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102,106,110,114 SUNRISE CT QUAD DOCS CITY OF ATLANTIC BEACH } 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 jilt SINGLE FAMILY ATTACHED MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 30B INFORMATION: 70b ID: 15-SFAT-1077 Sob Type: SINGLE FAMILY ATTACHED DWELLING Description: 2 STORY QUAD Estimated Value: $110,000.00 Issue Date: 5/19/2015 Expiration Date: 11/15/2015 PROPERTY ADDRESS: Address: 102 SUNRISE CT RE Number: None GENERAL CONTRACTOR INFORMATION: Name: 201 MAYPORT CONSTRUCTION MANAGEMENT Address: 2768 STATE RD Al #701 Phone: 904-334-1202 PERMIT INFORMATION: FEES: ENG REV RESIDENTIAL BLD $100.00 PLAN CHECK FEES $255.00 UTIL REV RESIDENTIAL BLDG $50.00 BUILDING PERMIT FEE $510.00 STATE DCA SURCHARGE $7.65 STATE DBPR SURCHARGE $7.65 WATER CONNECT/TAP & METER $185.00 V�,R E 1MVV CO E!1ST fOWDANCM01.'0 }ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA ILDING CODES. j „1jy J `S, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD } ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Total Payments: $1,165.30 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ` `sz CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD J =" ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 SINGLE FAMILY ATTACHED MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 15-SFAT-1078 Job Type: SINGLE FAMILY ATTACHED DWELLING Description: 2 STORY QUAD Estimated Value: $110,000.00 Issue Date: 5/19/2015 Expiration Date: 11/15/2015 PROPERTY ADDRESS: Address: 106 SUNRISE CT RE Number: None GENERAL CONTRACTOR INFORMATION: Name: 201 MAYPORT CONSTRUCTION MANAGEMENT Address: 2768 STATE RD Al#701 Phone: 904-334-1202 PERMIT INFORMATION: FEES: ENG REV RESIDENTIAL BLD $100.00 PLAN CHECK FEES $255.00 UTIL REV RESIDENTIAL BLDG $50.00 BUILDING PERMIT FEE $510.00 STATE DCA SURCHARGE $7.65 STATE DBPR SURCHARGE $7.65 WATER CONNECT/TAP & METER $185.00 IM) TRS 8E6l®N1 ff8r IZWDANCF$5@r841LL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA LII DING ODES. `s CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 �J.i31>r' Total Payments: $1,165.30 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ` S CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 SINGLE FAMILY ATTACHED MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 15-SFAT-1079 Job Type: SINGLE FAMILY ATTACHED DWELLING Description: 2 STORY QUAD Estimated Value: $110,000.00 Issue Date: 5/19/2015 Expiration Date: 11/15/2015 PROPERTY ADDRESS: Address: 110 SUNRISE CT RE Number: None GENERAL CONTRACTOR INFORMATION: Name: 201 MAYPORT CONSTRUCTION MANAGEMENT Address: 2768 STATE RD Al#701 Phone: 904-334-1202 PERMIT INFORMATION: FEES: ENG REV RESIDENTIAL BLD $100.00 PLAN CHECK FEES $255.00 UTIL REV RESIDENTIAL BLDG $50.00 BUILDING PERMIT FEE $510.00 STATE DCA SURCHARGE $7.65 STATE DBPR SURCHARGE $7.65 WATER CONNECT/TAP & METER $185.00 ZM�� � ���7f4�( JiDANCE �[@(�LL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA CITY OF ATLANTIC BEACH r 800 SEMINOLE ROAD !� ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Total Payments: $1,165.30 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ±} ATLANTIC BEACH,FL 32233 - INSPECTION PHONE LINE 247-5814 SINGLE FAMILY ATTACHED MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 15-SFAT-1080 Job Type: SINGLE FAMILY ATTACHED DWELLING Description: 2 STORY QUAD Estimated Value: $110,000.00 Issue Date: 5/19/2015 Expiration Date: 11/15/2015 PROPERTY ADDRESS: Address: 114 SUNRISE CT RE Number: None GENERAL CONTRACTOR INFORMATION: Name: 201 MAYPORT CONSTRUCTION MANAGEMENT Address: 2768 STATE RD Al#701 Phone: 904-334-1202 PERMIT INFORMATION: FEES: ENG REV RESIDENTIAL BLD $100.00 PLAN CHECK FEES $255.00 UTIL REV RESIDENTIAL BLDG $50.00 BUILDING PERMIT FEE $510.00 STATE DCA SURCHARGE $7.65 STATE DBPR SURCHARGE $7.65 WATER CONNECT/TAP & METER $185.00 Zf� �S�VIv1V� "WDAN('L�ET.10aLL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA 's 1 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD } ATLANTIC BEACH, FL 32233 _ INSPECTION PHONE LINE 247-5814 Total Payments: $1,165.30 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Perm, � 410-- S F,4 7"-,�/0 77, t o 78, 107 9, 10?o) • NOTICE OF COMMENCEMENT FILE COPY State of Florida Tax Folio No. County of Duval To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved : 38-2SE-29E-7.41 B De Castro Y Ferrer Grant PT Recd OR-16531-2248 Block 3-Lots#1,#2,#3,#4 Address of property being improved: —r � i- t o LI In d 11 y SVIr—k%,, C General description of improvements: Construct new 2 story Quad "G"-(4-attached single family homes) Owner: Beaches Habitat Address: 797 Mavport Rd., Atlantic Beach, FL 32233 Owner's interest in site of the improvement: 100% Fee Simple Titleholder(if other than owner): Name: Contractor:201 Mavport Construction Management,LLC (FL.#CGC-1506666) Address: 2768 State Rd.#701, ,Atlantic Beach, FL 32233 Phone No.: 904-334-1202 Fax No.: 904-241-4310 Surety(if any): Address: Amount of bond$: Phone No.: Fax No.: Name and address of any person making a loan for the construction of the improvements: Name: Address: Phone No.: Fax No.: Name of person within the State of Florida,other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Phone No.: Fax No.: In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b), Florida Statues. (Fill in at Owner's option) Name: Address: Phone No,� c�,J at uu.uL NIVI, •�`my Comm.Expires Jun 10,2017 Ronnie Fussell CLERK CIRCUIT COURT DUVAL F Commietlon#EE 676497 COUNTY RECORDING$10.00 J 6M a I d9 SC.+. FILE COPY SC*4 & Ct Set 10 PW 4 P Ul Feb. 19, 2015 Ms Donna Kaluzniak Public Utilities Director City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 Dear Ms Kaluzniak, I have submitted a building permit application for a house at: Blk.3 Lots# 1,2, 3,4. #102, 106, 110, 114 Sunrise Ct., COAB. Beaches Habitat will not be installing a fire sprinkler in this structure. In addition, pursuant to our HOA documents, we will be installing an irrigation system. Please give me a call @ 904-595-5798 (office), or 334-1202 (cell) if you require any additional information. Sincerely, erson, Construction Director Beaches Habitat CITY OF ATLANTIC BEACH I CONSTRUCTION PERMIT W MAY V 1 WITHIN CITY RI SOF WAY AND '. rte' ;: 800 Seminole Road EASE ENTS RID � Atlantic Beach,Florida 32233-5445 �y— — �_ -- - -- 04-247-5800 PLEASE SUBMICOMPLETE SETS OF PLANS WITH APPLICATION. Fax 904-247-5845 Date -�� ism Job Address 1 C (Itf 5 PERMIT#/S"3Fi11 ill —/077 07 `1oT u'hK C•}. ISSUED BY THE CITY Permitee: log � "'� �s}r+.C.-h Permittee Address: Telephone 9oy- 3 3 y- I o � Requesting Permission to Construct: R ✓ti..5 ih d Location: (Reference to Cross-Street) �• Applicant declares that prior to filing this application he has ascertained the location of all both aerial and underground and the accurate locations are shown on the sketches. existing utilities, A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Bell South Telephone Company Yes( ) No ( ) Date: Ferrell Gas Yes ( ) No ( ) Date: Comcast Yes ( ) No ( ) Date: Yes ( ) No ( ) Date: 2• Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient alteration or relocation of all, or any portion of said street or easement-as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances t operation, hereunder, shall be immediately removed from said street or easement or reset or relocated hereon blit authorized required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. n as 3. All work shall meet Citv of Atlantic Beach or Florid Department of Transportation Standar performed under the supervision of �A�,� ds and be Superintendent) located at Y�„'rs"'' (Contractor's Project c 7 N�t� e�h �C� Telephone#: 9oy_ 4. All materials and equipment span be subject to Inspection by the Director of Public Works or his designee. 5. 33 V_ ►tcZ All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a co py of a part of this permit. Calculations showln an increase in im ervious arearon own surveyecent lot or be �edeta Right of Way are to be included with this a lication. �• This permittee shall commence actual construction in good faith with days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8• It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. OWNER Y Signed: Before me t day of D te:� //// State Of Florida, a rso ly a e ed in the County of Duval, N M on expiKyl F M I ersonally Known: Produce ification: • . . EXPIRES Apro 02,2016 Permit Attachment of for Permit# issued 20_Atlantic Beach,FL 32233 Owner's Name: 4,4. 1, �,�.� Property Address: o Z 4. R.E.#: l06_ * it �v s...,,•.ft . Subdivision: (�r,eA � .( _ Lot#/Block#:—131-k ti3 " La f 5¢l, 3) y REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT,issued on this by Atlantic Beach, Florida, a municipal corporation organized and existing under the laws of the State of Florida, hereinafter referred to as "CITY" and n L.Les (�.15f hereinafter referred to as "USER". of Atlantic Beach; Florida, WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Right-of-Way/Easement permit numbers noted above(copies attached). This work is generally described as: l l '� .�V- Uc w4 (J Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty(30) days notice by CITY to the USER, said notice to USER shall be given by certified -mail, return receipt requested, to the following address: U' The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITYirifoxmed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating, replacing, or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code, and all other land use and code requirements of the CITY,including City Code Section 19-7(h)which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." Pagel of 2 The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach, Public Works Department, for said change. The USER shall,at the discretion of the CITY, be requested to submit as-built drawings showing the change within thirty 30 da after the day of completion. ( ) ys This permit shall insure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements ofublic rights-of-way and other public land. USER further agrees that the CITY and its officers and employees be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed b the USER. DAT and SIGNED this day of Y , 2015 By: Property Owner (to be signed in p sence of the Notary) STATE OF FLORIDA COUNTY OF DUVAL On this PI qday of and for said County and State, ' 20_L<—, personally appeared before me, a Notary Public in .- I the- , Atlantic Bea�,bF da,kr�own to met be�e property owner of escribed in and who executed the foregoing instrument; who acknowledged to me that he or she executed the same frel and voluntarily and for the uses and purposes therein mentioned. y KYLE MURRAY Notary Public in for said County and State � A"COMMISSION X EE185723 .?! '� EXPIRES AWN 02,2016 CITY OF ATLANTIC BEACH, FLORIDA, a 40 cam municipal corporation: � -- Approved: Doug Layton,Public Works Director For Permits where city sidewalk is impacted, City Manager approval required: Nelson Van Liere, City Manager Page 2 of 2 COPY =Turner MAIN OFFice:480 EDGEwow AVENUE,SOUTH, JACKSONVILLE,FLoF%DA 32205 I Post FLP-qL;914M3,390•FAx 904-353-1468•in.L.1 Ef;899.825.¢3Qb•www.T4nNaarRSi.co� S7.MARV7,GA.-912.576.1300 _ OCAu,Fu.-852-351.4386 Control DATToKA BEACH,Fu.-386.711.8303 PoRr ST.UvE,Fu.-772.692.0078 What's Bugging You? M emunE,Fu.-321-951.3325 Tom.FLA.-8134814381 NOTICE OF INTENT .. PREVENTATIVE TREATMFNTs AGAINST TERMITES required by .. Address. 57--"4Se; Lot: �_( Ji3 - K yBlock: 3___ Date: ALL STRUCTURAL CHANGES 110RA CA 'lennitiridc(Wood'Urou wilt) ARE TO BE REPORTED Product Used FOR RETREATMENT Pi.-sodium 0cwhoratc Teta liptin v 23%Active Ingredient Chemical used(active ingredient) Percent Concentration Application will hc.hsrlur! of►ar strurtur:►1 x )pj alalri�tl iia st:txr nfconsu IW11:pn Stage oftreatment(Horizontal,Vertical,Adjoining Slab,retreat ofdisturbed area) BORAA ARI 7 crmiucide au►icuip shall be applied acc ,ordine to 10A rugistrated label dircctions as stated in the Florida Building Code Section I R 1&1.8 (INFORMATION TO BE PROVIDED TO LOCAL BUILDING CODE OFFICES PRIOR TO CONCRETE FOUNDATION INSTALLATION) n ' =Tuner MAIN OFFwa:480 EDGEWow AVENUE,Sours, JACKSORYILLE,FLORIDA 32205 pest P—Ruhu 9Qiz53.1D0•Rx 8.04.353-1488�nu FatL:80D-825.5304•www.TNNNEnPRST, �I ST.MARYS,GA.-212-576.1306 OcALA,Fu.-382-351-4386 ®Control DATTmu BEACH,FLA.-386-788.8303 PoRT ST.Lum,Fu.-772.882.0078 What's Bugging You? Manixim,Fu.-321-951-3325 TANPA,Fu.-813481.6381 NOTICE OF INTENT FOR PREVENTATIVE TREATMENTS AGAINST TERMITES required by Floi ida Budding Code.FSC 104 Address: i'o�— f3^l l't -1 t t = qoP Lot: _2ff^_21 - 2 G -2 f Block: _ Date: BORA (AKL_'Lennitiridc(Wood TrcatrnenALL STRUCTURAL CHANGES tj ARE TO BE REPORTED Product Used FOR RETREATMENT Disodium Octaboratc Tetrall.prate 23%Active Ingredient Chemical used(active ingredient) , Percent Concentration Application will bc.ITsriunncd-unto structural ood ai dried—in NtIUr nfcuustntc_Ut»T Stage of treatment(Horizontal,Vertical,Adjoining Slab,retreat of disturbed area) BORA-(;ARI''Icrmiticide application shall be applied accordine to L'IIA registrated label liircction.s as stated in Elie Florida Building trade Section 1 K 16.I.8 (INFORMATION TO BE PROVIDED TO LOCAL BUILDING CODE OFFICES PRIOR TO CONCRETE FOUNDATION INSTALLATION) I 1 ti t T I T t FILE COPY Feb . 19, 2015 Mr. Mike Jones Building Inspector City of Atlantic Beach 800 Seminole Rd. Atlantic Beach, FL 32233 Mike, Attached are the following materials in support of Beaches Habitat application for a building permit for: Quad"Model" Blk. # 3 —Lots#1, 2, 3, 4 (102,106, 110, 114 Sunrise Ct.), COAB 1) One (1) copy of the Building Permit Application 2) Two (2) copies of roof truss plans 3) Two (2) copies of the Florida Product Approval form 4) One (1) copy of recorded Notice of Commencement (on file w/your office) 5) One (1) copy of letter to Ms Kaluzniak regarding fire sprinkler& irrigation systems. 6) Five (5) copies of the Construction Management Plan 7) Two (2) copies of architectural plans 8) Two (2) copies of structural engineering plans 9) Five (5) copies of civil engineering plans Please let me know if any additional information is required. Thank you, Sincerely, Robert Peterson, - - Construction Manager 904.334.1202 attachments juhanneN. Overby, RA PILE COPY Architectural and Interior Design Consulting Services Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach,Florida 32250 904 704 8628 Email: jnoverby@att.net FL.AR-0017060 • FL.ID-4621 February 27, 2015 TO: Mr. Dan Arlington City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 RE: Beaches Habitat Townhouse Units To whom it may concern: I have reviewed the structural drawings for the submitted projects and agree that they follow the architectural design intent. All structural design and specifications are the responsibility of the structural engineer of record for this project. Thank you. Sincerely, Julia ne N. Ov rb , RA Arch itect/l nteri r signer 0oo a x � � s W n ^�\ 8H 170-1 oDor-T-1 o�dh L0j o a m x T K:m T a 9 a OPEN a a nn�F7 D' L'1 Z TI C-)r C/) D C,4 Z= L'J N aoEU TJ D )>CAM o o x Rap p W I'T'I Z c f _� c n o p a a x P a� c i- �� a rn O p4p�Ie 4 x D � � 4 m 4 O 4 I dpo� � dp x Fri p x nnPF7 ` + 25-�C/-) pa Z:z--q-F� D w ZN SCJ 4 DWmcuITM -- — z LP4 a o _T7 ►rryHHHr111 x t O JULIUS LEE PE. FILE COPY RE: 651832 - 1109 COASTAL BAY BLVD, Site Information: BOYNTON BEACH, FL 33435 - - - Project Customer: Habitat for Humanity Project Name: 651832 Model: Quadplex Lot/Block: . Subdivision: . Address: 114,110,106,102 Sunrise Ct City: Duval State: Florida Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: Woodward, Elizabeth A., PE License#: 61947 Address: 9719 Heckscher Dr. City: Jacksonville State: Florida General Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010ITP12007 Design Program: MiTek 20/20 7.3 Wind Code: ASCE 7-10 Wind Speed: 130 mph Floor Load: 55.0 psf Roof Load: 32.0 psf „ This package includes 52 individual, dated Truss Design Drawings and 0 Additional Drawings' a` ., O � nr. rn� With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this Wi&Fx%heetai conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. This document processed per section 16G15-23.003 of the Florida Board of Professionals Ruleg T C In the event of changes from Builder or E.O.R. additional coversheets and drawings 1m y acgeom this coversheet. The latest approval dates supersede and replace the previous drawings. p No. Seal# I Truss Name DateNo. I Seal# Truss Name Date 1 19443621 CJ01 3/10/015 18 19443638 F10 3/10/015 Z I a' 2 o c 0 v D 12 119443622 I CJ02 13/10/015 119 119443639 I F11 13/10/015 M' a u a "c y v,NLN� O 13 119443623 I CJ03 13/10/015 120 119443640 I F12 13/10/015 � � n a ��' z 14 119443624 I CJ04 13/10/015 121 119443641 I F13 13/10/015 Z E u c c n c U) 15 119443625 I CJ05 13/10/015 122 119443642 1 F14 13/10/015 1 ;t `o a a Q 16 119443626 I CJ06 13/10/015 123 119443643 I F15 13/10/015 1 E( 17 119443627 1 EJ01 13/10/015 124 119443644 I F16 13/10/015 IXv p i o > 18 119443628 1 EJ02 13/10/015 125 119443645 I F17 13/10/015 Ce 19 119443629 I F01 13/10/015 126 119443646 I F18 13/10/015 0- � E ; E a 110 119443630 I F02 13/10/015 127 119443647 F19 o v v © Q 3 7T Ln 1 3/10/015 111 119443631 I F03 13/10/015 128 119443648 I F20 1 3/10/015 1 "a 3 112 119443632 I F04 13/10/015 129 119443649 I F21 13/10/015 1 * ° N v � 113 119443633 F05 13/10/015 130 119443650 1 F22 13/10/015 1 E 0 L-L5 114 119443634 IF06 13/10/015 131 119443651 IF23 13/10/015 v 2 > 115 119443635 I F07 13/10/015 132 119443652 I HJ01 13/10/015 U L O 116 119443636 I F08 13/10/015 133 119443653 I HJ02 13/10/015 117 119443637 I F09 13/10/015 134 119443654 I T01 13/10/015 w 3 0 o aQ The truss drawing(s)referenced above have been prepared by MiTek \�0 v5 fC �i�� Industries,Inc. under my direct supervision based on the parameters ,� ..•-•• %, provided by Builders FirstSource(Jax). �J�' NS�c Truss Design Engineer's Name: Julius Lee _' * ' 0 34869 My license renewal date for the state of Florida is February 28,2017. NOTE:The seal on these drawings indicate acceptance of Q ' professional engineering responsibility solely for the truss STAT o Z components shown. The suitability and use of this component %, �t0 !�P ' `�` for any particular building is the responsibility of the building designer, per ANSI/TPI-1 Chapter 2. �� i r i i larch 10,2015 1 of 4 Julius Lee Job Truss Truss Type City Ply • 19443621 651632 CJ01 JACK 6 1 Job Reference(optional) Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Mar 10 10:49:09 2015 Page 1 I D:_8kMQOg lCcvBYV7m4?IycCyToxk-WuCpJh7VAgN2uMTOmH8?SljSSFisNgODaFskzzcMQ8 -2-0-0 1-0-0 2-0-0 1-6-0 Sai.-tss i z 3.m>z T1 s U4_ c:: Plate Offsets MY):: 12:0-3-7.Edgel LOADING(psf) SPACING 2.0-0 CSI DEFL in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.30 1 Vert(LL) 0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.14 ! Vert(TL) 0.00 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code FBC20101TPI2007 (Matrix) Weight:8lb FT 20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1$-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed tlutin9 truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=195/0-3-8 (min.0-1-8),4=-24/Mechanical Max Horz 2=61(LC 8) Max Uplift 2=255(1_C 8),4=32(LC 2) Max Gran,2=237(LC 2),4=50(LC 8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. \\_`t\v5 �•+.1 /�i NOTES (7-9) �VY. ' ,�CENS ' 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.11;Exp C;End.,GCpi=0.18;MWFRS(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 2)This truss has been designed fora 10.0 psf bottom chord live load nonooncurrent with any other live loads. . 7g6� •'• 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-"tall by 2-"wide will fit between the bottom"' chord and any other members. _ k N 4)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. yc, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 255 Ib uplift at joint 2 and 32 Ib uplift at joint 4. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 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 O `V responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. (�'•. F��f1\0 P.., 9)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 V'._{� '••....+• \\ LOAD CASE(S) Standard �`,J,!a N Al- March 10,201: WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the 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 ANSVTP11 Quality Criteria,DSB-89 and BCS11 Building Component Boynton Beach,FL 33435 } Safety Information available from Truss Plate Institute,583 D'Onof io Drive,Madison,WI 53719. 1 Job s Truss Truss Type Qty Ply 651632 CJ03 Jack-Open Truss 6 1 19443623 Job Reference o tional ' Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Mar 10 10:49:09 2015 Page 1 ID:_8kMQOgICcvBYV7m4?ycCyToxk-WuCpJh7VAW)N2uMTOmH8?SliT5EjsNgODaFskzzcMQ8 2-0-0 5-0-0 2-M 5-0-0 3 i 3pF12— 3 T1 a, 11 1 A4= 4 D-'1-2 LOADING(psf) SPACING 2.0.0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.21 Vert(TL) -0.05 2.4 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.DO Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2010rrP12007 (Mabix) Weight:18 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-M oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed Burin truss erection in accordance with Stabilizer Installation uide. REACTIONS (Ib/size) 3=80/Mechanical,2=251/0-5-8 (min.0-1-8),4=24/Mechanical Max Horz 2=98(LC 8) Max Uplift3=-90(LC 12),2=251(LC 8) Max Grav 3=98(LC 2),2=302(LC 2),4=71(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES (7-9) W 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf,h=24ft,Cal.II;Exp C,End.,GCpi=0.18;MWFRS(envelope) V GEN$ 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 -` •• 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. \ 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-"wide will fit between the bottom ^ 7 $sg •• chord and any other members. 4)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. n� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 90 Ib uplift at joint 3 and 251 Ib uplift at joint 2. - � • LL 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. = � ...... 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the /,r,`- responsibility of the building designer per ANSI TPI 1 as referenced by the building code. '• STATE OF `5•/ 8)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 ••,.1C(GR(0 P., LOAD CASE`S) Standard //S/ONAL i March 10,201: ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 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 ANSVTPII Quality Criteria,DSB-89 and BCSI1 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job Truss Truss Type Qty Ply .s 19443625 651832 CJOS Jack-Open Truss 8 1 Job Reference o tional Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Mar 10 10:49:10 2015 Page 1 ID:_8kMQOglCcvBYV7m4?iycCyToxk-_5mB W187xprEg2xfxUpNYfHtLVc7bgw9SE?QHPzcMQ7 -2-M 3-0-0 2-0-0 3_p-0 sow-11.4 9 4.W 13 T1 B1 D4= , 1 3 0-1- LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.07 Vert(TL) -0.01 2-4 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2010lrP12007 (Matrix) Weight:12 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-M oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be install REACTIONS (Ib/size) 3=24/Mechanical,2=210/0-3-8 (min.0-1-8),4=14/Mechanical ed tlurin t uss erection in accordance with Stabilizer Installation guide. Max Horz 2=97(LC 8) Max Uplift 3=36(LC 12),2=-232(LC 8) Max Grav 3=29(LC 2),2=254(LC 2),4=42(LC 3) �,�11ttltt�� FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. S K NOTES (7-9) \\\_,``��✓ .•..•; `• 1)Wind.ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf,BCDL=3.Opsf;h=24ft,Cat.II;Exp C,End.,GCpi=0.18;MWFRS(envelope) VV.• t✓EN �.'•` gable end zone and C-C Extenor(2)zone,C-C for members and forces&MWFRS for reactions shown,Lumber DOL=1.60 plate gnp DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3�'i-0 tall by 2-0-0 wide will fit between the bottom 7 �86� •• chord and any other members. 4)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. t 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 36 Ib uplift at joint 3 and 232 Ib uplift at joint 2. .'\ LL 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �•. 7)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. STATE OF "V 8)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 •••. (pR,p P., LOAD CASE(S) Standard SS, •• \ \\\ /////ON,AL,E.\�,\ March 10,201: .. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the 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 ANSVTPII Duality Criteria,DSB-89 and BCSII Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job Truss Truss Type Ory Ply * 19443627 651832 EJ01 Jack-Partial Truss 8 1 Job Reference o tional Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Mar 10 10:49:112015 Page 1 I D:_8kMQOglCcvBYV7m4?iycCyToxk-SHKajN9li7z51B WrVBKc4tgzUvsVKHAlgukzprzcMQ6 2-0-07-M 2-0-0 7-M 1:nn 2 am r2 Tr 2 ar c LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) -0.12 24 >663 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.44 Vert(TL) -0.21 2-4 >379 180 BCU- 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 We n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight:24It, FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTekrecommends that Stabilizers and required cross bracing be installed dunn truss erection in accordance with Stabilizer Installation quide. REACTIONS (Ib/size) 3=131/Mechanical,2=298/0-5-8 (min.0-1-8),4=34/Mechanical Max Horz 2=89(LC 8) Max Uplift 3=-93(LC 12),2=-183(LC 8) Max Grav 3=160(LC 2),2=358(LC 2),4=101(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES (7-9) . �` \JJi.•, J•..\f.. 1)Wind:ASCE 7-10;Vult-130mph(3-second gust)Vasd=101 mph,TCDL=4.2psf,BCDL=3.Opsf,h=24ft,Cat.II;Exp C;End.,GCpi=0.18;MWFRS(envelope) \� ` �•+ >sCENSc, •.�� and C-C Extehor(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 J 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1 •• 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 38-0 tall by 2-M wide will fit between the bottom + 7C 3486 4) chord and any other members. 4)All bearings are assumed to be SP N0.2 crushing capacity of 565 psi. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 93 Ib uplift at joint 3 and 183 Ib uplift at joint 2. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)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. STATE OF: `V 8)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 ' ss fit OR10 P.•�` \�� LOAD CASE(S) Standard01111100 i i March 10,201! 7A WARN/NG-Ver fy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the 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 ANSVTP11 Quality Criteria,DSB-89 and BCSIII Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofno Drive,Madison,WI 53719. Job ri Truss Truss Type _ Q», Ply 651832 F01 GABLE 4 1 19443629 Job Reference o fional Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MTek Industries,Inc. Tue Mar 10 10:49:12 2015 Page 1 0.48 I D:_8kMQOglCcvBYV7m4?iycCyToxk-wTtyxjANTR5yvL523vrrd4NHtl IS3ktSvYUWLHzcMQ5 0*8 z 5 e 7 a B 10 11 12 13 1. 1s is 171 ST eT 571 ir7 e, F7-—F_ 7<�,IL 7 X Y X X 77 IXYY R 31 b 2a 28 27 M 25 24 2l Z1 21 2a to ill 17 as= U3= U3= 16-12 2-10-12 4-2-12 56-12 6-10-12 8-2-12 9-6-12 10-10-12 12-2-12 136-12 14-10-12 16-2-12 176-12 18-10-12 19-96 16-12 14-0 1-0-0 14-0 14-0 1-4-0 14-0 1-0-0 14-0 14-0 14-0 14-0 14-0 14-0 0-10-12 LOADING(psi) SPACING 2-M CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 17 n/a n/a BCDL 5.0 Code FBC2010rrP12007 (Matrix) Weight:891b FT=11%F,11%E LUMBER BRACING TOP CHORD 2x4 SP N0.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-M oc pudins, except end verticals. BOT CHORD 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) REACTIONS All bearings 19-9-8. (lb)- Max Grav All reactions 250 Ib or less at joint(s)32,17,31,30,29,28,27,26,25,24,23,22,21,20,19,18 FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES (8-10) 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. \ �Y•. `LENS .` �i 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). \ • _F 4)Gable studs spaced at 14-0 oc. 5)All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. i 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. —4f 8)This manufactured product is designed as an individual building component. The suitability and.use of this component for any particular building is the {/�'J 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. r 4 10)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 i STATE OF •` LOADCASE(S) Standard s. `°�ORIOP •{'�\'; March 10,201: A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the 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 ANSIrrP11 Quality Criteria,DSB-89 and BCSI1 Building Component Boynton Beach,FL 33435 Safety Information'available from Truss Plate institute,583-D'Onofrio Drive,Madison,WI 53719. Job Truss Truss Type Qty Ply 19443631 651832 F03 Floor Truss 2 1 Job Reference(optional) Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Mar 10 10:49:13 2015 Page 1 I D:_8 kMQOgl CcvBYV7m4?iycCyToxk-OgRK83B?EkEpXVgEdcM49lvHJiRNo4fb8CD4tkzcMQ4 0-1-8 H' 11i-0 ' 1-9-0 � 1iM 0-i,8 1.sa= ,as II se= ss= 1.5.3 II + 1 3 4 s c 7 4 zs a r m ,a r 1s 15 14 13 15x3 11 4.4= s.4= I.W II 34= a4= i 6-1-8 19-9-8 6-1-8 13-8-0 Plate Offsets X Y: 11:0-1-8 Ede 17:0-1.8 Ed e LOADING(psf) SPACING 2-" CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.82 Vert(LL) -0.1615-16 >999 350 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.86 Vert(TL) -0.2415-16 >654 240 BCLL 0.0 Rep Stress Ina YES WB 0.45 Horz(TL) 0.03 12 We We BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight:105 Ib FT=11%F,11%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 10-M oc bracing, Except: WEBS 2x4 SP No.3(flat) 6-0-0 oc bracing:19-20,18-19. REACTIONS (Ib/size) 23=328/0-5-4 (min.0-1-8),12=740/0-3-4 (min.0-1-8),19=106910-3-8 (min.0-1-8) Max Grav 23=356(LC 3),12=745(LC 7),19=1079(LC 8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. - TOP CHORD 23-24=357/0,1-24=-356/0,12-25=-741/0,11-25=-740/0,1-2=-281/0,2-3=-483/0,3-4=-483/0, 4-5=-765/0,5-6=-1931/0,6-7=-1931/0,7-8=-2152/0,8-9---2152/0,9-10=-1698/0,10-11=-732/0 \\�` \S S,K BOT CHORD 21-22=01483,20-21=0/483,17-18=0/1404,16-17=0/1931,15-16=0/1931,14-15=0/2011,13-14=0/1369 \ V\ ••• •.,_ < /�, WEBS 4-19=-1072/0,1-22=0/357,4-20=0/460,2-22=-275/32,11-13=0/944,10-13=-885/0,10-14=0/457, J `CENSE ,( / 9-14=-435/0,7-15=-111/404,4-18=0/890,5-18=-921/0,5-17=0/785,6-17=-339/0 \` i NOTES (7-9) - 1)Unbalanced floor live loads have been considered for this design. \ 7 34869 2)All plates are 3x3 MT20 unless otherwise indicated. }\ 3)All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. - •,t�r 4)"Semi-rigid 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(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. STATS Or 6)CAUTION,Do not erect truss backwards. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the ,fiC OR►D P •• \ '� responsibility of the building designer per ANSI TPI 1 as referenced by the building code. .v(l •• t`v� 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIE. ISO• •�` \\` 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 I I i i March 10,201: >A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity,of the 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 ANSVTP11 Quality Criteria,DSB-89 and BCS11 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onof c,Drive,Madison,WI 53719. FbTruss Truss Type Qty Ply 19443833 TF05ru Floor Truss 8 1 FJbeference(optional) JacksonvilleFI 32244 7.350 s Sep 27 2012 MTek Industries,Inc. Tue Mar 10 10:49:14 2015 Page 1 ID:_8kMQOgICcvBYV7m4?iyc yToxk-ss?iMPBe?2Mg9fFQAKtJiVSRs6ngXVelMszdQAzcMQ3 H L 1-3-0 �0-8-D� 1-11-0 sa�F71 zs.: 1b 3 11 13 11 .3= U4 t tr• 3 3 4 s w 8 7 8 Mss= 1 at 17 to 15 14 13 12 11 4b= 3}4= 4t= 1,U3 11 15= 3.4 i3= &3 15-11-8 15-11-8 Plate Offsets X Y: 1:Ed a 0-1-8 90-1-8 Ede 150-1-8 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.77 Vert(LL) -0.1913-14 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.86 Vert(TL) -0.2913-14 >650 240 BCLL 0.0 Rep Stress Ina YES WB 0.53 Horz(TL) 0.05 10 n/a n/a BCDL 5.0 Code FBC2010/rP12007 (Matrix) Weight:84 lb FT=11%F,11%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-"oc purlins, except end verticals. BOT CHORD 2x4 SP No.l(flat) BOT CHORD Rigid ceiling directly applied or 10-"oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS (Ib/size) 18=858/0-34 (min.0-1-8),10=858/0-3-4 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 18-19=-856/0,1-19=-855/0,10-20=-853/0,9-20=-852/0.1-2=-863/0,2-3=-2049/0,3-4=-2732/0, 4-5=-2732/0,5.6=-2733/0,6-7=-2733/0,7-8=-2060/0,8-9=-859/0 BOT CHORD 16-17=0/1611,15-16=0/2502,14-15=0/2732,13-14=02732,12-13=0/2486,11-12=0/1613 �\ \`\S . S.!r WEBS 9-11=0/1108,8-11=-1048/0,8-12=0/622,7-12=-592/0,7-13=0/336,5-13=-369/249,1-17=0/1113, ,�.1•, 2-17=-1041/0.2-16=0/608,3-16=-630/0,3-15=01677,4-15=-411/0 J iCEN, NOTES (5-7) r i 1)Unbalanced floor live loads have been considered for this design. ' i 34869 - 2)All bearings are assumed to be SYP No.2 cushing capacity of 565 psi. .,. 3)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. `T j ..... 5)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the N responsibility of the building designer per ANSI TPI 1 as referenced by the building code. �' 4U 6)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. i STATE OF 7)Truss Design Engineer.Julius Lee,PE:Flontla P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 ��ORiD P, ,•'�\�� LOAD CASE(S) Standard i March 10,201: A WARNING-Verify design parameters and READ NOTES ON3'HIS AND INCLUDED MITEK REFERENCE PAGE 0167473 BEFORE USE. - Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 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 ANSVTPI7 Quality Criteria,DSB-89 and BCSI1 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofno Drive,Madison,WI 53719. FFir-stSou.-_, Truss Truss Type Qty Ply 19443635 F07 Floor Truss 2 1 Job Reference(optional)JacksonvilleFI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Mar 10 10:49:16 2015 Page 1 ID:_8kMQOgICcvBYV7m4?iycCyToxk-pF7Sn4DuXfcOOzPpllwnnwXpGwX1?MY2gASkU3zcMQ1 H 1-3-0 078-0 1-10-8 0-1 w-kx.o tso= 7.e II •s II y,e II yA II as II II ay so= � 2 3 � 3 6 '! ! 0 10 11 e 2' m +a +s n rs rs u u 7.11.= sae II a6 II hs II ae 19-9-8 19-9-8 Plate Offsets my):: 1:0-1-8 0-0-8 6:0-3-0Ede :0-3-0Ed a 11:0-1-8 Ede 11:0-1-8 0-0-8 16:0-3-0 0-0-0 17:0-3-0 Ed e LOADING(pst) SPACING 2-M CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.65 Vert(LL) -0.28 17-18 >833 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.61 Vert(TL) -0,4417-18 >532 240 MT20H 187/143 BCLL 0.0 Rep Stress Ina NO WB 0.76 Horz(TL) 0.07 12 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight:162 lb FT=11%F,11%E LUMBER BRACING TOP CHORD 2x4 SPM 31(flat) TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins, except end verticals. BOT CHORD 2x4 SPM 31(flat) BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS (Ib/size) 22=2064/0-54 (min.0-1-8),12=1316/0-3-4 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-22=-2057/0,11-12=-1310/0,1-2=-2484/0,2-23=-6012/0,3-23=-6012/0,34=-7066/0,4-5=-7066/0, 5-6=-7011/0,6-7=-6659/0,7-8=-5614/0,8-9=-5614/0,9-10=-3886/0,10-11=-1476/0 BOT CHORD 20-21-0/4849,19-20=0(7173,18-19=0(7256,17-18=0/6659,16-17=0/6659,15-16=0/6659,14-15=0/4858, \\ t\S S. 13-14-0/2876 WEBS 11-13=0/1894,10-13=-1820/0,10-14=0/1337,9-14=-1287/0,9-15=0/980,7-15=-1654/0,7-16=0/477, J i 1-21=0/3189,2-21=-3073/0,2-20=0/1539,3-20=-1537/0,3-19=-391/0,4-19=0/339,5-18=-593/0, .}CENSE'• �\ 6-18=0/991,6-17=-661/0 NOTES (9-11) / 34869 1)Unbalanced floor live loads have been considered for this design. t 2)All plates are MT20 plates unless otherwise indicated. _ T 3)All plates are 6x8 MT20 unless otherwise indicated. �j'► [//�� ytT A�� 4)All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. '`Ja' 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. r' W 6)Recommend 2x6 strongbacks,on edge,spaced at 10-04) oc and fastened to each truss with 3-1Od(0.131"X 3")nails. Strongbacks to be attached to walls STATP_OF at their outer ends or restrained by other means. '• ••rte \ 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1310 Ib down at 3-11-8 on top chord. The S�••, OR(0 P'•��\\� design/selection of such connection device(s)is the responsibility of others. \ 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). /�// �p N At- \\ 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 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 ISI Uniform Loads(plf) Vert:12-22=-10,1-11=-100 Concentrated Loads(lb) Vert:23=-1230(F) March 10,201: A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 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 ANSUTPII Quality Criteria,DSB-89 and BCSI1 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job Truss Truss Type Qty Ply 19443637 651832 F09 Floor Truss 2 1 Job Reference(optional) Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Mar 10 10:49:16 2015 Page 1 ID:_8kMQOglCcvBYV7m4?iycCyToxk-pF7Sn4DuXfcOOzPpllwnnwXSCWZ_?Uk2gASkU3zcMQ 1 0-1-8 H 1-3-0 1-94 sa.-1:n.T 1 3x3= 2 1.5x3 3 3x3= 4 9x3= T1 10 z 15x31.5x3� �1 �1 S1 3x3= 1.5x9 II 3x9= o e T e N3= .3= 4-9-4 6-34 4-94 1-6-0 LOADING(psf) SPACING 2-M CSI DEFL in (loci) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.50 Vert(LL) -0.04 7 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.49 Vert(TL) -0.06 7 >999 240 BCLL 0.0 Rep Stress Ina YES WB 0.24 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight:35 Ib FT=11%F,11%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins, except end verticals. BOT CHORD 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS (Ib/size) 9=325/0-5-4 (min.0-1-8),5=325/0-3-8 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 9-10=-353/0,1-10=-352/0,5-11=-328/0,4-11=-32810,1-2=-390/0,2-3=-390/0 BOT CHORD 7-8=0/390,6-7=0/390 WEBS 4-6=0/307,1-8=0/495 NOTES (5-7) �• • 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. ��'•• \CEN`SF ••�� i 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 1 .• 1 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 walls at their outer ends or restrained by other means. 3486W- 044 5)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. - .,�(yc,`/t •6)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. -T'1 .. 7)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 STATE OF ••• � fi�ORiOP •����� March 10,201: WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the 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 ANSVTPII Quality Criteria,DSB-a9 and BCSI1 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job Truss Truss Type Qtyply 19443639 651832 F11 Floor Truss 2 1 Job Reference(optional) Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Mar 10 10:49:18 2015 Page 1 I D:_8 kMQOg ICcvBYV7rn4?iycCyToxk-I dF DB mE83H s5d GYC P9yFsLdAVj ByTF IKH UxrZxzcM Q? 0-1-8 H 1-3� ,xs II 3x6 II 3x6 II bfi II 2x6 II ae II mw= 2x6 II ]n II A6 II 1 2 3 , 5 6 21 7 8 9 10 IL 18 16 17 16 is 13 12 h4= 3x3= 3x3= h3= 5x6= .4= S3= 12-3.4 16-04 12-34 3-9-0 Plate Offsets X Y: 1:0-1-8 0-0-8 4:0-3-0Ede 5:0-3-0 0-0-0 8:0-3-0 Etl a 9:0-3-0 0-" 10:0-1-8 0-0-8 13:0-1-8 Ed e LOADING(psf) SPACING 2-" CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.60 Vert(LL) -0.07 17-18 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.65 Vert(TL) -0.12 17-18 >999 240 BCLL 0.0 Rep Stress Ina NO WB 0.81 Horz(TL) 0.03 14 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight:108 lb FT=11%F,11%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-"oc bracing. WEBS 2x4 SP Nc.3(flat) REACTIONS (Ib/size) 2082/0-3-0 (min.0-1-8),11=-132/0-3-4 (min.0-1-8),14=1870/0-3-8 (min.0-1-8) Max Uplift 11=-274(LC 3) Max Gray 20=692(LC 10),14=1944(LC 9) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-20=-685/0,10-11=0/299,1-2=-098/0,2-3=-1594/0,3-4=-1803/0,4-5=-1803/0,5-6=-1803/0, \\\ \ •{�. 6-21=371/0,7-21=-371/0,7-8=0/489,8-9=0/489,9-10=0/488 \ ```�V.• • '•\,• / /f BOT CHORD 18-19=0/1300,17-18=0/1847,16-17=0/1803,15-16=0!1555,14-15=-964/0,13-14=-964/0,12-13=-489/0 ��J,••' \CENSE,•.`• �\ / WEBS 7-14=1929/0,1-19=0/900,2-19=-819/0,2-18=0/398,3-18=-343/0,3-17=-146/267,7-15=0/1696, i 6-15=-1606/0,6-16=-189/385,10-12=-62110,9-12=0!306,7-13=0/670,8-13=-324/0 1 •• 1 NOTES (9-11) ! 34869 1)Unbalanced floor live loads have been considered for this design. '� t 2)All bearings are assumed to be SYP No.2 crushing capadty of 565 psi. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 274 Ib uplift at joint 11. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbadks,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 r" at their outer ends or restrained by other means. i STATE OF 6)CAUTION,Do not erect truss backwards. GRID P.• r\�\ 7)Hangers)or other connection device(s)shall be provided sufficient to support concentrated load(s)764 Ib down at 10-3-0 on top chord. The •• •, •• \V \ design/selection of such connection device(s)is the responsibility of others. /j�s/ •• \ \\ 9)In the LOAD nufactured(Srodud sndesi ds applied aan int a facebuildingf the truare noted as front(F)or back(B). /////O N N_ \\\ p g 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 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-20=-10,1-10=-100 Concentrated Loads(lb) Vert:21=-684(B) March 10,201: ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M17-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 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 ANSIfTPII Quality Criteria,DSB-89 and BCS11 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onof c,Drive,Madison,WI 53719. Job Truss Truss TypeDy Pty Lb 651832 F13 Floor Truss 2 1 '.. Reference(optional) 19443641 Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MTek Industries,Inc. Tue Mar 10 10:49:18 2015 Page 1 I D:_8kMQOglCcvBYV7m4?iycCyToxk-IdFDBmE83Hs5dGYCP9yFsLd968ZTFnKHUxrZxzcKAQ? 0-1-8 H 1 1-3-0 -� 1-7-12� 0 1 Sob�2p.3 1 'aft II II 1 = �II ya II d9 II 3.3 11 II 1 2 3 3 3 8 1 1 i] 12 11 10 — Sa8— Sit 1.Sq II 1$-0 4-0-0 84-12 10-10-12 12-4-12 11-0 2-" 44-12 2--0 1-6-0 Plate Offsets X Y: [1:0-1-8.0-G-81. 6:0-3-0Ede [6:0-1-8,0-Ml. 7:Ed a 0-1-8 14:Ed a 0-1-8 LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.65 Vert(LL) -0.08 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.86 Vert(TL) -0.13 9-10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.78 Horz(TL) 0.04 7 n/a n/a BCDL 5.0 Code FBC2010rrP12007 (Matrix) Weight:82 lb FT=11%F,11%E LUMBER BRACING ' TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS (Ib/size) 14=787/0-3-0 (min.0-1-8),7=1270/0-34 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=-782/0,6-7=-1262/0,1-2=-808/0,2-3=-1920/0,3-4=-23S4/0,4-5=-2385/0,5-15=-1257/0, 6-15=-1264/0 BOT CHORD 12-13=0/1502,11-12=0/2354,10-11=0/2354,9-10=012354,8-9=0/2371S\``S- WEBS 6-8=0/1631,1-13=0/1043,5-8=-1504/0,2-13=-943/0,2-12=0/639,4-9=-0/291,3-12=-685/0 • �1 f NOTES (7-9) :\ iGENSF 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. ! 34869 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 walls at their outer ends or restrained by other means. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)800 lb down at 10-34 on top chord. The •.-"- ,41, design/selection of such connection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the i STATE Or ` responsibility of the building designer per ANSI TPI 1 as referenced by the building code.Op' -.. r\ � 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. \lJ 9)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd,Boynton Beach,FL 33435 �j/ s/ •f\\\� LOAD CASE(S) Standard !///O N A\- \\\ \ 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pff) Vert:7-14=-10,1-0=-100 Concentrated Loads(Ib) Vert:15=-720(B) IIS I March 10,201: ® WARNING-Verity design paramerdrs and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity,of the 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,ereclion and bracing,consult ANSIrfPt1 quality Criteria,DSB-89 and BCSI7 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onotno Drive,Madison,WI 53719. Job Truss Truss Type Qty Ply 19443643 651632 F15 Floor Truss 6 1 Job Reference(optional) Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Mar 10 10:49:19 2015 Page 1 ID_8kMQOglCcvBYV7m4?iycCyToxk-DgobP6FmgayFQ70ztTUPZ9067XCCo6UW7gO5NzcMQ_ 0.1.8 H 13— i 1-6-0 SOM 1:19.9 iStl= 3x3— Y4_ 2U3— 3 4 &3= S b3— 6 15 1 h3= ]a5= 1P 13 12 11 10 9 s t 3x5= 3x3= 1.5x3 II 1.5x3 II 3x3— 19 II 16-0 4-0-0 8-3-0 10-9-0 12-16 16-0 26-0 4-3-0 26-0 1-4-8 Plate Offsets X Y: 6:0-16 Ed e LOADING(psf) SPACING 2-" CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.41 Vert(LL) -0.0711-12 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.64 Vert(TL) -0.1011-12 >999 240 BCLL 0.0 Rep Stress Ina YES WB 0.39 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight:63 lb FT=11%F,11%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS (Ib/size) 1450/0-3-0 (min.0-1-8),7=657/Mechanical FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 14-15=646/0,1-15=645/0,6-7=651/0,1-2=625/0,2-3=-1397/0,3-4=-1614/0,4-5=-1385/0, 56=-598/0 '` /r BOT CHORD 12-13=0/1166,11-12=0/1614,10-11=0/1614,9-10=0/1614,8-9=0/1146 S\\,`�V, S . .` WEBS 6-8=0/813,1-13=0/804,5-8=-762/0,2-13=-753/0,5-9=01348,2-12=0/341,4-9=-404/0,3-12=-393/0 •,.\\ V NOTES (6-9) \ �J �CENS,' i 1)Unbalanced floor live loads have been considered for this design. +. 1 .• 1 '' 2)All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7f if 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. / 34869 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 walls at their outer ends or restrained by other means. - LL 5)CAUTION,Do not erect truss backwards. 6)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. STATS I ,'•.�� 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 '•,. '�Of���P,.' 9)Use Simpson THA422 to attach Truss to Carrying member ! S� •,••,,. \\\\ LOADCASE(S) Standard March 10,201: A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing show is for 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 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSVTP11 Quality Criteria,DSB-89 and BCS11 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofio Drive,Madison,WI 53719. FBuilders Truss Truss Type Dty Ply 19443645 F 17 Floor Truss 2 1 Job Reference(optional)stSource, Jacksonville,FI 322M 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Mar 10 10:49:20 2015 Page 1 ID:_8kMOOgICcvBYV7m4?iycCyToxk-hOMzcSGObu6ptaiaXaJymiVlXgtxD?dlnQxcgzctAPz 1.8 �1-3-0 H i 1-6�-� 011,g aw�a tae.e tso _ s4= a4 14 --------------- Mss= 1 10 16 15 14 13 12 11 to 34— u4= 1.5`3 93= >4= Y5= 313= 1�0 4-0-0 9-8-4 12-2-4 Etl e 14-8-0 16-2-4 1 6 0 2�i 0 5-8-4 2-" 2_8 1-6-0 Plate Offsets X Y: 1:Ed 0.1-8 8:0.1-8 Ede 14:0.1-8 LOADING(psf) SPACING 2-" CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.65 Vert(LL) -0.18 12-13 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.87 Vert(TL) -0.2812-13 >676 240 BCLL 0.0 Rep Stress Ina YES WB 0.54 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight:84 lb FT=11%F,11%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-"oc purlins, except end verticals. BOT CHORD 2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 10-"oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS (Ib/size) 17=870/0-3-0 (min.0-1-8),9=870/0-5-4 (min.0-1-6) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 17-18=-867/0,1-18=-866/0;9-19=-866/0,8-19=-865/0,1-2=-876/0,2-3=-2092/0,3-4=-2850/0, 4-5=-2850/0,5-6=-2738/0,6-7=-2109/0,7-8=-871/0 BOT CHORD 15-16-0/1639,14-15=02542,13-14=0/2850,12-13=02850,11-12=02562,10.11=0/1634 \\\ \t •/i /// WEBS 8-10=0/1123,1-16=0/1130,7-10=-1062/0,2-16=-1061/0,7-11 /660,2-15=0/630,6-11=X30/0, \ V r\• / 1 -15=-626/0,6-12=0/352,3-14=0/622,5-12=-395/103,4-14=-256/0 3 `LENS NOTES (5-7) J 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. ! 86 ... 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbaccs,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 T1[ at their outer ends or restrained by other means. y ... ,w1 5)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. r `- 6)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. i STATE OF 7)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 ORtDP LOAD CASE(S) Standard / �rtti►+� March 10,201: g WARNING-Verify design perimeters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCe PAGE 116I(-7473 BEFORE USE. - - - - Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 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 ANSVTPII Quality Criteria,DSB-89 and BCSI1 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 IYOnofrio Drive,Madison,WI 53719. JobTruss Truss Type ply Ply ' 19443647 651832 F19 Floor Truss 1 1 Job Reference(( Tonal Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MTek Industries,Inc. Tue Mar 10 10:49:212015 Page 1 ID:_8kMQOglCcvBYV7m4?IycCyToxk-9CwLgoH1 LCEgUkHm51VYU_EgRx9Ngg8nzR9V9GzcMPy 0-1-8 g H ' 1r 3-0 1-1 150= U4 y3= 3,4 1 Y4= 2 3 t 3 3e3= e 7 1a ,e1s ,a a 13 11 m Is= b4= 94= 1.Sv3 3 3= .4= 46= &3= h3= k 1-6-0 4-0-0 9-10- 12-4-4 1410-4 16-0-4 ' 1-6.0 2-6-0 5-10-4 2-6-0 2-" 1-6-0 Plate Offsets X Y: 1:Ed a 0-1-8 8:0-1-8 Ede 14:0-1-8 Ed e LOADING(psf) SPACING 2-" CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.68 Vert(LL) -0.1912-13 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.92 Vert(TL) -0.3012-13 >646 240 BCLL 0.0 Rep Stress Ina YES WB 0.54 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight:84 lb FT=11%F,11%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-M oc pudins, except end verticals. BOT CHORD 2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 10-M oc bracing, Except: WEBS 2x4 SP No.3(flat) 2-2-0 oc bracing:13-14. REACTIONS (Ib/size) 17=879/0-5-4 (min.0-1-8),9=879/0-5-0 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 17-18=-877/0,1-18=-876/0,9-19=-875/0,B-19=-874/0,1-2=-887/0,2-3=-2120/0,3-4=-2907/0 4-5=-2907/0,5-6=-2786/0,6-7=-2138/0,7-8=-881/0BOTC \� \\1 1 1 1 1►1K 1 1 1/! WEBS B-1 8 10 0/01/13691 16=0/101/4487-10=-1 075/0,2-16=-1074/090711=0/673 26105=0/642,6/16-644/0, \��\\� .•.. 3-1 5=-64010,6-12=0/366,3-14=0/653,5-12=-415/99,4-14=-275/0 `J.•.- \CENS+�, .• ^ NOTES (5-7) 1 •• 1 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. ! 34869 3)"Semi-rigid pitchbreaks inducting heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls T 1T •,i l�+ at their outer ends or restrained by other means. 5)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the /" y responsibility of the building designer per ANSI TPI 1 as referenced by the building code. STATS I 6)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. •,s`\ '` 7)Truss Design Engineer Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 S(`•••!rt oRIt P.•• G LOAD CASE(S) Standard f// l��r •• •�i� \� March 10,201: WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mt1-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters sham,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members onty.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 ANSl1TPII Quality Criteria,DSB-89 and BCSI1 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job Truss Truss Type Qty Ply 651832 F21 Floor Truss 2 19443649 1 Job Reference(optional) Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Mar 10 10:49:22 2015Page 1 ID:_8kMOOgICcvBYV7m4?iycCyToxk-dPUk18lf6VMX6usze?OB1 BnonKXVP4.C5v2hiOPx 1-3-0 1-5-8 Sx9 II 2x6 II Us II 1x6 II 2 10 3 11 1 Ti T1 WI � Y1Q W2 � B1 d5= 1.5x3 3x5= 9 e s s 15x3 II 15.3 II 4-4-0 5-8-8 44-0 1-4-8 Plate Offsets X Y: 2:0-3-0Etl a 4:0-3-0Ed a 8:0-1-8 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.84 Vert(LL) -0.05 7 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.80 Vert(TL) -0.07 6-7 >994 240 BCLL 0.0 Rep Stress Ina NO WB 0.71 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight:38 Ib FT=11%F,11%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-8-8 oc pudins, except end verticals. BOT CHORD 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-"oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS (Ib/size) 9=754/Mechanical,5=754/Mechanical Max Grav 9=784(LC 3),5=820(LC 4) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-9=-808/0,4-5=-826/0,1-2=-1140/0,2-10=-1140/0,3-10=-1140/0,3-11=-622/0,4-11=-622/0 BOT CHORD 7-8=0/1140,6-7=0/1140 \\ \`\S- S•K WEBS 4-6=0/826,1-8=0/1484,3-6=-68810,2-8=-81110 \\ V J,r ENS \CE'C NOTES (7-10) � � •;� � 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. / X869 '• '* 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbadks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. _ T 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)527 Ib down at 1-104,and 527 Ib down at 3-104 on r Tt •.. top chord. The design/selection of such connection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the i STAT OF \ responsibility of the building designer per ANSI TPI 1 as referenced by the building code. •' fi�O�'D P •. ••�•,� ,; 8)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 �// { ! ""•' •{�\\\� 10)Use Simpson THA422 to attach Truss to Carrying member LOAD CASE(S) Standard 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-9=-10,14=-100 Concentrated Loads(lb) Vert:10=-447(F)11=-447(F) March 10,201: - - ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE. - - Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 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 ANSUTPII Quality Criteria,DSB419 and BCSI1 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onotrio Drive,Madison,WI 53719. FFirstSouro-e, Truss Truss Type Qty Ply 19443651 F23 Floor Truss 2 1 Job Reference(optional) Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Mar 10 10:49:23 2015 Page 1 ID:_8kMQOglCcvBYV7m4?iycCyToxk-5b26FTIHtpUOk1 R9CjYQZPK9gk268hl3RIecD9zcMPw 0-1-8 an= 1-3-0 Seo.19] T1 S I.W= WI 81.1 81 S 7 8 5 U3= 1S]II 3-7-4 3-7-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.12 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.07 Vert(TL) -0.00 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2010/rP12007 (Matrix) Weight:23111 FT=11%F,11%E LUMBER BRACING TOP CHORD 20 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-7.4 oc purlins, except end verticals. BOT CHORD 2x4 SP No-2(flat) BOT CHORD Rigid ceiling directly applied or 10-"oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS (Ib/size) 8=182/0-3-4 (min.0-1-8),5=188/Mechanical FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES (6-9) - 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. \\ i`S 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �\ �� .•....•,z-\k: / ��� 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1Od(0.131"X 3")nails. Strongbacks to be attached to walls `J-.. ,CENS� at their outer ends or restrained by other means. .7 5)CAUTION,Do not erect truss backwards. 6)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. ! .34869 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 — '\ 9)Use Simpson THA422 to attach Truss to Carrying member LOAD CASE(S) Standard J 44/ STATE OF i fi�ORiDP •'• � � March 10,201: WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE- - - - - Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability'of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the 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 ANSVTPl1 Quality Criteria,DSB-89 and BCS11 Building Component Boynton Beach,FL 33435 SafetyInformation available from Truss Plate Institute,583 D'Onofio Drive,Madison,WI 53719. Job Truss Truss Type Qty Ply 19443653 651832 HJ02 JACK-PARTIAL TRUSS 4 1 Job Reference(optional) Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Mar 10 10:49:24 2015 Page 1 I D:_8 kM QOg I CcvBYV7 m4?iycCyToxka ncU SpJve7cF LBOLmQ 3f6rsBBBFut5J Dg PO91bzcM Pv -2-9-15 5-4-12 9-10.13 r 2-9-15 54-12 481 SnY�t]9.a - B 2a5 12 9 e h T1 W1 2 LJ 81 CCC 1 -1111 a4= 10 11 t2x�I 12 6 5 14_ IX 0 2 5-4-12 9-10-13 0-2 5-24 481 Plate Offsets MY):: 2:04-13 Ed e LOADING(psf) SPACING 2-" CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) -0.04 6-7 >999 240 MT20 244/190 TCDL TO Lumber Increase 1.25 BC 0.61 Vert(TL) -0.09 6-7 >999 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.26 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2010rrP12007 (Matrix) Weight:42 It, FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-"oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-10-14 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizer's and required cross bracing be installed durin truss erection in accordance with Stabilizer Installation quide. REACTIONS (Ib/size) 4=111/Mechanical,2=376/0-4-15 (min.0-1-8),5=183/Mechanical Max Horz 2=166(LC 4) Max Uplift4=-123(LC 4),2=-387(LC 4),5=-115(LC 8) _ Max Grav 4=135(LC 2),2=459(LC 2),5=242(LC 3) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. \\\\�w✓..."•rl,. /,/�// TOP CHORD 2-8=563/347,3-8=-614/361 io" EN BOTCHORD 2-10=-428/608,10-11=-428/608,7-11=-428/608,7-12=-428/608,6-12=-428/608S'�WEBS 3-6=536/448 NOTES (9-11) 34869 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf,BCDL=3.Opsf;h=24ft,Cat.11,Exp C;Encl.,GCpi=0.18;MWFRS(envelope)gable end zone,Lumber DOL=1.60 plate grip DOL=1.602)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 35-0 tall by 2-0-0 wide will fd between the bottomchord and any other members. 44)All bearings are assumetl to be SP No.2 crushing capacity of 565 psi. ATEOF 5)Provide mechanical connection(by others)of truss to bearing plate capable ofwithstanding 123 Ib uplift atjoint4,387 Ib upliftatjoint2 and 115 Ib upliftatjoint 5. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ....•• 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)8 Ib down and 35 Ib up at 4-3-11,8 Ib down and 35 Ib up l/ ��O \\\ 46 b up at and 15--11b 2 It,down aand nd 2 Ib up at lb up at 14-3-11,12 lb down and 2 48 lb down and 9b up at 4-3-18 lb up at 1-10 on top 1,and 42 b down and 6111down and 46 lb up 0,d 42 Ib down at 7 1 10 on bottom and r /t N)A�-4 chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 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 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-44,2-5=-10 Concentrated Loads(lb) Vert:8=41(F=20,B=20)9=-79(F=-39,B=-39)10=60(F=30,8=30)11=-8(F=-4,B=4)12=-28(F=-14,B=-14) March 10,201: A WARNING-Verrty design,parem9eters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MR-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity,of the 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 ANSIRPII Quality Criteria,DSB-89 and BCSI1 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job Truss Truss Type Qty ply 19443654 651832 T01 Hip Truss 2 1 Job Reference o tional Builders FirstSource, Jacksonville,FI 32244 - 7.350 s Sep 27 2012 MTek Industries,Inc. Tue Mar 10 10:49:25 2015 Page 2 ID:_8kMQOgICcvBYV7m4?iycCyToxk-2zAsf9KXPQk6zLbYK8auegPLwYZacRkMu37i11 zcMPu 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 SPIE. 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 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-44,4-9=-44,9-12=-44,2-11=10 Concentrated Loads(lb) Vert:4=-157(B)7=90(13)9=-157(B)17=197(B)13=197(B)18=-90(B)19=90(13)20=90(B)21=90(13)22=90(B)23=-90(B)24=90(B)25=24(B)26=24(B)27=24(13)28=-24(B)29=-24(B) 30=-24(B)31=24(13)32=-24(B) A•-WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design pammenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 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 ANSVfPII Quality Criteria,DSB-89 and BCS11 Building Component Boynton BBach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,W 53719. Job Truss Truss Type Qty Ply 19443656 651832 T03 Hip Truss 2 1 Job Reference(optional) Builders FirstSource, Jacksonville,FI 32244 735027 27 2012 MiTek Industries,Inc.Tue Mar 10 10:49:27 2015 Page 1 ID_8kMQOgICcvBYV7rn4?iycCyTdxk-_MHd4rLnx2_gCfkwRYdAkFUjXLFu4UXfMNcpMwzcMPs 211 1 5-10-14 11-0-0 15-11-8 20-11-026-02 1 -0 33-11-0 2-0-0 5-10-14 5-1-2 4-11-8 4-11-6 5-1-2 5-10-14 2-0-0 8oY"tia5 Si8— 2.4 II se= 4 s a 4ao a r a a e 13 t� 10 � b 4.5= 3.4= W A4= 4s i 8-4-10 15-11-8 23-6-0 31-11-0 8-0-10 7.6-14 7-6-14 6-4-10 Plate Offsets X Y: 2:0-2-14 Ed a 8:0-2-14 Ed 11:0-4-00-3-0 LOADING(psf) SPACING 2.0.0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plateslncrease 1.25 TC 0.58 Vert(LL) 0.3211-12 >9% 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.72 Vert(TL) -0.4611-12 >826 180 BCLL 0.0 Rep Stress Ina YES WB 0.17 Horz(TL) 0.13 8 n/a Na BCDL 5.0 Code FBC2010/rP12007 (Matrix) Weight:148 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-11-1 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed Burin truss erection in accordance with Stabilizer Installation quide. REACTIONS (Ib/size) 2=948/0-3-8 (min.0.1.8),8=952/0-5-8 (min.0-1-8) Max Horz 2=58(LC 12) Max Uplift 2=-422(LC 8),8=-426(LC 9) Max Gray 2=1127(LC 2),8=1133(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. �\ `v S S.K TOP CHORD 2-3=2717/1633,3-0=-2425/1454,4-5=-2299/1439,5b=-2299/1439,6-7=2407/1443,7-8=-2687/1613 �\ _` BOT CHORD 2-12=14202511,11-12=-10622004,10-11=-10672001,8-10=-14252491 �V`'•' >;CENS,,'•.�� i WEBS 3-12=372r338,4-12=-1W/375,4-11=-166/428,5-11=-296233,6-11=-173/436,6-10=-170/362, i 7-10=352/324 X f NOTES (9-11) 34869 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.II;Exp C;End.,GCpi=0.18;MWFRS(envelope) T and C-C Extenor(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 nonconcurrent with any other live loads. '� STATE l 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. R�ORIO P 6)All bearings are assumed to be SP No.2 crushing rapacity of 565 psi. (1 '+.....•• _�`v �� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 422 Ib uplift at joint 2 and 426 Ib uplift at joint 8. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 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 March 10,201: A WARNING-Verify design parameters and REAO'NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II-7473 BEFORE USE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity,of the 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 ANSVTPII Quality Criteria,DSB-89 and BCSI7 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job Truss 7--pT Oty Ply 19443658 651832 T05 2 1 Job Reference o tional Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc.Tue Mar 10 10:49:29 2015 Page 1 ID:_8kMQOgICcvBYV7m4?iycCyToxk-wIPNVXN2TfFYSyuJZzegpgalz9ysYBLyph5wRozcMPq -2Z 7-10 14 15-0-0 16-11-0 24-0-2 31-11-0 33-11-0 2 7-10-14 7-1-2 1-11-0 7-1-2 7-10-14 2-0-0 BOM•1:56.1 4x6= 4a6 5 6 Tib h6 3.4 4 3.4 4W r 3 6 6 2 16 cit 15 14 15 12 11 _ 2.4 T,4=b!—Y4 7-10-14 15-0-0 16-11-0 24-D-2 31-11-0 7-10-14 7-1-2 1-11-0 7-1-2 7-10-14 Plate Offsets(X.Y): 2:0-2-14 Ed a 9:0-2-14 E e LOADING(psf) SPACING 2-M CSI DEFL in (loc) VdefI Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.71 Vert(LL) 0.30 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.69 Vert(TQ -0.45 14-15 >849 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.98 Horz(TL) 0.14 9 rVa nla BCDL 5.0 Code FBC2010/TP12007 (Matrix) Weight:147 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-13 do purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-11-3 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed durin truss erection in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=948/0-3.8 (min.0-1-8),9=952/0-5.8 (min.0-1-8) Max Horz 2=-75(LC 17) Max Uplift 2=406(LC 8),9---009(LC 9) Max Grav 2=1127(LC 2),9=1133(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2670/1602,3-4=-1853/1151,4-5=-1796/1168,5-6=-172911164,6-7=1796!1169,7-8=-185311152, v 8-9=26511/1589 �� •' \GEN$F' . � �� BOT CHORD 2-15=13742455,14-15=-1374/2455,13-14=-844/1660,12-13=4844/1660,11-12=-1387/2446, 9-11=-13872446 WEBS 3-14=-871/600,5-14=-181/341,6-12=479/337,8-12=-848/584 , 34869 NOTES (9-11) 1)Unbalanced roof live loads have been considered for this design. l �ty..... 2)Wind:ASCE 7-10,Vult--130mph(3-second gust)Vasd=101mph;TCDL=4.2psf,BCDL=3.Opsf,h=24ft;Cat.II;Exp C,End.,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 �. •:�44J` 3)Provide adequate drainage to prevent water ponding. STATE OF 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom ^'•.•F(,p R 10 P .•a�i�`1 chord and any other members. ��''"'• �` ��\ 6)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 8)"Semi-rigid pitchbrea7)Provide mechanical ksnnclulon d incy others)of truss toluding Member end fiz fixity odelaring twas used inable fwithstanding the analysis andesign lb lft ofthislnt 2 trtruss. 409 Ib uplift at joint 9. JJJ J N AI 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 SPIE. 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 March 10,201: ® WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 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,consultANSVTP11 Quality Criteria,DSB-89 and BCS11 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job Truss Truss Type - Qty Ply 19443660 651832 T07 GABLE 2 1 Job Reference o tional Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc.Tue Mar 10 10:49:32 2015 Page 1 ID:_8kMQOgICcvBYV7m4?iycCyToxk-LK5W7YPwmad6JQdu E6CXRICeUM6ylmbOVfKa 17zcMPn -2-0-0 15-11-8 31-11-0 33-11-0 2-0-0 15-11-8 15-11-8 2-0-0 gak•t:57.9 45= a4 II a1 II 12 ] N4 II 11 a4 II a4 II 16 14 a4 II a4 II 9 16 1. II Sve� e 16 S6 a4 11 7 n iR 4,w� a4 II 6 a4 II a4 5 1 19 a4 I a4 II 4 26 a4 II g 21 T T 2 22 d 2g g.4= 42 41 40 39 >8 g7 X 95 U W W gt b 29 M 27 26 25 24 U4= 2.4 II a4 II a4 II a4 II a4 II a4 II a4 II a4 II a4 II 5.6= 2.4 II a4 II a4 II a4 II a4 II a4 II a4 II a4 II a4 II 31-11-0 31-11-0 Plate Offsets(X,Y): :0-3-0 0-3-0 17:0-3-00-3-033:0-3-00-3-0 LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.31 Vert(LL) -0.03 23 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.09 Vert(TL) -0.04 23 n/r 120 BCLL 0.0 ' Rep Stress Ina YES WB 0.05 Horz(TL) 0.01 22 n/a n/a BCDL 5.0 Code FBC2010lrP12007 (Matrix) Weight:188 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed Burin truss erection in accordance with Stabilizer Installation uide. REACTIONS All bearings 31-11-0. (lb)- Max Horz 2=79(1_C 13) Max Uplift All uplift 100 Ib or less at joint(s)34,35,36,37,38,39,40,41,42,32,31,30,29, 28,27,26,25,24 except 2=-143(LC 8),22=-153(LC 9) Max Grav All reactions 250 Ib or less at joint(s)33,34,35,36,37,38,39,40,41,42,32,31, \ �/ 30,29,28,27,26,25,24 except 2=253(LC 2),22=253(LC 2) `v5_..+• G / FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. ` �V..• \GENSF •.A.C\ i i NOTES (11-13) 1 1. 1)Unbalanced roof live loads have been considered for this design. 7S 7 34869 7f 2)Wind:ASCE 7-10,Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf,BCDL=3.Opsf,h=24ft,Cat.II;Exp C,End.,GCpi=0.18;MWFRS(envelope) and C-C Extedor(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 _ kit �y 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 applicable,or consult qualified building designer as per ANSI/TPI 1. !,�t, 4)Gable requires continuous bottom chord bearing. W` 5)Gable studs spaced at 1-4-0 oc. STATE O 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '• 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-M wide will fit between the bottom (� chord and any other members. V-_(\ ''••... • 8)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. �� S�0 p \\\ 9)Provviide2mechanical� co2neection(xceptUy otthe2rs143t 22s'S3beanng plate capable of withstanding 100 lb uplift atjoint(s)34,35,36,37,38,39,40,41,42,32,31, �j��O N)A\-30, 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 I March 10,201: A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 01-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 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 ANSUTPl1 Quality Criteria,DSB-89 and BCSI1 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. - Job Truss Truss Type CityPly 19443662 651632 Tog Common Truss 16 1 Job Reference(optional) Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MTek Industries,Inc.Tue Mar 10 10:49:35 2015 Page 1 I D:_8kMOOg ICcvBYV7m4?iycCyToxk-IvmemaSp2V?hAtMTvEIE2wq?ta_7y0wgBdYEeSzcMPk -2-0-0 8-4-10 15-11.8 23.6 31-11-0 2-0-0 8-0-10 7-6-14 7.6-14 84-10 sow-r�s.1 5 h8� Ib 2"O 4 3 1 4.00112 d s d1 11 12 10 13 a py= Y4= Ove= a.4= us_ 10-10-15 21.0-1 31-11-0 _ 10-10-15 10-1-3 10-1 D-15 Plate Offsets KY):: 2:0-2-14 Ede 6:0-3-0 E e - LOADING(psf) SPACING 2-041 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.94 Vert(LL) -0.38 8-9 >995 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.76 Vert(TL) -0.76 8-9 >500 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.46 Horz(TL) 0.11 8 n1a n1a BCDL 5.0 Code FBC20107rP12007 (Matrix) Weight:133 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied. T3:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-11-0 oc bracing. BOT CHORD 2x4 SP No.1 MiTek recommends that Stabilizers and required cross bracing be installed WEBS 2x4 SP No.3 during truss erection in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=996/0-3-8 (min.D-1-8),8=893/Mechanical Max Horz 2=89(LC 12) Max Uplift 2=-403(LC 8),8=301(LC 9) \� Max Grav 2=1137(LC 2),8=1011(LC 2) \� �C S If FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. •• •• '••. �i TOP CHORD 2-3=2797/1652,3-4=-2456/1450,4-5=-2395/1469,5-6--2418/1492,6-7=-2479/1474,7-8=-2822/1688 v `GENS j BOT CHORD 2-11=14782579,11-12=-868/1686,10-12=-868/1686,10-13=-868/1686,9-13=-868/1686, '• �� 8-9=15192620 WEBS 5-9---034/794,7-9=-566/515,5-11=-002!763,3-11=-537/486 7 34869 •• NOTES (8-11) 1)Unbalanced roof live loads have been considered for this design. - 4 2)Wind:ASCE 7-10;Vult-130mph(3-second gust)Vasd=101mph,TCDL=4.2psf;BCDL=3.Opsf,h=24ft,Cal.II;Exp C;Enc.,GCpi=0.18;MWFRS(envelope) TI -! and C-C Extenor(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. STATE OF 4)•This truss has been designed for a live load of 20.Dpsf 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,with BCDL=S.Opsf. -(�'•..FC O R 10 P.•'�� 5)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. V'{1 '•••... 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(it-lb)2=403,6=301. �/� V'OW- 7) ^t the analysis and design of s truss. 8)This mmanlufactured product breaks is designeding d as anbindividur end al building componenxity model was usedt nThe suitability and use of this lcomponent for any particular building is the O'V �1\ �` responsibility of the building designer per ANSI TPI 1 as referenced by the building rude. 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 March 10,201: WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 BEFORE USE. - Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 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/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofno Drive,Madison,WI 53719. Job Truss - Truss Type Qty Ply 19443664 ' 651832 T11 Monopitch Truss 2 1 Job Reference o tional Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc.Tue Mar 10 10:49:37 2015 Page 1 I D:_8kMOOgi CcvBYV7rn4?tycCyToxk-hHuPBGT3a6FPPBVrl foi8LvUONjIQuY7fx1 LjLzcMPi -2105-6-3 10-8-13 _ 16-3-0 1 2_. 5-6-3 5-2-11 5-6-3 2.4 II 8a -1:36.7 6 rz Y4 3.6 6 4 4.00 12 - 3 T1 2.4 II 2 A B1 B2 • 6 10 W= =7 8-143 16.3-0 8-1-8 8-143 LOADING(psf) SPACING 2.0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.10 7-9 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.17 7-9 >999 180 BCLL 0:0 Rep Stress Ina YES WB 0.58 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2010rTP12D07 (Matrix) Weight:95 Ib FT=20% LUMBER BRACING TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-6-2 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed Burin t uss erection in accordance with Stabilizer Installation uide. REACTIONS (Ib/size) 7=424/0-343 (min.0-143),10=534/0-543 (min.0-143) Max Hoa 10=213(LC 8) Max Uplift7=-215(LC 12),1O=231(LC B) Max Grav 7=503(LC 2),10=637(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. `\\\ \_ `S•' S. },j� TOP CHORD 3-4=-624/294,4-5=-557/301,2-10=-310/335 v s7 /• / BOT CHORD 9-10=-612/738,8-9=-368/469,743=-368/469 WEBS 3-9=-199/251,5-9=-141/315,5-7=-006/479,3-10=-073/322 ` •,•• 'rGEN$F'•.,•.� � J � NOTES (7-9) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf,h=24ft;Cat.II;Exp C;End.,GCpi=0.18;MWFRS(envelope) 734869 and C-C Extenor(2)zone,end vertical left exposed,C-C for members and forces&MWFRS for reactions shown,Lumber DOL=1.60 plate grip DOL=1.60 _ 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. nN� 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 343-0 tall by 2-0-0 wide will fit between the bottom_ LL chord and any other members. 4)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. :• 4U 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Ot=lb)7=215,10=231. STATE Of `• 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. •••• ,•"�\ 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the ••,;C OR►D P;•' 1 responsibility of the building designer per ANSI TPI 1 as referenced by the building code. / S •••+•'•' '� \� 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. / \ / ON \ 9)Truss Design Engineer Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 (i"��+ \ LOAD CASE(S) Standard March 10,201: WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 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 ANSIRPl1 Quality Criteria,DSB439 and BCSI1 Building Component Boynton Beach,FL 33435 SafetyInformation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,W 53719. - Job russ cuss Type ty Iy 651832 Tit MONOPITCH TRUSS 2 2 Job Reference O tional • 7.350 5 Se 27 2012 MTek Industries,Inc.Tue Mar 10 12:38:08 2015 Page 2 Builders FirstSource,Jacksonville,FI 32244 ID:_8kMQOglCcvBYV7m4?IycCy�oxk-Rdw4juJi2sp1 Lg5RspOm2jzxvg8R_NOc1 KhuO6zcLiD LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-44,2-6=-44,7-11=-10 Concentrated Loads(Ib) Vert:9=-883(8)12=-883(8)13=-883(8)14=883(6)15=-883(B)16=883(8)17=-883(8)18=883(13) Y WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MH-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Julius Lee PE. is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSVTP11 Quality Criteria,DSB-a9 and BCSI1 Building Component Boynton Beach,FL 33435 SafetyInformation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job Truss TruTOty PIY 19443667 651832 T14G GABLE 1 1 Job Reference(optional) ssype Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Mar 10 10:49:40 2015 Page 1 I D:_8kMQOg I CC•vBYV7m4?iycCyToxk-6saXpHVxt1 d_GfEQinLPI_X?dbo3dFCaLvG?JgzcMPf -2-0-0 5-6-13 10-10-3 16-5.0 2-0-0 5-6-13 5-3-5 5-6-13 2x4 II soM.1:E.e 6 2a4 II 2.4 II 2x4 II 34 U4 c 2x4 II s Ti b4 II sae� 4 4x12 11 iT4 1s 4M 12 d d 2x4 II N4 II T1 n Tt s8 TS 2a4 II 2x4 II n z. 2.4 II 2x4 II •� 2x4 I et 1e a�4 1 6 e 2x4 h4 Di4 11 45= 98= AN= 7 94= 2x4 11 5-6-13 10-10-3 16-5-0 5-6-13 5-3-5 5-6-13 Plate Offsets 25:0-1-140-1-0 LOADING(psf) SPACING 2.0-0 CSI DEFL in (loc) I/deb Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) 0.04 8-10 >999 240 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.26 Vert(TL) -0.05 10-11 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.59 Horz(TL) -0.01 7 n/a Na BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight:134 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-M oc pur ins, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7.6-1 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed OTHERS 2x4 SP No.3 duhn truss erection in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 7=429/0-5-8 (min.0-1-8),11=538/0-5-8 (min.0-1-8) Max Horz 11=290(LC 8) Max Uplift 7=355(1_C 12),11=382(LC 8) Max Grav 7=508(LC 2),11=642(LC 2) ��\\�w?.•S••r\, /!/� FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. \ \� •..�� TOP CHORD 2-3=-802/400,3-4=-526/229,4-5=-067/241,2-11=-636/491 \CENSE BOT CHORD 10-11=-370/173,9-10=-624/800,8-9=-624/800,7-8=-380/516 ' WEBS 3-8=-321/277,5-8=-94/264,5-7=-650/478,2-10=-305/668 * 34869 NOTES (9-11)Wind:nd:ASCE 7-10;Vult-130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft,Cat.II;Exp C;End.,GCpi=0.18;MWFRS(envelope) gable end zone and C-C Exterior(2)zone;end vertical left exposed,C-C for members and forces&MWFRS for reactions shown,Lumber DOL=1.60 plate — •y�� y�j*���}} 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 ANSI/TPI 1. STATE OF 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. ••. fi(,OR�a P .•• V\\•� 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0-0 wide will fit between the bottom ••.....•• a chord and any other members. f�/� �0 A I AA` 6)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. �Y 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt--lb)7=355,11=382. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 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 March 10,201: WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE.' Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Julius Lee PE. is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 1109 Coastal Ba erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Y fabrication,quality control,storage,delivery,erection and bracing,consult ANSVTPII Quality Criteria,DSB-89 and BCSI1 Building Component Boynton Beach,FL 33435 SafetyInformation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job Truss Truss Type Ory Ply 19443668 651832 T15 Hip Truss 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Mar 10 10:49:412015 Page 2 ID:_8kMQOglCcvBYV7rn4?'y YToxka28vOdWaeLlruopdGVselB33D??2MpujaZ?Zs6zcMPe LOAD CASE(S) Standard Concentrated Loads(lb) Vert:3=-149(B)4=149(13)8=-24(B)9=191(8)7=-191(B)10=-87(B) ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE hf11-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parementers and proper incorporation of component is responsibility of building designer-not truss designer.Braong shown is for 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 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSVTP11 Quality Criteria,DSB-89 and BCS11 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job Truss Truss Type Qty Ply 19443670 651632 T17 Half Hip Truss 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Mar 10 10:49:42 2015 Page 1 ID:_8kMQOglCcvBYV7m4?iyc yToxk-2FhIE7XCPfthWyOppCNtrPcBJONn568soC16OYzcMPd 2-0-07-00 11-7-8 16-3-0 2-0-0 7-M 4-7.8 4-7-8 t:b.t .12= E n + z s am vvz vn vrz 1 2 Bi az = 8 11 B 15 � 18 17 2.4 II 6 LI 11 7-M 11-7-8 16-30 7-0-0 4-7-8 4-7-8 Plate Offsets X Y: [2:G-4-15,0-1-81 LOADING(psf) SPACING 2-00 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.99 Vert(LL) 0.15 7-9 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.76 Vert(TL) -0.28 2-9 >692 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.81 Horz(TL) 0.06 6 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight:72 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-8-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed dune truss erection in accordance with Stabilizer Installation uide. REACTIONS (Ib/size) 6=897/0-3-8 (min.0-1-8),2=841/0-5-8 (min.0-1-8) Max Horz 2=90(LC 4) Max Uplift6=423(LC 4),2=-466(LC 4) _ Max Grav 6=1 059(1-C 2),2=998(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. \\\ \�S.• S.K TOP CHORD 2-3=-2617/1092,3-10=-2059/847,10-11=-2059/847,4-11=-2059/847,4-12=-2059/847,12-13=-2059/847, -`� �• 5-13=-2059/847,5-0=-1002/442 ` ,•. �CENSF BOT CHORD 2-9=-1079/2483,9-14=-1083/2508,8-14=-1083/2508,8-15=-1083/2508,7-15=-1083/2508 •?? WEBS 3-9=-47/510,3-7=-481/305,4-7=-530/306,5-7=-8832136 NOTES (10-12) / 34869 1)Wind:ASCE 7-10,Vult-130mph(3-second gust)Vasd=101 mph,TCDL=4.2psf,BCDL=3.Opsf,h=24ft;Cat.II;Exp C;End.,GCpi=0.18;MWFRS(envelope), _ Lumber DOL=1.60 plate grip DOL=1.60 _ 1f `1} -1 2)Provide adequate drainage to prevent water ponding. ..... 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. „ .•:\�(V` 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-60 tall by 2-M wide will fit between the bottom STATE I 'Z chord and any other members. 5)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. ^••. (OR)0 P .` ['� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)6=423,2=466. / u•.(\ '••....•• `�"\� 7)"Semi-rigid pitchbreaks inducling heels"Member end fixity model was used in the analysis and design of this truss. /// �ON V �\ 8)Hangenb up at 9-0-12,106 Ib down and 99 ber connection suphatl be-0-12 provided d 106 lb down and 99 b up ttated 13-0--112,(and83 lb down 106 Ib down and 99nd 218 1b up b up at 15 0-1106 on op chord,lb down and nd ��� \` 278 Ib down and 98 lb up at 7-M,71 Ib down at 9-0-12,71 Ib down at 11-0-12,and 71 Ib down at 13-0-12,and 71 Ib down at 15-0-12 on bottom dtord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 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:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 i LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-44,3-5=-44,2-6=-10 Continued on page 2 March 10,201: ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design pammenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 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 ANSVTP11 Quality Criteria,DSB-89 and BCS11 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onotrio Drive,Madison,WI 53719. Job Truss Truss Type aty Ply 19443671 651832 T18 Jack-Partial Truss 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Mar 10 10:49:42 2015 Pag9e 1 ID: 8 kMQOg ICcvBYV7rm4?iycCyToxk-2 Fh I EzXC Pfth WyOppCNtrPcOvOX05H NsoC16OYzcMPd 7-0.0 7-0-0 2.4 n sok•r:133 N4 II 3 3.00 W27 2x. 2 T1 an BTr 1 LlB1 ggglll 7 B s 2"II N4 II LOADING(pst) SPACING 2-0-0 CSI DEFL in (loc) 1/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 019 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.10 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.09 Horz(TL) 0.00 n/a rda BCDL 5.0 Code FBC2010rrP12007 (Matrix) Weight:26 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2x4 SP No.3 MiTek recemmentls that Stabilizers and required cross bracing be installed OTHERS 2x4 SP No.3 Burin truss erection in accordance with Stabilizer Installation quide. REACTIONS All bearings 7-M. (lb)- Max Horz 1=:63(LC 8) Max Uplift All uplift 100 Ib or less at joints)1,5,6 except 7=109(LC 8) Max Grav All reactions 250 lb or less at joint(s)1,5,6 except 7=291(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. S, WEBS 2-7=-296/317 � W. ••••�. ` \GENS, ,( NOTES (1a12) ` J�'� 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph,TCDL�.2psf,BCDL=3.Opsf,h=24ft;Cat.ll;Exp C,End.,GCpi=0.18;MWFRS(envelope) . e 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 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 / 34869 applicable,or consult qualified building designer as per ANSI/TPI 1. n/ 3)Gable requires continuous bottom chord bearing. -r T t •,�L`L,4)Gable studs spaced at 1-4-0 oc. ;,^0 ..... /`fit 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .r N 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-M tall by 2-M wide will fit between the bottom chord and any other members. i STATS O .� 7)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. - -A•` 1� P. , 6 Provide mechanical connection(by others of truss to bearing late capable ofvvithstanding 100 Ib uplift at'oint s 1,5,6 exce t t-Ib 7=109. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was 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 /L��O N Ai- 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:1109 Coastal Bay Blvd,Boynton Beach,FL 33435 LOAD CASE(S) Standard I i March 10,201: WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design pammenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE erector.Additional permanent bracing of the overall sfructure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabnoation,quality control,storage,delivery,erection and bracing,consult IANSI/TPI1 Quality Criteria,DSB-89 and 13CSt1 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. W0 D � W r 0 c zQ m D -V r � g cn W cn m D .� D °CO m s n o � o s nS�Wo� co m ° o A n a o Q� v y O E -(D C-- O D O n C �(o Com Co oo ((A — n (° O Cl) a�OC7�� min E o Q� Z 3O -i m °' ° m (D °_m m_ w D_po C) z O 3 C O 7 ° pv � 0 3cO1i � � aom� G7 (D CD �' ��cv ° o °a3 �. D pW d d O N�'Q n ,Xy p) r (D o S�. (D < - (D N A ,< (D (p Z ; p n N (D(O fD (D O 7 C y y n C)�G O O X -O En y t. --{(D (D <Cn S(D C O-(n a CT (��v O_ .+ D1 0-07 C _r O N O (� N O s, 7 o 0-0 (D O ° (D CD l< D (D (n Q a O M (D '- a ID _ O C O N C C O (D Q p (D N n -N QQrn o O ° d Z u' ° m C1.C N C D a o 0.Q z (D Q-p O' = N 3 6 O O ° : o CD D �n=3(o a o o = m(o (� C�a N CD (n a ern �� -� 3 (p S N p CD O in O O. O (D a 0 0 o O (pn G p 7'n ° O (n O N 7 a n (D N O � 3 (n o w � mom v0 --o Cl ° m ° (nx (°n Z C (D C 6 ° p N'SU 41 O (D X O (n n.fD O0 (n cn !n (�o z co m v z 0 -i a c- TOP CHORD ;m� Inc:= =x �Xo u C7 O 90 mOz °' C1-8 L -C:)'L � m p com rc--I OW i'= w�(c°n� C mm -nZ0D `< (D wzw' op r�z 2m `r 1 (,fl N m- (T7 O ('� m p m �' ti --I ? O (7 r mT X � 0 �� �m O °' cr O r 0)(;1 j � 0 mm mm W m (D D �n cn (n Dcn V N2-7 = N \{1 (D .r -D m 0).N _0 � O O a v v m m a 0 3 �• C') fll O w > . O �z mcn (D 07 0 0 tIj(n < m z3 = co oo 'A TI`< rn (o w r � O Co x � V j (n T D �. r- A (0 = o s (n W w m m i m cn ° S W D co co m 0 3 (n 4 ® { L-m 3 r* W D Ul z 0 (n x (D (O O -n O " Z N n CD 20 m mo n CD �x CD VC4-5 -pl CL o m TOP CHORD N r r N N J (n (r A W N 071 iI O (D W J O (T A W N O T) D0 m w70 "o (Dc O n o co m y r 3 o ciC7 cc y C 0 0`o -0 yz Q3 f nD (zny o �a� °.<m y a ° o voo mo n� 3y� m� w � m � mon CD O � � M � w� ma oo -o` m' o o ° o o m o o Q d m o o Q f y N o' o 3 a x m w o o: (D < (D y 3 �'CD m (D,� m (D y o < > > m m w w 3 (D C Q w w C N (O tU [) .n. ,;O .O n y n� 5, O w y n w 3 -: O w - y C W w w (D y C w O CD n .C. O S O a -O C (D O O-N' �.X m S O y w (D O' J o O S y() O O y C) (D - (O m _ J 3 0 n y n w w _.w (D X fD 3 c 3 w m w m � C w w y O C > > O w o y O O n (D y. O_.� (p O 3 m Q y m (D w O- t0 x w - c m oo-� w n'o wa � w n m a we U y 3m moo mN �m mm ° may ma a: cwi.3 �cr O CD E CD mo' m �.� < w o = m' m , 3 o. o d,� nm (D (o nm O �o 0 0 � �g 5c m,� o� oma w CO. y �� a� d o o a, � _ c -w m n> > 5m � n (D �. c O w m 3 w m w o °o w 2 ° <o w o y �'n m o ( O o3w m 'm2 0 � y m c � amc S� o nN m _ wpm wm ° o �m ° m (n (D O O- CD y J m (D O O ^ w C .O n w n O CD T CD O-J (� N CD C a w n n N j' O (D N (D C < 3 w y w y w O w '^O- _^.3 d < O N ¢ y �.y w n m w(O D `, FD n m m 3 m (D °' (° o_m �.m �.w y 3 o f y m o c o y w m m m (o o v 0 m <y o m m 3 s m n 2 y � m o o o Z n m y' moo' z w w m CD �-m m - O N(p m N CD �'D- O (D-O n O w m c CD d o d 'o y �< . N n y m _ y y C Z) Q w = w I O m O O "O S O O O- <(O N m Z C F y O-� N ^ t/� (1 3^., J�< n y N C w (D C O (D(D m O D-O Cn- �_w w (D N S w SJ y l J F�� o o .o o -o o y co �' m ^y' o' m m m ° m O -o- 5.,< W ^' a " y,y CD y o m N d o- °m'o o' �'< m n o (D a o m CDID a m O iY cw yc a Q w o w � a �w nw ? o �o o.S o m � my2 (D n mo o o F' N3 1� m yn S CD y x cpm 3 � x < m m oa o� m o a m 3'Sm m 37 co 'o (D o om o y m n O g � mo (nm a m Q CD 3 m (D (D Z o- Om rt CD N �9L'O ® T E " JOB SUMMARY REPORT JobAte FILE COPY TVR [ 01;Levet -- -— Member Name Results Current Solution Comments BM1 I Passed 12 Piece(s)13/4"x 16"1.9E Microllam®LVL Forte Software Operator Job Notes 10/14/2014 8:49:49 RM Forte v4.6, Design Engine:V6.1.1.5 Garrett Bumgardner JOb.4te BFS (904)772-6100 Page 1 of 2 garrett.bumgardner@bidr com ! g .....__.....__................_................_....._...__................................—__.........._....................._._._—_.__� I T E MEMBER REPORT Level, BM1 PASSED 2 piece(s) 13/4"x 16" 1.9E Microllam@ LVL Overall Length: 16 8 0 o Q, 1610 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(lbs) 5904 @ 0 2 0 9188(3.50") Passed(64%) 1.0 D+1.0 Lr(All Spans) Member Type:Flush Beam Shear(lbs) 4753 @ 17 8 13300 Passed(36%) 1.25 1.0 D+1.0 Lr(All Spans) Building Use:Residential Moment(Ft-lbs) 23625 @ 8 4 0 38893 Passed(61%) 1.25 1.0 D+ 1.0 Lr(All Spans) Building Code:IBC Live Load Defl.(in) 0.277 @ 8 4 0 0.544 Passed(L/708) 1.0 D+ 1.0 Lr(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.551 @ 8 4 0 0.817 Passed(L/356) 1.0 D+1.0 Lr(All Spans) • Deflection criteria:LL(L/360)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 7 0 3 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Loads to Supports(lbs) Supports Total Available Required Dead Floor Roof Total Accessories Lire Live 1-Column-SYP 3.50" 3.50" 2.25' 2937 333 2967 6237 None 2-Column-SYP 3.50" 3.50" 2.25' 2937 333 2967 6237 None Tributary Dead Floor Live Roof Live Loads Location Width (0.90) (1.00) 1 (non-snow:1.25) Comments 1-Uniform(PSF) 0 0 0 to 16 8 0 1 0 0 12.0 40.0 Residential-Living Areas 2-Uniform(PLF) 0 0 0 to 16 8 0 N/A 110.0 - - WALL ABOVE 3-Uniform(PLF) 0 0 0 to 16 8 0 N/A 215.0 - 356.0 ROOF ABOVE Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 10/14/2014 8:49:49 AM Garrett Bumgardner Forte v4.6, Design Engine:V6.1.1.5 BFs Job.4te (904)772-6100 gamett.bumgardner@bldr corn Page 2 of 2 i............................................................................................................................................................................................................................................................................................................................-............� August 10, 2010 T-BRACE / I-BRACE DETAIL WITH 2X BRACE ONLY ST - T-BRACE 2 0� ® MiTek Industries,Chesterfield,MO Page 1 of 1 =Ell Note:T-Bracing/ I-Bracing to be used when continuous lateral bracing 0o is impractical.T-Brace/I-Brace must cover 90%of web len ME �OPY u 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 2x4 T-Brace 2x4 I-Brace 2x6 2x6 T-Brace 2x61-Brace 2x8 2x8 T-Brace 2x81-Brace Nails Brace Size t for Two-Ply Truss Specified Continuous Rows of Lateral Bracing SPACING Web Size 1 2 k 2x3 or 2x4 2x4 T-Brace 2x4 I-Brace WEB 2x6 2x6 T-Brace 2x61-Brace 2x8 2x8 T-Brace 2x81-Brace k T-Brace/ I-Brace must be same species T-BRACE and grade (or better) as web member. S Sk NailsSection Detail * N 34869 T-Brace 0 6/22/11 cv; STATE OF ` Web "tORIDP •' /oNiA`I\`�` Nails 1109 COASTAL BAY Web I-Brace BOYNTON BC, FL 33435 Nails,Z JANUARY 1, 2009 LATERAL TOE-NAIL DETAIL ST-TOENAIL-SP MiTek Industries,Chesterfield,MO Page 1 of 1 u NOTES: 1.TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER 0 0o AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND ��oo EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. E1 2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH L_] AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. MiTek Industries, Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. i TOE-NjSINGLESHEAR VALUES PER NDS 2001 (Ib/nail) THIS DETAIL APPLICABLE TO THE THREE END DETAILS SHOWN BELOW DIAM. DF HF SPF SPF-S Z .13180.6 69.9 68.4 59.7 O .13585.6 74.2 72.6 63.4 VIEWS SHOWN ARE FOR in .16299.6 86.4 84.5 73.8 ILLUSTRATION PURPOSES ONLY cr) Z .1 1 74.2 1 67.9 1 58.9 57.6 50.3 0 .131 75.9 69.5 60.3 59.0 51.1 SIDE VIEW N 148 81.4 74.5 64.6 63.2 52.5 m 3 NAILS NEAR SIDE VALUES SHOWN ARE CAPACITY PER TOE-NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. NEAR SIDE EXAMPLE: NEAR SIDE (3)-16d NAILS(.162"diam.x 3.5")WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: 3(nails)X 84.5(Ib/nail)X 1.15(DOL)=291.5 Ib Maximum Capacity ANGLE MAY ANGLE MAY ANGLE MAY VARY FROM VARY FROM 301 TO 60° VARY FROM 30°TO 60° 301 TO 60° 45.00° 45.00* 45.000 S L\CENSE * ' N 34869 b p6/22/11 41j. STATE OF Z rA 1109 COASTAL BAY BOYNTON BC, FL 33435 FEBRUARY 14, 2012 STANDARD PIGGYBACK TRUSS CONNECTION DETAIL ST-PIGGY-7-10 i �0 ® MiTek Industries,Chesterfield,M DO MAXIMUM WIND SPEED=REFER TO NOTES D AND OR E _ MAX MEAN ROOF HEIGHT=30 FEET MAX TRUSS SPACING=24"O.C. CATEGORY II BUILDING EXPOSURE B or C =F�u ASCE 7-10 DURATION OF LOAD INCREASE:1.60 MiTek Industries, Inc. DETAIL IS NOT APPLICABLE FOR TRUSSES TRANSFERING DRAG LOADS(SHEAR TRUSSES). ADDITIONAL CONSIDERATIONS BY BUILDING ENGINEER/DESIGNER ARE REQUIRED. A-PIGGBACK TRUSS,REFER TO MITEK TRUSS DESIGN DRAWING. SHALL BE CONNECTED TO EACH PURLIN WITH(2)0.131"X$.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'-0"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 C 72"O.C.W/(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 or 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 TOEXTEND FOR LARGE CONCENTRATED LOADS APLIED BOTTOM CHORD THROUGH TO CAP TRUSS REQUIRING A VEERTICALWEB: �\\\\\`vS S•K. OF PIGGYBACK �.•''•• 1) VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS J ,• i v\CENSF 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 *' N 34869 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 9 12 LL�` 3) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM Q44/ 1/1 CONCENTRATED LOAD OF 4000 LBS(@1.15). REVIEW STATE OF BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADS GREATER THAN 4000 LBS. / 4) FOR PIGGYBACK TRUSSES CARRYING GIRDER LOADS, / G NUMBER OF PLYS OF PIGGYBACK TRUSS TO MATCH BASE TRUSS. // �O 5) CONCENTRATED LOAD MUST BE APPLIED TO BOTH THE PIGGYBACK AND THE BASE TRUSS DESIGN. 1109 COASTAL BAY BOYNTON BC, FL 33435 FEBRUARY 14, 2012 Standard Gable End Detail SHEET 2 MiTek Industries,Chesterfield,MO Page 2 of 2 ALTERNATE DIAGONAL BRACING-TO THE BOTTOM CHORD UO 00 Trusses @ 24" o.c. D 00 HORIZONTAL BRACE 2x6 DIAGONAL BRACE SPACED 48"O.C. (SEE SECTION A A) ATTACHED TO VERTICAL WITH(4)-16d MiTek Industries, Inc. Roof SheathinCOMMON WIRE NAILS AND ATTACHEDg TO BLOCKING WITH(5)-10d COMMONS. Max. IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR E TO NAIL DIAGONAL BRAC THE PROJECT ENGINEER/ARCHTECT TO DESIGN THE PURLIN WITH TWO C NAILS CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE 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) Diag. Brace \ \ PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES at 1/3 points SUPPORTING THE BRACE AND THE TWO TRUSSES if needed \ \ ON EITHER I O BLOCKING SIDE (2)1 0d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5)-10d COMMON WIRE NAILS. End Wall CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: STRUCTURAL METHOD 1 :ATTACH A MATCHING GABLE TRUSS TO THE INSIDE GABLE TRUSS FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAILING SCHEDULE. METHOD 2:ATTACH 2X_SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL NAILING SCHEDULE.SCABS ARE TO BE OF THE SAME SIZE,GRADE 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(.131"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 GABLE TRUSS BE PRESENT TO PROVIDE FULL LATERAL SUPP Tq�Q TS�E BOTTOM / CHORD TO RESIST ALL OUT OF PLANE LO``gqR�� H�Sf�dG'IW_7� HOWN IN THIS DETAIL IS FOR THE VERTICAUSTAM 16Y.S. _\GENSF' NOTE:THIS DETAIL IS TO BE USED ONLY FOR * N 34869 STRUCTURAL GABLES WITH INLAYED - STUDS.TRUSSES WITHOUT INLAYED / — — STUDS ARE NOT ADDRESSED HERE. _ — — I �� 3/29/12 W` STATE OF STANDARD FLORID GABLE TRUSS i ONIAL\\\��. 1109 COASTAL BAY BOYNTON BC, FL 334351 ■ T - TECHNICAL BULLETIN April 2010 by Weyerhaeuser Bulletin TB-300 Table 2A: Maximum Concentrated Load Applied to Beam -Wood Screw Connection (lbs)111 Fastener Type Hanger Wood USP WS Simpson SDS Beam Configuration Type Screw Length #Screws #Screws 2 1 4 6 8 2 4 6 8 FACE 131 3'/2 1,435 2,870 4,305 5,740 2,040 4,080 6,120 8,160 3-ply 13/:' (51/4" Beam) TOP 121 31/2" 720 1,435 2,155 2.870 1,020 2,040 3,060 4,080 j FACE 3'/2"31/2 - - - - - (51/4" Beam) TOP(4) 3'/2" 720 1,435 2,155 2,870 1,020 2,040 3,060 4,080 3%"+13/4" FACE/ (51/4" Beam) TOP i31 3'/z' 1,435 2,870 4,305 5,740 2,040 4,080 6,120 8,160 I IW i FACE t21 6"(5) 1,055 2,110 3,165 4.220 1,360 2,720 4,080 5,440 4-ply 13/4' I ' (7" Beam) TOP I2) 6"(5) 705 1,405 2,110 2,810 905 1,815 2,720 3,625 FACE 131 3'/2 1,915 3,825 5,740 7,655 2,720 5,440 8,160 10,880 2-ply 13/4"+31/2" 6"(5) 2,110 4,220 6,325 8,435 2,720 5,440 8,160 10,880 (7" Beam) (2) 3'/2' 640 1.275 1,915 2,550 905 1,815 2,720 3,625 TOP 6"(5) 705 1,405 2,110 2,810 905 1,815 2,720 1 3,625 i 2-ply 3'/2" FACE/ (7" Beam) TOP 121 6"(5) 1,055 2,110 3,165 4,220 930 1,860 2,785 3,715 2-ply 13/4"+3'/2" FACE/ 6.,Is� 1,055 2,110 3,165 4,220 1,360 2,720 4,080 5,440 (7" Beam) ? ; TOP 131 FACE(4) 6"15j 1,055 2,110 3,165 4,220 930 1,860 2,785 3,715 2-ply 13/4"+3%" (7" Beam) Op(4) 6"15j 705 1,405 2,110 2,810 905 1,815 2,720 3,625 rT 5 51/4"+ 13/4" FACE/ (7" Beam) TOP 131 31/2' 1,915 3,825 5,740 7,655 2,720 5,440 8,160 10,880 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"SDS or WS screws can be used with Parallama PSL and Microllam®LVL, but are not recommended for TimberStrand®LSL. Page 2of8 CONTACT US • 1.888.iLevel8 (1.888.453.8358) • www.iLevel.com w w Weyerhaeuser,iLevel,Microllam.Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.©2010 Weyerhaeuser NR Company.All rights reserved. ■ y TECHNICAL BULLETIN a a April 2010 by Weyerhaeuser Bulletin TB-300 Table 1, 2A, 2B General Notes ■ Connections are based on NDS®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'/2") 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 Joist°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 T°; ■ Lead holes not required for wood screws N N Conc. Load Conc.Load M M Conc. Load Conc.Load mm `o o` N(0 N Lll N d 13 EQ. EQ. 2' Max (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=9'/<"for 1/2"o bolts d= 11'/<"for'/2"o bolts d=9%"for'/,"o bolts d= 14"for'/."o bolts d= 16"for'/."o bolts Conc. Load Nailed Connection Detail • *STAGGER NAILS TO • PREVENT SPLITTING 16d Sinker (typ) 1 P. 9" (0.148" x 3'/4") PL6 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,iLevel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is 2 trademark of Weyerhaeuser NR.©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 Microllam°LVL beam supporting a 2-ply Microllam°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. l Brg. (TYp.) fir • Additional 3-1'/4" x 14" Microllam' LVL Beam, Flush Connection L - Required for r - Concentrated Face Mount Hanger with 5,000 lbs Reaction Load L r 2- 13/" x 14" �- Microllam® LVL 14" Floor Joists @ 24" o.c., Typ. Beam, Flush L - r - - 4'-0" Partial Framing Plan Page 6 of 8 /� CONTACT US • 1.888.iLevel8 (1.888.453.8358) •www.iLevel.com fnlWeyerhaeuser,iLevel.Microllam.Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.©2010 Weyerhaeuser NR Company.All rights reserved. Illr—'-IT1= t'% UK11f% A1 0111 1 CTIA, Fort MEMBER REPORT Level,Floor Flush Beam ) 3 PIECE(S) 13/4" x 14" 1.9E Microllani@ LVL PASSED Ovcra€Length 15' i 0 All Dimensions are Horizontal,Drawing is Conceptual Resign Results Actual @ Location Allowed Result LDF System:Floor Member Reaction(lbs) 7595 @ 2" 7809 Passed(97%) Member Type:Flush Beam Shear(lbs) 6837 @ 1'5 112" 13965 Passed(49%) 1.0 Building Use:Residential Moment(Ft-lbs) 25215 @ 4'11 718" 36387 Passed(69%) 1.0 Building Code:IBC Live Load Defl_(in) 0.356 @ T 1 13116" 0.489 Passed(U494) Design Methodology:ASD Total Load Defl_(in) 0456 @ T1 716" 0 733 Passed(1-1386) Deflection criteria:LL(U360)and TL(1-1240). Design results assume a fully braced condition where all compression edges(top and bottom)are properly 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 bracing is required to achieve member stability. Supports Total Available Required Support Reactions(lbs) PP Bearing Bearing Bearing Dead I Floor I Roof/Snow Accessories 1 -Stud wall-Spruce Pine Fir 3.50' 3.50' 3,40" 1641 i 595510/0 Blocking 2-Stud wall-Spruce Pine Fir 3.50" 3.50" 2.33` 1164 i 40451010 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed_ Loads Location Tributary Dead Floor Live Roof Live Snow Comments Width (0.90) (1.00) (nonsnow:1.25) (1.151 1 -Uniform('PSF) 0 to 1 V 100.0 400 C= 0-0 Ct0 10'F1oDr 2-Pointtlbi 4' NIA 1000 4000 C C Shear(lbs) Moment(Ft—lbs) Location Analysis Actual I Allowed 1 LDF Actual I Allowed I LDF Comments 1 -3' 60351 13565 i 1.0 19186 1 36387 11.0 BOLTS LEFT OF HANGER 2-5' 39/12569,109 25215 136387 1 1.0 BOLTS RIGHT OF HANGER Forte-Software operator Job Notes 3r25/2010 9:02:21 AM il-evelS Forte"'v1.1,Design Engine:v4-8.Q.1 Page 1 of 1 Page 8 of 8 CONTACT US • 1.888.iLevel8 (1.888.453.8358) •www.iLevel.com AWeyerhaeuser,iLevel..Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.©2010 Weyerhaeuser NR Company.All rights reserved. > ss� CITY OF ATLANTIC PUBLIC UTILIT1ES t 1200 Sandpiper Lane c� ATLANTIC BEACH,FL. 32233 (904)270-2535 or(904) 247-5874 NEW WATER/SEWER TAP REQUEST Date: S Project Address: I/ �5Uit//US No. of Units: Commercial Residential ✓ Multi-Family New Water Tap(s)&Meter(s) Meter Sizes) `TSV f New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaimed Water Meter Size New Connection to City Sewer Name: Applicant Address: City: State: Zip Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# !c5 - rPI47-- �[� n Water System Development Charge $ Sewer System Development Charge $ ��f�V�Lo Water Meter Only $ ,r0� /�'t�l LTi-���r✓ii /�,�o f wry Reclaimed Meter Only $ s p C S kg,-v I P. Water Meter Tap $ Sewer Tap $ (notes) Cross Connection $ S�Eo, ad Other $ TOTAL $ 67 a v APPROVED: Kayle Moore.PE `Y"\-- (Deputy PW Director or Authorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED i CITE' OF ATLANTIC BEACH PUBLIC UTILITIES i 1200 Sandpiper Lane r r1Ff l t' ATLANTIC BEACH,FL 32233 (904)270-2535 or(904) 247-5874 NEW WATER/SEWER TAP REQUEST Date: S-'7- /S Project Address: /0 2 SuNlz-15(= C7- No. of Units: Commercial Residential V/ Multi-Family New Water Tap(s) & Meter(s) Meter Size(s) `!�4/ " New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaimed Water Meter Size New Connection to City Sewer Name: Applicant Address: City: State: zip Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# ��s`�7= /CJ77 Water System Development Charge $ CVS LoP . Sewer System Development Charge $ of FzXisT��4 Water Meter Only G c`R Reclaimed Meter Only $ N Water Meter Tap $ Sewer Tap $ (notes) Cross Connection $ Other $ TOTAL $ 235.QI� APPROVED: Kavle Moore, PE (Deputy PW Director or Authorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED CITE: OF �.TL&N T`TC BEACH Ss1 ^� 7 W ` PUBLIC UTILITIES 1200 Sandpiper Lane �!aft 19� ATLANTIC BEACH FL 32233 (904)270-2535 or(904)247-5874 NEW WATER/SEWER TAP REQUEST Date: 5-- 7 — /,5 Project Address: /O Cpl/,CjSE C% No. of Units: Commercial Residential V"' Multi-Family RI New Water Tap(s)&Meter(s) Meter Size(s) 3/q New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaimed Water Meter Size New Connection to City Sewer Name: Applicant Address: City: State: Zip Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# s-S�i4 7 -/Q 7:; Water System Development Charge $ , 0w✓4v m&v r Sewer System Development Charge $ BF � �'� Water Meter Only $ Reclaimed Meter Only $ /✓o S Of 'x Water Meter Tap $ Sewer Tap $ (notes) Cross Connection $ S' Other $ TOTAL $Z S. APPROVED: Kavle Moore,PE (Deputy PW Director or Authorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIESDEPART164ENT BEFORE FEES CAN BE ASSESSED `s CITE' OF ATL ITIC BEACH PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH FL 32233 (904)270-2535 or(904)247-5874 NEW WATER/SEWER TAP REQUEST Date: 7-/ s5— Project Address: //0 dT No. of Units: Commercial Residential V Multi-Family-- New ulti-Fam lyNew Water Tap(s)&Meter(s) Meter Size(s) �/t New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaimed Water Meter Size New Connection to City Sewer Name: Applicant Address: City: State: Zip Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application#IS-c5Fi4T /07? Water System Development Charge $ _��✓� Sewer System Development Charge $ '"'' Water Meter Only $ O u Crt/- U V/T - Reclaimed Meter Only $ Acwb Water Meter Tap $ Sewer Tap $ (notes) Cross Connection $ 6'p ,00 Other $ TOTAL $Z35-. 00 APPROVED: Kavle Moore,PE Jul (Deputy PW Director or Authorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED BUILDING PERMIT APPLICATIOND j FILECOPY CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 MAY 0 Office (904)247-5826 Fax (904) 247-5845 Job Address: Ocean Gate, 110 Sunrise Ct COAB FL 32233 Permit Number: T- — /D Legal Description : 38-2S-29E-7.41 B De Castro Y Ferrer Grant PT RECD 0/1116531-2248 Parcel#3-3 Floor Area o q, t, t Valuation of Work $ 110,000 Proposed Work heated/cooled 1170 non-heated/cooled 200 Class of Work(circle one): New X 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 product approval form Describe in detail the type of work to be performed: Construct new- 2 story Quad(4 attached single family residences Property Owner Information: Name: Beaches Habitat Address: 797 Mayport Rd. City Atlantic Beach State FL. Zip 3223 Phone : 904-241-1222 E-Mail or Fax#(Optional)904-241-4310 Contractor Information: Company Name:_201 Maynort Construction Management LLC Qualifying Agent: Robert Peterson Address: 2768 State Rd AIA,#701 City Atlantic Beach, State FL.Zip 32233 Office Phone 904-595-5798 Job Site/Contact Number 904-334-1202 Fax# 904-241-4310 State Certification/Registration# CGC1506666 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 issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes nul, and void rf work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six((6)months at any time after work is commenced. I understand that separate permits must be secured for Electrical'Work, Plumbing,Signs, Wells,Pools,lturnaces, Boilers,Heaters; Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereb certify that I ve read and examined this a plication and know the same to be true and correct. All provisions of laws and ordinances governing thi type of work will be omplied with whether spec'ed herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any oche eder a1,state,or local law regulating construction or the performance of construction. t Signature of Owner( Llgt�� Signature of Co ctor :— Print Name - C l'1 -� Print Name ...................................................... 1 ....... . ._ ......:::.... ........................................................................ ..........e-5-ers Swp��.o. and subscn ed befoW me SworWnd subscribed efore me Day of tti'r 20 �S t a of ��. 20/5 of Public f' = Notary Public•State o1 Florida to Public ,� s Notary fu09c: florNa y •I My Comm.Expires Jun 10,2017isto of Commfaabn EE 076497 s:•�� r My C " g�X17 •,,,or��,.o Commfesisn 0 EE 876497 DO NOT WRITE BELOW- OFFICE USE ONLY C App ica e Id Co es: 2010 FLORIDA BUILDING ODE Review Result (circle one)• Approved Disapproved Approved w/ Conditions Review Initials/Date: 5-.12. Development Size FILE COPY Habitable Space 7 S. . Non-Habitable Impervious area Miscellaneous Information Occupancy Group - Type of Construction V 13 Number of Stories Zoning District_RM Or 1 Max. Occupancy Load Fire Sprinklers Required Flood Zone Conditions/Comments: oaCD CD EL W CD COD is25o cD z CD CD O o p• n o o C n CD g a Oro co -0 o w O CCD 00C17 a pr CD W O 0 O O C - CD til n' O L1 "CD! CL C�T1.y N W tJ c� C ._' p �• � w � CLo �, � x m v- � o� ' pr _ n r, o -r CD fo CD y � n OrQ' N C� CD rD o ' r" Com1 o ?* 4t00 CrJ CD fD Cr a- Cam 7 o `D CC'D d °- CDo l7'1 N ^ � � J C> FORM 405-10 COPY FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: QUADPLEX-UNITC Builder Name: BEACHES HABITAT Street: 110 SUNRISE CT Permit Office: CITY OF ATLATNCI BEACH City,State,Zip: ATLANTIC BEACH, FL,32233- Permit Number: (s- S 8Q Owner: Jurisdiction: 261100 Design Location: FL,Jacksonville 1. New construction or existing New(From Plans) 9. Wall Types(1699.3 sqft.) Insulation Area 2. Single family or multiple family Multi-family a. Frame-Wood,Common R=19.0 1100.00 ft2 b. Frame-Wood,Exterior R=19.0 599.33 ft2 3. Number of units, if multiple family 1 c. N/A R_ ft2 4. Number of Bedrooms 2 d. N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (658.0 sqft.) Insulation Area a. Under Attic(Vented) R=30.0 658.00 ft2 6. Conditioned floor area above grade(ft2) 1227 b. N/A R= ft2 Conditioned floor area below grade(ft2) 0 c. N/A R= ft2 11.Ducts R ft2 7. Windows(98.2 sqft.) Description Area a. Sup:Attic,Ret:Attic,AH:2nd Floor 6 142 a. U-Factor: Dbl,U=0.30 98.17 ft2 SHGC: SHGC=0.30 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 24.0 SEER:15.25 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 24.0 HSPF:8.70 SHGC: Area Weighted Average Overhang Depth: 2.404 ft. Area Weighted Average SHGC: 0.300 14. Hot water systems 8. Floor Types (658.0 sqft.) Insulation Area a. Electric Cap:50 gallons a.Slab-On-Grade Edge Insulation R=0.0 658.00 ft2 b. Conservation features EF:4.500 b.N/A R= ft2 None c. N/A R= ft2 15.Credits None Glass/Floor Area: 0.080 Total Proposed Modified Loads: 12.36 PASS Total Standard Reference Loads: 23.37 I hereby certify that the plans and specifications covered by Review of the plans and O�T$E S74?, this calculation are in compliance with the Florida Energy specifications covered by this 1. - O Code. calculation indicates compliance � ,, , .� r with the Florida Energy Code. ti u,,, 2 :;;.=: ' O PREPARED BY: J FERNANDEZ Before construction is completed u1 - ' DATE: 04/2015 this building will be inspected for compliance with Section 553.908 ° I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Cod G'Op y� � OWNER/AGENT / _ - � BUILDING OFFICIAL: on n' DATE: / S DATE: S-12• t - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 4/28/2015 9:41 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: QUADPLEX-UNITC Bedrooms: 2 Address Type: Street Address Building Type: User Conditioned Area: 1227 Lot# Owner: Total Stories: 2 Block/SubDivision: County Seat #of Units: 1 Worst Case: No PlatBook: Book 108-n,page 345 Builder Name: BEACHES HABITAT Rotate Angle: 0 Street: 110 SUNRISE CT Permit Office: CITY OF ATLATNCI BEACH Cross Ventilation: No County: DUVAL Jurisdiction: 261100 Whole House Fan: No 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 1227 9816 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 658 5264 Yes 0 0 1 No Yes Yes 2 2nd Floor 569 4552 No 4 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio 1st Floor 126 ft 0 658 ft2 ___ 0 0 1 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch �/ # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Wood shingle 713 ft2 0 ft2 Medium 0.98 No 0.9 No 0 22.6 ATTIC # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 150 658 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) 2nd Floor 30 658 ft2 0.11 Wood 4/28/2015 9:41 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below - o 1 N Exterior Frame-Wood 1 st Floor 19 16 6 8 0 132.0 ft2 0 0.125 0.7 0 2 E Neighbor Frame-Wood 1st Floor 19 44 0 8 0 352.0 ft2 0 0.125 0.7 0 3 S Exterior Frame-Wood 1st Floor 19 16 6 8 0 132.0 ft2 0 0.125 0.7 0 4 W Exterior Frame-Wood 1 st Floor 19 8 11 8 0 71.3 ft2 0 0.125 0.7 0 5 W Neighbor Frame-Wood 1 st Floor 19 31 2 8 0 249.3 ft2 0 0.125 0.7 0 6 N Exterior Frame-Wood 2nd Floor 19 16 6 8 0 132.0 ft2 0 0.125 0.7 0 7 E Neighbor Frame-Wood 2nd Floor 19 31 2 8 0 249.3 ft2 0 0.125 0.7 0 8 S Exterior Frame-Wood 2nd Floor 19 16 6 8 0 132.0 ft2 0 0.125 0.7 0 9 W Neighbor Frame-Wood 2nd Floor 19 31 2 8 0 249.3 ft2 0 0.125 0.7 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Insulated 1st Floor None .46 3 8 24 ft2 2 W Insulated 1st Floor None .46 3 8 24 ft2 WINDOWS Orientation shown is the entered,Proposed orientation. / Wall Overhang �/ # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Vinyl Double(Clear) Yes 0.3 0.3 27.6 ft2 6 ft 0 in 1 ft 0 in None None 2 S 3 Vinyl Double(Clear) Yes 0.3 0.3 15.5 ft2 1 ft 0 in 1 ft 0 in None None 3 N 6 Vinyl Double(Clear) Yes 0.3 0.3 27.6 ft2 1 ft 0 in 1 ft 0 in None None 4 S 8 Vinyl Double(Clear) Yes 0.3 0.3 27.6 ft2 1 ft 0 in 1 ft 0 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0005 1609.2 88.34 166.14 .474 9.8363 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:8.7 24 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15.25 24 kBtu/hr 720 cfm 0.75 1 sys#1 4/28/2015 9:41 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Heat Pump 1 st Floor 4.5 50 gal 90 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS / ----Supply-- --Return-- Air CFM 25 CFM25 HVAC# �/ # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 142 ft' Attic 187 ft2 Default Leakage 2nd Floor (Default) (Default) 1 1 TEMPERATURES Programable Thermostat:N Ceiling Fans: Cooling Jan Feb X Mar �Xj A r X Ma �Xj Jun X Jul X Au X Se X Oct �Xj Nov DecHeating XX JanXFeb f X�Mar APr f X�MaY JunX1Jul f X�Auf X�SeP f X�Oct Nov JXXJ DecVenting X Jan [X Feb [X Mar Ar [X]May Jun [X Jul [X Aug [X Se (X Oct Nov X 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 80 80 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Heating(WD) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating(WEH) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 4/28/2015 9:41 AM 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: 110 SUNRISE CT 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: X 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 X 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. 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 = R-2 X + 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 �L 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. X 4/28/2015 9:41 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 53 The lower the EnergyPerformance Index, the more efficient the home. 110 SUNRISE CT, 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,Common R=19.0 1100.00 ft2 b. Frame-Wood,Exterior R=19.0 599.33 ft2 3. Number of units,if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types Insulation Area a. Under Attic(Vented) R=30.0 658.00 ft2 6. Conditioned floor area(ft2) 1227 b. N/A R= ft2 7. Windows" Description Area c. N/A R= ft2 a. U-Factor: Dbl,U=0.30 98.17 ft2 11. Ducts R ft2 SHGC: SHGC=0.30 a.Sup:Attic,Ret:Attic,AH:2nd Floor 6 142 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. Central Unit 24.0 SEER:15.25 SHGC: d. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency Area Weighted Average Overhang Depth: 2.404 ft. a. Electric Heat Pump 24.0 HSPF:8.70 Area Weighted Average SHGC: 0.300 8. Floor Types Insulation Area 14. Hot water systems a.Slab-On-Grade Edge Insulation R=0.0 658.00 ft2 a. Electric Cap:50 gallons b. N/A R= ft2 EF:4.5 c. N/A R= ft2 b. Conservation features None 15.Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building 4Tk1EST � Construction through the above energy saving features which will be installed (or exceeded) ,g y0 = Fo in this home before final inspection. Otherwise, a new EPL Display Card will be completed �cv4` ,, t based on installed Code compliant features. ; Builder Signature: `�1�✓�' -- Date: Address of New Home: 1\c� �. , Cit /FL Zi f c S r Y P Ill,L4,, '4c0 �55 WE 'Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. "Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software TABLE 402.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: QUADPLEX-UNITC Builder Name: BEACHES HABITAT Street: 110 SUNRISE CT Permit Office: CITY OF ATLATNCI BEACH 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. x Walls Corners and headers are insulated. X Junction of foundation and sill plate is sealed. Windows and doors Space between window/door jambs and framing is sealed. X Rim joists Rim joists are insulated and include an air barrier. X Floors (including Insulation is installed to maintain permanent contact with underside above-garage and cantilevered of subfloor decking. y,�/L floors) Air barrier is installed at any exposed edge of insulation. T' "_� Crawl space walls Insulation is permanently attached to walls. Exposed earth in unvented crawl spaces is covered with Class I L A vapor retarder with overlapping joints taped. N J� 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. k Garage separation Air sealing is provided between the garage and conditioned spaces. N Recessed lighting Recessed light fixtures are air tight, IC rated, and sealed to drywall. Exception—fixtures in conditioned space. k 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. X 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 X subfloor or drywall. Fireplace Fireplace walls include an air barrier. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Residential Plans Exami —r Review FormForm RIPER 1 for HVAC System Design (Loads, Equipment. Ducts) 15 Mar 09 Header Information Contractor: FLORIDA AIR SERVICE REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes In No ❑ Mechanical license: CAC1813 92 3 or MAAE Form`(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes to No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes V No ❑ Duct distribution sketch: Yes ® No ❑ Home address(Street or Lot#,Block,Subdivision): 110 SUNRISE CT, Entire House HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 39 °F Orientation: Building Front faces North Indoor temperature: 70 'F North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 21126 Btuh Number of bedrooms: 3 Conditioned floor area: 1227 ft' Summer Design Conditions Number of occupants: 0 Outdoor temperature: 92 °F Indoor temperature: 75 °F Windows Baa Grains difference: 58 gr/Ib @50% RH Eave overhang depth: 1.0 ft Sensible heat gain: 19548 Btuh Internal shade: none Eavr drapes,rapes,etc. Latent heat gain: 2505 Btuh Blinds, DepOyMirrs:a Total heat gain: 22052 Btuh Number of skylights: 0 HVAC EQUIPMENT • 41 Heating Fqumpment Data Coolonq Equipment Data Blower Data Equipment type: Split ASHP ETiipcment type: Split ASHP Heating cfm: 800 urnace,Healpump,Boiler,etc. it onditioner,Heat pump,etc. Cooling cfm: 800 Model: CARRIER Model: CARRIER Static pressure: 0.50 in H2O 25HBC524+FX4DNF025 25HBC524+FX4DNF025 Fan's rated external static pressure for design airflow Heating output capacity: 7780 Btuh Total cooling capacity: 13423 Btuh Heat pumps-capac ty at winter design out oor conditions Sensible cooling capacity: 10798 Btuh Aux.heating output capacity: 17762 Btuh Latent cooling capacity: 2625 Btuh HVAC DUCT DISTRIBUTION1 Design airflow: 800 cfm Longest supply duct: 377 ft Duct Materials Used Equipment design ESP: 0.50 in H2O Longest return duct: 0 ft Trunk duct: Total device pressure losses: 0 in H2O Total effective length(TEL): 377 ft Available static pressure(ASP): 0.50 in H2O Friction rate: q.Qo in/100ft Branch duct: Round flex vinyl Friction Rate=ASP-(TEL root I declare the load calculation,equipment. equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: J FERNANDEZ Contractor's signature: J FERNANDEZ (E-SIGN) Date: 04/2015 Reserved for County.Town Municipality or Authority having jurisdiction use. 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist + wrightsoft Right-Suite®Universal 2013 13.0.09 RSU13554 Building Analysis Job: QUADPLEX-INSIDE UNIT-C wrightsoft Date: 12/2014 Entire House By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,POINTE VEDRE,FL 32081 Phone:904823-9696 Email.FAECENGINEER COM Web WWW NORTHFLORIDANR.COM For: QUADPLEX-INSIDE UNIT-C, BEACHES HABITAT 110 SUNRISE CT,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Dailyrange (°F) - 15 ( I ) Method Simplified Wet bulb(*F) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) EM M. Component Btu h/111 Btuh % of load Walls 2.7 1728 8.2 Glazing 46.9 10934 51.8 Doors 0 0 0 Ceilings 1.0 1217 5.8 - Floors 0.9 1095 5.2 Infiltration 4.0 3504 16.6 Ducts 2649 12.5 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 21126 100.0 • • • —Component Btuh/Ft2 Btuh %of load Walls 1.4 911 4.7 Glazing 53.3 12426 63.6 Doors 0 0 0 Ceilings 1.7 2134 10.9 Floors 0 0 0 Infiltration 0.9 791 4.0 Ducts 3286 16.8 Ventilation 0 0 Internal gains 0 0 Blower 0 0 Adjustments 0 Total 19548 100.0 Latent Cooling Load=2505 Btuh Overall U-value=0.145 Btuh/ft2-°F Data entries checked. twrightsoft 2015-Apr-2810:25:10 Right-Suite®Universal2013 13.0.09 RSU13554 Page 1 ...ightsoft HVACUTABIJAX-QUAD-INSIDE UNIT-C-MJ.rup Calc=MJ8 Building Front faces N Project Summary Job: QUADPLEX-INSIDE UNIT-C wrightsoft Date: 12/2014 Entire House By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904823-9696 Email:FAE@ENGINEER.COM Web:WWW.NORTHFLORIDAAIR COM Project • • For: QUADPLEX-INSIDE UNIT-C, BEACHES HABITAT 110 SUNRISE CT,ATLANTIC BEACH, FL 32233 Notes: Design Information Weather: Jacksonville Mayport Naval, FL, US Winter Design Conditions Summer Design Conditions Outside db 39 °F Outside db 92 °F Inside db 70 °F Inside db 75 °F Design TD 31 °F Design TD 17 °F Daily range L Relative humidity 50 % Moisture difference 58 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 18478 Btuh Structure 16262 Btuh Ducts 2649 Btuh Ducts 3286 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 21126 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 19548 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 1674 Btuh Ducts 831 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(flZ) 1227 1227 Equipment latent load 2505 Btuh Volume (ft) 11043 11043 Air changes/hour 0.56 0.23 Equipment total load 22052 Btuh Equiv.AVF (cfm) 103 42 Req.total capacity at 0.78 SHR 2.1 ton Heating Equipment Summary Cooling Equipment Summary Make CARRIER Make CARRIER Trade 2.0 TON Trade 2.0 TON Model 25HBC524 Cond 25HBC524 AHRI ref 3645571 Coil FX4DNF025 AHRI ref 3645571 Efficiency 8.7 HSPF Efficiency 15.25 SEER Heating input Sensible cooling 18720 Btuh Heating output 24000 Btuh @ 47°F Latent cooling 5280 Btuh Temperature rise 27 °F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.038 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Apr-2810:25:10wri htsoft Right-Suite®Universal 2013 13.0.09 RSU13554 Pagel ...ightsoft HVAC\HABIJAX-QUAD-INSIDE UNIT-C-MJ.rup Calc=MJ8 Building Front faces: N AED Assessment Job: QUADPLEX-INSIDE UNIT-C wrightsoft Date: 12/2014 Entire House By: JLF FLORIDA AIR SERVICE 8r: ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904-823-9696 Email:FAECENGINEER.COM Web:WWW.NORTHFLORIDAMR.COM Project • • For: QUADPLEX-INSIDE UNIT-C, BEACHES HABITAT 110 SUNRISE CT,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Dailyrange (°F) - 15 ( L ) Vit bulb(°F) - 78 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Hxrly Ga irg Load 16,00 14,00 12.00 ---_._ 10,00 8, 6, 4,000-- 2.000--- 0 ,2, p 8 9 10 11 12 13 14 15 16 17 18 19 20 rW dDW i bM i wq �ow+ Maximum hourly glazing load exceeds average by 22.9%. House has adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 0 Btuh Wri htSQft 2015-Apr-28 10:25:10 1 9 Right-Suite®Universal 2013 13.0.09 RSU13554 Page 1 ...ightsoft HVAC\HABIJAX-QUAD-INSIDE UNIT-C-MJ.rup Calc=MJ8 Building Front faces N Component Constructions Job: QUADPLEX-INSIDE UNIT-C wrightsoft Component Date: 12/2014 Entire House By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904823-9696 Email:FAECENGINEER.COM Web:WWW.NORTHFLORIDAAIR.COM Project • • For: QUADPLEX-INSIDE UNIT-C, BEACHES HABITAT 110 SUNRISE CT,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Daily range (°F) - 15 ( L ) Method Simplified Vet bulb(°F) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain fN BtJi/R'-'F ft-°F/Btuh BtuhV Btuh Bt.,)MF Btuh Walls 12B-2bw:Frm wall,brk 4"ext,r-11 cav ins,2'x4"wood frm,r-2 int bd n 589 0.086 13.0 2.67 1570 1.41 828 ins a 45 0.086 13.0 2.67 120 1.41 63 all 634 0.086 13.0 2.67 1690 1.41 891 Partitions (none) Windows 10A-m:1 glazing,reflective(1/4"only)glz,mill no brk frm mat, 1/4"thk, n 72 1.670 0 51.8 3727 27.6 1985 high rflct pert;8 ft overhang(8 ft window ht,6 ft sep.) 1A-clom: 1 glazing,clr glz,mtl no brk frm mat, 1/8"thk; 1 It overhang(6 a 35 1.270 0 39.4 1378 93.5 3273 It window ht,2 ft sep.) Doors (none) Ceilings 16B-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 ceil n 1227 0.032 30.0 0.99 1217 1.74 2134 ins Floors 22A-vph:Bg floor,heavy damp soil,on grade depth,vinyl flr fnsh n 26 1.358 0 42.1 1095 0 0 12t7- + wrightSQft 9 2015-Apr-28 10:38:57 Page 1 Ri ht-Suite®Universa12013 13.0.09 RSU13554 ACCO ...ightsoft HVAC\HABIJAX-QUAD-INSIDE UNIT-C-MD.rup Calc=MJ8 Building Front faces: N Job: QUADPLEX-INSIDE UNIT-C wrightsoft Component Constructions Date: 12/2014 BATH2 By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904-823-9696 Email:FAE@ENGINEER.COM Web:VVMN.NORTHFLORI DAAIR.COM --Proie-ct Information For: QUADPLEX-INSIDE UNIT-C, BEACHES HABITAT 110 SUNRISE CT,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Dailyrange(°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain fF Btth/ft'-"F fP-`FBtuh Btth 1W Btuh Bth/fF BWh Walls (none) Partitions (none) Windows 10A-m:1 glazing,reflective(1/4"only)glz,mtl no brk frm mat,1/4"thk, n 6 1.670 0 51.8 311 27.6 165 high rflct pert;8 It overhang(8 ft window ht,6 ft sep.) Doors (none) Ceilings 1613-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 ceil n 96 0.032 30.0 0.99 95 1.74 167 ins Floors 22A-vph: Bg floor,heavy damp soil,on grade depth,vinyl fir fish n 6 1.358 0 42.1 253 0 0 -}`y'.�'- 2015-Apr-28 10:38:57 I wrightsoft Right-Suite(g)Universal 2013 13.0.09 RSU13554 Page 2 ...ightsoft HVAC\HABIJAX-QUAD-INSIDE UNIT-C-MD.rup Calc=MJ8 Building Front faces: N Component Constructions Job: QUADPLEX-INSIDE UNIT-C wrightsoft p Date: 12/2014 BED2 By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904-823-9696 Email:FAE@ENGINEER.COM Web:MNV.NORTHFLORIDANR.COM Project • • For: QUADPLEX-INSIDE UNIT-C, BEACHES HABITAT 110 SUNRISE CT,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Dailyrange(°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' BhhW-°F fF-°FBhh BhhRN Btuh Bth/W Btuh Walls 12B-2bw:Frm wall,brk 4"ext,r-11 cav ins,7'x4"wood frm,r-2 int bd n 126 0.086 13.0 2.67 336 1.41 177 ins Partitions (none) Windows 10A-m: 1 glazing,reflective(1/4"only)glz,mtl no brk frm mat,1/4"thk, n 16 1.670 0 51.8 828 27.6 441 high rflct perf;8 ft overhang(8 ft window ht,6 ft sep.) Doors (none) Ceilings 166-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 ceil n 216 0.032 30.0 0.99 214 1.74 376 ins Floors (none) -{-�t- 2015-Apr-28 10:38:57 "f� wrightsoft Right-Suite®Universal 2013 13.0.09 RSU13554 Page 3 ...ightsoft HVAC\HABIJAX-QUAD-INSIDE UNIT-C-MD.rup Calc=MJ8 Building Front faces: N Component Constructions Job: QUADPLEX-INSIDE UNIT-C wrightsoft Date: 12/2014 GREAT By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904-823-9696 Email:FAECENGINEER.COM Web:WWW.NORTHFLORIDAAIR.COM Project Information For: QUADPLEX-INSIDE UNIT-C, BEACHES HABITAT 110 SUNRISE CT,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Dailyrange (°F) - 15 ( L ) Method Simplified Valet bulb(°F) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain R' Bbh/ft2-'F fY-`F/Btuh B¢hffe Stuh Bhh/fF Btuh Walls 1213-2bw:Frm wall,brk 4"ext,r-11 cav ins,2"x4"wood frm,r-2 int bd n 111 0.086 13.0 2.67 296 1.41 156 ins a 45 0.086 13.0 2.67 120 1.41 63 all 156 0.086 13.0 2.67 416 1.41 219 Partitions (none) Windows 1A-clom:1 glazing,clr glz,mtl no brk frm mat, 1/8"thk; 1 ft overhang(6 a 35 1.270 0 39.4 1378 93.5 3273 It window ht,2 ft sep.) Doors (none) Ceilings 16B-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 ceil n 298 0.032 30.0 0.99 296 1.74 518 ins Floors 22A-vph:Bg floor,heavy damp soil,on grade depth,vinyl flr fnsh n 12 1.358 0 42.1 505 0 0 ft 2015-Apr-28 10:age wri htso Right-Suite®Universa1201313.0.09 RSU13554 Page �C;k, ...ightsoft HVACWABIJAX-QUAD-INSIDE UNIT-C-MD.rup Calc=MJ8 Building Front faces: N Job: QUADPLEX-INSIDE UNIT-C wrightsoft Component Constructions Date: 12/2014 BATH1 By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904-823-9696 Email:FAE@ENGINEER.COM Web:WWW.NORTHFLORIDAAIR.COM Project • • For: QUADPLEX-INSIDE UNIT-C, BEACHES HABITAT 110 SUNRISE CT,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Dailyrange(°F) - 15 ( L ) Method Simplified VVet bulb(°F) - 78 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain fF Btuh/fl'-°F tH-`F/Bt& B¢hV Btuh Btuh RF Btuh Walls 12B-2bw:Frm wall,brk 4"ext,r-11 cav ins,2"x4"wood frm,r-2 int bd n 90 0.086 13.0 2.67 240 1.41 127 ins Partitions (none) Windows 10A-m: 1 glazing,reflective(1/4"only)glz,mtl no brk frm mat, 1/4"thk, n 20 1.670 0 51.8 1035 27.6 551 high rflct pert;8 ft overhang(8 ft window ht,6 ft sep.) Doors (none) Ceilings 16B-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 ceil n 119 0.032 30.0 0.99 118 1.74 207 ins Floors (none) wri htsoft 2015-Apr-28 1o:3se 9 Right-Suite®Universa12013 13.0.09 RSU13554 Pages /�� ...ightsoft HVAC\HABIJAX-QUAD-INSIDE UNIT-GMD.rup Calc=MJ8 Building Front faces: N Component Constructions Job: QUADPLEX-INSIDE UNIT-C wrightsc Date: 12/2014 MECH By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904-823-9696 Email:FAE@ENGINEER.COM Web:VWWV.NORTHFLORIDAAIR.COM Project • • For: QUADPLEX-INSIDE UNIT-C, BEACHES HABITAT 110 SUNRISE CT,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Daily range (°F) - 15 ( L ) Method Simplified Vet bulb(°F) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft, Bth/W-°F ftF-`F/Bhh Bhh/fl' Stuh Bbhffe ebb Walls 12B-2bw:Frm wall,brk 4"ext,r-11 cav ins,2"x4"wood frm,r-2 int bd n 8 0.086 13.0 2.67 21 1.41 11 ins Partitions (none) Windows (none) Doors (none) Ceilings 16B-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 ceil n 66 0.032 30.0 0.99 65 1.74 115 ins Floors 22A-vph:Bg floor,heavy damp soil,on grade depth,vinyl flr fnsh n 8 1.358 0 42.1 337 0 0 �,. Wrll htSofk 2015-Apr-2810:38:57 9 Right-Suited Universal201313.0.09 RSU13554 Page ...1ghtsoft HVACXHABIJAX-QUAD-INSIDE UNIT-C-MD.rup Calc=MJ8 Building Front faces: N Component Constructions Job: QUADPLEX-INSIDE UNIT-C wrightsoft Date: 12/2014 BED3 By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904823-9696 Email:FAE@ENGINEER.COM Web:WWW.NORTHFLORIDAAIR.COM Project • • For: QUADPLEX-INSIDE UNIT-C, BEACHES HABITAT 110 SUNRISE CT,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Dailyrange (°F) - 15 ( L ) Method Simplified Wet bulb( F) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Cig HTM Gain fY BIuhM-°F f?-'F/BtLh Btuh/R' Btuh Bth/W Btuh Walls 12B-2bw:Frm wall,brk 4"ext,r-11 cav ins,2"x4"wood frm,r-2 int bd n 127 0.086 13.0 2.67 339 1.41 179 ins Partitions (none) Windows 10A-m: 1 glazing,reflective(1/4"only)glz,mtl no brk frm mat,1/4"thk, n 15 1.670 0 51.8 777 27.6 414 high rflct perf;8 ft overhang(8 ft window ht,6 It sep.) Doors (none) Ceilings 166-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 ceil n 222 0.032 30.0 0.99 220 1.74 386 ins Floors (none) .. WTI ht,Spft 2015-Apr-2810:38:57 9 Right-Suile®Universal201313.0.09 RSU13554 Page ...ightsoft HVAC\HABIJAX-QUAD-INSIDE UNIT-C-MD.rup Calc=MJ8 Building Front faces: N Component Constructions Job: QUADPLEX-INSIDE UNIT-C wrightsoft Date: 12/2014 KITCHEN By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904823-9696 Email:FAECENGINEER.COM Web:NNM.NORTHFLORIDAAIR.COM Project • • For: QUADPLEX-INSIDE UNIT-C, BEACHES HABITAT 110 SUNRISE CT,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Dailyrange (°F) - 15 ( L ) Method Simplified VA/etbulb(°F) - 78 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss CIg HTM Gain R' Bb l/W-°F IP-`F/Bhh BhhV Btuh ahhm Btuh Walls 12B-2bw: Frm wall,brk 4"ext,r-11 cav ins,2"x4"wood frm,r-2 int bd n 127 0.086 13.0 2.67 339 1.41 179 ins Partitions (none) Windows 10A-m: 1 glazing,reflective(1/4"only)glz,mtl no brk frm mat, 1/4"thk, n 15 1.670 0 51.8 777 27.6 414 high rflct pert;8 ft overhang(8 ft window ht,6 ft sep.) Doors (none) Ceilings 16B-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 ceil n 210 0.032 30.0 0.99 208 1.74 365 ins Floors (none) + wrightsoft g 2015-Apr-28 10:38:57 Ri ht-Suite®Universal 2013 13.0.09 RSU13554 ✓� ightsoft HVACViABIJAX-QUAD-INSIDE UNIT-C-MD.rup Calc=MJ8 Building Front faces: N DsJob: QUADPLEX-OUTSIDE UNI Duct System Summa ... + - wrightsoft y Summary Date: 12/2014 Entire House By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904-823-9696 Email:FAE@ENGINEER.COM Web:WNNJ.NORTHFLORIDAAIR.COM For: QUADPLEX-OUTSIDE UNIT-D, BEACHES HABITAT 114 SUNRISE CT,ATLANTIC BEACH, FL 32233 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 0.250/0.250 in H2O 0.250/0.250 in H2O Lowest friction rate 0.500 in/100ft 0.500 in/100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 377 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (Cfm) (Cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk MECH h 541 27 10 0.500 4.0 Ox 0 VIFx 307.0 70.0 BATH2 h 841 42 33 0.500 4.0 Ox 0 VIFx 307.0 70.0 MBED h 3565 179 153 0.500 7.0 Ox 0 VIFx 307.0 70.0 BED3 h 2302 116 95 0.500 6.0 Ox 0 VIFx 307.0 70.0 KITCHEN h 2348 118 102 0.500 6.0 Ox 0 VIFx 307.0 70.0 BED2 h 2311 116 97 0.500 6.0 Ox 0 VIFx 307.0 70.0 GREAT C 2151 85 147 0.500 6.0 Ox 0 VIFx 307.0 70.0 GREAT-A C 2151 85 147 0.500 6.0 Ox 0 VIFx 307.0 70.0 BATH1 C 148 6 10 0.500 4.0 Ox 0 VIFx 307.0 70.0 MWIC h 530 27 7 0.500 4.0 Ox 0 VIFx 307.0 70.0 2015-Mar-03 14:17:01 .�, + wrightsoft Right-Suite®Universal 2013 13.0.09 RSU13554 Page 1 ...ghtsoft HVAC\HABIJAX-QUAD-OUTSIDE UNIT-D-MD.rup Calc=MJ8 Building Front faces: N ANRILI CERTIFIED www.allridirectory.org Certificate of Product Ratings AHRI Certified Reference Number: 3645571 Date: 4/27/2015 Product: Split System: Heat Pump with Remote Outdoor Unit-Air-Source Outdoor Unit Model Number: 25HBC524A**30 Indoor Unit Model Number: FX4DNF025 Manufacturer: CARRIER AIR CONDITIONING Trade/Brand name: CARRIER Series name: COMFORT 13 PURON HP Manufacturer responsible for the rating of this system combination is CARRIER AIR CONDITIONING Rated as follows in accordance with AHRI Standard 210/240-2008 for Unitary Air-Conditioning and Air-Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored, independent,third party testing: Cooling Capacity (Btuh): 24000 EER Rating (Cooling): 12.00* SEER Rating (Cooling): 15.25 Heating Capacity(Btuh) @ 47 F: 24000 Region IV HSPF Rating (Heating): 8.70 Heating Capacity(Btuh) @ 17 F: 14700 Ratings followed by an asterisk(')indicate a voluntary rerate of previously published data,unless accompanied with a WAS,which indicates an involuntary rerate. DISCLAIMER AHRI does not endorse the product(s)listed on this Certificate and makes no representations,warranties or guarantees as to,and assumes no responsibility for, the product(s)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed in the directory at www.ahridirectory.org. TERMS AND CONDITIONS u�r rs This Certificate and its contents are proprietary products of AHRI.This Certificate shall only be used for individual,personal and confidential reference purposes.The contents of this Certificate may not,in whole or in part,be reproduced;copied;disseminated; . .■ `' entered into a computer database;or otherwise utilized,in any form or manner or by any means,except for the user's individual, personal and confidential reference. AIR-CONDITIONING,HEATING, &REFRIGERATION INSTITUTE CERTIFICATE VERIFICATION The information for the model cited on this certificate can be verified at www.ahridirectory.org,click on"Verify Certificate"link we make life better- and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above,and the Certificate No.,which is listed at bottom right. 130746131619109909 ©2014 Air-Conditioning, Heating,and Refrigeration Institute CERTIFICATE NO.: N N C E CD E y E N o U � m L N Q � J J m C f0 C (n O N_ a) E N ( ) A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N O O F > ` 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O o 0 0 0 0 0 l0 J 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LO O h 0 0 LO 0 !- r F p o 0 0 0 0 0 o 0 0 0 0 0 0 o M o 0 0 o m 0 v o 0 0 o ao 0 S N O C > N u O 0 0 o O o 0 0 0 0 N O n N ip N O O O O O O p O O O S N O LL NI` In O LO O O J N N 0 P- U� r O O p O O O O S N O 7 O > L M O I` LOO O O O ry N O O N N Y Y O CD a) 'a a, > a) ; Y d N a) 3 V N O 00 O N N a N N « Z 3 r r o W E O r O N N m O O m al ao > U O 0 p N V N S O rn N ) C U C O > d a 0 C r Oa L 200 O N N N W I I I O o o ami ami ami N = a a a � y J y � a 0 0 0 2 N a` o . ° o N rn X C m C C n a V Q C Y O) y a m (r 2 o E U c a t o Z d E O l0 Y O .N LO m' J m N N C U _ V O V m O) 7 (O (�O rn E a) L fd 7 N 7 p � � or� o � sp � � mcv � J cn ` r-- r- Q2Oaazrdcn _ E t BUILDING PERMIT APPLICATION FILE COPY CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904)247-5826 Fax (904)247-5845 MAY 0 Job Address: Ocean Gate 106 Sunrise Ct COAB FL 32233 Permit Number: By _�Ft¢ 1078' Legal Description: 38-2S-29E-7.41 B De Castro Y Ferrer Grant PT RECD 0/1116531-2248 Parcel#3-2 Floor Area of Valuation of Work$__ 110,000 Proposed Work heated/cooled 1170 non-heated/cooled 200 Class of Work(circle one): New X 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 product approva orm Describe in detail the type of work to be performed: Construct new- 2 story Quad (4 attached single family residences' Property Owner Information• Name: Beaches Habitat Address: 797 MmTort Rd. City Atlantic Beach State FL. Zip 3223 Phone : 904-241-1222 E-Mail or Fax#(Optional)904-241-4310 Contractor Information: Company Name: 201 Mavnort Construction Management LLC Qualifying Agent: Robert Peterson Address: 2768 State Rd AIA #701 City Atlantic Beach State FL.Zip 32233 Office Phone 904-595-5798 Job Site/Contact Number 904-334-1202 Fax# 904-241-4310 State Certification/Registration# CGC1506666 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 hermade to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to th1 issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes nul and void:f work is not commenced within six(6)months, or if construction jor work is 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 or Electrics Work, Plumbing,Signs, Wells, Pools,Furnaces,Boilers,Heaters Tanks and Air Conditioners, tC 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 here,, ereb certify tha have read and examined this a plication and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will b complied with whether sped§herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any oth ederal,state,or local law regulating construction or the pet formance of construction. Signature of Own Signature of Conti Print Name .................. Print Name ............... ... . ................................................... 1 - ' �-" ±r .�,_ Swo nd subscribe before me Sworn�q&d subscribed b fore me this - ay of 20 5 is �1 Day of /20 /5 ' I.O P` ' 1 Z JOYCE M.FREEM ary ub1iC ;� Notary Public-State of Florida tart' u i Nowy roft•etre of FRIWWs My Comm,Expires Jun 10,2017 My Cafim.64"Jun 10,2017 Commission#EE 676497 bpd e1F.kflad4�, IINI IIIIIII111� DO NOT WRITE BELOW- OFFICE vi/� App ica e Co cs: 2010 FLORIDA BUILDING ODE USE ONLY Ar Review Result (circle one)• Approved Disapproved Approved w/ Conditions Review Initials/Date: /rl s••1.2. FILE COPY Development Size Habitable Space .2 Non-Habitable Impervious area Miscellaneous Information Occupancy Group Type of Construction Number of Stories Zoning District .gM 2--a— Max- Occupancy Load Fire Sprinklers Required Flood Zone -/ Conditions/Comments: Cd n -C3a = y b v o N N o o 0 � O d .`coy I a. N ua 0 � o o. M. a a c(u o- o 5 o CD = ao C �, N CD a o' `D CD ?� nCDna ?* cobd oo o t.A O 0 CD o• .� A w Oil C 0CD O CD r -� wuj � N O o CD CD Ua � G+ � '� � �• CEJ x o rr o o CD uoa Cy' CD M CD 0 r CL 0- C O co S. Z Ca `-° 0 � ITI U) o CD -•. r .A CD o x A CD n CD fl.. o O op �- P n �. �. c oo � oo v Q\ v, � w N — d rnv, � wN -� o7� 7dti? G7Z7� CY0 a p CD `c CD ¢ °' via trio oa z `-° � = 0 o 5 CD cn a va = CD CD CD CD cn cn CD a r oCD � x 3 O z z 01 0 r z v a ITI n rr Nr z ..r v a CD CD 0 CD •� ZCD UQ CDCD G. C CD CD fD CL CD CD CD y o O W CD � � 03 - � � d CCDCD n A J N j > rLCDO O �p Y On O o OC n O CD P 0 .. p� CCDMCD 0 o CA >eD o e CL OUD CD (:VO r Ln sz y z ►y c CD N O Z M CDC CD `ti oil A te! CL o n CDD � — C `�� � > C O � CD (Z CS CD OD Z 7 D n O N CD CD z cn v� D CCD t ' O CD O CD �, . CD CD o CD c cu CD a m CD oCD on F' CD N x a O N ` CD. W r+ CD y� CCD CD Z CCD � CD CD W c a W ��, �, CDS i CDCD � CD x .s CCD O¢ C" CDCD O CD C. En d � CD C � 0 � C. �. � FILE COPS' FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method I Project Name: QUADPLEX-UNITB Builder Name: BEACHES HABITAT Street: 106 SUNRISE CT Permit Office: CITY OF ATLANTIC BEACH City,State,Zip: ATLANTIC BEACH, FL,32233- Permit Number: 15'- SFAT - 10 7 9 Owner: Jurisdiction: 261100 Design Location: FL,Jacksonville 1. New construction or existing New(From Plans) 9. Wall Types(1732.7 sqft.) Insulation Area 2. Single family or multiple family Multi-family a. Frame-Wood,Common R=19.0 997.33 ft2 b. Frame-Wood,Exterior R=19.0 735.33 ft' 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 (779.0 sqft.) Insulation Area a. Under Attic(Vented) R=30.0 779.00 ft2 6. Conditioned floor area above grade(ft2) 1332 b. N/A R= ft2 c. R= Conditioned floor area below grade(ft2) 0 ft 11. Ducts R ft2 7. Windows(113.7 sqft.) Description Area a.Sup:Attic, Ret:Attic,AH:2nd Floor 6 142 a. U-Factor: Dbl,U=0.30 113.67 ft2 SHGC: SHGC=0.30 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 24.0 SEER:15.25 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 24.0 HSPF:8.70 SHGC: Area Weighted Average Overhang Depth: 2.212 ft. Area Weighted Average SHGC: 0.300 14.Hot water systems a.Electric Cap:50 gallons 8. Floor Types (779.0 sqft.) Insulation Area EF:4.500 a.Slab-On-Grade Edge Insulation R=0.0 779.00 ft2 b. Conservation features b.N/A R= ft2 None c.N/A R= ft2 15.Credits None Glass/Floor Area: 0.085 Total Proposed Modified Loads: 14.57 PASS Total Standard Reference Loads: 27.62 1 hereby certify that the plans and specifications covered by Review of the plans and FTKE 5rgp, this calculation are in compliance with the Florida Energy specifications covered by this y0� Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: J FERNANDEZ Before construction is completed -` tv DATE: o4 2 ol5 this building will be inspected for 0 ! X compliance with Section 553.908 ° I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. COD WEJ OWNER/AGENf­.� BUILDING OFFICIAL: DATE: �' % DATE: U - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 4/28/2015 9:35 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: QUADPLEX-UNITB Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1332 Lot# Owner: Total Stories: 2 Block/SubDivision: County Seat #of Units: 1 Worst Case: No PlatBook: Book 108-n,page 345 Builder Name: BEACHES HABITAT Rotate Angle: 0 Street: 106 SUNRISE CT Permit Office: CITY OF ATLANTIC BEACH Cross Ventilation: No County: DUVAL Jurisdiction: 261100 Whole House Fan: No 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 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 1332 10656 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 779 6232 Yes 0 1 1 No Yes Yes 2 2nd Floor 553 4424 No 4 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio 1st Floor 126 ft 0 779 ft2 ____ 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 Hip Wood shingle 844 ft2 0 ft2 Medium 0.98 No 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 150 779 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) 2nd Floor 30 779 ft2 0.11 Wood 4/28/2015 9:35 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below# Ornt Tn Wall Type _ 1 N Exterior Frame-Wood 1st Floor 19 16 6 8 0 132.0 ft2 0 0.125 0.7 0 2 E Neighbor Frame-Wood 1st Floor 19 31 2 8 0 249.3 ft2 0 0.125 0.7 0 _ 3 E Exterior Frame-Wood 1st Floor 19 17 0 8 0 136.0 ft2 0 0.125 0.7 0 _ 4 S Exterior Frame-Wood 1st Floor 19 16 6 8 0 132.0 ft2 0 0.125 0.7 0 _ 5 W Exterior Frame-Wood 1st Floor 19 8 11 8 0 71.3 ft2 0 0.125 0.7 0 6 W Neighbor Frame-Wood 1st Floor 19 31 2 8 0 249.3 ft2 0 0.125 0.7 0 _ 7 N Exterior Frame-Wood 2nd Floor 19 16 6 8 0 132.0 ft2 0 0.125 0.7 0 8 E Neighbor Frame-Wood 2nd Floor 19 31 2 8 0 249.3 ft2 0 0.125 0.7 0 _ 9 S Exterior Frame-Wood 2nd Floor 19 16 6 8 0 132.0 ft2 0 0.125 0.7 0 _10 W Neighbor Frame-Wood 2nd Floor 19 31 2 8 0 249.3 ft2 0 0.125 0.7 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Insulated 1st Floor None .46 3 8 24 ft2 2 S Insulated 1st Floor None .46 3 8 24 ft2 WINDOWS Orientation shown is the entered,Proposed orientation. / Wall Overhang �/ # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Vinyl Double(Clear) Yes 0.3 0.3 27.6 ft2 6 It 0 in 1 ft 0 in None None 2 S 4 Vinyl Double(Clear) Yes 0.3 0.3 31.0 ft2 1 It 0 in 1 It 0 in None None 3 N 7 Vinyl Double(Clear) Yes 0.3 0.3 27.6 ft2 1 It 0 in 1 It 0 in None None 4 S 9 Vinyl Double(Clear) Yes 0.3 0.3 27.6 ft2 1 ft 0 in 1 ft 0 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EgI-A ACH ACH 50 1 Wholehouse Best Guess .0005 1746.9 95.9 180.36 .474 9.8363 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:8.7 24 kBtu/hr 1 Ductless COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15.25 24 kBtu/hr 720 cfm 0.75 1 sys#1 4/28/2015 9:35 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Heat Pump 1st Floor 4.5 50 gal 90 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft' DUCTS ---Supply-- --Return-- Air CFM 25 CFM25 HVAC# # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 142 ft2 Attic 187 ftz Default Leakage 2nd Floor (Default) (Default) No 1 TEMPERATURES Programable Thermostat:N Ceiling Fans: Conlin Jan ]Feb X Mar A r ]Ma X Jun X JUI X Au �Xj Se X Oct X Nov DecHeating 1XI XJan X]Feb f X�Mar f X APr IX X]May X�Jun XJul jXj AuSeP IX1 Oct f X�NovJXXJ DecVentin X Jan [[XX]Feb [X Mar [X A r X]May [X Jun [X Jul X Aug Se X Oct [X Nov X 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 80 80 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Heating(WD) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating(WEH) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 4/28/2015 9:35 AM 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: 106 SUNRISE CT 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: X 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 X 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. 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 = R-2 X + 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 M'\J thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters "l 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 X or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. X 4/28/2015 9:35 AM EnergyGauge®USA-RaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 53 The lower the EnergyPerformance Index, the more efficient the home. 106 SUNRISE CT, 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,Common R=19.0 997.33 ft' b. Frame-Wood,Exterior R=19.0 735.33 ft 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=30.0 779.00 ft2 6. Conditioned floor area(ft2) 1332 b. N/A R= ft2 7. Windows- Description Area c. N/A R= ft2 a. U-Factor: Dbl,U=0.30 113.67 ft2 11.Ducts R ft2 a.Sup:Attic, Ret:Attic,AH:2nd Floor 6 142 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 24.0 SEER:15.25 SHGC: d. U-Factor: N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 24.0 HSPF:8.70 Area Weighted Average Overhang Depth: 2.212 ft. Area Weighted Average SHGC: 0.300 8. Floor Types Insulation Area 14.Hot water systems 2 a. Electric Cap:50 gallons a.Slab-On-Grade Edge Insulation R=0.0 779.00 ft EF:4.5 b.N/A R= ft2 c. N/A R= ft2 b. Conservation features None 15.Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building Tk1 E Sr Construction through the above energy saving features which will be installed (or exceeded) ♦04 _ 9��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: Address of New Home:JC, [_ Cj- City/FL Zip: od wE "Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. "Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software TABLE 402.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: QUADPLEX-UNITB Builder Name: BEACHES HABITAT Street: 106 SUNRISE CT Permit Office: CITY OF ATLANTIC BEACH 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-perm able 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. X Junction of foundation and sill plate is sealed. Windows and doors Space between window/door jambs and framing is sealed. X Rim joists Rim joists are insulated and include an air barrier. X 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. u Narrow cavities Batts in narrow cavities are cut to fit, or narrow cavities are filled by u 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. L! 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 X subfloor or drywall. Fireplace Fire lace walls include an air barrier. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Manual S Compliance Report Job: QUADPLEX-INSIDE UNIT-B wrightsoft Date: 12/2014 Entire House By: JLF FLORIDA AIR SERVICE S ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904823-9696 Email:FAE(LbENGINEER.COM Web:WWW.NORTHFLORIDAAIR.COM Project • • For: QUADPLEX-INSIDE UNIT- B, BEACHES HABITAT 106 SUNRISE CT,ATLANTIC BEACH, FL 32233 Cooling Equipment Design Conditions Outdoor design DB: 92.0°F Sensible gain: 18196 Btuh Entering coil DB: 75.5°F Outdoor design WB: 78.0°F Latent gain: 2698 Btuh Entering coil WB: 62.9°F Indoor design DB: 75.0°F Total gain: 20894 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: CARRIER Model: 25HBC524+FX4CNF025 Actual airflow: 800 cfm Sensible capacity: 13346 Btuh 73%of load Latent capacity: 3053 Btuh 1131/6 of load Total capacity: 16399 Btuh 78%of load SHR: 81% Heating Equipment Design Conditions Outdoor design DB: 39.0°F Heat loss: 19102 Btuh Entering coil DB: 69.6°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: CARRIER Model: 25HBC524+FX4CNF025 Actual airflow: 800 cfm Output capacity: 17720 Btuh 93%of load Capacity balance: 36 °F Supplemental heat required: 1381 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 800 cfm Output capacity: 5.2 kW 93%of load Temp. rise: 0 °F The above equipment was selected in accordance with ACCA Manual S. 2015-Apr-28 10:28:01 .�. w!ightSOft Right-Suite(&Universal 2013 13.0.09 RSU13554 Page 1 ...ightsoft HVAC\HABIJAX-QUAD-INSIDE UNIT-B-MJ.rup Calc=MJ8 Building Front faces: N ResidentialForm /�� � � • AC n for ADesign • • Ducts) 15 Mar 09 Ar trltrrr,<:n•-a�x�ri fr vara Header Information Contractor: FLORIDA AIR SERVICE REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes t] No ❑ Mechanical license: CAC1813 92 3 or MJ1AE Form'(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes JK] No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes $] No ❑ Duct distribution sketch: Yes K] No ❑ Home address(Street or Lot#,Block,Subdivision): 106 SUNRISE CT, Entire House HVAC LOAD CALCULATION • 1 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 39 °F Orientation: Building Front faces North Indoor temperature: 70 'F North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 19102 Btuh Number of bedrooms: 3 Conditioned floor area: 1332 ft' Summer Design Conditions Number of occupants: 0 Outdoor temperature: 92 °F Indoor temperature: 75 °F Windows ?, Grains difference: 58 gr/Ib @50% RH Eave overhang depth: 1.0 ft Sensible heat gain: 18196 Btuh Internal shade: none Latent heat gain: 2698 Btuh Blinds,drapes,etc. Total heat gain: 20894 Btuh Number of skylights: 0 HVAC EQUIPMENT SELECTION • 1 Heating Fqiiipment Data ConfingEquipment Data Blower Data Equipment type: Split ASHP ETAIpgment typpe: Split ASHP Heating cfm: 800 umace,Heatpump,Boiler,etc. Air lConditione},Heat pump,etc. Cooling cfm: 800 Model: CARRIER Model: CARRIER Static pressure: 0.50 in H2O 25HBC524+FX4CNF025 25HBC524+FX4CNF025 Fan's rated external static pressure for design :an Heating output ac a t wi 7720 Btuh Total cooling capacity: 16399 Btuh Heat pumps-capac y at winter design outJ7720 conditions Sensible cooling capacity: 13346 Btuh Aux.heating output capacity: 17762 Btuh Latent cooling capacity: 3053 Btuh HVAC DUCT DISTRIBUTION •1 Design airflow: 800 cfm Longest supply duct: 377 ft Duct Materials Used Equipment design ESP: 0.50 in H2O Longest return duct: 0 ft Trunk duct: Total device pressure losses: 0 in H2O Total effective length(TEL): 377 ft Available static pressure(ASP): 0.50 in H2O Friction rate: l q.Q0 in/100ft Branch duct: Round flex vinyl Friction Rate=ASP: TEL I declare the load calculation, equipment, equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: J FERNANDEZ Contractor's signature: J FERNANDEZ (E-SIGN) Date: 04/2015 Reserved for County. . Municipality or Authority having jurisdiction use. "Home qualifies for MJ1AE Form based on Abridged Edition Checklist Wt'1[, htsoft Right-Suite®Universal 2013 13.0.09 RSU13554 Building Analysis Job: QUADPLEX-INSIDE UNIT-B wrightsoft Date: 12/2014 Entire House By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904823-9696 Email:FAE@ENGINEER.COM Web:VWM.NORTHF LORI DAN R.0 OM Project • • For: QUADPLEX-INSIDE UNIT-B, BEACHES HABITAT 106 SUNRISE CT,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Daily range (°F) - 15 ( 1 ) Method Simplified V1kt bulb(°F) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuh/ft2 Btuh % of load Walls 2.7 1722 9.0 Glazing 45.0 9094 47.6 Doors 0 0 0 Ceilings 1.0 1321 6.9 Floors 1.1 1431 7.5 Infiltration 4.4 3746 19.6 E Ducts 1787 9.4 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 19102 100.0 • • Component Btuh/W Btuh %of load Walls 1.4 908 5.0 Glazing 63.5 12824 70.5 Doors 0 0 0 Ceilings 1.7 2317 12.7 Floors 0 0 0 Infiltration 1.0 859 4.7 Ducts 1288 7.1 i Ventilation 0 0 Internal gains 0 0 Blower 0 0 Adjustments 0 Total 1 18196 100.0 Latent Cooling Load=2698 Btuh Overall U-value=0.125 Btuh/ft2-°F Data entries checked. 2015-Apr-2810:28:01 Wrl htsot Right-Suite®Universal 2013 13.0.09 RSU13554 Page 1 ightsoft HVAC\HABIJAX-QUAD-INSIDE UNIT-B-MJ.rup Calc=MJ8 Building Front faces: N Component Constructions Job: QUADPLEX-INSIDE UNIT-B wrightsoft Date: 12/2014 Entire House By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904-823-9696 Email:FAECENGINEER.COM Web:WWW.NORTHFLORIDAMR.COM Project • • For: QUADPLEX-INSIDE UNIT-B, BEACHES HABITAT 106 SUNRISE CT,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Dailyrange(°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain 1N BblIV-°F R'-`F/Blth Btihv Btuh Bbh/R' Btuh Walls 12B-2bw:Frm wall,brk 4"ext,r-11 cav ins,2"x4"wood frm,r-2 int bd n 616 0.086 13.0 2.67 1642 1.41 866 ins a 30 0.086 13.0 2.67 80 1.41 42 all 646 0.086 13.0 2.67 1722 1.41 908 Partitions (none) Windows 10A-m: 1 glazing,reflective(1/4"only)glz,mtl no brk frm mat, 1/4"thk, n 92 1.670 0 51.8 4763 27.6 2536 high rflct perf;8 ft overhang(8 It window ht,6 It sep.) 1A-c1om:1 glazing,cir glz,mtl no brk frm mat, 1/8"thk; 1 ft overhang(6 a 110 1.270 0 39.4 4331 93.5 10288 It window ht,2 ft sep.) Doors (none) Ceilings 16B-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 ceil n 1332 0.032 30.0 0.99 1321 1.74 2317 ins Floors 22A-vph:Bg floor,heavy damp soil,on grade depth,vinyl flr fish n 34 1.358 0 42.1 1431 0 0 WTI httsoft 2015-Apr-2610:28:01 9 Right-Suite®Universal 2013 13.0.09 RSU13554 Page 1 ightsoft HVAMHABIJAX-QUAD-INSIDE UNIT-B-MJ.rup Calc=MJ8 Building Front faces: N Component Constructions Job: QUADPLEX-INSIDE UNIT-B wrightsoft Date: 12/2014 BATH2 By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904823-9696 Email.FAE@ENC,INEER.COM Web:WWKNORTHFLORIDAAIR.COM Project Information For: QUADPLEX-INSIDE UNIT-B, BEACHES HABITAT 106 SUNRISE CT,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature(°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Daily range(°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 78 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U-value Insult R Htg HTM Loss Clg HTM Gain ft' Btuh/R'-'F ft-`FiBtth BhhMF Btuh Bbhlw Btuh Walls (none) Partitions (none) Windows 10A-m:1 glazing,reflective(1/4"only)glz,mtl no brk frm mat, 1/4"thk, n 6 1.670 0 51.8 311 27.6 165 high rflct perf;8 ft overhang(8 It window ht,6 ft sep.) Doors (none) Ceilings 16B-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 ceil n 78 0.032 30.0 0.99 77 1.74 136 ins Floors 22A-vph: Bg floor,heavy damp soil,on grade depth,vinyl flr fish n 6 1.358 0 42.1 253 0 0 wTi htsoft 2015-Apr-2810:28:01 Right-Suite®Universal 2013 13.0.09 RSU13554 Page 2 AM ...ightsoft HVAC\HABIJAX-QUAD-INSIDE UNIT-B-MJ.rup Calc=MJ8 Building Front faces: N Component Constructions Job: QUADPLEX-INSIDE UNIT-B wrightsoft Date: 12/2014 BED2 By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904823-9696 Email:FAE@ENGINEER.COM Web:VWJW.NORTHFLORI DAAIR.COM Project • • For: QUADPLEX-INSIDE UNIT- B, BEACHES HABITAT 106 SUNRISE CT,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature(°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Dailyrange (°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft, BtutlM-T fF-`F/Bhh BMRP Btuh Bt&RN Btuh Walls 12B-2bw:Frm wall,brk 4"ext,r-11 cav ins,2"x4"wood frm,r-2 int bd n 132 0.086 13.0 2.67 352 1.41 186 ins Partitions (none) Windows 10A-m:1 glazing,reflective(1/4"only)glz,mtl no brk frm mat, 1/4"thk, n 10 1.670 0 51.8 518 27.6 276 high rflct pert;8 ft overhang(8 ft window ht,6 ft sep.) Doors (none) Ceilings 16B-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 ceil n 210 0.032 30.0 0.99 208 1.74 365 ins Floors (none) •� + wrliht$Oft 2015-Apr-2810:28:01 � Right-Suite�IUniversa1201313.0.09RSU13554 Page ...ightsoft HVAC\HABIJAX-QUAD-INSIDE UNIT-B-MJ.rup Calc=MJ8 Building Front faces: N Component Constructions Job: QUADPLEX-INSIDE UNIT-B wrightsoft Date: 12/2014 GREAT By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904823-9696 Email:FAE@ENGINEER.COM Web:WWW.NORTHFLORIDAAIR.COM Project • • For: QUADPLEX-INSIDE UNIT-B, BEACHES HABITAT 106 SUNRISE CT,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Daily range (°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain fF BbhM-°F ft-°F/Bhh BiuhW Btuh Bbh/W Blah Walls 12B-2bw:Frm wall,brk 4"ext,r-11 cav ins,2"x4"wood frm,r-2 int bd n 81 0.086 13.0 2.67 216 1.41 114 ins a 30 0.086 13.0 2.67 80 1.41 42 all 111 0.086 13.0 2.67 296 1.41 156 Partitions (none) Windows 10A-m:1 glazing,reflective(1/4"only)glz,mtl no brk frm mat, 1/4"thk, n 30 1.670 0 51.8 1553 27.6 827 high rflct perf;8 ft overhang(8 ft window ht,6 It sep.) 1A-clom:1 glazing,cir glz,mtl no brk frm mat, 1/8"thk; 1 ft overhang(6 a 10 1.270 0 39.4 4331 93.5 10288 it window ht,2 ft sep.) Doors (none) Ceilings 16B-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 ceil n 298 0.032 30.0 0.99 296 1.74 518 ins Floors 22A-vph:Bg floor,heavy damp soil,on grade depth,vinyl flr fnsh n 12 1.358 0 42.1 505 0 0 wri htsoft 2015-Apr 2810:28:01 9 Right-Suited Universal 2013 13.0.09 RSU13554 ightsoft HVAMHABIJAX-QUAD-INSIDE UNIT-B-MJ.rup Calc=MJ8 Building Front faces: N Pop 4 Component Constructions Job: QUADPLEX-INSIDE UNIT-B wrightsoft Date: 12/2014 BATH1 By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904823-9696 Email:FAE@ENGINEER.COM Web:WM/WAORTHFLORIDAAIR.COM Project • • For: QUADPLEX-INSIDE UNIT-B, BEACHES HABITAT 106 SUNRISE CT,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Daily range(°F) - 15 ( L ) Method Simplified Wet bulb( F) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft2 Bhh/f'-°F f'-`F/Bth BGh/f' Btuh Btuh/f Btuh Walls 12B-2bw:Frm wall,brk 4"ext,r-11 cav ins,2"x4"wood frm,r-2 int bd n 6 0.086 13.0 2.67 16 1.41 8 ins Partitions (none) Windows (none) Doors (none) Ceilings 16B-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 ceil n 63 0.032 30.0 0.99 62 1.74 110 ins Floors (none) .w WTi htsoft 2015-Apr-2810:28:01 9 Right-Suites Universal 2013 13.0.09 RSU13554 Pages ...ightsoft HVAC\HABIJAX-QUAD-INSIDE UNIT-B-MJ.rup Calc=MJ8 Building Front faces: N Component Constructions Job: QUADPLEX-INSIDE UNIT-B wrightsoft Date: 12/2014 MECH By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904823-9696 Email:FAE@ENGINEER.COM Web:MMAORTHFLORIDAAIR.COM Project • • For: QUADPLEX-INSIDE UNIT- B, BEACHES HABITAT 106 SUNRISE CT,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Dailyrange (°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' BhhV-`F ft-`F/BNi B¢ih/ft' Btuh Btuh/ft' Btuh Walls 12B-2bw:Frm wall,brk 4"ext,r-11 cav ins,2"x4"wood frm,r-2 int bd n 8 0.086 13.0 2.67 21 1.41 11 ins Partitions (none) Windows (none) Doors (none) Ceilings 16B-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 ceil n 48 0.032 30.0 0.99 48 1.74 83 ins Floors 22A-vph:Bg floor,heavy damp soil,on grade depth,vinyl flr fnsh n 8 1.358 0 42.1 337 0 0 2015-Apr-28 10:28:01 t wrightsoft Right-Suite®Universal 2013 13.0.09 RSU13554 Page6 �. ...ightsoft HVACU- QUAD-QUAD-INSIDE UNIT-B-MJ.rup Calc=MJS Building Front faces: N Component Constructions Job: QUADPLEX-INSIDE UNIT-B wrightsoft Date: 12/2014 BED3 By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904823-9696 Email:FAEQENGINEER.COM Web:WWW.NORTHFLORIDAAIR.COM Project • • For: QUADPLEX-INSIDE UNIT-B, BEACHES HABITAT 106 SUNRISE CT,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD(°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Dailyrange (°F) - 15 ( L ) Method Simplified Wet bulb('F) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft'-'F fl`-`.FIBbh BbhV Stuh Bhh/R' Btuh Walls 126-2bw:Frm wall,brk 4"ext,r-11 cav ins,2"x4"wood frm,r-2 int bd n 127 0.086 13.0 2.67 339 1.41 179 ins Partitions (none) Windows 10A-m:1 glazing,reflective(1/4"only)glz,mtl no brk frm mat, 1/4"thk, n 15 1.670 0 51.8 777 27.6 414 high rflct pert;8 ft overhang(8 ft window ht,6 ft sep.) Doors (none) Ceilings 16B-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 ceil n 201 0.032 30.0 0.99 199 1.74 350 ins Floors (none) wri htSQft 2015-Apr-2810:28:01 9 Right-Suite(E) Pagel ...ightsoft HVAMHABIJAX-QUAD-INSIDE UNIT-B-MJ.rup Calc=MJ8 Building Front faces: N Component Constructions Job: QUADPLEX-INSIDE UNIT-B wrightsoft Date: 12/2014 KITCHEN By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904-823-9696 Email:FAE@ENGINEER.COM Web:WMAORTHFLORIDAAIR.COM Project • • For: QUADPLEX-INSIDE UNIT-B, BEACHES HABITAT 106 SUNRISE CT,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Dailyrange(°F) - 15 ( L ) Method Simplified Vit bulb(°F) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain fP BhhM-°F f!'-`F/Btuh BtuhM' Btuh BtuhAF Btuh Walls 12B-2bw:Frm wall,brk 4"ext,r-11 cav ins,2"x4"wood frm,r-2 int bd n 127 0.086 13.0 2.67 339 1.41 179 ins Partitions (none) Windows 10A-m:1 glazing,reflective(1/4"only)glz,mtl no brk frm mat, 1/4"thk, n 15 1.670 0 51.8 777 27.6 414 high rflct pert;8 ft overhang(8 ft window ht,6 ft sep.) Doors (none) Ceilings 16B-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 ceil n 188 0.032 30.0 0.99 186 1.74 327 ins Floors (none) -##f wri htsoft 2015 Apr-28 10:28:01 9 Right-Suite®Universa1201313.0.09 RSU13554 Page ...ightsoft HVAC\HABIJAX-QUAD-INSIDE UNIT-B-MJ.rup Calc=MJ8 Building Front faces: N Component Constructions Job: QUADPLEX-INSIDE UNIT-B wrightsoft Date: 12/2014 BED1 By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904823-9696 Email:FAECENGINEER.COM Web:V✓WW.NORTHFLORIDAAIR.COM Project • • For: QUADPLEX-INSIDE UNIT-B, BEACHES HABITAT 106 SUNRISE CT,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Dailyrange(°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain tv BhhM-'F K-`F/Bhh Bbl)m Btuh BtuhtW Btuh Walls 12B-2bw:Frm wall,brk 4"ext,r-11 cav ins,2"x4"wood frm,r-2 int bd n 126 0.086 13.0 2.67 336 1.41 177 ins Partitions (none) Windows 10A-m: 1 glazing,reflective(1/4"only)glz,mtl no brk frm mat, 1/4"thk, n 16 1.670 0 51.8 828 27.6 441 high rflct perf;8 ft overhang(8 ft window ht,6 ft sep.) Doors (none) Ceilings 16B-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 ceil n 197 0.032 30.0 0.99 195 1.74 343 ins Floors (none) .� wri htsoft 2015-Apr-2810:28:01 9 Right-Suite4kiUniversal 201313.0.09 RSU13554 Page AM ...ightsoft HVACXHABIJAX-QUAD-INSIDE UNIT-B-MJ.rup Calc=MJ8 Building Front faces: N + - wrightSQft Component Constructions Date: Q�2AODPLEX- INSIDE UNIT-B CLOSET1 By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904823-9696 Email:FAECENGINEER.COM Web:WMAORTHFLORIDAAIR.COM Project • • For: QUADPLEX-INSIDE UNIT-B, BEACHES HABITAT 106 SUNRISE CT, ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature(°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Dailyrange (°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss CIg HTM Gain fF Bluh/ft'-°F fP-'F/Bbh BIuh/R' Btuh BhhMF Btuh Walls 12B-2bw:Frm wall,brk 4"ext,r-11 cav ins,2"x4"wood frm,r-2 int bd n 9 0.086 13.0 2.67 24 1.41 13 ins Partitions (none) Windows (none) Doors (none) Ceilings 16B-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 ceil n 49 0.032 30.0 0.99 49 1.74 85 ins Floors 22A-vph:Bg floor,heavy damp soil,on grade depth,vinyl fir fnsh n 8 1.358 0 42.1 337 0 0 wf i htsOft 2015-Apr-2810:28:01 9 Right-Suite®Universal 2013 13.0.09 RSU13554 Page 10 ACC3" ...ightsoft HVACXHABIJAX-QUAD-INSIDE UNIT-B-MJ.rup Calc=MJ8 Building Front faces: N Project Summa Job: QUADPLEX-INSIDE UNIT-B - - wrightsoft Date: 12/2014 Entire House By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904823-9696 Email:FAE@ENGINEER.COM Web:WWW.NORTHFLORIDAAIR.COM Project • • For: QUADPLEX-INSIDE UNIT-B, BEACHES HABITAT 106 SUNRISE CT,ATLANTIC BEACH, FL 32233 Notes: Design Information Weather: Jacksonville Mayport Naval, FL, US Winter Design Conditions Summer Design Conditions Outside db 39 °F Outside db 92 °F Inside db 70 °F Inside db 75 °F Design TD 31 °F Design TD 17 °F Daily range L Relative humidity 50 % Moisture difference 58 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 17314 Btuh Structure 16908 Btuh Ducts 1787 Btuh Ducts 1288 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 19102 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 18196 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 1817 Btuh Ducts 881 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft2) 1332 1332 Equipment latent load 2698 Btuh Volume (ft) 11988 11988 Air changes/hour 0.55 0.23 Equipment total load 20894 Btuh Equiv.AVF (cfm) 110 46 Req.total capacity at 0.78 SHR 1.9 ton Heating Equipment Summary Cooling Equipment Summary Make CARRIER Make CARRIER Trade 2.0 TON Trade 2.0 TON Model 25HBC524 Cond 25HBC524 AHRI ref 3645571 Coil FX4CNF025 AHRI ref 3645571 Efficiency 0.8 HSPF Efficiency 15 SEER Heating input Sensible cooling 18720 Btuh Heating output 24000 Btuh @ 47°F Latent cooling 5280 Btuh Temperature rise 27 °F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.042 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.87 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft zolsapr-za 1o:zae 1 02 Right-Suite®Universal 2013 13.0.09 RSU13554 page 1 ightsoft HVACWABIJAX-QUAD-INSIDE UNIT-B-MJ.rup Calc=MJ8 Building Front faces: N Duct System Summary Job: QUADPLEX-INSIDE UNIT-B wrightsoft Date: 12/2014 Entire House By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904-823-9696 Email:FAE@ENGINEER.COM Web:VWJW.NORTHFLORI DAAIR.COM Project • • For: QUADPLEX-INSIDE UNIT-B, BEACHES HABITAT 106 SUNRISE CT,ATLANTIC BEACH, FL 32233 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 0.250/0.250 in H2O 0.250/0.250 in H2O Lowest friction rate 0.500 in/100ft 0.500 in/100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 377 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk MECH h 542 28 10 0.500 4.0 Ox 0 VIFx 307.0 70.0 BATH2 h 818 42 30 0.500 4.0 Ox 0 VIFx 307.0 70.0 MBED h 3382 172 147 0.500 7.0 Ox 0 VIFx 307.0 70.0 BEDS h 2297 117 96 0.500 6.0 Ox 0 VIFx 307.0 70.0 KITCHEN h 2343 119 103 0.500 6.0 Ox 0 VIFx 307.0 70.0 BED2 h 2366 120 100 0.500 6.0 Ox 0 VIFx 307.0 70.0 GREAT c 2148 85 148 0.500 6.0 Ox 0 VIFx 307.0 70.0 GREAT-A C 2148 85 148 0.500 6.0 Ox 0 VIFx 307.0 70.0 BATH1 c 148 6 10 0.500 4.0 Ox 0 VIFx 307.0 70.0 MWIC h 530 27 7 0.500 4.0 Ox 0 VIFx 307.0 70.0 2015-Apr-28 10:28:40 wrightsoft Right-Suite®Universal 2013 13.0.09 RSU13554 Page 1 ...ightsoft HVAC\HABIJAX-QUAD-INSIDE UNIT-B-MD.mp Calc=MJ8 Building Front faces: N At LACIP &'%I anal CERTIFIED rr Certificate of Product R AHRI Certified Reference Number: 3645571 Date: 4/27/2015 Product: Split System: Heat Pump with Remote Outdoor Unit-Air-Source Outdoor Unit Model Number: 25HBC524A**30 Indoor Unit Model Number: FX4DNF025 Manufacturer: CARRIER AIR CONDITIONING Trade/Brand name: CARRIER Series name: COMFORT 13 PURON HP Manufacturer responsible for the rating of this system combination is CARRIER AIR CONDITIONING Rated as follows in accordance with AHRI Standard 210/240-2008 for Unitary Air-Conditioning and Air-Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored, independent,third party testing: Cooling Capacity (Btuh): 24000 EER Rating (Cooling): 12.00* SEER Rating (Cooling): 15.25 Heating Capacity(Btuh) @ 47 F: 24000 Region IV HSPF Rating (Heating): 8.70 Heating Capacity(Btuh) @ 17 F: 14700 Ratings followed by an asterisk(*)indicate a voluntary rerate of previously published data,unless accompanied with a WAS,which indicates an involuntary rerate. DISCLAIMER AHRI does not endorse the product(s)listed on this Certificate and makes no representations,warranties or guarantees as to,and assumes no responsibility for, the product(s)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed in the directory at www.ahrldlrectory.org. TERMS AND CONDITIONS Ulm This Certificate and its contents are proprietary products of AHRI.This Certificate shall only be used for individual,personal and confidential reference purposes.The contents of this Certificate may not,in whole or in part,be reproduced;copied;disseminated; �. entered into a computer database;or otherwise utilized,in any form or manner or by any means,except for the user's individual, klu personal and confidential reference. AIR-CONDITIONING,HEATING, CERTIFICATE VERIFICATION &REFRIGERATION INSTITUTE The information for the model cited on this certificate can be verified at www.ahridlrectory.org,click on"Verify Certificate"link we make life better- and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above,and the Certificate No.,which is listed at bottom right. 130746131619109909 ©2014 Air-Conditioning, Heating,and Refrigeration Institute CERTIFICATE NO.: BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH FILE COPY 800 Seminole Road, Atlantic Beach, FL 3223 WI)o 6 Office (904)247-5826 Fax (904)247-5845 Job Address:(Ocean GaN 02 Sunrise Ct„ COAB, FL 32233 Permit Number: P — D 7 Legal Description : 38-2S-29E-7.41B De Castro Y Ferrer Grant PT RECD O/R 16531-2248 Parcel# 3-1 Floor Area ot Sq.Ft. Sq.Ft Valuation of Work$ 110,000 Proposed Work heated/cooled 1170 non-heated/cooled 200 Class of Work(circle one): New X 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 product approval lorm Describe in detail the type of work to be performed: Construct new- 2 story Quad(4 attached, single family residences) Property Owner Information: Name: Beaches Habitat Address: 797 Mayport Rd. City Atlantic Beach State FL. Zip 3223 Phone : 904-241-1222 E-Mail or Fax#(Optional)904-241-4310 Contractor Information: Company Name: 201 MWTort Construction Management,LLC Qualifying Agent: Robert Peterson Address: 2768 State Rd AIA,#701 City Atlantic Beach, State FL. Zip 32233 Office Phone 904-595-5798 Job Site/Contact Number 904-334-1202 Fax# 904-241-4310 State Certification/Registration# CGC1506666 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 commencedprior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for apenod ofsix(6)months at any time after work is commenced. 1 understand that separate permits must be secured for Electrical Work, Plumbing,Signs, Wells,Pools, Furnaces, Boilers,Heaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 1 hereb certify that have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be omplied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any othe ederal,state,or local law regulating construction or the performance of construction. Signature of Owner Signature of Contractor Print Name �.�L)• 5 Print Name �+.• Sworn 9 and subscnb d beforg me Sworn to and subscribed beforg me is j Day of rLv� �. 20 i this �-} Da o 0 ° e'4 JOYCE M.FREEMAN ary Public Notary PoMie-7$tdsvW1rida of u i notuy,€My Comm.ExpN2017 �, ��=. My Comm.Expires Jun 10,2017 r �,. ,r Comnft**,*&RX.'10►Commission 7 �41"g.n.N., / / II /, NOT WRITE BELOW_ U3 !GY14 ������DOWOFFICE USE ONLY Result (circle one) Approved Disapproved Approved w/ Conditions Review Initials/Date: 5--12,1-r Development Size FILECOPY Habitable Space o S•F. Non-Habitable ori s,F Impervious area Miscellaneous Information Occupancy Group { Type of Construction V Number of Stories .2 Zoning District fl mb- 13 Max. Occupancy Load Fire Sprinklers Required Flood Zone /?//j Conditions/Comments: a n � son. �3a b N O "C 00 J D\ l/i W N C 01 tli W N C� t�. C t 02. W CD ° 0 �.an d 0 o � R � CyrJ � 5 `C 0 C40 cn -' Y Z -, ° o CD CL m CD 0 CD CD � o CD C w as ?: CD b is CD °c. Z cnCD CD w CD fS '-h P� N c d O 0 N O CD fD w ..3 O o- ¢, CL CrJ qq cn m 0 C-D o = z CCD D C o � o 4 a .Tl 'T1 C4 O CD Q: w 4�1 It t a e -, FILE COPY FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: QUADPLEX-UNITA Builder Name: BEACHES HABITAT Street: 102 SUNRISE CT Permit Office: CITY OF ATLANTIC BEACH City,State,Zip: ATLANTIC BEACH , FL,32233- Permit Number:/5- S P A T"/b 77 Owner: Jurisdiction: 261100 Design Location: FL,Jacksonville 1. New construction or existing New(From Plans) 9. Wall Types(1637.3 sqft.) Insulation Area I a. Frame-Wood,Exterior R=19.0 1138.70 ft2 2. Single family or multiple family Multi-family b. Frame-Wood,Common R=19.0 498.67 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 (605.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic(Vented) R=30.0 605.00 ft2 6. Conditioned floor area above grade(ft2) 1170 b. N/A R= ft2 c. N/A R= ft2 Conditioned floor area below grade(ft2) 0 11. Ducts R ft2 7. Windows(130.1 sqft.) Description Area a. Sup:Attic, Ret:Attic,AH:2nd Floor 6 142 a. U-Factor: Dbl,U=0.30 130.11 ft2 SHGC: SHGC=0.30 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency a.Central Unit 24.0 SEER:15.25 SHGC: c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 24.0 HSPF:8.70 SHGC: Area Weighted Average Overhang Depth: 3.338 ft. Area Weighted Average SHGC: 0.300 14.Hot water systems a. Electric Cap:50 gallons 8. Floor Types (605.0 sqft.) Insulation Area EF:4.500 a.Slab-On-Grade Edge Insulation R=0.0 565.00 ft2 b. Conservation features b.Raised Floor R=0.0 40.00 ft2 None c. N/A R= ft2 15.Credits None Total Proposed Modified Loads: 15.44 PASS Glass/Floor Area: 0.111 Total Standard Reference Loads: 29.71 I hereby certify that the plans and specifications covered by Review of the plans and 0 1CNE this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. „1 ( '..\`` J FERNANDEZ PREPARED BY: Before construction is completed a - - - G7 - DATE: 04/2015 this building will be inspected for 0 compliance with Section 553.908 , I hereby certify that this building, as designed, is in compliance Florida Statutes. �, - WE with the Florida Energy Code. COD OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 4/28/2015 9:24 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: QUADPLEX-UNITA Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1170 Lot# Owner: Total Stories: 2 Block/SubDivision: County Seat #of Units: 1 Worst Case: No PlatBook: Book 108-n,page 345 Builder Name: BEACHES HABITAT Rotate Angle: 0 Street: 102 SUNRISE CT Permit Office: CITY OF ATLANTIC BEACH Cross Ventilation: No County: DUVAL Jurisdiction: 261100 Whole House Fan: No 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 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 1170 9360 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 565 4520 Yes 0 1 1 No Yes Yes 2 2nd Floor 605 4840 No 4 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio 1st Floor 126 ft 0 565 ft2 ___ 0 0 1 2 Raised Floor 2nd Floor ____ ____ 40 ft2 0 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Wood shingle 655 ft2 0 ft2 Medium 0.98 No 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 150 605 ft2 N N 4/28/2015 9:24 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) 2nd Floor 30 605 ft2 0.11 Wood WALLS Cavity Width Height Sheathing Framing Solar Below Adjacent Space 0 _ 1 N Exterior Frame-Wood 1st Floor 19 20 0 8 0 160.0 ft2 0 0.125 0.7 0 _ 2 E Exterior Frame-Wood 1st Floor 19 31 2 8 0 249.3 ft2 0 0.125 0.7 0 _ 3 S Exterior Frame-Wood 1 st Floor 19 20 0 8 0 160.0 ft2 0 0.125 0.7 0 -4 W Neighbor Frame-Wood 1st Floor 19 31 2 8 0 249.3 ft2 0 0.125 0.7 0 _ 5 N Exterior Frame-Wood 2nd Floor 19 20 0 8 0 160.0 ft2 0 0.125 0.7 0 6 E Exterior Frame-Wood 2nd Floor 19 31 2 8 0 249.3 ft2 0 0.125 0.7 0 _ 7 S Exterior Frame-Wood 2nd Floor 19 20 0 8 0 160.0 ft2 0 0.125 0.7 0 8 W Neighbor Frame-Wood 2nd Floor 19 31 2 8 0 249.3 ft2 0 0.125 0.7 0 DOORS F # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Insulated 1st Floor None .46 3 8 24 ft2 2 S Insulated 1st Floor None .46 3 8 24 ft2 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 1 Vinyl Double(Clear) Yes 0.3 0.3 27.6 ft2 6 ft 0 in 1 ft 0 in None None 2 E 2 Vinyl Double(Clear) Yes 0.3 0.3 10.3 ft2 1 ft 0 in 1 ft 0 in None None 3 E 2 Vinyl Double(Clear) Yes 0.3 0.3 6.0 ft2 1 ft 0 in 1 ft 0 in None None 4 S 3 Vinyl Double(Clear) Yes 0.3 0.3 4.0 ft2 8 ft 2 in 1 ft 0 in None None 5 N 5 Vinyl Double(Clear) Yes 0.3 0.3 27.6 ft2 6 ft 0 in 1 It 0 in None None 6 E 6 Vinyl Double(Clear) Yes 0.3 0.3 10.3 ft2 1 ft 0 in 1 It 0 in None None 7 E 6 Vinyl Double(Clear) Yes 0.3 0.3 13.3 ft2 1 ft 0 in 1 it 0 in None None 8 S 7 Vinyl Double(Clear) Yes 0.3 0.3 15.5 ft2 1 ft 0 in 1 It 0 in None None 9 S 7 Vinyl Double(Clear) Yes 0.3 0.3 15.5 ft2 1 ft 0 in 1 ft 0 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0005 1534.5 84.24 158.43 .474 9.8363 4/28/2015 9:24 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:8.7 24 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15.25 24 kBtu/hr 720 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Heat Pump 1 st Floor 4.5 50 gal 90 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ff2 DUCTS ----Supply--- -—Return-- Air CFM 25 CFM25 HVAC# # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 142 ftz Attic 187 ftZ Default Leakage 2nd Floor (Default) (Default) 1 1 TEMPERATURES Programable Thermostat:N Ceiling Fans: Cooling X Jan [X]Feb X]Mar X Apr [[X]May [[X]Jun [X]Jul X]Aug jXXj Sep [[X]]Oct [[X]Nov Dec Heatingg f Xj Jan jX]Feb lX]Mar lXj APr [X]May [X]Jun [X]Jul LX]Aug Sep [X]Oct [X]Nov �XXJ Dec Ventin X Jan X Feb X Mar X A r [X Ma [X Jun [X]Jul [X]Au X Se [[X]]Oct [[X]Nov X 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 80 80 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Heating(WD) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating(WEH) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 4/28/2015 9:24 AM 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: 102 SUNRISE CT 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 X 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 X 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. 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= R-2 X + 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 X or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. X 4/28/2015 9:24 AM EnergyGauge®USA-HaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 52 The lower the EnergyPerformance Index, the more efficient the home. 102 SUNRISE CT, 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=19.0 1138.70 ft2 b. Frame-Wood, Common R=19.0 498.67 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=30.0 605.00 ft2 6. Conditioned floor area(ft2) 1170 b. N/A R= ft2 c. N/A R= ft2 7. Windows" Description Area 2 a. U-Factor: Dbl,U=0.30 130.11 ft2 11.Ducts R ft a.Sup:Attic,Ret:Attic,AH:2nd Floor 6 142 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 24.0 SEER:15.25 SHGC: d. U-Factor: N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 24.0 HSPF:8.70 Area Weighted Average Overhang Depth: 3.338 ft. Area Weighted Average SHGC: 0.300 8. Floor Types Insulation Area 14. Hot water systems Cap:50 gallons a.Slab-On-Grade Edge Insulation R=0.0 565.00 ft2 a. Electric EF:4.5 b.Raised Floor R=0.0 40.00 ft2 c. N/A R= ft2 b. Conservation features None 15.Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building -ME ST4 Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. 4S ,t'"P �0 Builder Signatur Date: S=r /' Address of New Home: �� Z �......c ct C4• City/FL Zip: AF��� r�,�r�C Jy� od WE rk 3iZ33 `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 D 7FAUI�J. D EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software 12 J' � B Y TABLE 402.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: QUADPLEX-UNITA Builder Name: BEACHES HABITAT Street: 102 SUNRISE CT Permit Office: CITY OF ATLANTIC BEACH 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. X Junction of foundation and sill plate is sealed. Windows and doors Space between window/door jambs and framing is sealed. X Rim joists Rim joists are insulated and include an air barrier. X 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 se aratina 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 X subfloor or drywall. Fireplace Fireplace walls include an air barrier. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Manual S ComplianceRt Job: QUADPLEX-OUTSIDE UNI... +{+ wrightsoft epor Date: 12/2014 Entire House By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone.904823-9696 Email:FAE@ENGINEER.COM Web:WWW.NORTHFLORI DAAIR.COM Project Information For: QUADPLEX-OUTSIDE UNIT-A, BEACHES HABITAT 102 SUNRISE CT, ATLANTIC BEACH, FL 32233 Cooling Equipment Design Conditions Outdoor design DB: 92.0°F Sensible gain: 18073 Btuh Entering coil DB: 76.2°F Outdoor design WB: 78.0°F Latent gain: 2425 Btuh Entering coil WB: 63.2°F Indoor design DB: 75.0°F Total gain: 20498 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: CARRIER Model: 25HBC524+FX4DNF025 Actual airflow: 800 cfm Sensible capacity: 14759 Btuh 82%of load Latent capacity: -1024 Btuh -42%of load Total capacity: 13735 Btuh 67%of load SHR: Ok% Heating Equipment Design Conditions Outdoor design DB: 39.0°F Heat loss: 21935 Btuh Entering coil DB: 69.5°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: CARRIER Model: 25HBC524+FX4DNF025 Actual airflow: 800 cfm Output capacity: 17775 Btuh 81%of load Capacity balance: 39 °F Supplemental heat required: 4160 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 800 cfm Output capacity: 5.2 kW 81% of load Temp. rise: 0 °F The above equipment was selected in accordance with ACCA Manual S. 2015-Apr-28 10:0416 wrightsoft Right-Suite®Universal 2013 13.0.09 RSU13554 Page 1 ...ghtsoft HVAMHABIJAX-QUAD-OUTSIDE UNIT-A-MJ.rup Calc=MJ8 Building Front faces: N �— Form ResidentialR- – • * 1 • ASystem Design •' • Equipment, Ducts) 155 Mar Mar 09 A<r�xmr•gr.,rn•,.�pw•.a Header Information Contractor: FLORIDA AIR SERVICE REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes JK] No ❑ Mechanical license: CAC1813 92 3 or MAAE Form'(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes M No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes Z] No ❑ Duct distribution sketch: Yes ] No ❑ Home address(Street or Lot#, Block,Subdivision): 102 SUNRISE CT, Entire House HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 39 °F Orientation: Building Front faces North Indoor temperature: 70 'F North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 21935 Btuh Number of bedrooms: 3 Conditioned floor area: 1 170 ftz Summer Design Conditions Number of occupants: 0 Outdoor temperature: 92 °F Indoor temperature: 75 °F Windows Grains difference: 58 gr/Ib @50% RH Eave overhang depth: 17.0 ft Sensible heat gain: 18073 Btuh Internal shade: none r Latent heat gain: 2425 Btuh Blinds,drapes,etc. Total heat gain: 20498 Btuh Number of skylights: 0 EQUIPMENTHVAC • 41 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Split ASHP EVipcment type: Split ASHP Heating cfm: 800 urnace,Healpump,Boiler,etc. it onditioner,Heat pump,etc. Cooling cfm: 800 Model: CARRIER Model: CARRIER Static pressure: 0.50 in H2O 25HBC524+FX4DNF025 25HBC524+FX4DNF025 Fan's rated external static pressure for design airflow Heating output capacity: 7775 .Btuh Total cooling capacity: 13735 Btuh Heat pumps-capacity at winter design out oor conditions Sensible cooling capacity: 14759 Btuh Aux.heating output capacity: 17762 Btuh Latent cooling capacity: -1024 Btuh HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Design airflow: 800 cfm Longest supply duct: 377 ft Duct Materials Used Equipment design ESP: 0.50 in H2O Longest return duct: 0 ft Trunk duct: Total device pressure losses: 0 in H2O Total effective length(TEL): 377 ft Available static pressure(ASP): 0.50 in H2O Friction rate: 0.fQ0 in/100ft Branch duct: Round flex vinyl Friction Rate=ASP+ITEC x I declare the load calculation. equipment. equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: J FERNANDEZ Contractor's signature: J FERNANDEZ (E-SIGN) Date: 04/2015 MunicipalityReserved for County. Town `Home qualifies for MJ1AE Form based on Abridged Edition Checklist + wrightsoft Right-Suite®Universal 2013 13.0.09 RSU13554 Buildin Analysis Job: QUADPLEX-OUTSIDE UNI... +I+ wrightsoft g y Date: 12/2014 Entire House By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904823-9696 Email.FAE@ENGINEER.COM Web:VVM.NORTHFLORI DAN R.COM Project • • For: QUADPLEX-OUTSIDE UNIT-A, BEACHES HABITAT 102 SUNRISE CT,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Dailyrange (°F) - 15 ( I ) Method Simplified Wet bulb(°F) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuh/ft2 Btuh % of load Walls 2.7 1722 7.9 . Glazing 48.2 11660 53.2 Doors 0 0 0 Ceilings 1.0 1161 5.3 Floors 1.2 1431 6.5 Infiltration 3.8 3373 15.4 Ducts 2587 11.8 m Piping 0 0 a, Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 1 1 21935 100.0 —Component Btuh/ft2 Btuh % of load Walls 1.4 908 5.0 Glazing 46.6 11289 62.5 Doors 0 0 0 Ceilings 1.7 2035 11.3 Floors 0 0 0 Infiltration 0.8 754 4.2 Ducts 3086 17.1 Ventilation 0 0 Internal gains 0 0 Blower 0 0 Adjustments 0 Total 18073 100.0 Latent Cooling Load =2425 Btuh Overall U-value =0.160 Btuh/ftz-°F Data entries checked. t 2015-Apr-2810:04:16 wri htsoft Right-Suite®Universal 2013 13.0.09 RSU13554 Page 1 ...ghtsoft HVAC\HABIJAX-QUAD-OUTSIDE UNIT-A-MJ.rup Calc=MJ8 Building Front faces: N Pro ect Summa Job: QUADPLEX-OUTSIDE UNI... Wrightsoft 1 Date: 12/2014 Entire House By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904-823-9696 Email:FAE@ENGINEER.COM Web:WWW.NORTHFLORIDAAIR.COM Proiect Information For: QUADPLEX-OUTSIDE UNIT-A, BEACHES HABITAT 102 SUNRISE CT,ATLANTIC BEACH, FL 32233 Notes: Design Information Weather: Jacksonville Mayport Naval, FL, US Winter Design Conditions Summer Design Conditions Outside db 39 °F Outside db 92 °F Inside db 70 °F Inside db 75 °F Design TD 31 °F Design TD 17 °F Daily range L Relative humidity 50 % Moisture difference 58 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 19348 Btuh Structure 14986 Btuh Ducts 2587 Btuh Ducts 3086 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 21935 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 18073 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 1596 Btuh Ducts 829 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft') 1170 1170 Equipment latent load 2425 Btuh Volume (ftp 10530 10530 Air changes/hour 0.56 0.23 Equipment total load 20498 Btuh Equiv. AVF (cfm) 99 40 Req.total capacity at 0.78 SHR 1.9 ton Heating Equipment Summary Cooling Equipment Summary Make CARRIER Make CARRIER Trade 2.0 TON Trade 2.0 TON Model 25HBC524 Cond 25HBC524 AHRI ref 3645571 Coil FX4DNF025 AHRI ref 3645571 Efficiency 8.7 HSPF Efficiency 15.25 SEER Heating input Sensible cooling 18720 Btuh Heating output 24000 Btuh @ 47°F Latent cooling 5280 Btuh Temperature rise 27 °F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.036 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Apr-z8 10:04:16 Wrl htsofRight-Suite®Universal 2013 13.0.09 RSU13554 Page 1 A_-CK ...ghtsoft HVAC\HABIJAX-QUAD-OUTSIDE UNIT-A-MJ.rup Calc=MJ8 Building Front faces: N AED At Job: QUADPLEX-OUTSIDE UNI... + wrightsoft Assessment Date: 12/2014 Entire House By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904-823-9696 Email:FAE@ENGINEER.COM Web:WWWAORTHFLORIDAAIR.COM Project • • For: QUADPLEX-OUTSIDE UNIT-A, BEACHES HABITAT 102 SUNRISE CT, ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Dailyrange (°F) - 15 ( L ) Vet bulb(°F) - 78 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure f x*Geft Load 16,00 14,00 12, 10.000- 8,00G- 6,000-- 4,000-- 2,000-- 0 ,4,2, 0 8 9 10 11 12 13 14 15 16 17 18 19 20 aate, A. .Fo e,n Maximum hourly glazing load exceeds average by 16.8%. House has adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 0 Btuh 2015-Apr-28 10:04:16 wrightsoft Right-Suite®Universal 2013 13.0.09 RSU13554 Pagel ,CCA. ...ghtsoft HVAC\HABIJAX-QUAD-OUTSIDE UNIT-A-MJ.rup Calc=MJ8 Building Front faces: N Component Constructions Job: QUADPLEX-OUTSIDE UNI... wrightsoft Date: 12/2014 Entire House By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904-823-9696 Email:FAE@ENGINEER.COM Web:WMAORTHFLORIDAMR.COM Project • • For: QUADPLEX-OUTSIDE UNIT-A, BEACHES HABITAT 102 SUNRISE CT,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Dailyrange (°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area Ll-value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft'-'F ft'--F/Btuh BtihM2 Btuh Btuh/ft' Btuh Walls 12B-2bw:Frm wall,brk 4"ext,r-11 cav ins,2"x4"wood frm,r-2 int bd n 536 0.086 13.0 2.67 1429 1.41 754 ins a 110 0.086 13.0 2.67 293 1.41 155 all 646 0.086 13.0 2.67 1722 1.41 908 Partitions (none) Windows 10A-m:1 glazing,reflective(1/4"only)glz,mtl no brk frm mat, 1/4"thk, n 172 1.670 0 51.8 8904 27.6 4742 high rflct pert;8 ft overhang(8 ft window ht,6 ft sep.) 1 A-c1 om: 1 glazing,clr giz,mtl no brk frm mat, 1/8"thk; 1 ft overhang(5 a 35 1.270 0 39.4 1378 93.5 3273 ft window ht,2 ft sep.) 1A-c1om:1 glazing,clr giz,mtl no brk frm mat, 1/8"thk; 1 ft overhang(6 a 35 1.270 0 39.4 1378 93.5 3273 ft window ht,2 ft sep.) Doors (none) Ceilings 16B-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 ceil n 1170 0.032 30.0 0.99 1161 1.74 2035 ins Floors 22A-vph:Bg floor,heavy damp soil,on grade depth,vinyl flr fnsh n 34 1.358 0 42.1 1431 0 0 t �+ wri htsoft zo,s-Apr-zfi 10:age 1 ,�- 9 Right-Suited Universa1201313.0.09 RSU13554 Page 1 ACC A. ...htsoft HVAC\HABIJAX-QUAD-OUTSIDE UNIT-A-MJ2.rup Calc=MJ8 Building Front faces: N Component Constructions Job: QUAD PLEX-OUTSIDE UNI... wrightsoft Date: 12/2014 BATH2 By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904823-9696 Email:FAE@ENGINEER.COM Web:WWW.NORTHFLORI DAN R.00M Project • • For: QUADPLEX-OUTSIDE UNIT-A, BEACHES HABITAT 102 SUNRISE CT,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Dailyrange (°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft2 Btuh M'-"F ft-'F/Btuh Btuh/ft2 Btuh Btuh/ft' Btuh Walls (none) Partitions (none) Windows 10A-m: 1 glazing,reflective(1/4"only)glz,mtl no brk frm mat, 1/4"thk, n 6 1.670 0 51.8 311 27.6 165 high rflct pert,8 ft overhang(8 ft window ht,6 ft sep.) Doors (none) Ceilings 16B-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 ceil n 96 0.032 30.0 0.99 95 1.74 167 ins Floors 22A-vph:Bg floor,heavy damp soil,on grade depth,vinyl fir fnsh n 6 1.358 0 42.1 253 0 0 .t + W rl htSOft 2015-Apr-28 10: ge 2 SCA g Right-SuileC Universa1201313.0.09 RSU13554 Paaget ..htsott HVAC\HABIJAX-QUAD-OUTSIDE UNIT-A-MJ2.rup Calc=MJ8 Building Front faces: N Component Constructions Job: QUAD PLEX-OUTSIDE UNI... wrightsoft Date: 12/2014 MBED By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904-823-9696 Email:FAE@ENGINEER.COM web:WM NORTHFLORIDAAIR.COM Project Information For: QUADPLEX-OUTSIDE UNIT-A, BEACHES HABITAT 102 SUNRISE CT,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Dailyrange (°F) - 15 ( L ) Method Simplified Wetbulb(°F) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft'-'F ft- F/Btuh Btuh/ft' Btuh Btuh/ft' Btuh Walls 12B-2bw: Frm wall,brk 4"ext,r-11 cav ins,7'x4"wood frm,r-2 int bd n 22 0.086 13.0 2.67 59 1.41 31 ins a 65 0.086 13.0 2.67 173 1.41 91 all 87 0.086 13.0 2.67 232 1.41 122 Partitions (none) Windows 10A-m:1 glazing,reflective(1/4"only)glz,mtl no brk frm mat, 1/4"thk, n 10 1.670 0 51.8 6212 27.6 3308 high rflct pert;8 ft overhang(8 ft window ht,6 ft sep.) 1A-c1om: 1 glazing,clr glz,mtl no brk frm mat, 1/8"thk; 1 ft overhang(5 a 15 1.270 0 39.4 1378 93.5 3273 ft window ht,2 ft sep.) Doors (none) Ceilings 16B-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 ceil n 196 0.032 30.0 0.99 194 1.74 341 ins Floors (none) +�+ wri htsoft 2015-Apr-28 10:35:10 ,�_ 9 Right-SuiteU Universa1201313.0.09 RSU13554 Page3 ��A ...htsoft HVAMHABIJAX-QUAD-OUTSIDE UNIT-A-MJ2.rup Calc=MJ8 Building Front faces. N Component Constructions Job: QUADPLEX-OUTSIDE UNI... wrightsoft Date: 12/2014 BED2 By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904823-9696 Email:FAE@ENGINEER.COM Web:WMAORTHFLORIDAMR.COM Project • • For: QUADPLEX-OUTSIDE UNIT-A, BEACHES HABITAT 102 SUNRISE CT,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Dailyrange (°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss CIg HTM Gain ft' Btuh/ft'-'F ft'-'F/Btuh Btuh/ft' Btuh Btuh/ft' Btuh Walls 12B-2bw:Frm wall,brk 4"ext,r-11 cav ins,2"x4"wood frm,r-2 int bd n 126 0.086 13.0 2.67 336 1.41 177 ins Partitions (none) Windows 10A-m:1 glazing,reflective(1/4"only)glz,mtl no brk frm mat, 1/4"thk, n 16 1.670 0 51.8 828 27.6 441 high rflct pert;8 ft overhang(8 ft window ht,6 ft sep.) Doors (none) Ceilings 166-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 ceil n 158 0.032 30.0 0.99 157 1.74 275 ins Floors (none) +�- wri htsoft 2015-Apr-28 1o:age ,t�_ 9 Right-Suite®Universa1201313.0.09 RSU13554 Page 4 SCA ...htsoft HVAC\HABIJAX-QUAD-OUTSIDE UNIT-A-MJ2.rup Calc=MJ8 Building Front faces: N Component Constructions Job: QUADPLEX-OUTSIDE UNI... wrightsoft Component Date: 12/2014 GREAT By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904823-9696 Email:FAE@ENGINEER.COM Web:WWW.NORTHFLORI DAA R.COM Project Information For: QUADPLEX-OUTSIDE UNIT-A, BEACHES HABITAT 102 SUNRISE CT,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Dailyrange (°F) - 15 ( L ) Method Simplified Vet bulb('F) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area LI-value Insul R Htg HTM Loss Clg HTM Gain ftBlih/ft'-"F fF-`F/Bth BthM' Bluh Btuh/W Btuh Walls 12B-2bw:Frm wall,brk 4"ext,r-11 cav ins,2"x4"wood frm,r-2 int bd n 111 0.086 13.0 2.67 296 1.41 156 ins a 45 0.086 13.0 2.67 120 1.41 63 all 156 0.086 13.0 2.67 416 1.41 219 Partitions (none) Windows 1 A-c1 om: 1 glazing,clr glz,mtl no brk frm mat, 1/8"thk; 1 ft overhang(6 a 30 1.270 0 39.4 1378 93.5 3273 It window ht,2 ft sep.) Doors (none) Ceilings 16B-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 ceil n 249 0.032 30.0 0.99 247 1.74 433 ins Floors 22A-vph:Bg floor,heavy damp soil,on grade depth,vinyl flr fnsh n 12 1.358 0 42.1 505 0 0 t + wri htsoft 2015-Apr-28 10:age 5 �- 9 Right-Suite®Universa1201313.0.09RSU13554 Pages 14:--C-k ...htsoft HVAC\HABIJAX-QUAD-OUTSIDE UNIT-A-MJ2.rup Calc=MJ8 Building Front faces: N Component Constructions Job: QUADPLEX-OUTSIDE UNI... wrightsoft Component Date: 12/2014 MWIC By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904823-9696 Email:FAE@ENGINEER.COM Web:WWW.NORTHFLORIDAAIR.COM Project • • For: QUADPLEX-OUTSIDE UNIT-A, BEACHES HABITAT 102 SUNRISE CT,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Dailyrange (°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft'-"F R'--F/Btuh Btuh/ft' Btuh Btuh/W Btuh Walls 12B-2bw:Frm wall,brk 4"ext,r-11 cav ins,2"x4"wood frm,r-2 int bd n 9 0.086 13.0 2.67 24 1.41 13 ins Partitions (none) Windows (none) Doors (none) Ceilings 16B-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 ceil n 32 0.032 30.0 0.99 32 1.74 56 ins Floors 22A-vph:Bg floor,heavy damp soil,on grade depth,vinyl flr fnsh n 8 1.358 0 42.1 337 0 0 �+- wri htsoft 2015-Apr-2810:age ,t�- g Right-SuiteN�Universa1201313.0.09 RSU13554 Page 6 I#--r.A. ...htsoft HVAC\HABIJAX-QUAD-OUTSIDE UNIT-A-MJ2.rup Calc=MJ8 Building Front faces. N Component Constructions Job: QUADPLEX-OUTSIDE UNI... wrightsoft Date: 12/2014 BATH1 By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904823-9696 Email:FAE@ENGINEER.COM Web:VVM.NORTHFLORI DAA R.COM Project • • For: QUADPLEX-OUTSIDE UNIT-A, BEACHES HABITAT 102 SUNRISE CT,ATLANTIC BEACH, FL 32233 Design C• • • Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Dailyrange (°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area LI-value Insul R Htg HTM Loss Clg HTM Gain ft Bb-h/ft'-"F fe F/Btuh Btuh/ft' Btuh Btuh/R' fth Walls 12B-2bw:Frm wall,brk 4"ext,r-11 cav ins,2"x4"wood frm,r-2 int bd n 6 0.086 13.0 2.67 16 1.41 a ins Partitions (none) Windows (none) Doors (none) Ceilings 16B-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 cell n 52 0.032 30.0 0.99 52 1.74 90 ins Floors (none) + W rl htsoft 2015-Apr-28 10:age 7 9 Right-Suite®Universa1201313.0.09 RSU13554 Pagel A. ...htsoft HVAC\HABIJAX-QUAD-OUTSIDE UNIT-A-MJ2.rup Calc=MJ8 Building Front faces: N Component Constructions Job: QUADPLEX-OUTSIDE UNI... Wrightsoft Date: 12/2014 MECH By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904823-9696 Email:FAE@ENGINEER.COM Web:VWWV.NORTHFLORIDAAIR.COM Project • • For: QUADPLEX-OUTSIDE UNIT-A, BEACHES HABITAT 102 SUNRISE CT,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Dailyrange (°F) - 15 ( L ) Method Simplified Wet bulb('F) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ftBtuh/ft'-'F ff-'F/Btuh BthV Btuh BtuhNF Btuh Walls 12B-2bw:Frm wall,brk 4"ext,r-11 cav ins,2"x4"wood frm,r-2 int bd n 8 0.086 13.0 2.67 21 1.41 11 ins Partitions (none) Windows (none) Doors (none) Ceilings 16B-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 ceil n 48 0.032 30.0 0.99 48 1.74 83 ins Floors 22A-vph:Bg floor,heavy damp soil,on grade depth,vinyl fir fnsh n 8 1.358 0 42.1 337 0 0 .` + W r! htsoft 2015-Apr-28 10:35:10 g Right-Suite®Universa1201313.0.09RSU13554 Page ...htsoft HVAC\HABIJAX-QUAD-OUTSIDE UNIT-A-MJ2.rup Calc=MJ8 Building Front faces: N Component Constructions Job: QUADPLEX-OUTSIDE UNI... wrightsoft Date: 12/2014 BED3 By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904823-9696 Email:FAE@ENGINEER.COM Web:WWVV.NORTHFLORI DAA R.COM Project • • For: QUADPLEX-OUTSIDE UNIT-A, BEACHES HABITAT 102 SUNRISE CT,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Dailyrange (°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 78 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area LI-value Insul R Htg HTM Loss Clg HTM Gain fF Btuh/ft'-`F fN-`F/Btuh Btuh/R' Btuh Bth11P Btuh Walls 1213-2bw:Frm wall,brk 4"ext,r-11 cav ins,2"x4"wood frm,r-2 int bd n 127 0.086 13.0 2.67 339 1.41 179 ins Partitions (none) Windows 10A-m:1 glazing,reflective(1/4"only)glz,mtl no brk frm mat, 1/4"thk, n 15 1.670 0 51.8 777 27.6 414 high rflct pert,8 ft overhang(8 ft window ht,6 ft sep.) Doors (none) Ceilings 16B-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 ceil n 151 0.032 30.0 0.99 150 1.74 263 ins Floors (none) t + W r7 htsoft 2015-Apr-28 10:3e „- 9 Right-Suite®Universa1201313.0.09 RSU13554 Page9 X--rA` ...htsoft HVACWABIJAX-QUAD-OUTSIDE UNIT-A-MJ2.rup Calc=MJ8 Building Front faces: N Component Constructions Job: QUADPLEX-OUTSIDE UNI... wrightsoft Date: 12/2014 KITCHEN By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904823-9696 Email:FAE@ENGINEER.COM Web:WWW.NORTHFLORIDAAIR.COM Project • • For: QUADPLEX-OUTSIDE UNIT-A, BEACHES HABITAT 102 SUNRISE CT,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Dailyrange (°F) - 15 ( L ) Method Simplified \Aletbulb(°F) - 78 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' BtJi/ft'-'F ft'-"F/Btuh Btuh/ft' Btuh Btuh/ft' Btuh Walls 12B-2bw:Frm wall,brk 4"ext,r-11 cav ins,7'x4"wood frm,r-2 int bd n 127 0.086 13.0 2.67 339 1.41 179 ins Partitions (none) Windows 10A-m:1 glazing,reflective(1/4"only)glz,mtl no brk frm mat, 1/4"thk, n 15 1.670 0 51.8 777 27.6 414 high rflct pert;8 ft overhang(8 ft window ht,6 ft sep.) Doors (none) Ceilings 16B-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 ceil n 188 0.032 30.0 0.99 186 1.74 327 ins Floors (none) W r'1 htsoft 2015-Apr-28 10:35:10 9 Right-Suite®Universal 2013 13.0.09 RSU13554 Page 10 ACCk ...htsoft HVAC\HABIJAX-QUAD-OUTSIDE UNIT-A-MJ2.rup Calc=MJ8 Building Front faces: N Duct System Summary Job: QUADPLEX-OUTSIDE UNI... wrightsoft Date: 12/2014 Entire House By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904-823-9696 Email:FA-QENGINEER.COM web:Www.NORTHFLORI DAAIR.COM Project • • For: QUADPLEX-OUTSIDE UNIT-A, BEACHES HABITAT 102 SUNRISE CT,ATLANTIC BEACH, FL 32233 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 0.250/0.250 in H2O 0.250/0.250 in H2O Lowest friction rate 0.500 in/100ft 0.500 in/100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 377 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (Cfm) (Cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk MECH h 542 28 10 0.500 4.0 Ox 0 VIFx 307.0 70.0 BATH2 h 818 42 30 0.500 4.0 Ox 0 VIFx 307.0 70.0 MBED h 3382 172 147 0.500 7.0 Ox 0 VIFx 307.0 70.0 BED3 h 2297 117 96 0.500 6.0 Ox 0 VIFx 307.0 70.0 KITCHEN h 2343 119 103 0.500 6.0 Ox 0 VIFx 307.0 70.0 BED2 h 2366 120 100 0.500 6.0 Ox 0 VIFx 307.0 70.0 GREAT C 2148 85 148 0.500 6.0 Ox 0 VIFx 307.0 70.0 GREAT-A c 2148 85 148 0.500 6.0 Ox 0 VIFx 307.0 70.0 BATH1 C 148 6 10 0.500 4.0 Ox 0 VIFx 307.0 70.0 MWIC h 530 27 7 0.500 4.0 Ox 0 VIFx 307.0 70.0 t W rl htsoft 2015-Apr-28 10:05:25 � 9 Right-Suite®Universal 2013 13.0.09 RSU13554 Page 1 /CCA ...ghtsoft HVAC\HABIJAX-QUAD-OUTSIDE UNIT-A-MD.rup Calc=MJ8 Building Front faces: N I. rA H I CERTIFIED Certificate of Product Ratings AHRI Certified Reference Number: 3645571 Date: 4/27/2015 Product: Split System: Heat Pump with Remote Outdoor Unit-Air-Source Outdoor Unit Model Number: 25HBC524A**30 Indoor Unit Model Number: FX4DNF025 Manufacturer: CARRIER AIR CONDITIONING Trade/Brand name: CARRIER Series name: COMFORT 13 PURON HP Manufacturer responsible for the rating of this system combination is CARRIER AIR CONDITIONING Rated as follows in accordance with AHRI Standard 210/240-2008 for Unitary Air-Conditioning and Air-Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored, independent, third party testing: Cooling Capacity (Btuh): 24000 EER Rating (Cooling): 12.00* SEER Rating (Cooling): 15.25 Heating Capacity(Btuh) @ 47 F: 24000 Region IV HSPF Rating (Heating): 8.70 Heating Capacity(Btuh) @ 17 F: 14700 Ratings followed by an asterisk(')indicate a voluntary rerate of previously published data,unless accompanied with a WAS,which indicates an involuntary rerate. DISCLAIMER AHRI does not endorse the product(s)listed on this Certificate and makes no representations,warranties or guarantees as to,and assumes no responsibility for, the product(s)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed in the directory at www.ahridirectory.org. TERMS AND CONDITIONS As 0.1111121This Certificate and its contents are proprietary products of AHRI.This Certificate shall only be used for individual,personal and confidential reference purposes.The contents of this Certificate may not,in whole or in part,be reproduced;copied;disseminated; .. `' entered into a computer database;or otherwise utilized,in any form or manner or by any means,except for the user's individual, toss personal and confidential reference. AIR-CONDITIONING,HEATING, CERTIFICATE VERIFICATION &REFRIGERATION INSTITUTE The information for the model cited on this certificate can be verified at www.ahrldlrectory.org,click on"Verify Certificate"link we make life better"' and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above,and the Certificate No.,which is listed at bottom right. ©2014 Air-Conditioning, Heating,and Refrigeration Institute CERTIFICATE NO.: fso�asfsfsfsfossos rsa;1y City of Atlantic Beach APPLICATION NUMBER ) Building Department (To be assi n the Building De artment.) J 800 Seminole Road 1 Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 �PA E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 114 S_%AW*i St CT De artment review required Yes o Buildin Applicant: /4 Planning &Zoning Z � QU^0 Tree ministrator Project: Public Works Pu is Utilities u is a ety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [�pproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING � /V ls,. Reviewed by: `� Date: TREE ADMIN. Second Review: []Approved as revised. ❑Den�d. ��� PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. [-]Denied. Comments: Reviewed by: Date: Revised 07/27/10 j f City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building e artme 800 Seminole Road Atlantic Beach, Florida 32233-544516--TAT- 107q Phone(904)247-5826 - Fax(904)247-5845 of ` E-mail: building-dept@coab.us Date routed: City web-site: http://w\Aw.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Q SuN , De artment review required Yes o OR .1 . Applicant: �"'' " � lannin &Zonin �� QL�A0 Tree Administrator Project: � P 'c Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date Florida Dept. of Environmental Protection of Permit Verified By Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: proved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING&ZONING ',nom S 3 f Reviewed by: / � ` Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. []Denied. Comments: Reviewed by: Date: Revised 07/27/10 City of Atlantic Beach APPLICATION NUMBER ItFlb"- Building Department (To be assigned by the Building Departm t) Atlantic Seminole Road ' '�� r '� Atlantic Beach, Florida 32233-5445 4 Phone(904)247-5826 - Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 10(p SLAAMSE Cj, ;Fire ldi ment review required Yes o �KfC$ Kf-N& A Applicant: &Zonin ministrator Project: IST Q ork tilities Safety vices Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: roved. ❑Denied. (Circle one.) Comments: =BUILDING PLANNING&ZONING Reviewed by: Date: TREE ADMIN. Second Review: []Approved as revised. ❑Denie . PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 s"s4f?"l City of Atlantic Beach APPLICATION NUMBER Building Department (To biassigne the Building Department.) 800 Seminole Road `� - ;I Atlantic Beach, Florida 32233-5445 �°tT-l of l Phone(904) 247-5826 - Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us I _SHi� APPLICATION REVIEW AND TRACKING FORM Property Address: ' SuNRC�#Services ent review required Yes o 'Applicant: Zonin nistrator Project: Z STORM (AVAO rks ities ety es Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: proved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed by: Date: S V/ TREE ADMIN. Second Review: ❑Approved as revised. ❑ Hied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 City of Atlantic Beach Building Department APPLICATION NUMBER 800 Seminole Road (To be assigned by the Building Departm t.) Atlantic Beach, Florida 32233-5445 / Phone(904) 247-5826 - Fax(904) 247-5845 E-mail: building-dept@coab.us City web-site: http://www.coab.us Date routed: APPLICATION REVIEW AND TRACKING FORM Property Address: ' i � al ®� rtment review required Yes No lana Applicant: Planning &Zonin Tree Administrator Project: I�1111111111111111111111 u is Work Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit 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: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed by: '' Date: TREE ADMIN. i Second Review: ❑Approved as revised. ❑Denied. P IC WOR KtS Comments: UBLIC UTILITIES ,5-7-15- PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. []Denied. Comments: Reviewed by: Date: Revised 07/27/10 City of Atlantic Beach �� APPLICATION NUMBER Building Department ' A 1Tj,, (To be assigned by the Building Department.) 800 Seminole Road pro' P �+� AT- Atlantic Beach, Florida 32233-54i>�,�. 07 � '5 � Phone(904)247-5826 - Fax(904)2.47-5845 �,� E-mail: buildin de t .us g coab p @ City web-site: http://www.coab.us Date routed: APPLICATION REVIEW AND RACKING FORM Property Address: 102 SUNIQ De artment review required Yes No Applicant: W� �is- A1 TA landni n &Zonin 2 ST0�� �v� Tree Administrator Project: ublic Works Public Utilities u a ety Fire Services Review fee $ 3 0 Dept Signature_ �� Other Agency Review or Permit Required Review or Receipt of Permit Verified By Date Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING ' TREE ADMIN. Reviewed by: Second Review: []Approved as revised. ❑Denied. YIIC WORK; Comments: LIC UTILITIES P�►C SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 City of Atlantic Beach Building Department APPLICATION NUMBER 800 Seminole Road (To be assigned b the Building e artme Atlantic Beach, Florida 32233-5445 15� 4 in (� Phone(904)247-5826 - Fax(904) 247-5845 r v 1 E-mail: building-dept@coab.us City web-site: http://www.coab.us Date routed: APPLICATION REVIEW AND TRACKING FORM Property Address: "Q De artment review required Yes No Applicant: �" tannin &Zonin Tree Administrator Project: 02LA P tic Works Public Utilities Public Safety Fire Services Review fee Dept Signature �y Other Agency Review or Permit 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: roved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. L1C WORKS Comments: UBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date.- Revised ate:Revised 07/27/10 i City of Atlantic Beach Building Department 7routed: ON NUMBER '., 800 Seminole Road [Date e Building De artment.) Atlantic Beach, Florida 32233-5445 / Phone(904) 247-5826 - Fax(904)247-5845 _ $O E-mail. building-dept@coab.us City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: C� De artment review required Yes No Applicant: �1 Buildin Planning &Zonin Z ST QU^0 Tree dmrstrator Project: Public Works Pub is Utilities u is a ety Fire Services Review fee $ 5_o Dept Signature ) "� Other Agency Review or Permit 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: Approved. []Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING ,A, SA Reviewed by: Vf/ Date: S /r TREE ADMIN. Second Review: ❑Approved as revised. @Denied. WO7S Comments: 4�LICCL.U__ : 16UBLIC UTILITIES PLI�AFE� UB Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date.- Revised ate:Revised 07/27/10 City of Atlantic Beach Building Department ::e LICATION NUMBER 800 Seminole Road (Tne the Building De artment.) Atlantic Beach, Florida 32233-5445Phone(904) 247-5826 - Fax(904)247-5845 • 1 E-mail: buildin de t coab.usg p @ : Cityweb-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: De artment review required Yes No Plan nn Applicant: Planning &Zonin Project: Tree Administrator Public Works Pubic Utilities u is 6afety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt of Permit Verified By Date 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: U-11ppproved. tby.- (Circle one.) Comments: BUILDING ��j PLANNING &ZONINGReviewedTREE ADMIN. Date: Second Review: ❑Approved as revi PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 City of Atlantic Beach Building Department APPLICATION NUMBER ' 800 Seminole Road (To be i ssigned b the Building e artme Atlantic Beach, Florida 32233-54455• .. / Phone(904)247-5826 - Fax(904) 247-5845 -' E-mail: building-dept@coab.us City web-site: http://www.coab.us Date routed: APPLICATION REVIEW AND TRACKING FORM Property Address: ' `Q SuN De artment review required Yes No HI°►f3 -rJ►� Applicant: Plannin &Zonin Project: QUA Tree Administrator ., ,� P lic Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt of Permit Verified By Date Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: proved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING&ZONING Review d by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. []Denied. Comments: Reviewed by: Date: Revised 07/27/10 City of Atlantic Beach Building Department APPLICATION NUMBER � 800 Seminole Road (To be assigned by the Building Departm t.) `..� Atlantic Beach, Florida 32233-5445 Phone(904) 247-5826 Fax(904)247-5845 o E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM 5�.1 .- t Property Address: 1C* ?A � CjD uildi rtment review required Yes No Applicant: Planning &Zonin Project: Tree Administrator U is Work Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit 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 Revit5:1—,_4�,4if,- rtment First Review: ✓❑Approved. []Denied. ) Comments: BUILDING y ''- ' �c k9'iF— n PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑ nied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. []Denied. Comments: Reviewed by: Date.- Revised ate:Revised 07/27/10 City of Atlantic Beach $-` Building Department Dikl BER 800 Seminole Road �'�i �vED Department.) Atlantic Beach, Florida 32233-5445 154F , i Phone(904)247-5826 - Fax(904)24 �t50 7 ?015 E-mail: building-dept@coab.us City web-site: http://www.coab.us",/- APPLICATION REVIEW AND T ACKIN G FORM Property Address: 02 SuN1Q- 0 CrT De artment review required Yes No Applicant: TA� landni n &Zonin 2 sT0R� mvA Tree Administrator Project: ublic Works Public Utilities u a ety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt of Permit Verified By Date 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. []Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: � (s TREE ADMIN. Second Review: ❑Approved as revised. Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ODenied. Comments: Reviewed by: Date: Revised 07/27/10 City of Atlantic Beach Building Department APPLICATION NUMBER I 800 Seminole Road (To be assigned by the Building Department.) Atlantic Beach, Florida 32233-5445 '� ,. �lT- 1011 ,•' Phone(904)247-5826 - Fax(904)247-5845 E-mail: building-dept@coab.us City web-site: http://www.coab.us Date routed: APPLICATION REVIEW AND TRACKING FORM Property Address: I�. SuN� 'S %i� De artment review required Yes No Applicant: dlanni n &Zonin Project: Z ST0�� �� Tree Administrator ublic Works Public Utilities u a ety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt of Permit Verified By Date Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. []Denied. (Circle one. Comments: BUILDING PLANNING &ZONING - / Reviewed by: v /L.._ Date: � if TREE ADMIN. Second Review: ❑Approved as revised. []Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. []Denied. Comments: Reviewed by: Date: Revised 07/27/10 City of Atlantic Beach Building Department APPLICATION NUMBER 800 Seminole Road (To be assigned by the Building Departm t.) Atlantic Beach, Florida 32233-5445 i Phone(904) 247-5826 - Fax(904)247-5845 E-mail: building-dept@coab.us City web-site: http,.Hvvww.coab.us Date routed: APPLICATION REVIEW AND TRACKING FORM Property Address: IC* 14WRO C;001 ® rtment review required Yes No uildi Applicant: r7 Planning &Zonin Project: Tree Administrator U is Work Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit 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: .Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed by: �.�� �� �_ Date: c�/ � ' %r TREE ADMIN. GJ Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 T City of Atlantic Beach Building Department APPLICATION NUMBER 800 Seminole Road [Date be assigned b the Building e artme 15- - T- J Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 :•' E-mail: building-dept@coab.us routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1 0 S4N_K1S_ -1 , H1431TJ�CT De artment review required Yes No fcS T Applicant: tannin &Zonin Project: 09, I Tree Administrator P tic Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit 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: INApproved. (Circle one. [—]Denied. (Cil ) Comments: BUILDING PLANNING&ZONING � �/,J / Reviewed by:_ /. I�'^" [/ TREE ADMIN. Date: Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 City of Atlantic Beach Building Department APPLICATION NUMBER 800 Seminole Road (To be gss19Qn2j.Ukthe Building De artment.) Atlantic Beach, Florida 32233-5445 Phone(904) 247-5826 Fax(904)247-5845 — r: ' E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: t S� C� De artment review required Yes Buildin No Applicant: Planning &Zonin Z Tree dmrkstrator Project: Male Public Works Pub is Utilities u is a ety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt of Permit Verified By Date 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. (Circle one. []Denied. (Cil ) Comments: BUILDING PLANNING&ZONING Reviewed by: !/ � Date: TREE ADMIN. Second Review: []Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH D FIS. COPY 800 Seminole Road, Atlantic Beach, FL 322 Office (904)247-5826 Fax (904)247-584 Y 0 6 Job Address: Ocean Gate, 114 Sunrise Ct„ COAB, FL 32233 Permit Numb y- - JFA _ 090 Legal Description : 38-2S-29E-7.41 B De Castro Y Ferrer Grant PT RECD 0/1116531-2248 (Parcel#3-4) Floor Sq. t. Sq.Ft Valuation of Work$ 110,000 Proposed Work heated/cooled 1170 non-heated/cooled 200 Class of Work(circle one): New X 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 product approval form Describe in detail the type of work to be performed: Construct new- 2 story Quad(4 attached, single family residences Property Owner Information: Name: Beaches Habitat Address: 797 Mayport Rd. City Atlantic Beach State FL. Zip 3223 Phone : 904-241-1222 E-Mail or Fax#(Optional)904-241-4310 Contractor Information: Company Name: 201 Mayport Construction Management,LLC Qualifying Agent: Robert Peterson Address: 2768 State Rd AIA,#701 City Atlantic Beach, State FL. Zip 32233 Office Phone 904-595-5798 Job Site/Contact Number 904-334-1202 Fax# 904-241-4310 State Certification/Registration# CGC 1506666 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 commencedprior to thl issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes nul and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six(6)months at any time afte work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing,Signs, Wells,Pools,Furnaces,Boilers,Heaters Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I herebYcertify that I h ve read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing thi: type ofwork will be co lied with whether speed herein or not. The granting of a permit does not presume to give authority to violate or cancel tho provisions of any other fe ral,state,or local law regulating construction or the performance of construction. Signature of caner gn Signature of Contracto _ Print Name ( 1,0 L A--�� .4e................ .i?.n p.C,............................................. Print Name . _ Sw and subscri ed efore Swo and,of rhe is Day of 0. n� 20 / this ="may of 20/1 °�'•• JOYCE M_FRFFMAN `�''•" JOYCE M.FREEMAN b1iC Notary Public-Stats of Florida Public Notary Public-State of Fiorillo s °LAO My Comm.Expires Jun 10,2017 s =My Comm..Exon Jun 10,2017 Commission#EE 078197 "':;f or F. .r•' C�r�lii ��lAi DO NOT WRITE BELOW- OFFICE USE ONLY App ica e Co es: 2010 FLIRIDA BUILDING ODE Y Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: 57: ,1t5' tl Development Size �ILE COPY Habitable Space / v s. Non-Habitable av �- Impervious area Miscellaneous Information Occupancy Group - 3 Type of Construction Number of Stories 2 Zoning District Rfn f)-. 13 Max. Occupancy Load Fire Sprinklers Required Flood Zone Conditions/Comments: FU COPS( FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: QUADPLEX-UNITD Builder Name: BEACHES HABITAT Street: 114 SUNRISE CT Permit Office: CITY OF ATLANTIC BEACH City,State,Zip: ATLANTIC BEACH , FL,32233- Permit Number: / s- SFjq 7. 0 7 Owner: Jurisdiction: 261100 Design Location: FL,Jacksonville 1. New construction or existing New(From Plans) 9. Wall Types(1637.3 sgft.) Insulation Area 2. Single family or multiple family Multi-family a. Frame-Wood,Exterior R=19.0 1138.70 ft2 b. Frame-Wood,Common R=19.0 498.67 ft2 3. Number of units,if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 10.Ceiling Types (605.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic(Vented) R=30.0 605.00 ft2 6. Conditioned floor area above grade(ft2) 1170 b. N/A R= ft2 c. N/A R= ft2 Conditioned floor area below grade(ft2) 0 11. Ducts R ft2 7. Windows(130.1 sgft.) Description Area a.Sup:Attic, Ret:Attic,AH:2nd Floor 6 142 a. U-Factor: Dbl,U=0.30 130.11 ft2 SHGC: SHGC=0.30 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency a.Central Unit 24.0 SEER:15.25 SHGC: c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 24.0 HSPF:8.70 SHGC: Area Weighted Average Overhang Depth: 3.338 ft. Area Weighted Average SHGC: 0.300 14. Hot water systems a. Electric Cap:50 gallons 8. Floor Types (605.0 sgft.) Insulation Area EF:4.500 a.Slab-On-Grade Edge Insulation R=0.0 565.00 ft2 b. Conservation features b. Raised Floor R=0.0 40.00 ft2 None c. N/A R= ft2 15.Credits None Total Proposed Modified Loads: 13.85 Glass/Floor Area: 0.111 PASS Total Standard Reference Loads: 27.07 I hereby certify that the plans and specifications covered by Review of the plans andO�gt1E ST4TF this calculation are in compliance with the Florida Energy specifications covered by this ti , 0,� Code. calculation indicates compliance with the Florida Energy Code. . , i J FERNANDEZ r:'-`• ':.`i PREPARED BY: Before construction is completedcc - DATE: 4 this building will be inspected for _Q compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. COD WE OWNER/AGENT: BUILDING OFFICIAL: 911 DATE: / DATE: if - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 4/28/2015 9:54 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: QUADPLEX-UNITD Bedrooms: 2 Address Type: Street Address Building Type: User Conditioned Area: 1170 Lot# Owner: Total Stories: 2 Block/SubDivision: County Seat #of Units: 1 Worst Case: No PlatBook: Book 108-n,page 345 Builder Name: BEACHES HABITAT Rotate Angle: 180 Street: 114 SUNRISE CT Permit Office: CITY OF ATLANTIC BEACH Cross Ventilation: No County: DUVAL Jurisdiction: 261100 Whole House Fan: No City,State,Zip: ATLANTIC BEACH , Family Type: Multi-family FL, 32233- New/Existing: New(From Plans) Comment: CLIMATE V/ IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL—JACKSONVILLE—INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Blockl 1170 9360 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 565 4520 Yes 0 0 1 No Yes Yes 2 2nd Floor 605 4840 No 4 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio 1st Floor 126 ft 0 565 ft2 ____ 0 0 1 2 Raised Floor 2nd Floor —__ —__ 40 ft2 0 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 Hip Wood shingle 655 ft2 0 ft2 Medium 0.98 No 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 150 605 ft2 N N 4/28/2015 9:54 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) 2nd Floor 30 605 ft2 0.11 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below To Wall Type 1 N=>S Exterior Frame-Wood 1 st Floor 19 20 0 8 0 160.0 ft2 0 0.125 0.7 0 _ 2 E=>W Exterior Frame-Wood 1st Floor 19 31 2 8 0 249.3 ft2 0 0.125 0.7 0 3 S=>N Exterior Frame-Wood 1st Floor 19 20 0 8 0 160.0 ft2 0 0.125 0.7 0 4 W=>E Neighbor Frame-Wood 1 st Floor 19 31 2 8 0 249.3 ft2 0 0.125 0.7 0 _ 5 N=>S Exterior Frame-Wood 2nd Floor 19 20 0 8 0 160.0 ft2 0 0.125 0.7 0 6 E=>W Exterior Frame-Wood 2nd Floor 19 31 2 8 0 249.3 ft2 0 0.125 0.7 0 7 S=>N Exterior Frame-Wood 2nd Floor 19 20 0 8 0 160.0 ft2 0 0.125 0.7 0 8 W=>E Neighbor Frame-Wood 2nd Floor 19 31 2 8 0 249.3 ft2 0 0.125 0.7 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N=>S Insulated 1st Floor None .46 3 8 24 ft2 2 S=>N Insulated 1st Floor None .46 3 8 24 ft2 WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 180 degrees). / Wall Overhang �/ # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N=>S 1 Vinyl Double(Clear) Yes 0.3 0.3 27.6 ft2 6 ft 0 in 1 ft 0 in None None 2 E=>W 2 Vinyl Double(Clear) Yes 0.3 0.3 10.3 ft2 1 ft 0 in 1 ft 0 in None None 3 E=>W 2 Vinyl Double(Clear) Yes 0.3 0.3 6.0 ft2 1 ft 0 in 1 ft 0 in None None 4 S=>N 3 Vinyl Double(Clear) Yes 0.3 0.3 4.0 ft2 8 ft 2 in 1 ft 0 in None None 5 N=>S 5 Vinyl Double(Clear) Yes 0.3 0.3 27.6 ft2 6 ft 0 in 1 ft 0 in None None 6 E=>W 6 Vinyl Double(Clear) Yes 0.3 0.3 10.3 ft2 1 ft 0 in 1 ft 0 in None None 7 E=>W 6 Vinyl Double(Clear) Yes 0.3 0.3 13.3 ft2 1 ft 0 in 1 ft 0 in None None 8 S=>N 7 Vinyl Double(Clear) Yes 0.3 0.3 15.5 ft2 1 ft 0 in 1 ft 0 in None None 9 S=>N 7 Vinyl Double(Clear) Yes 0.3 0.3 15.5 ft2 1 It 0 in 1 ft 0 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0005 1534.5 84.24 158.43 .474 9.8363 4/28/2015 9:54 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:8.7 24 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15.25 24 kBtu/hr 720 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Heat Pump 1st Floor 4.5 50 gal 90 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ftz DUCTS V/ ----Supply--- ---Return-- Air CFM 25 CFM25 HVAC# # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 142 ft2 Attic 187 ftz Default Leakage 2nd Floor (Default) (Default) 1 1 TEMPERATURES Programable Thermostat:N Ceiling Fans: Cooling [[X]]Jan F]Feb [[X]]Mar [X]]Apr [[X]]May [[X]]Jun [[X]]Jul [X Aug [[X]]Sep [[X]]Oct [X]]Nov X Dec Heating [X]Jan �Feb lXJ Mar f X]Appr [X]May [X]Jun [X]Jul IX�Au [X]SePIX]Oct X]Nov X Dec Vent X Jan Feb [X]Mar [[X]]Apr [[X]]May [[X]]Jun [[X]]Jul [[X Aug [[X]]Se [[X]]Oct [[XX]]Nov X 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 80 80 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Heating(WD) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating(WEH) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 4/28/2015 9:54 AM 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: 114 SUNRISE CT 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 X 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 X 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. 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= R-2 X + 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. X 4/28/2015 9:54 AM EnergyGauge®USA-RaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 51 The lower the EnergyPerformance Index, the more efficient the home. 114 SUNRISE CT, 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=19.0 1138.70 ftz b. Frame-Wood,Common R=19.0 498.67 ft 3. Number of units,if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 10.Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic(Vented) R=30.0 605.00 ft2 6. Conditioned floor area(ft2) 1170 b. N/A R= ft2 c. N/A R= ft2 7. Windows" Description Area 11.Ducts R ft2 a. U-Factor: Dbl,U=0.30 130.11 ft2 a.Sup:Attic,Ret:Attic,AH:2nd Floor 6 142 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 24.0 SEER:15.25 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 24.0 HSPF:8.70 Area Weighted Average Overhang Depth: 3.338 ft. Area Weighted Average SHGC: 0.300 8. Floor Types Insulation Area 14.Hot water systems Cap: 50 gallons a.Slab-On-Grade Edge Insulation R=0.0 565.00 ft2 a. Electric EF:4.5 b. Raised Floor R=0.0 40.00 ft2 c. N/A R= ft2 b. Conservation features None 15.Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building O��NE STgT� Construction through the above energy saving features which will be installed (or exceeded) *V _ 0 in this home before final inspection. Otherwise, a new EPL Display Card will be completed y `,,, based on installed Code compliant features. '' Builder Signature: Date: Address of New Home: t 4CA City/FL Zip: ] 01OD Wr, �►• �g�:, *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: QUADPLEX-UNITD Builder Name: BEACHES HABITAT Street: 114 SUNRISE CT Permit Office: CITY OF ATLANTIC BEACH 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. X Junction of foundation and sill plate is sealed. Windows and doors Space between window/door jambs and framing is sealed. X Rim joists Rim joists are insulated and include an air barrier. X 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 V 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. V Garage separation Air sealing is provided between the garage and conditioned spaces. (J'4 Recessed lighting Recessed light fixtures are air tight, IC rated, and sealed to drywall. Exception—fixtures in conditioned space. X 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 X subfloor or drywall. Fireplace Fireplace walls include an air barrier. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Manual S Compliance Report Job: QUADPLEX-OUTSIDE UNI... +,+ wrightsoft Date: 1212014 Entire House By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904-823-9696 Email:FAECENGINEER.COM Web:VWVW.NORTHFLORIDAAIR.COM Project • • For: QUADPLEX-OUTSIDE UNIT-D, BEACHES HABITAT 114 SUNRISE CT, ATLANTIC BEACH, FL 32233 Cooling Equipment Design Conditions Outdoor design DB: 92.0°F Sensible gain: 18644 Btuh Entering coil DB: 76.2°F Outdoor design WB: 78.0°F Latent gain: 2425 Btuh Entering coil WB: 63.2°F Indoor design DB: 75.0°F Total gain: 21069 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: CARRIER Model: 25HBC524+FX4DNF025 Actual airflow: 800 cfm Sensible capacity: 11039 Btuh 59%of load Latent capacity: 2610 Btuh 108%of load Total capacity: 13650 Btuh 65%of load SHR: 81% Heating Equipment Design Conditions Outdoor design DB: 39.0°F Heat loss: 18712 Btuh Entering coil DB: 69.5°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: CARRIER Model: 25HBC524+FX4DNF025 Actual airflow: 800 cfm Output capacity: 15047 Btuh 80%of load Capacity balance: 35 °F Supplemental heat required: 3665 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 800 cfm Output capacity: 5.2 kW 95% of load Temp. rise: 0 °F The above equipment was selected in accordance with ACCA Manual S. 2015-Apr-28 10:45:54 wrightsoft Right-Suite49Universal201313.0.09 RSU13554 Pagel ghtsoft HVAMHABIJAX-QUAD-OUTSIDE UNIT-D-MJ.rup Calc=MJ8 Building Front faces: N Residential ansxaminerReview • Form RIPER 1 for HVAC System Design (Loads, Equipment, Ducts) 15 Mar 09 Header Information Contractor: FLORIDA AIR SERVICE REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes J No ❑ Mechanical license: CAC1813 92 3 or MJ1AE Form*(and supporting worksheets): Yes No ❑ OEM performance data(heating,cooling,blower): Yes No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes IM No ❑ Duct distribution sketch: Yes ® No ❑ Home address(Street or Lot#,Block,Subdivision): 114 SUNRISE CT, Entire House HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 39 °F Orientation: Building Front faces North Indoor temperature: 70 'F North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 18712 Btuh Number of bedrooms: 3 Conditioned floor area: 1170 ft2 Summer Design Conditions Number of occupants: 0 Outdoor temperature: 92 °F Indoor temperature: 75 °F Windows Rod Grains difference: 58 gr/Ib @50% RH Eave overhang depth: 1.0 ft Sensible heat gain: 18644 Btuh Internal shade: none Env< Latent heat gain: 2425 Btuh Blinds,drapes,etc. "p, ivr<*A Total heat gain: 21069 Btuh Number of skylights: 0 HVAC EQUIPMENT • 4• Heating Equipment Data Cooling Equipment Blower Data Equipment type: Split ASHP ETiipcment type: Split ASHP Heating cfm: 800 urnace,Hea pump,Boiler,etc. it onditioner,Heat pump,etc. Cooling cfm: 800 Model: CARRIER Model: CARRIER Static pressure: 0.50 in H2O 25HBC524+FX4DNF025 25HBC524+FX4DNF025 Fan's rated external static pressure for design airflow Heating output capacity: 5047 .Btuh Total cooling capacity: 13650 Btuh Heat pumps-capacity at winter design out oor conditions Sensible cooling capacity: 11039 Btuh Aux.heating output capacity: 17762 Btuh Latent cooling capacity: 2610 Btuh HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Design airflow: 800 cfm Longest supply duct: 377 ft Duct Materials Used Equipment design ESP: 0.50 in H2O Longest return duct: 0 ft Trunk duct: Total device pressure losses: 0 in H2O Total effective length(TEL): 377 ft Available static pressure(ASP): 0.50 in H2O Friction rate: I q,fp0 in/100ft Branch duct: Round flex vinyl Friction Rate=ASP= TEL I declare the load calculation, equipment. equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: J FERNANDEZ Contractor's signature: J FERNANDEZ (E-SIGN) Date: 04/2015 Reserved for County, Town Municipality 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist -+{+ wrightsoft Right-Suite®Universal 2013 13.0.09 RSU13554 Buildin Analysis Job: QUAD PLEX-OUTSIDE UNI... +i+ wrightsoft g y Date: 12/2014 Entire House By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904-823-9696 Email:FAE@ENGINEER.COM Web:VWWV.NORTHFLORIDAAIR.COM Project • • For: QUADPLEX-OUTSIDE UNIT- D, BEACHES HABITAT 114 SUNRISE CT,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Dailyrange (°F) - 15 ( I ) Method Simplified VVkt bulb(°F) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) • Component Btuh/ft2 Btuh % of load Walls 2.7 1872 10.0 Glazing 45.1 8389 44.8 Doors 0 0 0 Ceilings 1.0 1161 6.2 Floors 1.2 1431 7.6 Infiltration 3.8 3373 18.0 Ducts 2486 13.3 Piping 0 0 Humidification 0 0 Ventilation 0 0 �-- Adjustments 0 Total 1 1 18712 100.0 Component Btu h/112 Btuh %of load Walls 1.4 987 5.3 Glazing 63.0 11724 62.9 Doors 0 0 0 Ceilings 1.7 2035 10.9 Floors 0 0 0 Infiltration 0.8 754 4.0 Ducts 3144 16.9 Ventilation 0 0 Internal gains 0 0 Blower 0 0 Adjustments 0 Total 18644 100.0 Latent Cooling Load =2425 Btuh Overall U-value =0.128 Btuh/ft2-°F Data entries checked. 2015-Apr-28 10:45:54 wrightsoft Rig ht-SuiteG U niversal 2013 13.0.09 RSU13554 Page SCA ...ghtsoft HVAMHABIJAX-QUAD-OUTSIDE UNIT-D-MJ.rup Calc=MJ8 Building Front faces: N ry t Summary umma Job: QUAD PLEX-OUTSIDE UNI + ... wrightsoft Pro Date: 12/2014 Entire House By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904-823-9696 Email:FAE@ENGINEER.COM Web:WWW.NORTHFLORIDAAIR.COM Project • • For: QUADPLEX-OUTSIDE UNIT-D, BEACHES HABITAT 114 SUNRISE CT, ATLANTIC BEACH, FL 32233 Notes: Design In • • Weather: Jacksonville Mayport Naval, FL, US Winter Design Conditions Summer Design Conditions Outside db 39 °F Outside db 92 °F Inside db 70 °F Inside db 75 °F Design TD 31 °F Design TD 17 °F Daily range L Relative humidity 50 % Moisture difference 58 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 16226 Btuh Structure 15500 Btuh Ducts 2486 Btuh Ducts 3144 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 18712 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 18644 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 1596 Btuh Ducts 829 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft2) 1170 1170 Equipment latent load 2425 Btuh Volume (ft3) 10530 10530 Air changes/hour 0.56 0.23 Equipment total load 21069 Btuh Equiv. AVF (cfm) 99 40 Req.total capacity at 0.78 SHR 2.0 ton Heating Equipment Summary Cooling Equipment Summary Make CARRIER Make CARRIER Trade 2.0 TON Trade 2.0 TON Model 25HBC524 Cond 25HBC524 AHRI ref 3645571 Coil FX4DNF025 AHRI ref 3645571 Efficiency 8.7 HSPF Efficiency 15.25 SEER Heating Input Sensible cooling 18720 Btuh Heating output 24000 Btuh @ 47°F Latent cooling 5280 Btuh Temperature rise 27 °F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.043 cfm/Btuh Air flow factor 0.043 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Apr-28 10:45:54 1 -+i+ wrightsoft Right-Suite®Universal 2013 13.0.09 RSU13554 Page 1 X__C` ...ghtsoft HVAC\HABIJAX-QUAD-OUTSIDE UNIT-D-MJ.rup Calc=MJ8 Building Front faces N AED Assessment Job: QUADPLEX-OUTSIDE UNI... + wrightsoft Date: 12/2014 Entire House By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904-823-9696 Email:FAE@ENGINEER.COM Web:WWW.NORTHFLORIDAAIR.COM Project • • For: QUADPLEX-OUTSIDE UNIT- D, BEACHES HABITAT 114 SUNRISE CT,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30oN Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Dailyrange (°F) - 15 ( L ) Wet bulb(o F) - 78 Wind speed(mph) 15.0 7.5 Test for • • Exposure Diversity Harty GaziM Load 16,00 14,00 12,00 10, 8, 6, 4,0 2.0 0 — 8 9 10 11 12 13 14 15 16 17 18 19 20 Hou dDa/ i IeM /� nEo bm. Maximum hourly glazing load exceeds average by 29.5%. House has adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 0 Btuh +++ w ri htsoft zo1��r-2e�a�so 1. 9 Right-Suite®Universa1201313.0.09RSU13554 pap•I ,CC4, ...ghtsoft HVAC\HABIJAX-QUAD-OUTSIDE UNIT-D-MJ.rup Calc=MJ8 Building Front faces: N Com onent Constructions Job: QUADPLEX-OUTSIDE UNI... wrightsoft Date: 12/2014 Entire House By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904-823-9696 Email:FAE@ENGINEER.COM Web:VOM NORTHFLORIDAAIR.COM Project Information For: QUADPLEX-OUTSIDE UNIT- D, BEACHES HABITAT 114 SUNRISE CT,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Daily range (°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain fl Btuh/fl'-'F ft'-`F/Btuh Bluh/ft' Btuh Btuh/fF Btuh Walls 1213-2bw:Frm wall,brk 4"ext,r-11 cav ins,2"x4"wood frm,r-2 int bd n 622 0.086 13.0 2.67 1658 1.41 875 ins a 45 0.086 13.0 2.67 120 1.41 63 all 667 0.086 13.0 2.67 1778 1.41 938 Partitions (none) Windows 10A-m: 1 glazing,reflective(1/4"only)glz,mtl no brk frm mat, 1/4"thk, n 86 1.670 0 51.8 4452 27.6 2371 high rflct pert;8 ft overhang(8 It window ht,6 ft sep.) 1A-clom: 1 glazing,clr glz,mtl no brk frm mat, 1/8"thk, 1 ft overhang(6 a 35 1.270 0 39.4 1378 93.5 3273 ft window ht,2 ft sep.) Doors (none) Ceilings 1613-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 ceil n 1170 0.032 30.0 0.99 1161 1.74 2035 ins Floors 22A-vph:Bg floor,heavy damp soil,on grade depth,vinyl fir fnsh n 34 1.358 0 42.1 1431 0 0 2015-Apr-28 10:43:36 t + wrightsoft Right-Suite®Universal 2013 13.0.09 RSU13554 Page )CCk ...htsoft HVAC\HABIJAX-QUAD-OUTSIDE UNIT-D-MJ2.rup Calc=MJ8 Building Front faces: N t Constructions Job: QUADPLEX-OUTSIDE UNI... +;+ Component Date: 12/2014 BATHZ By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904-823-9696 Email:FAE@ENGINEER.COM Web.WWW.NORTHFLORIDAAIR.COM 111111111011 For: QUADPLEX-OUTSIDE UNIT- D, BEACHES HABITAT 114 SUNRISE CT,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Daily range (°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft2 Btuh/fl' F ft- F/Btuh Btuh/11' Btuh Btuh/W Stuh Walls (none) Partitions (none) Windows 10A-m: 1 glazing,reflective(1/4"only)glz,mtl no brk frm mat, 1/4"thk, n 6 1.670 0 51.8 311 27.6 165 high rflct perf;8 ft overhang(8 ft window ht,6 ft sep.) Doors (none) Ceilings 16B-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 ceil n 96 0.032 30.0 0.99 95 1.74 167 ins Floors 22A-vph:Bg floor,heavy damp soil,on grade depth,vinyl flr fnsh n 6 1.358 0 42.1 253 0 0 2015-Apr-28 10:43:36 + wrightsoft Right-Suite®Universal201313.0.09 RSU13554 Paget ACC*. ...htsoft HVAC\HABIJAX-QUAD-OUTSIDE UNIT-D-MJ2.rup Calc=MJ8 Building Front faces: N Component Constructions Job: QUAD PLEX-OUTSIDE UNI... +y+ wrightsoft Component Date: 12/2014 MBED By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904823-9696 Email:FAE@ENGINEER.COM Web:1hM AORTHFLORIDAAIR.COM Project Information For: QUADPLEX-OUTSIDE UNIT- D, BEACHES HABITAT 114 SUNRISE CT,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Dailyrange (°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft'-'F fN F/Bhh Bt&/W Btuh Btuh 1W Btuh Walls 12B-2bw:Frm wall,brk 4"ext,r-11 cav ins,2"x4"wood frm,r-2 int bd n 107 0.086 13.0 2.67 285 1.41 150 ins Partitions (none) Windows 10A-m:1 glazing,reflective(1/4"only)glz,mtl no brk frm mat, 1/4"thk, n 35 1.670 0 51.8 1812 27.6 965 high rflct perf;8 ft overhang(8 ft window ht,6 ft sep.) Doors (none) Ceilings 16B-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 ceil n 196 0.032 30.0 0.99 194 1.74 341 ins Floors (none) 2015-Apr-28 10:43:36 + wrightsoft Right-Suite®Universal201313.0.09 RSU13554 Pap 3 �rA• htsoft HVAMHABIJAX-QUAD-OUTSIDE UNIT-D-MJ2.rup Calc=MJ8 Building Front faces: N om onent Constructions Job: QUADPLEX-OUTSIDE UNI... +{+ Component Date: 12/2014 BED2 By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904-823-9696 Email:FAE@ENGINEER.COM Web:WVWJ.NORTHFLORI DAAIR.COM Project Information For: QUADPLEX-OUTSIDE UNIT- D, BEACHES HABITAT 114 SUNRISE CT,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Dailyrange (°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 78 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Or Area U-value Insul R Htg HTM Loss Clg HTM Gain Construction descriptions ft' Btuh/W-'F ft'-`F/Btuh Btuh/ft' Btuh Btuh/ft' BUI Walls 12B-2bw:Frm wall,brk 4"ext,r-11 cav ins,2'x4"wood frm,r-2 int bd n 127 0.086 13.0 2.67 339 1.41 179 ins Partitions (none) Windows 10A-m: 1 glazing,reflective(1/4"only)glz,mtl no brk frm mat, 1/4"thk, n 15 1.670 0 51.8 777 27.6 414 high rflct perf;8 ft overhang(8 ft window ht,6 ft sep.) Doors (none) Ceilings 16B-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 ceil n 158 0.032 30.0 0.99 157 1.74 275 ins Floors (none) 2015-Apr-28 10:43:36 wrightsoft Right-Suite®Universal201313.0.09 RSU13554 Page Ar—CA, ...htsoft HVAC\HABIJAX-QUAD-OUTSIDE UNIT-D-MJ2.rup Calc=MJ8 Building Front faces: N Component Constructions Job: QUADPLEX-OUTSIDE UNI... +�+ C wrightsoft p Date: 12/2014 GREAT By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904-823-9696 Email:FAE@ENGINEER.COM Web:VVM.NORTHFLORIDAAIR.COM Project Information For: QUADPLEX-OUTSIDE UNIT- D, BEACHES HABITAT 114 SUNRISE CT,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Dailyrange (°F) - 15 ( L ) Method Simplified VVet bulb(°F) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Or Area Ll-value Insul R Htg HTM Loss Clg HTM Gain Construction descriptions ft Btuh/ft'-'F ft-°F/Btuh Btuh/ft' Btuh BUIV Btuh Walls 12B-2bw:Frm wall,brk 4"ext,r-11 cav ins,2'x4"wood frm,r-2 int bd n 111 0.086 13.0 2.67 296 1.41 156 ins a 45 0.086 13.0 2.67 120 1.41 63 all 156 0.086 13.0 2.67 416 1.41 219 Partitions (none) Windows 1A-clom: 1 glazing,clr glz,mtl no brk frm mat, 1/8"thk, 1 ft overhang(6 a 35 1.270 0 39.4 1378 93.5 3273 ft window ht,2 ft sep.) Doors (none) Ceilings 16B-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 ceil n 249 0.032 30.0 0.99 247 1.74 433 ins Floors 22A-vph:Bg floor,heavy damp soil,on grade depth,vinyl fir fnsh n 12 1.358 0 42.1 505 0 0 2015-Apr-28 10:43:36 wrightsoft Right-Suitedi U niversal 201313.0.09RSU13554 Pages ACC61 ...htsoft HVAMHABIJAX-QUAD-OUTSIDE UNIT-D-MJ2.rup Calc=MJ8 Building Front faces: N Component Constructions Job: QUAD PLEX-OUTSIDE UNI... +�+ wrightsoft MW p Date: 12/2014 MWIC By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904-823-9696 Email:FAE@ENGINEER.COM Web:NM AORTHFLORIDAAIR.COM Project Information For: QUADPLEX-OUTSIDE UNIT- D, BEACHES HABITAT 114 SUNRISE CT,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Dailyrange (°F) - 15 ( L ) Method Simplified VVetbulb(°F) - 78 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain W Btuh/R'-"F R'--F/Btuh Btuh/ft' Btuh Btuh Ht' Btuh Walls 12B-2bw:Frm wall,brk 4"ext,r-11 cav ins,2"x4"wood frm,r-2 int bd n 9 0.086 13.0 2.67 24 1.41 13 ins Partitions (none) Windows (none) Doors (none) Ceilings 16B-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 ceil n 32 0.032 30.0 0.99 32 1.74 56 ins Floors 22A-vph:Bg floor,heavy damp soil,on grade depth,vinyl flr fnsh n 8 1.358 0 42.1 337 0 0 2015-Apr-28 10:43:36 t + wrightsoft Right-Suitevg)Universal 2013 13.0.09 RSU13554 pap 6 'CGk ...htsoft HVAC\HABIJAX-QUAD-OUTSIDE UNIT-D-MJ2.rup Calc=MA Building Front faces: N Constructions Job: QUADPLEX-OUTSIDE UNI + ... wrightsoft ComponentDate; 12/2014 BATH 1 y FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904-823-9696 Email:FAE@ENGINEER.COM Web:WWW.NORTHFLORI DAN R.COM Project Information For: QUADPLEX-OUTSIDE UNIT- D, BEACHES HABITAT 114 SUNRISE CT,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Daily range (°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 78 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Or Area U-value Insul R Htg HTM Loss Clg HTM Gain Construction descriptions 1F Bhh/f--°F fF-°F/Bbh Ok" 81uh BbAff Btuh Walls 12B-2bw:Frm wall,brk 4"ext,r-11 cav ins,2"x4"wood firm,r-2 int bd n 6 0.086 13.0 2.67 16 1.41 8 ins Partitions (none) Windows (none) Doors (none) Ceilings 16B-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 ceil n 52 0.032 30.0 0.99 52 1.74 90 ins Floors (none) 2015-Apr-28 10:43:36 wrightsoft Right-Suite®U niversal 2013 13.0.09 RSU13554 Page ACCs. ...htsoft HVAC\HABIJAX-QUAD-OUTSIDE UNIT-D-MJ2.rup Calc=MJ8 Building Front faces: N Component Constructions Job: QUAD PLEX-OUTSIDE UNI... +I+ wrightsoft Date: 12/2014 MECH By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904-823-9696 Email:FAE@ENGINEER.COM Web:VWMAORTHFLORIDAAIR.COM Project Information For: QUADPLEX-OUTSIDE UNIT- D, BEACHES HABITAT 114 SUNRISE CT,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Dailyrange (°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 78 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U-value Insult R Htg HTM Loss Clg HTM Gain it, Btuh/ft'-`F fP--F/Btuh Bhh/T Btuh Btuh/R' BYh Walls 12B-2bw:Frm wall,brk 4"ext,r-11 cav ins,2"x4"wood frm,r-2 int bd n 8 0.086 13.0 2.67 21 1.41 11 ins Partitions (none) Windows (none) Doors (none) Ceilings 16B-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 ceil n 48 0.032 30.0 0.99 48 1.74 83 ins Floors 22A-vph:Bg floor,heavy damp soil,on grade depth,vinyl flr fnsh n 8 1.358 0 42.1 337 0 0 2015-Apr-28 10:43:36 t + wrightsoft Right-Suite®universal 2013 13.0.09 RSU13554 Page ACck ...htsoft HVAC\HABIJAX-QUAD-OUTSIDE UNIT-D-MJ2.rup Calc=MJ8 Building Front faces: N j, Com onent Constructions Job: QUADPLEX-OUTSIDE UNI... +I'- wrightsoft Date: 12/2014 BED3 By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904-823-9696 Email:FAE@ENGINEER.COM Web:VAMNAORTHFLORIDAAIR.COM Project Information For: QUADPLEX-OUTSIDE UNIT- D, BEACHES HABITAT 114 SUNRISE CT,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Dailyrange (°F) - 15 ( L ) Method Simplified VVet bulb(°F) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft Btuh/ft'-'F ft- F/Btuh Btuh/ft' Bluh Btuh/ft2 Btuh Walls 12B-2bw: Frm wall,brk 4"ext,r-11 cav ins,2"x4"wood frm,r-2 int bd n 127 0.086 13.0 2.67 339 1.41 179 ins Partitions (none) Windows 10A-m:1 glazing,reflective(1/4"only)glz,mtl no brk frm mat, 1/4"thk, n 15 1.670 0 51.8 777 27.6 414 high rflct perf;8 ft overhang(8 ft window ht,6 ft sep.) Doors (none) Ceilings 1613-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 ceil n 151 0.032 30.0 0.99 150 1.74 263 ins Floors (none) 2015-Apr-28 10:43:36 t + wrightsoft Right-Suite®Universal 201313.0.09RSU13554 Page ACC A ...htsoft HVAC\HABIJAX-QUAD-OUTSIDE UNIT-D-MJ2.rup Calc=MJ8 Building Front faces: N Job: QUADPLEX-OUTSIDE UNI... +{+ wrightsoft Component Constructions Date: 12/2014 KITCHEN By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904-823-9696 Email:FAE@ENGINEER.COM Web:WWWAORTHFLORIDAMR.COM Project Information For: QUADPLEX-OUTSIDE UNIT-D, BEACHES HABITAT 114 SUNRISE CT,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Daily range (°F) - 15 ( L ) Method Simplified VVet bulb(°F) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Or Area U-value Insul R Htg HTM Loss Clg HTM Gain Construction descriptions ft' Btuh/ft'-'F ft--F/Btuh Bt&/f2 Btuh Btuh/ft, Btuh Walls 126-lbw:Frm wall,brk 4"ext,r-11 cav ins,2"x4"wood frm,r-2 int bd n 127 0.086 13.0 2.67 339 1.41 179 ins Partitions (none) Windows 10A-m:1 glazing,reflective(1/4"only)glz,mtl no brk frm mat, 1/4"thk, n 15 1.670 0 51.8 777 27.6 414 high rflct pert;8 ft overhang(8 ft window ht,6 ft sep.) Doors (none) Ceilings 166-30ad Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 ceil n 188 0.032 30.0 0.99 186 1.74 327 ins Floors (none) 2015-Apr-28 10:43:36 wrightsoft Right-Suite®Universal 2013 13.0.09 RSU13554 Page 10 ��A ...htsoft HVAC\HABIJAX-QUAD-OUTSIDE UNIT-D-MJ2.rup Calc=MJ8 Building Front faces: N +i+ Wrightsoft Duct System Summa Job: QUADPLEX-OUTSIDE UNI... Date: 12/2014 Entire House By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904-823-9696 Email:FAE(MENGINEER.COM Web:WWW.NORTHFLORIDANR.COM Project • • For: QUADPLEX-OUTSIDE UNIT- D, BEACHES HABITAT 114 SUNRISE CT,ATLANTIC BEACH, FL 32233 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 0.250/0.250 in H2O 0.250/0.250 in H2O Lowest friction rate 0.500 in/100ft 0.500 in/100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 377 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mall Ln (ft) Ln (ft) Trunk MECH h 541 27 10 0.500 4.0 Ox 0 VIFx 307.0 70.0 BATH2 h 841 42 33 0.500 4.0 Ox 0 VIFx 307.0 70.0 MBED h 3565 179 153 0.500 7.0 Ox 0 VIFx 307.0 70.0 BED3 h 2302 116 95 0.500 6.0 Ox 0 VIFx 307.0 70.0 KITCHEN h 2348 118 102 0.500 6.0 Ox 0 VIFx 307.0 70.0 BED2 h 2311 116 97 0.500 6.0 Ox 0 VIFx 307.0 70.0 GREAT c 2151 85 147 0.500 6.0 Ox 0 VIFx 307.0 70.0 GREAT-A c 2151 85 147 0.500 6.0 Ox 0 VIFx 307.0 70.0 BATH1 c 148 6 10 0.500 4.0 Ox 0 VIFx 307.0 70.0 MWIC h 530 27 7 0.500 4.0 Ox 0 VIFx 307.0 70.0 2015-W-28 10:44:01 wrightsoft Rig ht-Su ite®Universal 2013 13.0.09 RSLI 13554 Pagel ...hlsoR HVAC\HABIJAX-QUAD-OUTSIDE UNIT-D-MJ2.rup Calc=MJ8 Building Front faces: N CERTIFIECr www.aliridirectory.org Certificate of Product Ratings AHRI Certified Reference Number: 3645571 Date: 4/27/2015 Product: Split System: Heat Pump with Remote Outdoor Unit-Air-Source Outdoor Unit Model Number: 25HBC524A**30 Indoor Unit Model Number: FX4DNF025 Manufacturer: CARRIER AIR CONDITIONING Trade/Brand name: CARRIER Series name: COMFORT 13 PURON HP Manufacturer responsible for the rating of this system combination is CARRIER AIR CONDITIONING Rated as follows in accordance with AHRI Standard 210/240-2008 for Unitary Air-Conditioning and Air-Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored, independent, third party testing: Cooling Capacity (Btuh): 24000 EER Rating (Cooling): 12.00* SEER Rating (Cooling): 15.25 Heating Capacity(Btuh) @ 47 F: 24000 Region IV HSPF Rating (Heating): 8.70 Heating Capacity(Btuh) @ 17 F: 14700 'Ratings followed by an asterisk(')indicate a voluntary rerate of previously published data,unless accompanied with a WAS,which indicates an involuntary rerate. DISCLAIMER AHRI does not endorse the product(s)listed on this Certificate and makes no representations,warranties or guarantees as to,and assumes no responsibility for, the product(s)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed in the directory at www.ahrldlrectory.org. � ��' TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI.This Certificate shall only be used for individual,personal and .. -' confidential reference purposes.The contents of this Certificate may not,in whole or in part,be reproduced;copied;disseminated; entered into a computer database;or otherwise utilized,in any form or manner or by any means,except for the user's individual, AIR-CONDITIONING,HEATING, personal and confidential reference. &REFRIGERATION INSTITUTE CERTIFICATE VERIFICATION The information for the model cited on this certificate can be verified at www.ahridirectory.org,click on"Verify Certificate"link x.e make life better"' and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above,and the Certificate No.,which is listed at bottom right. 130746131619109909 ©2014 Air-Conditioning, Heating,and Refrigeration Institute CERTIFICATE NO.: