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745 AMBERJACK LN - RENO & ROOF PERMIT �� ' ` s CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 RESIDENTIAL - NEW SINGLE FAMILY RESIDENCE MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES17-0145 Description: NEW ROOF TRUSSES AND RENOVATION Estimated Value: 49500 Issue Date: 10/25/2017 Expiration Date: 4/23/2018 PROPERTY ADDRESS: Address: 745 AMBERJACK LN RE Number: 171197 0000 PROPERTY OWNER: Name: CLAY REALTY INVESTORS INC Address: 745 AMBERJACK LN ATLANTIC BEACH, FL 32233 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: VANTAGE CONTRACTING, INC. Address: QA TELAMONE H BIONDI, JR JACKSONVILLE BEACH, FL 32250 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) "2 800 Seminole Road _ Atlantic Beach, Florida 32233-5445 Est 7 \ �1Phone(904)247-5826 • Fax(904) 247-5845 a A < zos„,," E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 41 it y. r_ !. Be•artment review required Yes/ No VTSc Buil. •Applicant: PoiorelficzoR4P721YY ree A•ml fat. _ Project: �A.)ov Pt-7 P'1JD h ( K(� bli i i ies ,'(ct f\DE t,O C70 P TRDSS€S Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. I Denied. ['Not applicable (Circl- •. Comments: BUILDING PLANNING &ZONING Reviewed by: /T‘(),- Date: grad 51? TREE ADMIN. Second Review: Approved as revised. Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES � � PUBLIC SAFETY Reviewed by: / Date: f" FIRE SERVICES Third Review: " Approved as revised. fDenie ❑Not applicable Comments: Reviewed by: 10 - Zl 7 Date: Revised 05/19/2017 -jr\.r`1 j . �`' ' s, CITY OF ATLANTIC BEACH , ' j 800 SEMINOLE ROAD j A. ;� ATLANTIC BEACH,FL 32233 (904)247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 8.25.2017 Permit#: RES17-0145 Applicant: Advantage Contractors,Inc. Site Address: 745 Amberjack Lane Site Address: 11222 Water Spring Cir.,JAX Review: 1 Phone: 237.2867 RE#: 171197-0000 Email: tedmgci(a live.com Homeowner: same CORRECTION COMMENTS: These are plan review comments from 1 of 4 departments. 1. From the 2014 FBC-Existing Building-Residential, choose a method of construction compliance and alteration level. Resubmit this information on 2 copies of page SO.O of the structural plans under DESIGN CODE:. 2. The truss packages submitted need to be approved and signed off by the Engineer of Record. Both sets. They can be picked up here at the building department. 3. The energy calculations submitted did not have a Manual S compliance report, which is mandatory. Please submit 2 copies of the manual S reports. 4. Florida Product Approval Information sheets need to be filled out and submitted for all components and cladding items involved with this project. 2 copies. Mike Jones Building Inspector/Plan Reviewer City Of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233-5445 Ofc (904) 247-5844 Fax (904) 247-5845 recOeol Pia A 2Av;,ew cavy.w..0,,,+-1 - /2 c/0 mar 1 ;.. D CI"I''S ,ATLANTIC BEACH i0 OFFICE 1 i 800 Seminole Road r� AUG 2 . 2017 1 is Beach Florida 32233 Q 4 Mr ' ' EC�Ny � , uiI mayE REVISION REQUEST /CORRECTIONS TO PLAN REVIEW COMMENTS Date e-2 -/-7 Revision to Issued Permit Corrections to Comments / Permit# 7ySr- Project Address Z41' 4 M-8 (-72 'cK 4A/, Contractor/Contact Name V"I,c//A- Cc— &c//77? . .2C Phone ?6' 7-- 2 3 7- 2 36 7 Email ' h M 6 C / L/ v �, 64`1-1 Description of Proposed Revision/Corrections: Permit Fee Due 4, 0.O r //v 4 e HA-44)44 -.1 f`�-�=�2(�a 2/1/.4xiCr----- Sri h/'1 A 2 7 Ste' i Additional Increase in Building Value $ © Additional S.F. "9- By signing below,I ,a _ ,�� affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contr or must sign if increase in valuation) Date (Office Use Only) Approved Denied A Not Applicable to Department Revision/Plan Review Comments (4./ron5 ,h f c,r. S. 1 n,, Heol/ /714Aver/ S f2trvr 4 s rt otedA) De artment Review Required: Building Planning & Zoning eviewed By Tree Administrator Public Works BUILDING DEPARTMENT Public Utilities DENIED q-6- ( Public Safety Date Fire Services AS 1 rSy,JJr ' CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J --. OFFICE COPY ATLANTIC BEACH,FL247583223300 (904) BUILDING DEPARTMENT REVIEW COMMENTS Date: 8.25.2017 Permit#: RES17-0145 Applicant: Advantage Contractors,Inc. Site Address: 745 Amberjack Lane Site Address: 11222 Water Spring Cir.,JAX Review: 1 Phone: 237.2867 RE#: 171197-0000 Email: tedmgci(a live.com Homeowner: same CORREC : ' OMMENTS: These are plan review comments from 1 of 4 depa ii ; _ 1. ' rom the 2014 FBC-Existing Building-Residential, choose a method of 1?-r� 4-4,,7 construction compliance and alteration level. Resubmit this information on 2 /h� copies of .a•e SO.O of the structural flans under DE ► I 1E:. . The truss packages submitte• nee. o •e approved and signed off by t e Engineer of Record. Both sets. They can be picked up here at the building 'PPc. de•artment. m2/,� C. The energy calculations submitted did not have a Manual S compliance report, which is mandatory. Please submit 2 copies of the manual S re sorts. fe''A; 4. Florida Product Approval Information s eets nee. to be filled out and OP.1, Pc submitted for all components and cladding items involved with this project. g'6<7 2 copies. Mike Jones Building Inspector/Plan Reviewer City Of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233-5445 Ofc (904) 247-5844 Fax (904) 247-5845 ei E/nailed Revteti/ eerrrrpwts q'6.i, /'yt 1 ' •n Review 9.6.2017 1. Information submitted concerning manual J is not what was requested. I need 2 copies of the Manual S complaint report. 2. Also, please don't bring information to the plan review one item at a time. Bring i all corrected information requested at one time. Mike Jones Building Inspector/Plan Reviewer City Of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233-5445 Ofc (904) 247-5844 Fax (904) 247-5845 2 c —_,- 2_1^d C2-ev .e. 1,-- - CITY OF ATLANTIC BEACH r `� 800 Seminole Road — . r� Atlantic Beach, Florida 32233 A-Jii1> REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date ?, 2/- /7 Revision to Issued Permit Corrections to Comments Permit# K "7 -a l 45 Project Address 71/S A M i3,-1 i C f< 4_A/- Contractor/Contact Name Vic4A/77 6c= h«/i�2,a 2s ; :,c c /1-:[:---- 731 Qit/ / Phone '‘''./- 2_3 7 - 2 a lv 7 Email 7 c—t. HG ez— I/ c,' . eo M Description of Proposed Revision/ Corrections: Permit Fee D i e $ Sci..©!i /, C/c- 1-r�- G -3 s! GA/ Cc'D C^, J?d/ s ?kc c Cxi 1 y LA(g"_ CSI 612 C y c2/�L A S 4A(c/4 L „s F A , �;),.> 4PP cvf,1L ,47 'L . 77/"/S Additional Increase in Building Value $ -0 Additional S.F. -62- By signing below,I /72//)-ecN'— /� /J f GA/o/ 72, affirm the Revision is inclusive of the proposed changes. (printed name) ----- 9'Z/- / 7 Signature of Contractor/Agent ntractor must sign if increase in valuation) Date (Office Use Only) Approved ?(* Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: Building /11 Planning &Zoning eviewed By Tree Administrator SEP 2 1 Public Works 2D,7 Public Utilities _ 16 "2 "1 "2 Public Safety Date Fire Services E COPY O�FIC -' DESIGN SPECIFICATIONS DESIGN CODE: COMPONEN" 'h E © EL','' 0 �1 D ING CODE — RESIDENTIA_ ALLOWABLE DI ALTERATION LEVEL 2 TRIBUTARY INTERIOf DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, AREA (sf) ZONE (P, UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. 10 +18.2 DESIGN LOADS: ACTUAL AND UNIFORM ROOF 50 +16.3 ROOF LOADING (cd=1.25) 100 +15.5 TOP CHORD LIVE LOAD 20 psf TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) BOTTOM CHORD LIVE LOAD 10 psf • THE VALUES ABOVE ARE ALLOWABL BOTTOM CHORD DEAD LOAD 5 psf ABOVE WIND PRESSURES HAVE BEE DEFLECTION CRITERIA: THE ALLOWABLE STRESS DESIGN MI ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 SHALL BE PERMITTED FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 • COMPONENT at CLADDING WALL ELE POSITIVE AND NEGATIVE PRESSURE' WIND LOADING: ASCE 7/10 • LINEAR INTERPOLATION IS PERMISSI BASIC WIND SPEED (ASCE 7-10) 130 MPH • PLUS = PRESSURE AND MINUS = '. IMPORTANCE FACTOR -- — - 1.00 DESIGN OF WINDOWS/DOORS FASTS MEAN ROOF HEIGHT -- -- — 12.0 FT • RESPONSIBILITY OF THE WINDOW/D( ROOF PITCH 5/12 THE ABOVE NOTED POSITIVE AND I` BUILDING CATEGORY — II EXPOSURE CATEGORY B kok ENCLOSURE CLASSIFICATION —ENCLOSED r__ INTERNAL PRESSURE COEFFICIENT ± .18 ° 1 � I MATERIAL SPECIFICATIONS �'°k DEN( °-\ r-- SEE - 1 ABO' HARDWARE AND ANCHORS: � 1 ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ° I ASTM A 307 OR ASTM F 1554 GRADE 36. L__ WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). .f' .�' k. All ITC. CHAI I RF IN ArropnAMrR WITH ACTAA A SR3 rRAF1F A I-IRY 1 REVISED DESIGN SPECIFICATIONS r ..- O ,t`aNt�11O}}ENtIR F. so, N. O SEP 2 1 zo1�_i, ---_____I N- OFFICE COPY, H N • ' `_ 'I` ,. Lou P o n t i o n PROJECT 745 AMBERJACK LN. ii ip 3 I, Associates , Inc , BUILDER ADVANTAGE CONTRACTORS, INC 420 Osceola Avenue JOB NO. SHT. NO. (. - lax.Beach,Florida 32250 K EKE—1 7—00778 �,') I S Ph.242-0908 Fax.241-9557 FL:CA#8344 SC:CA#3579 DATE 09.13.17 s 1 froo s-.A,vre City of Atlantic Beach APPLICATION NUMBER Building Department�� (To be assigned by the Building Department.) 800 Seminole Road /�- �J Atlantic Beach, Florida 32233-5445 R Est 7 - LJ 1 45 Phone(904)247-5826 • Fax(904)247-5845 °�011110" E-mail: building-dept@coab.us Date routed: E�i c f( 7 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 4L-T-) : f,_ ' .1c, 1le•artment review required Yes No Bui .•i. Applicant: VRwe _okyriC zc1cio 4'%= 'E:„_,•” i;t,, y _, }� ree •. -'-.r-a .r Project: I /l..)011f--L( ci\J Pr-QC) 4Ptom—` n t 6; 0 P. ( SSS C Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. Denied. fNot applicable (Circle one.) Comments: ,7--- Trus y PLANNING &ZONING Reviewed by: / ? __ Date:40'2,9 —I-7 TREE ADMIN. Second Review: A roved as revised. ❑ Pp ❑Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 S‘_r1,Ji j'/ ' CITY OF ATLANTIC BEACH :i,,fc;?) UCT - 6 2017 800 Seminole Road Atlantic Beach, Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date/D^(-l7 Revision to Issued Permit Corrections to Comments Permit#RCS17 -Q Project Address 7'7s A/ 173 n2:4-(?)‹ I- ,. 7-72-3-1,Contractor/Contact Name V/1/,/jGc=ecA(/R/4c/c%>S TA(C l3/0 At 7)/ Phone 9o'/ 23 7- Z o6 7 Email /� /1 .C2 6 L/✓L co t-I Description of Proposed Revision/Corrections: Permit Fee Due $ ll (c= 1- 1./c---6c=74iin,1 4- l--(D4Vi / ../4.7 (e4!/o,c! Additional Increase in Building Value$ - Additional S.F. -B- By signing below,I /a"E) V/p,tb i affirm the Revision is inclusive of the proposed changes. (printed name) IG— C— /7 Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved / Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: i Building _ - z Iann r &Zoning: Reviewed By Tree Administrator Public Works _ Public Utilities /v 17 Public Safety Date Fire Services "' BuildingPermit Application OFFICE COPY Av. �L City of Atlantic Beach 800 Seminole Road,Atlantic Beach, FL 32233 ``n 9'' Phone: (904)247-5826 Fax: (904)247-5845 Job Address: 2ii%s A M "1�-The K /4i Permit Number: R c S (7 ` CO v15 _407 72. Legal Description 3c' -(v0 17- 2 5--- 2 CT %-074 I?4L Ills ()Ali r / RE#.K`S/711 9��009' o Valuation of Work(Replacement Cost)$ Li?:•S 00 Heated/Cooled SF 4.34/3 Non-Heated/Cooled A/,l • Class of Work(Circle one): New Addition Iteration) Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial 4esidentia • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes CI N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to,b..e.performed: l2�-XlOd4.77oq of= ,5^i/,vG„sj/./C'..(4-7-T'Rfrl/L-1-kce- rte'),+.‘" , /A/e4 c'bv-',"Ms/o •Ki:,ir:7r- /TUSSc=S. Florida Product Approval# for multiple products use product approval form Property Owner Information Name:CL, FL79L INt/6 S o725,JA!e- Address: ! /) i %$' � 2c- ! .1 City a/c=S �.[/ State( +p //3227 Phone 5'oy• ?32- r'/00 E-Mail 4L/recKcr Cc &N4/L, CDII't Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) 42 Ie-tc C7 7 Z4/-1,,A/r/-/73ic'.0 I Contractor Information Name of Company: V4/1/7-lGce . )(/-i AC ,I?,�-_LUC. Qualifying Agent: I�L4/12w N. l3ioA1/ s"-1 Address /7222 tO ,,;T2 Sr-ayG. C'r _ City ..J A . State /4L Zip 322.57. Office Phone qpi/- 2.3 7 - 2 g! 7 Job Site/Contact Number iV Q. State Certification/Registration# e&Cc2Z04(2. E-Mail 7`;_--b HOC/(2.. Ziv, - , Cof1 Architect Name&Phone# `6w14'(, c' tog,i� cJ'OS(, $,"Q- (73s-7 Engineer's Name&Phone# ('dii27 Gn 9f•,¢Scpe .-5* ?o4 - 2 Y2.O 70 0 REL< 4.,,. b�\� ,• 1 Workers Compensation (fxe j'Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that apt ork or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards& II tht I w lationg construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS, FURNACES, BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work C((4`b@ done irftr,fK ►4. applicable laws regulating construction and zoning. ' `, C'' Hclaflt C Beach, FL 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 OBTAI -• , NCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECOR► N,- YOU' I TI OF COMMENCEMENT. (Signature of Owner or Agent in ding Contr tpak (Signature of Contractor) 4ignearid sworn to(or affirmed)be ore me this day of igned an swo,rjitto(or affrrme• ,efo a this • y of A,,� vtd � (�� (fl S Ul ' Gv1 ,by � ��l► - o DML ;Jr *1 mr7MOS (Sig 4e41tary) Notary) YP 0r,..�pE�, •� .. RNANDEZ46CMDIE HERNANDEZ * MY COMMISSION#FF 934117 * ,' * MY COMMISSION#FF 934117 ]Personally Known OR EXPIRES:November 27,2019 [ ]personally Known OR °�, Nfh �• � EXPIRES:November 27,2019 ( ]Produced Identification 4.04 IondedTAruBudgetNotuySesrkas ,to,Fo BondedThruBudgetNotarySerrkes Produced Identification (\ 1 Type of identification: Type of Identification: -Xi Perim � � R es i 7- OFFICE COPY NOTICE OF COMMENCEMENT State of FL o 2,'A Tax Folio No. County of 'V V/p}.Z 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:30 - .,,:if, /7-z 5_.2 7‹-- Roc '4 4 ?,iz f fAi r( i 4 cif 2 .3L Ic.s Address of property being improved: 7 11. --‘4/1/3e--2-7-4C /. /.//1Be--2-7-4c k L Ai. A¢4Au?i (3,i/ FL General description of improvements: f?c,/oll4-//OA/ OF-ex-is/[°co& v A(( LC�'F/,tiiji Ly a.---7-5--, A/ t- Owner: L'L 4 y W-W7-7 -,riil✓e.5t ok$iL ' , Address: / LG,SiMOo./l 6 /2%f qu&- L- C /-73Z 2P I Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: p gontractor . p , •. ..ST 4 Address: 1/22Z Lv47&-? S PR0l6 0/2. .TAA. r L =32 2-5'..- Telephone sTelephone No.: F19lf'232• 2 cU 7 Fax No: Surety(if any) N. 4, Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: A/_ 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: 4z k Kew Address: 37 I4-77.4Al2 aL VD Sc L L^'*/ i4IL_1Zc!%e ` IL j 322,3 Telephone No: 7O 9g22- 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: /4 t � "-A-c Address: ..9--4,14c_.--.-- A 5 /— Telephone No: '' e r Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER i i i 4 ` Signed: cf,~''« Date:444.2,cO( Doc#2017182698,OR BK 18077 Page 1493, Before me this 4:I�-tI day of 1, L 4 'in the County of Duval,State Number Pages:1 Of Florida,has personally appeared np CI_ r5 Recorded 08/04/2017 at 12:14 PM, Notary Public at Large,State of Florida,County of Duval. Ronnie Fussell CLERK CIRCUIT COURT DUVAL My commission ex s: COUNTY Personally Known: \-C\a//RECORDING$10.00 or Produced Identification: r°t:'RY:U,,, CINDIE HERNAN * , * MY COMMISSION*FF 934117 :i ` EXPIRES:November 27,2019 .,:5l'-,,,,rl+, TREE & VEGETATION AFFIDAVIT ' (JS ;, S, City of Atlantic Beach 6 Department of Community Development nT - 1,7 I Planning&Zoning Division 800 Seminole Road Atlantic Beach,FL 32233 �J't}>�' PERMIT# (P)904 247-5800 (F)904 247-5845 SECTION I-APPLICANT INFORMATION fl Owner(s) r Legal Authorized Agent* NAME OF APPLICANT AL KEKEC, REALTOR AND COMPANY REPRESENTATIVE NAME OF COMPANY CLAY REALTY INVESTORS INC. ADDRESS OF COMPANY 1 WESTMOUNT SQUARE STE 1210 WESTMOUNT, QUEBEC CANADA 3HZ2PQ PHONE CELL 904-982-1400 EMAIL ALKEKEC@GMAIL.COM CONTRACTOR CERTIFICATION NUMBER CGCO22042 ATLBCH BUSINESS TAX RECEIPT NUMBER N/A SECTION II-SITE INFORMATION STREET ADDRESS OF PROPERTY 745 AMBERJACK LANE ATLANTIC BEACH, FL 32233 U If an address has not been assigned to this property,contact the AB Building Department at(904)247-5826 to request an address. LEGAL DESCRIPTION 30-60 17-2S-29E ROYAL PALMS UNIT 1 LOT 12 BLK 5 p LOT 12 BLOCK 5 SUBDIVISION ROYAL PALMS UNIT 01 REAL ESTATE NUMBER 1711970000 LOT OR PARCEL SIZE: 0.17 ACRE SQ FT 1343 AC RESIDENTIAL X COMMERCIAL OTHER(SPECIFY) I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation"of the Municipal Code of Ordinances for the City of Atlantic Beach,FL and/or I have participated in a pre-application meeting with the Administrator of those regulations. Subset - y,1 i ffirm that no regulated trees and no regulated vegetation will be damaged,destroyed and/or removed from the above---scribed o adjacent properties in conjunction with this project. GNATURE OF •WNER AL KEKEC,REALTOR AND COMPANT REP. SIGNATURE OF OWNER 11,� Signed and sworn•befo e m on this" day of Ddo , 56� I ,by State of cW✓I AA a \ Cty of )��,,/ J� Ez Identification verified: '1 ��ARY p, * ounCINDIE HERN,t j Oath sworn:Yes r No * ')' * MY COMMISSION/FF 934117 v�lFOF FI"�' EXPIRES:November 27,2019 OP\�' Bonded Thru Budget Notary$eryKes Notary Signature REV-TVA-v10.72 My Commission exp . MAP SHOWING BOUNDARY SURVEY OF LOT 12 BLOCK 5 ACCORDING TO THE PLAT OF ROYAL PALMS UNIT ONE AS RECORDED IN PLAT BOOK 30 , PAGE(S) 60 AND 60A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: OFFICE F F IC rC C O❑Y CLAY REALTY INVESTORS, INC., t`/, r FIRST AMERICAN TITLE INSURANCE COMPANY AND FIRST INTERNATIONAL TITLE, INC. LOT-18 LOT-19 LOT-20 BLOCK 5 l BLOCK 5 1�- I BLOCK 5 ,/r S 85'20'02" E 80.65' (R) LB.6470 ,.� IPE s 8525'19'E 80.76'(M) _S BIN. In - 10'EASEMENT FOR x n D.2 X—X—x—x—x—x—x x—A—x—x— X—X— n ".697.F1‘---0.2' DRAINAGE Ara U U11E5 0.3' In I � x I,I` 135' IA LOT-12 x 13.3' 7.1 BLOCK 5 2 - METAL SHED I i--. 11000 FLOOR ' C v M 1 UNE x I s0 01 ^ +�I 14.6' X16_2 X x N Mi LOT-13 tv W 8a— 49.7 �4' Rr BLOCK 5 W 0.9' x LOT-11 M) 1 1-STORY _ 1 D BLOCK 5 44 CONCRETE BLOCK ''''411)N M . o AND FRAME 03 I `ar 0 _ N N0. 745 i in M O ;t Z 38.5' 16.1' x 0 014.7 11.2' i4V'r116ERDy I V) 1 • 25'BRI k mk a I 3 ^ I V .co N x N it N I YW 1/2' x � = 90'(R) IRON 181.31' (M) u .4' mr, 89.96' (M) PIPE 161.30'(8) 1/2' io 1/2' 251.21(M) 1/2' I BEARING ItEF'F.72piC£UNE IRON PIPE Y x_ IRON PIPE 251.30'(R) IRON PIPE N 8520'02' 1Y 80.63'(M) I N 85'20'02" W 80.65' (R) I \ s '.5'OL7R8&CUT1'P AMBERJACK LANE (N60'R/W) FLOOD 20IE x'-AREAS De1osRNED TO RE OU15OE we 0.26 ANNUAL CHANCE FLOOD PLAM/FLOM 201E'')I(Boom)--AREAS OF DOR ANNUAL OUNCE ROOM REAS Cr It ANDA. CHANCE AIM AVERAGE oFPTMS OF LESS THAN I FOOT OR rM DRAINAGE AREAS LESS IRAN 1 SOME NILE:AM)AREAS PROTECTED RT LEVEES FROM 1%ANNUAL CHANCE FLOOD. INNA V E Y 0 GENERAL NOTES: fl i 'Ps 1.REA ORE E BASED ON PEAT RDa1 3a PA>E 805 J 2.STRUCTURE NO.745 940W1 HEREON UES WWI FLOCO ZONE Y AS FEST DE111WNm G� RNON F.EYA FL000 NAPS PANEL NO.406 DA1m 08/03/2013 a A SSOCIATED SURVEYORS INC. 3.4 S °FA,` LOCATED i LAND k ENGINEERING SURVEYS TNS s. wv. Lu 5.nxs B REPT IgsFD ON LEGAL DESCRIPTORS FURNISHED. THE PUBLIC RECORDS WERE 3846 BLANDING BOULEVARD NOT SCEARom RY 1R5 SLRVEYOR F'OR EASOErI15,111L.E COIOIANTS.B.R.L.'S JACKSOtMLLE. FLORIDA 32210 IESiRIOFONs O..08. TANOINN9 OR OI fl14ANQ5.Etc F.UNLESS 01I AI E STAIm AL NON PIPE5 FOI[O NAVE NO O0N1W AVON. 904-771-6468 J i 7 AC AIR COIDIrIOER LEGEND/A86REVIATIONPR'.><ESSIIR/AL LAND SURVEYOR O CEKTIFlCATE OF AUTHORIZATION NU. IB 0005488 �R, R 14.61 0 RESIRICTIOI ANE PSN PS US10MAL SURVEYOR 4 NAPPED S S d NM-7 BUILDING TIE R •RADIUS RTA RETLEDI ARO -RECORD I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY CH. ocR s a RESTRICTIONS R1.1 •REGISTERED RIGHT ErATAMO SURVEYOR DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL <Cc CAN EREAD 0 SET BOM PPE OR RERAN CEDCRET STANDARDS FOR LAND SURVEYING PURSUANT TO CHAPTER 5J-17.050 Coro WYEREn ASSOC SOK ON LPO SNR) IT EL CTRIC lm • FOUNDNON P1PE OR PN (P) THROUGH 17.052, FLORIDA ADMINISTRATIVE CODE, CHAPTER 472, F.S. ET ELECTRIC I'RNISF €R A PAD R FOUND CORONETS RIOAREN T(O1) LA .mocsonqui ELECTRIC AuTPORI rN j C.:ss CET CR 0Ps:Yat£ L LOISTN IW ARC L. NAL I DM �Y� [//'1 1.1 LICENSED€1511OS -R-+L-R-x-R-x--R-OWN 18*F0(1 BYr C- Cf'S LS LIMED ARVEYRN -I-I-I-I-r-I-I- REIM.FENCE Flo MEASURED V ,Y, A M1 V V VFORCE CHARLES B. HATCHER FLORIDA C TIFICATE . 3771ORA DNFAI(CIADISC 1103( AVN00r. FENCE CHARLES L. STARLING FLORIDA CERTIFICATE 0. 4579 mV 6rICIA.RECQFS VOLtBIE - _ _ OYF76EAD Lrnu r Pc POINT Ls aRVE *'E NfORISER RAYMOND J. SCHAEFER FLORIDA CERTIFICATE NO. 6132 ra PDurt Lr Foram 0R5E MIT PHONE 1°107+ PEO PSR EOUIP ENT PAD Dg:- - . . . . .. WATER REIFR PI POINT Cr INTTRSECTION 'I;' 11lJT7 POE JOB NO. 69030 DATE 03/21/2017 PRC PRINT IF REVERSE aPrE a OUOEIER SCALE: 1" = 20' DRAFTER GBH PTR POINT PERIVACNTANGENCY MORIAIENREFOROCET f ANCHOR - NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER v-19-)074-6c---- 6, 2. 71-/S---4ivi3e ;,Jr1- OFFICE COPY Performance Summary For BML Invest Project: Bidders 08/28/2017 Prepared By: System Performance System: 25HCE/FB4C Actual CIg Airflow: _.._._... f 875.0 CFM System Quantity.._- _...._...._ 1 Standard CIg Airflow: ...875.0 CFM Altitude: 0.0 ft Total Net Clg Capacity -„.L 28.40 MBH Linear Pipe Length: _......._.._._......_.._._._..__ 0.0 ft Net Sensible Clg Capacity .__._._ _ 18.85 MBH COP @ 47 F: - 3.62 Htg HP Capacity: 24.73 MBH COP @ 17 F: 2.44 Htg HP Integrated Capacity: ._...__ 23.01 MBH SEER @ ARI Conditions:... ... .. - 14.0 Heating HP Compressor Power_.._.... _.. 2.25 kW EER @ ARI Conditions: 11.5 Total System Power: 2.33 kW HSPF @ ARI Conditions: ....... ...._...._. 8.2 N1 G DEP NR1ME System Pa94i \ V\IIE><1 Outdoor Unit Parameters Indoor Coili:a.meters Unit Model: 25HCE430A003 Unit Moder FB4CNP030L00 Unit Size(Nominal): .2.5 Tons (Size 30) Unit Size(Nominal): 30,000 Btuh(Size 030) Voltage: .. 208/230-1-60 V-Ph-Hz Voltage' _ 230-1-60 V-Ph-Hz Htg Ent Air DB: 70.0 °F Ent Air DB:...._.._ .. 78.00 °F Htg Lvg Air DB: 96.2 °F Ent Air WB: 67.00 °F CIg Ent Air DB Ambient: 92.0 °F Ent Enthalpy:__.__...._..... _._._ _ __ 31.45 BTU/lb Htg Ent Air DB Ambient: 39.0 °F Lvg Air DB:..._.___ _ __._ _ 58.06 °F Lvg Air WB: _ 56.76 °F Lvg Enthalpy: 24.24 BTU/lb Heating Size(Nominal):_ No Heat Total External Static Pressure' 0.50 in wg Electrical Data Outdoor Electrical Data Indoor Electrical Data Unit Voltage: 2081230-1-60 V-Ph-Hz Unit Voltage: _..__..230-1-60 V-Ph-Hz Fan Motor FLA: 1.40 Amps Motor HP: _ _........._.___ __... .. 1/3 HP MCA: 18.3 Amps Motor FLA _......__...._ 2.8 Amps Max Fuse* _ _. 30 Amps Operating Range Min' _ 197 V Accessory Electric Heater Data Operating Range Max: 253 V EH Part Number: KFCEH0501N05 Compressor RIA ,..__ 13.5 Amps Electric Heater kW: _ 5.0 kW Compressor LRA: _...._...._..__ v 72.5 Amps For 2 wire operation(single dreult): Heater Amps: 20.0 Amps Heater+Motor MCA;.... . . 33.5 Amps Heater+Motor MOCP: 35 Amps Accessory Voltage: 230-1-60 V-Ph-Hz The Product and Ratings Data in this program is subject to change at any time and without notice. Please refer to the latest product literature and the AHRI directory at www.ahridirectory.org for the most up-to-date information. Performance Summary For BML Invest Project: Bidders 08/28/2017 Prepared By: System Performance System: __ _._ _.. 25HCE/FB4C Actual Clg Airflow: ..._........_..--------- 875.0 CFM System Quantity . __....__ 1 Standard Clg Airflow: 875.0 CFM Altitude: _ 0.0 ft Total Net Clg Capacity m 28.40 MBH Linear Pipe Length: -__. .._._...___... _ 0.0 ft Net Sensible Clg Capacity _._.._ 18.85 MBH COP @ 47 F __... .._...___ 3.62 Htg HP Capacity 24.73 MBH COP @ 17 F• 2.44 Htg HP Integrated Capacity:__.. 23.01 MBH SEER @ ARI Conditions" ... __.._ 14.0 Heating HP Compressor Power_._.....-._..___ _2.25 kW EER @ ARI Conditions: 11.5 Total System Power _.._...... 2.33 kW HSPF @ ARI Conditions: . .....__....__._. _.... 8.2 System Parameters BUILDING DEPARTMENT Outdoor Unit Parameters Indoor Coil Parameters®E' " I E D Unit Model. 25HCE430A003 Unit Model" FB4CNP030L00 Unit Size(Nominal): 2.5 Tons(Size 30) Unit Size(Nominal) 30,000 Btuh(Size 030) Voltage: 208/230-1-60 V-Ph-Hz Voltage: _..._ 230-1-60 V-Ph-Hz Htg Ent Air DB: .... _._._.. .._... 70.0 °F Ent Air DB- _ __..._ 78.00 °F. Htg Lvg Air DB: _ _.. 96.2 °F Ent Air WB: .. _ 67.00 °F Clg Ent Air DB Ambient 92.0 °F Ent Enthalpy: _......__.... __. 31.45 BTU/lb Htg Ent Air DB Ambient. ___ .... 39.0 °F Lvg Air DB:....._....___ 58.06 °F Lvg Air WB: .._ 56.76 °F Lvg Enthalpy: .._ _ _.-...._...24.24 BTU/lb Heating Size(Nominal):.. _ No Heat Total External Static Pressure' 0.50 in wg Electrical Data Outdoor Electrical Data Indoor Electrical Data Unit Voltage: _ 208/230-1-60 V-Ph-Hz Unit Voltage: __..._..230-1-60 V-Ph-Hz Fan Motor FLA: 1.40 Amps Motor HP: __. _ _.__.. ..._ ___..._.. 1/3 HP MCA: _._. __.... _ ..._ 18.3 Amps Motor FLA: - 2.8 Amps Max Fuse* 30 Amps Operating Range Min: ..... 197 V Accessory Electric Heater Data Operating Range Max: 253 V EH Part Number: KFCEH0501N05 Compressor RLA: . .._ 13.5 Amps Electric Heater kW: 5.0 kW Compressor LRA: . ...._....__ __ ._ 72.5 Amps For 2 wire operation(single circuit): Heater Amps: 20.0 Amps Heater+Motor MCA' 33.5 Amps Heater+Motor MOCP: 35 Amps Accessory Voltage: 230-1-60 V-Ph-Hz The Product and Ratings Data in this program is subject to change at any time and without notice. Please refer to the latest product literature and the AHRI directory at www.ahridirectory.org for the most up-to-date information. , ` OFFICE COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 1343 Builder Name: BML Investments Street: 745 Amberjack Ln Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL,32233 Permit Number: Owner: Jurisdiction: Design Location: FL,Jacksonville County:: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(1346.0 sqft.) Insulation Area a.Concrete Block-Int Insul,Exterior R=5.0 1346.00 ft2 2. Single family or multiple family Single-family b.N/A R= ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (1379.2 sqft.) Insulation Area a.Under Attic(Vented) R=30.0 1343.00 ft2 6. Conditioned floor area above grade(ft2) 1343 b.Knee Wall(Vented) R=19.0 36.20 ft2 ft2 Conditioned floor area below grade(ft2) 0 c. R= 11.Ducts R ft2 7. Windows(215.4 sqft.) Description Area a.Sup:Attic,Ret: Main,AH:Main 6 115 a. U-Factor: Dbl,U=0.33 215.40 ft2 SHGC: SHGC=0.27 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 28.2 SEER:14.50 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 28.2 HSPF:8.30 SHGC: Area Weighted Average Overhang Depth: 1.349 ft. Area Weighted Average SHGC: 0.270 14.Hot water systems a.Electric Cap:50 gallons 8. Floor Types (1343.0 sqft.) Insulation Area EF:0.960 a.Slab-On-Grade Edge Insulation R=0.0 1343.00 ft2 b. Conservation features b.N/A R= ft2 None c. N/A R= ft2 15.Credits Pstat Total Proposed Modified Loads: 42.13 Glass/Floor Area: 0.160 PASS Total Baseline Loads: 43.59 I hereby certify that the plans and specifications covered by Review of the plans and 0,0`.t VE ST.i1;'-s. this calculation are in compliance with the Florida Energy specifications covered by this l'1pl , ,,,4'Q s Code. calculation indicates compliance �' ff„ s„,*s+ i/ � with the Florida Energy Code. - �,„ ,�0.: PREPARED BY: �C�Y Before construction is completed ..�:. tea.-.- b DATE: 9-20-2017 this building will be inspected for 3'', a 1. compliance with Section 553.908 `- * ---- --t----., {, i. I hereby certify that this building, as designed, is in compliance Florida Statutes. .,�� c, - with the Florida Energy Code. *�.CO;p WE1.9.? OWNER/AGENT: BUILDING OFFICIAL: !._1_ DATE: DATE: Cd-Z'P7 - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.2.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and starting July 1,2017 this project requires an envelope leakage test report with envelope leakage no greater than 7.0 ACH50 (R402.4.1.2). 9/20/2017 1:55 PM EnergyGauge®USA-v5.1 -Section R405.4.1 Compliant Software Page 1 of 4 , FORM R405-2014 PROJECT Title: 1343 Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1343 Lot# Owner: Total Stories: 1 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: BML Investments Rotate Angle: 0 Street: 745 Amberjack Ln Permit Office: Atlantic Beach Cross Ventilation: No County: Duval Jurisdiction: Whole House Fan: No City,State,Zip: Atlantic Beach, Family Type: Single-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 Block1 1343 11415.5 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 1343 11415.5 Yes 4 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Main 158 ft 0 1343 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 Gable or Shed Composition shingles 1415 ft2 224 ft2 Medium 0.45 N 0.9 No 0 18.4 / ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 1343 ft2 N N CEILING V # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Vented) Main 30 Blown 1343 ft2 0.1 Wood 2 Knee Wall(Vented) Main 19 Batt 36.2 ft2 0.11 Wood 9/20/2017 1:55 PM EnergyGauge®USA-v5.1-Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS V Adjacent Cavity Width Height Sheathing Framing Solar Below #__ Omt o -- WalLType- Space R-Value Ft In Ft In _Area R-Value Fraction Absof. Grady%_ 1 NE Exterior Concrete Block-Int Insul Main 5 13 0 8 0 104.0 ft2 0 0 0.35 0 2 NE Exterior Concrete Block-Int Insul Main 5 42 3 8 0 338.0 ft2 0 0 0.35 0 3 SE Exterior Concrete Block-Int Insul Main 5 27 0 9 0 243.0 ft2 0 0 0.35 0 4 SW Exterior Concrete Block-Int Insul Main 5 9 0 8 0 72.0 ft2 0 0 0.35 0 5 SW Exterior Concrete Block-Int Insul Main 5 17 0 8 0 136.0 ft2 0 0 0.35 0 6 SW Exterior Concrete Block-Int Insul Main 5 26 0 9 0 234.0 ft2 0 0 0.35 0 7 NW Exterior Concrete Block-Int Insul Main 5 24 0 8 0 192.0 ft2 0 0 0.35 0 8 NW Exterior Concrete Block-Int Insul Main 5 3 0 9 0 27.0 ft2 0 0 0.35 0 DOORS V # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 NE Insulated Main None .39 3 6 10 20.5 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 ne 1 Vinyl Low-E Double Yes 0.33 0.27 15.0 ft2 1 ft 7 in 2 ft 0 in Drapes/blinds None 2 ne 2 Vinyl Low-E Double Yes 0.33 0.27 15.0 ft2 0 ft 7 in 2 ft 0 in Drapes/blinds None 3 ne 2 Vinyl Low-E Double Yes 0.33 0.27 15.0 ft2 1 ft 7 in 2 ft 0 in Drapes/blinds None 4 ne 2 Vinyl Low-E Double Yes 0.33 0.27 30.0 ft2 1 ft 7 in 2 ft 0 in Drapes/blinds None 5 se 3 Vinyl Low-E Double Yes 0.33 0.27 45.0 ft2 1 ft 7 in 2 ft 0 in Drapes/blinds None 6 sw 4 Vinyl Low-E Double Yes 0.33 0.27 15.0 ft2 1 ft 7 in 2 ft 0 in Drapes/blinds None 7 sw 5 Vinyl Low-E Double Yes 0.33 0.27 6.0 ft2 0 ft 7 in 2 ft 0 in Drapes/blinds None 8 sw 5 Vinyl Low-E Double Yes 0.33 0.27 9.0 ft2 0 ft 7 in 2 ft 0 in Drapes/blinds None 9 sw 6 Vinyl Low-E Double Yes 0.33 0.27 20.4 ft2 0 ft 7 in 2 ft 0 in Drapes/blinds None 10 sw 6 Vinyl Low-E Double Yes 0.33 0.27 15.0 ft2 1 ft 7 in 2 ft 0 in Drapes/blinds None 11 NW 7 Vinyl Low-E Double Yes 0.33 0.27 30.0 ft2 1 ft 7 in 2 ft 0 in Drapes/blinds None INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000378 1331.8 73.11 137.5 .2911 7 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.3 28.2 kBtu/hr 1 sys#1 9/20/2017 1:55 PM EnergyGauge®USA-v5.1 -Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14.5 28.2 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM V # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Main 0.96 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS ----Supply---- Return---- Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 115 ft2 Main 1 ft2 Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable Thermostat:Y Ceiling Fans: CoolingJan Feb Mar A r Ma X Jun X Jul X Au [X Se Oct Nov Dec HeatinX Jan 1)1 ebtMar Aprl Mayt Junl Jult AuSepOctXNovDecVentin Jan Feb [X Mar X Apr [ May [ Jun [ Jul [ Aug [ Sep [ Oct 'X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 9/20/2017 1:55 PM EnergyGauge®USA-v5.1 -Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: 1343 Builder Name: BML Investments Street: 745 Amberjack Ln Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL,32233 Permit Number: Owner: Jurisdiction: Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air-permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above-garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations,and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit,or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 9/20/2017 1:56 PM EnergyGauge®USA-v5.1 -Section R405.4.1 Compliant Software Page 1 of 1 Job: -l - wrightsoft Manual S Compliance Report rt Dat 9-20-2017 Entire House OFFICE COPY Plan: 1343 Project Information For: BML Investments 745 Amberjack Ln,Atlantic Beach, Fl 32233 SEP 2 1 2017 Cooling Equipment Design Conditions Outdoor design DB: 92.8°F Sensible gain: 22532 BtuhEntering coil DB: 76.9°F Outdoor design WB: 77.0°F Latent gain: 3064 Btuh ✓ Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 25596 Btuh Indoor RH: 50% Estimated airflow: 875 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25HBC530A0030+FB4CNF030 Actual airflow: 875 cfm Sensible capacity: 22031 Btuh 98%of load ✓ Latent capacity: 4361 Btuh 142%of load Total capacity: 26392 Btuh 103%of load SHR: 83% Heating Equipment Design Conditions Outdoor design DB: 32.5°F Heat loss: 28955 Btuh Entering coil DB: 68.3°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25HBC530A0030+FB4CNF030 Actual airflow: 875 cfm Output capacity: 23040 Btuh 80%of load Capacity balance: 34 °F Supplemental heat required: 5916 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 875 cfm Output capacity: 4.6 kW 55% of load Temp. rise: 50 °F Meets are all requirements of ACCA Manual S. 2017-Sep-2013:18:52 41. wrightsofC' Right-Suite®Universal 2017 17.0.10 RSU09479 Pagel ACLA C:\Energy Sheet\Hardie Heating\Biondi\1343.rup Calc=MJ8 Front Door faces:NE Job: 4 wrightsoft,, Project Summary Byte: 9-20-2017 Entire House Plan: 1343 Pro'ect Information For: BML Investments 745 Amberjack Ln,Atlantic Beach, Fl 32233 Notes: 745 Amberjack Ln Desi•n Information Weather: Jacksonville/Intnl., FL, US Winter Design Conditions Summer Design Conditions Outside db 33 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 38 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 50 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 24129 Btuh Structure 18777 Btuh Ducts 4826 Btuh Ducts 3755 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 28955 Btuh Use manufacturer's data Y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 22532 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average0Structure 2029 Btuh Fireplaces Ducts 1035 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft2) 1343 1343 Equipment latent load 3064 Btuh Volume(ft3) 10905 10905 Air changes/hour 0.45 0.23 Equipment total load 25596 Btuh Equiv.AVF (cfm) 82 42 Req.total capacity at 0.75 SHR 2.5 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade Trade Model 25HBC530A0030 Cond 25HBC530A0030 AHRI ref 3645722 Coil FB4CNF030 AHRI ref 3645722 Efficiency 8.3 HSPF Efficiency 12.0 EER, 14.5 SEER Heating input Sensible cooling 21150 Btuh Heating output 28600 Btuh @ 47°F Latent cooling 7050 Btuh Temperature rise 30 °F Total cooling 28200 Btuh Actual air flow 875 cfm Actual air flow 875 cfm Air flow factor 0.030 cfm/Btuh Air flow factor 0.039 cfm/Btuh Static pressure 0.25 in H2O Static pressure 0.25 in H2O Space thermostat Load sensible heat ratio 0.88 Capacity balance point=34°F Backup: Input=5 kW, Output= 15793 Btuh, 100 AFUE Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Sep-20 13:18:55 Wrlghtsofi" Right-Suite®Universal 2017 17.0.10 RSU09479 Page 1 AC C:\Energy Sheet\Hardie Heating\Biondi\1343.rup Calc=MJ8 Front Door faces:NE Right-J® Worksheet Job: 4 wfightsoft°" g Date: 9-20-2017 Entire House M.:Plan: 1343 1 Room name Entire House Bed 2 2 Exposed wall 158.0 ft 23.0 ft 3 Room height 8.5 ft 8.0 ft heat/cool 9 1.0 x 142.0 ft 4 Room dimensions 1281.0 ft' 142.0 ft' 5 Room area I I i I I Ty Construction U-value OrHTM Area (f t') Load Area (f t') Load number (Btuh/fl'-°F I (Btuh/ft') I or perimeter (ft) I (Btuh) I or perimeter (ft) (Btuh) IHeat I Cool I Gross N/P/S Heat I Cool I Gross N/P/S Heat Cool I 6 13A-5fcs 0.105 ne 3.94 2.00 104 89 350 178 104 89 350 178 I- -G 1D-c2ow 0.570 ne 21.38 39.24 15 0 321 589 15 0 321 589 13AB Oocs 0.258 ne 9.67 5.44 338 258 2492 1402 0 0 0 0 1D-c2ow 0.570 ne 21.38 39.24 15 0 321 589 0 0 0 0 11 1D-c2ow 0.570 ne 21.38 39.24 15 0 321 589 0 0 0 0 4A5-2ow 0.470 ne 17.63 26.00 30 0 529 780 0 0 0 0 D 11D0 0.390 ne 14.62 11.78 20 20 298 240 0 0 0 0 \Q/ 13AB-Oocs 0.258 se 9.67 5.44 243 198 1916 1078 0 0 0 0 L (, 4A5-2ow 0.470 se 17.63 25.78 45 5 793 1160 0 0 0 0 VV13A-5fcs 0.105 sw 3.94 2.00 72 57 224 114 0 0 0 0 O 1D-c2ow 0.570 sw 21.38 38.86 15 2 321 583 0 0 0 0 W 13A-5ocs 0.125 sw 4.69 2.38 136 121 567 287 0 0 0 0 -G 1D-c2ow 0.570 sw 21.38 41.73 6 0 128 250 0 0 0 0 -G 1 D-c2ow 0.570 sw 21.38 41.73 9 0 192 376 0 0 0 0 V 13AB-Oocs 0.258 sw 9.67 5.44 234 199 1921 1081 0 0 0 0 1OB-w 0.600 sw 22.50 22.56 20 0 459 460 0 0 0 0 4A5-2ow 0.470 sw 17.63 25.78 15 2 264 387 0 0 0 0 Vel 13A-5fcs 0.105 nw 3.94 2.00 192 162 638 323 80 65 256 130 VLG 1D-c2ow 0.570 nw 21.38 39.24 30 0 641 1177 15 0 321 589 W 13AB-Oocs 0.258 nw 9.67 5.44 27 27 261 147 0 0 0 0 C 16B-19ad 0.049 - 1.84 2.63 634 634 1165 1668 0 0 0 0 C 16B-30ad 0.032 - 1.20 1.72 647 647 776 1112 142 142 170 244 F 22A-tpl 0.989 - 37.09 0.00 1281 158 5860 0 142 23 853 0 c)AED -371 61 Envelope loss/gain II 207601 145691 I 22711 1691 12 a) Infiltration 3370 818 461 112 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 3 690 1 230 Appliances/other 2700 0 Subtotal(lines 6 to 13) 24129 18777 2732 2033 0 0 Less external load 0 0 0 0 Less transfer 0 0 20 1610 Redistribution 24129 18777 2751 2194 14 Subtotal 15 Duct loads 20% 20% 4826 3755 20% 20% 550 4 39 30 I I TotalAurequireroom d load(dm) I I I 288751 228751 I I 31001 I 21021 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. � 2017-Sep-20 13:18:55 �=: ' , wrnghtsft Right-Suite®Universal 2017 17.0.10 RSU09479 Page 1 . oC:\Energy Sheet\Hardie Heating\Biondi\1343.rup Calc=MJ8 Front Door faces:NE - t•v,rrightsoft Right-J® Worksheet Job: Date: 9-20-2017 Entire House By: Plan: 1343 1 Room name Bed 3 Bath 2 2 Exposed wall 23.0 ft 6.0 ft 3 Room height 6.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 114.0 ft X6.0 x 7.0 ft 5 Room area 114.0 ft' 42.0 ft r i I I Ir Ty Construction U-value Or I HTM I Area (ft') Load I Area (ft') Load number (Btuh/f l'-°F (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) 1 Heat I Cool 1 Gross I N/P/S Heat I Cool I Gross I N/P/S Heat I Cool I 613A-5fcs 0.105 ne 3.94 2.00 0 0 0 0 0 0 0 0 �-G 1D-c2ow 0.570 ne 21.38 39.24 0 0 0 0 0 0 0 0 13AB-Oocs 0.258 ne 9.67 5.44 0 0 0 0 0 0 0 0 1D-c2ow 0.570 ne 21.38 39.24 0 0 0 0 0 0 0 0 11 1D-c2ow 0.570 ne 21.38 39.24 0 0 0 0 0 0 0 0 4A5-2ow 0.470 ne 17.63 26.00 0 0 0 0 0 0 0 0 0 11130 0.390 ne 14.62 11.78 0 0 0 0 0 0 0 00 Vl/ 13AB-Oocs 0.258 se 9.67 5.44 0 0 0 0 0 0 0 L-G 4A5-2ow 0.470 se 17.63 25.78 0 0 0 0 0 0 0 0 Vr/L- 13A-5fcs 0.105 sw 3.94 2.00 72 57 224 114 0 0 0 0 G 1D-c2ow 0.570 sw 21.38 38.86 15 2 321 583 0 0 0 0 VJ 13A-5ocs 0.125 sw 4.69 2.38 0 0 0 0 48 39 183 93 G- 1D-c2ow 0.570 sw 21.38 41.73 0 0 0 0 0 0 0 0 -G 1D-c2ow 0.570 sw 21.38 41.73 0 0 0 0 9 0 192 376 W 13AB-Oocs 0.258 sw 9.67 5.44 0 0 0 0 0 0 0 0 -G 10B-w 0.600 sw 22.50 22.56 0 0 0 0 0 0 0 0 -C 4A5-2ow 0.470 sw 17.63 25.78 0 0 0 0 0 0 0 0 Vr 13A-5fcs 0.105 nw 3.94 2.00 112 97 382 194 0 0 0 0 �G 1D-c2ow 0.570 nw 21.38 39.24 15 0 321 589 0 0 0 0 W 13AB-Oocs 0.258 nw 9.67 5.44 0 0 0 0 0 0 0 0 C 1613-19ad 0.049 - 1.84 2.63 0 0 0 0 42 42 77 111 C 16B-30ad 0.032 - 1.20 1.72 114 114 137 196 0 0 0 0 F 22A-tpl 0.989 - 37.09 0.00 114 23 853 0 42 6 223 0 6 I c)AED excursion I f I 22371 20931 I 6751 7051 Envelope loss/gain 12 a) Infiltration 461 112 120 29 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 2698 2435 795 734 Less external load 0 0 0 0 0 0 Less transfer 11 920 17 138 Redistribution 2709 2527 812 872 14 Subtotal otal 15 Duct loads 20% 20% 542 505 20% 20°k 162 174 I I Total roomrequired load(cfm) I I I 3255181 30181 I I 9291 10441 61 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. _�� •. 2017-Sep-20 13:18:55 -PP- wrsghtsoft Right-Suite®Universal201717.0.10 RSU09479 Paget C:\Energy Sheet\Hardie Heating\Biondi\1343.rup Calc=MJ8 Front Door faces:NE • -4- wrightsoff Right-J® Worksheet Job: Date: 9-20-2017 Entire House By: Plan: 1343 1 Room name Bath 1 Hall p ft 2 Exposed wall 11.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions1.0 x 67.0 ft 1.0 x 135.0 ft 5 Room area 67.0 ft' 135.0 ft' I I r r Ty Construction U-value Or HTM Area (ft') Load I Area (ft') Load number (Bt uh/ft'-°Fr I (Btuh/ft') I or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) t Heat I Cool I Gross I N/P/S Heat I Cool 1 Gross I N/P/S Heat I Cool I 6 13A-5fcs 0.105 ne3.94 2.00 0 0 0 0 0 0 0 0 L-G 1D.c2ow 0.570 ne 21.38 39.24 0 0 0 0 0 0 0 0 13AB-Oocs 0.258 ne 9.67 5.44 0 0 0 0 0 0 0 0 1D-c2ow 0.570 ne 21.38 39.24 0 0 0 0 0 0 0 0 11 1D-c2ow 0.570 ne 21.38 39.24 0 0 0 0 0 0 0 0 4A5-2ow 0.470 ne 17.63 26.00 0 0 0 0 0 0 0 0 0 1100 0.390 ne 14.62 11.78 0 0 0 0 0 0 0 0 13AB-Oocs 0.258 se 9.67 5.44 0 0 0 0 0 0 0 0 4A5-tow 0.470 se 17.63 25.78 0 0 0 0 0 0 0 0 V)/ 13A-5fcs 0.105 sw 3.94 2.00 0 0 0 0 0 0 0 0 IG 1 D-c2ow 0.570 sw 21.38 38.86 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 sw 4.69 2.38 88 82 384 195 0 0 0 0 -.G 1D-c2ow 0.570 sw 21.38 41.73 6 0 128 250 0 0 00 0 _C 1D-c2ow 0.570 sw 21.38 41.73 0 0 0 0 0 0 0 0,/ 13AB-Oocs 0.258 sw 9.67 5.44 0 0 0 0 0 0 -G 10B-w 0.600 sw 22.50 22.56 0 0 0 0 0 0 0 0 -C 4A5-2ow 0.470 sw 17.63 25.78 0 0 0 0 0 0 00 13A-5fcs 0.105 nw 3.94 2.00 0 0 0 0 0 0 0 1D-c2ow 0.570 nw 21.38 39.24 0 0 0 0 0 0 0 00 W 13AB-pas 0.258 nw 9.67 5.44 0 0 0 0 0 0 C 16B-19ad 0.049 - 1.84 2.63 67 67 123 176 0 0 0 0 C 16B-30ad 0.032 - 1.20 1.72 0 0 0 0 135 135 162 232 F 22A-tpl 0.989 - 37.09 0.00 67 11 408 0 135 0 0 0 65 -101 161 c)AED excursion Envelope loss/gain 1 1 10441 687) 1 1 1621 131 1 12 a) Infiltration 220 53 0 0 0 0 b) Room ventilation 0 0 13 Internal gains: Occupants It 230 0 0 0 0 Appliances/other 0 1200 Subtotal(lines 6 to 13) 1264 740 162 1331 Less external load 0 0 0 0 0 0 Less transfer 42 3440160 1330 Rubtotbution 1306 1084 0 0 14 Subtotal 15 Duct loads 20% 20% 261 217 20% 20% 0 0 0 0 I I Total roomrequired load(cfm) 111 I I I 171 1301 I I 10 I O Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Sep-20 13:18:55 /righitsQf Right-Suite®Univer sal 201717.0.10RSU09479 Page3 C:\Energy Sheet\Hardie Heating\Biondi\1343.rup Calc=MJ8 Front Door faces:NE 4 wrightsoft Right-J® Worksheet Job: Date: 9-20-2017 Entire House By: Plan: 1343 Bed 1 Family Room 1 Room name 13.0 ft 44.0 ft 2 Exposed wall 8.0 ft heat/cool 9.0 ft heat/cool 3 Room height 1.0 x 345.0 ft 5 Room area 124.0 ft' 345.0 ft' i I I I Load I Area (ft') Load Ty number U-value Or HTM Area (f t') Btuh or perimeter (ft) (Btuh) number (Btuh/f t'-°F I (Btuh/ftp I or perimeter (ft) (Btuh) Heat I Cool I Gross I N/P/S Heat Cool I Gross I N/P/S Heat I Cool 1 6 Vy 13A-5fcs 0.105 ne 3.94 2.00 0 0 0 0 0 0 0 01 L__G 1D-c2ow 0.570 ne 21.38 39.24 0 0 0 0 0 0 0 0 13AB-Oocs 0.258 ne 9.67 5.44 104 89 861 484 234 169 1631 918 1D-c2ow 0.570 ne 21.38 39.24 0 0 0 0 15 0 321 589 0.570 ne 21.38 39.24 15 0 321 589 0 0 0 0 11 1D-c2ow5- 0 30 0 529 780 4 0.470 ne 17.63 0 0 0 0 20 20 298 240 0 11D010011.78 0.390 ne 14.62 11.78 0 0 0 Vel 13AB-Oocs 0.258 se 9.67 5.44 0 0 0 0 135 120 1161 653 t-G 4A5-2ow 0.470 se 17.63 25.78 0 0 0 0 15 2 264 387 Vr/ 13A-5fcs 0.105 sw 3.94 2.00 0 0 0 0 0 0 0 0 '-G 1D-clow 0.570 sw 21.38 38.86 0 0 0 0 0 0 0 0 W 13A-5ots 0.125 sw 4.69 2.38 0 0 0 0 0 0 0 0 G 1D-c2ow 0.570 sw 21.38 41.73 0 0 0 0 0 0 0 0 -C 1D-c2ow 0.570 sw 21.38 41.73 0 0 0 0 0 0 0 0 13AB-Oocs 0.258 sw 9.67 5.44 0 0 0 0 0 0 0 0 IOB-w 0.600 sw 22.50 22.56 0 0 0 0 0 0 0 0 4A5-2ow 0.470 sw 17.63 25.78 0 0 0 0 0 0 0 0 V}l 13A-5fcs 0.105 nw 3.94 2.00 0 0 0 0 0 0 0 0 C 1 D-c2ow 0.570 nw 21.38 39.24 0 0 0 0 0 0 0 0 W 13AB-Oocs 0.258 nw 9.67 5.44 0 0 0 0 27 27 261 147 C 16B-19ad 0.049 - 1.84 2.63 0 0 0 0 345 345 634 908 C 16B-30ad 0.032 - 1.20 1.72 124 124 149 213 0 0 0 0 F 22A-tpl 0.989 - 37.09 0.00 124 13 482 0 345 44 1632 0 6 I c)AED excursionin -43 -50 Envelope loss/gain If 18131 12431 67311 4571 12 a) Infiltration 260 63 991 241 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 2073 1536 7723 4812 Less external load 0 0 0 0 0 0 0 0 Less transfer 42 344 11 92 14 Subtotal Redistribution 2115 1880 7734 4904 981 15 Duct loads 20% 20% 423 376 20% 20% 1547 281 884 I I TotalAirrequireroom d load( I I I 25781 2257 881 I I 92801 52 9I ctm) Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Sep-20 13:18:55 %w' 41 WrP'q~ ' Right-Suite®Univ ersal201717.0.10 RSU09479 Page 4 C:\Energy Sheet\Hardie Heating\Biondi\1343.rup Calc=MJ8 Front Door faces:NE • 4 wrightsoft Right-J® Worksheet Job: 'g Date: 9-20-2017 Entire House s : Plan: 1343 1 Room name Kitchen Breakfast 2 Exposed wall 15.0 ft 23.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 15.0 x 12.0 ft 11.0 x 12.0 ft 5 Room area 180.0 f l' 132.0 ft' I rr r Ty Construction U-value Or HTM Area (ft') Load Areaperimet) (ft) Load) I number (Bt uh/ft'-°FI (Bt I or perimeter (ft) ( ad) I Heat I Cool I Gross N/P/S Heat I Cool I Gross N/P/S Heat Cool 613A-5fcs 0.105 ne 3.94 2.00 0 0 0 0 0 0 0 0 L-GD 1Dcpow 0.570 ne 21.38 39.24 0 0 0 0 0 0 0 0 13AB Oocs 0.258 ne 9.67 5.44 0 0 0 0 0 1D-c2ow 0.570 ne 21.38 39.24 0 0 0 0 0 0 0 0 11 1 D clow 0.570 ne 21.38 39.24 0 0 0 0 0 0 0 0 4A5-2ow 0.470 ne 17.63 26.00 0 0 0 0 0 0 0 0 0 0 0 11D0 0.390 ne 14.62 11.78 0 0 0 0 0 0 0 0 \4/ 13AB-Oocs 0.258 se 9.67 5.44 0 0 0 0 108 78 755 425 L_ 4A5-2ow 0.470 se 17.63 25.78 0 0 0 0 30 4 529 773 Vf/ 13A-5fcs 0.105 sw 3.94 2.00 0 0 0 0 0 0 0 0 t-( 1D-c2ow 0.570 sw 21.38 38.86 0 0 0 0 0 0 0 0 VJ 13A-5oca 0.125 sw 4.69 2.38 0 0 0 0 0 0 0 0 -0 1D-c2ow 0.570 sw 21.38 41.73 0 0 0 0 0 0 0 0 -G 1D-c2ow 0.570 sw 21.38 41.73 0 0 0 0 0 0 0 0 VJ 13A8-Oocs 0.258 sw 9.67 5.44 135 135 1306 735 99 64 615 346 -G 10B-w 0.600 sw 22.50 22.56 0 0 0 0 20 0 459 460 -0 4A5-2ow 0.470 sw 17.63 25.78 0 0 0 0 15 2 264 387 Vj/ 13A-5fcs 0.105 nw 3.94 2.00 0 0 0 0 0 0 0 0 L-(3 1D-c2ow 0.570 nw 21.38 39.24 0 0 0 0 0 0 0 0 W 13AB-Oocs 0.258 nw 9.67 5.44 0 0 0 0 0 0 0 0 C 168-19ad 0.049 - 1.84 2.63 180 180 331 474 0 0 0 0 C 16B-30ad 0.032 - 1.20 1.72 0 0 0 0 132 132 158 227 F 22A-tpl 0.989 - 37.09 0.00 180 15 556 0 132 23 853 0 ED -197 -181 6 I Envelope loss/gain I 21931 10111 I 36341 24371 12 a) Infiltration 338 82 518 126 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants© 230 0 0 0 0 Appliances/other 1500 0 Subtotal(lines 6 to 13) 2531 2593 4152 2563 Less external load 0 0 0 0 0 0 Less transfer 20 180 0 00 Redistribution 2551 2754 4152 2563 14 Subtotal 15 Duct loads 20% 20% 510 551 20% 20°h 830 513 I I Total reqroomuired load(dm) I I I 306021 381 I I 4151 I 30191 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Sep-20 13:18:55 Wrlg171t50ft Right-Suite®Universal 2017 17.0.10 RSU09479 Page 5 .A ?..C:\Energy Sheet\Hardie Heating\Biondi\1343.rup Calc=MJ8 Front Door faces:NE • 1st Floor ...-4----,...—.)--, I I I I Bath 1 Bath; 0•4 41 cfm Breakfas Kitcher "' 51 cfm Bed - 4" D s•4 118 cfrr_ q 46 �� •128 cfm Hal ;.r 10 x 10 ■ �i16x16 Vis':75 .4mild 6 P. I... 93 cfm 044 93 cfm 6" 4E4 93 cfm �� F_+ i 113D x 10 1 044 88 cfm 444 102 cfm Family Roc Bed 1 Bed Job#: Scale: 1 : 87 Performed for: Page 1 BML Investments RightSuite®Universal 2017 745 Amberjack Ln 17.0.10 RSU09479 Atlantic Beach,Fl 32233 2017-Sep-20 13:21:07 ...t\Hardie Heating\Biondi\1343.rup Job: -Ii- wrightsoft Duct System Summary Date: 9-20-2017 Entire House By: Plan: 1343 Project Information For: BML Investments 745 Amberjack Ln,Atlantic Beach, Fl 32233 Heating Cooling External static pressure 0.25 in H2O 0.25 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.25 in H2O 0.25 in H2O Supply/return available pressure 0.196/0.054 in H2O 0.196/0.054 in H2O Lowest friction rate 0.100 in/100ft 0.100 in/100ft Actual air flow 875 cfm 875 cfm Total effective length(TEL) 144 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Eqv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln(ft) Trunk Bath 1 c 1301 47 51 0.100 4.0 Ox 0 VIFx 15.2 90.0 st2 Bath 2 c 1046 29 41 0.100 4.0 Ox 0 VIFx 16.6 90.0 st2 Bed 1 c 2257 77 88 0.100 6.0 Ox 0 VIFx 16.3 90.0 st2 Bed 2 c 2632 100 102 0.100 6.0 Ox 0 VIFx 20.1 90.0 st2 Bed 3 c 3032 98 118 0.100 6.0 Ox 0 VIFx 21.0 90.0 st2 Breakfast h 4982 151 119 0.100 6.0 Ox 0 VIFx 22.6 90.0 st1 Family Room h 3094 93 76 0.100 6.0 Ox 0 VIFx 19.2 90.0 st1 Family Room-A h 3094 93 76 0.100 6.0 Ox 0 VIFx 16.9 90.0 st1 Family Room-B h 3094 93 76 0.100 6.0 Ox 0 VIFx 22.8 90.0 st1 Kitchen c 3305 92 128 0.100 6.0 Ox 0 VIFx 17.8 90.0 st1 Supply Trunk Detail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 524 476 0.100 667 12.0 0 x 0 VinIFIx st2 Peak AVF 351 399 0.100 508 12.0 0 x 0 VinIFIx Bold/italic values have been manually overridden 2017-Sep-20 13:18:55 „`_ ^ 41- wrightsoft Right-Suite®Universal 2017 17.0.10 RSU09479 Page 1 }+.+t+ri C:\Energy Sheet\Hardie Heating\Biondh1343.ruP Calc=MJ8 Front Door faces:NE Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb1 Ox 0 875 875 31.0 0.080 627 16.0 Ox 0 VIFx 2017-Sep-2013:18:55 '�:'.� ' wrightsoft' Right-Suite®Universal 2017 17.0.10 RSU09479 Page 2 /fir C:\Energy Sheet\Hardie Heating\Biondi\1343.rup Calc=MJ8 Front Door races:NE FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 745 Amberjack Ln Permit Number: Atlantic Beach ,FL,32233 MANDATORY REQUIREMENTS See individual code sections for full details. O 401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level(EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law [Section 553.9085,Florida Statues]requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building.A copy of the EPL display card can be found in Appendix C. ❑ R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.The sealing methods between dissimilar materials shall allow for differential expansion and contraction. • R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1,as applicable to the method of construction. Where required by the code official,an approved third party shall inspect all components and verify compliance. ▪ R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2,and 3 air changes per hour in Climate Zones 3 through 8.Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statutes or individulas licensed as set forth in Section 489.105(3)(f),(g),or(i)or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures; 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures; 3. Interior doors,if installed at the time of the test,shall be open; 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling systems,if installed at the time of the test,shall be turned off;and 6.Supply and return registers,if installed at the time of the test,shall be fully open. O R402.4.2 Fireplaces.New wood-burning fireplaces shall have tight-fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakageWNindows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 Us/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 Us/m2),when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited,independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 Us)when tested in accordance with ASTM E 283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. • R403.1.1 Thermostat provision(Mandatory).At least one thermostat shall be provided for each separate heating and cooling system. • R403.1.3 Heat pump supplementary heat(Mandatory).Heat pumps having supplementary electric-resistance heat shall have controls that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. ❑ R403.2.2 Sealing(Mandatory)411 ducts,air handlers,and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers,shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post-construction or rough-in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either individuals as defined in Section 553.993(5)or(7), Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g),or(i),Florida Statutes,to be"substantially leak free"by either of the following: 1. Post-construction test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.All register boots shall be taped or otherwise sealed during the test. 2. Rough-in test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25Pa)across the system,including the manufacturer's air handler enclosure.All registers shall be taped or otherwise sealed during the test.If the air handler is not installed at the time of the test,total leakage shall be less than or equal to 3 cfm (85 Umin)per 100 square feet(9.29 m2)of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 9/20/2017 1:55 PM EnergyGauge®USA-v5.1- Section R405.4.1 Compliant Software Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) ❑ R403.2.3 Building Cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. ❑ R403.3 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C) or below 55°F(13°C)shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. ❑ R403.4.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. ❑ R403.4.3 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets.External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/2 inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. ❑ R403.4.4 Water heater efficiencies(Mandatory). O R403.4.4.1 Storage water heater temperature controls ▪ R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100°F to 140°F(38°C to 60°C). . R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water heating systems to be turned off. O R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. . R403.4.4.2.1 Solar water heating systems.Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors, and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol,Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal;and 2. Be installed at an orientation within 45 degrees of true south. ❑ R403.5 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code,Residential or Florida Building Code,Mechanical,as applicable,or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. ❑ R403.6 Heating and cooling equipment(Mandatory). The following sections are mandatory for cooling and heating equipment. O R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This code does not allow designer safety factors,provisions for future expansion or other factors which affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load,but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 9/20/2017 1:55 PM EnergyGauge®USA-v5.1 - -Section R405.4.1 Compliant Software Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity.(continued) The published value for AHRI total capacity is a nominal, rating-test value and shall not be used for equipment sizing.Manufacture's expanded performance data shall be used to select cooling-only equipment.This selection shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multi-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,in attached single-and multi-family units,the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity • R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. ▪ R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. • R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. ❑ R403.7 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. ❑ R403.8 Snow melt system controls(Mandatory). Snow and ice-melting systems, supplied through energy service to the building,shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F,and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. ❑ R403.9 Swimming pools,inground spas and portable spas(Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15.The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil-fired pool and spa heaters. All gas-and oil-fired pool and space heaters shall have a minimum • thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. ▪ R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically tum off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps.Heaters,pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site-recovered energy,such as a heat pump or solar energy source computed over an operating season. ❑ RR404.1 Lighting equipment(Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low-voltage lighting shall not be required to utilize high-efficacy lamps. O R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously buming pilot lights 0 R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19.Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space,R-10 is allowed. 9/20/2017 1:55 PM EnergyGauge®USA-v5.1 - -Section R405.4.1 Compliant Software Page 3 of 3 OFFICE COPY FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 97 The lower the EnergyPerformance Index, the more efficient the home. 745 Amberjack Ln, Atlantic Beach, FL, 32233 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=5.0 1346.00 ft2 b.N/A R= ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 3 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=30.0 1343.00 ft2 6. Conditioned floor area(ft2) 1343 b.Knee Wall(Vented) R=19.0 36.20 ft2 7. Windows" Description Area c.N/A R= ft2 a. U-Factor: Dbl,U=0.33 215.40 ft2 11.Ducts R ft2 a.Sup:Attic,Ret:Main,AH:Main 6 115 SHGC: SHGC=0.27 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 28.2 SEER:14.50 SHGC: d. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency a.Electric Heat Pump 28.2 HSPF:8.30 Area Weighted Average Overhang Depth: 1.349 ft. Area Weighted Average SHGC: 0.270 8. Floor Types Insulation Area 14.Hot water systems a.Electric Cap:50 gallons a.Slab-On-Grade Edge Insulation R=0.0 1343.00 ft2EF:0.96 b.N/A R= ft2 c.N/A R= ft2 b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building .•. >OEST•`•. Construction through the above energy saving features which will be installed (or exceeded) . iQ..:; TO.R in this home before final inspection. Otherwise, a new EPL Display Card will be completed a� ''� L ; A,`., based on installed Code compliant features. ,,,,,.;„ i 4`�,,�(DI e• ;xtBudder Signature Date: 2 pl 7 Address of New Home: 2 4As- APi1ze„.1--aJ,acj- LAS City/FL Zip: ATi4,,,--i-,c 2ei `� �.0 P-c 32233 *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 R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 9/20/2017 1:55 PM EnergyGauge®USA-v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 mime . MILumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. OFFICE COPY MiTek RE: 17-056278T- MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Project Name: al kekec Model: Lot/Block: Subdivision: Address: 745 amberjack In _—.— City: atlantic beach State: fl Name Address and License# of Structural Engineer of Record, If there is one, for the buildA. 2 1 2017 Name: License#: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.0 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 10 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Plon't7a andt�rufv -iul Ei iy; s. No. Seal# Truss Name Date iontigo & Associates, Inc. 1 T11426096 A01 6/22/17 Consulting Structural Engineers 2 T11426097 A02 6/22/17 O EXCEPTION TAKEN 0 MAKE CORRECTIONS NOTED 3 711426098 B01 6/22/17 0 REJECTED -SEE REMARKS 0 REVISE &RESUBMIT 4 T11426099 B02 6/22/17 5 T11426100 B03 6/22/17 Review is for the limited purpose of checking for conformance 6 T11426101 CO1 6/22/17 with the design concept and the information expressed in the 7 T11426102 G01 6/22/17 contract documents. No approval Is Implied for the accuracy or 8 T11426103 G02 6/22/17 completeness of details, quantities,dimensions,weights or 9 T11426104 H01 6/22/17 gauges, fabrication processes,construction means or methods. coordination of the work with other trades or construction safely 10 T11426105 H02 6/22/17 precautions, all of which are the sole responsibility of the Contractor. The Contractor is responsible for dimensions to be confirmed and correlated at the site. Review of a specific item shall not Include a review of the entire assembly of which the item is a component. Review of re-submission will cover only designated changes on the submittal and other changes clearly identified by the Contractor. BY: �1\ Date: 1i t 11 The truss drawing(s)referenced above have been prepared by MiTek got PEL S. Miie USA Inc. under m direct su ervision based on the arameters %, G ,9,.._,�' provided by TrussMart Building Compts, LLC. Truss Design Engineer's Name: Magid, Michael *• • 53681 My license renewal date for the state of Florida is February 28, 2019. 0 . IMPORTANT NOTE:The seal on these truss component designs is a certification :' 11:1:::E O .'�/�that the engineer named is licensed in the jurisdiction(s)identified and that the ,designs comply with ANSI/TPI 1. These designs are based upon parameters '1R k O •P \ •shown(e.g.,loads,supports,dimensions,shapes and design codes),which were ' S • • N•Nfileen to referenlTek.ce pun osepyct and was nt tkecific en Tinto acccounion included ls for t in the ITk of rs 11 Al �� purpose only, preparation these designs. MiTek has not independently verified the applicability of the design Michael S.Magid PE No.53681 parameters or the designs for any particular building. Before use,the building designer MiTek USA,Inc.FL Cert 6634 should verify applicability of design parameters and properly incorporate these designs 6904 Parke East Blvd.Tampa FL 33610 into the overall building design per ANSI/TPI 1,Chapter 2. Date: June 22,2017 Magid,Michael 1 of 1 Job Truss Truss Type Qty Ply T11426096 17-056278T A01 Roof Special 6 1 Job Reference(optional) BMC, MARTINSBURG,WV 25401 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Jun 22 07:43:08 2017 Page 1 ID:w29JGtpSaVdpQdWdA6fEKTz8_uq-MfYf57J7g742UEBQTh?eDjnYnLOnD1 GExICZZUz3oIX I -1-6-0 I 6-7-0 I 12-5-14 I 18-4-8 I 24-11-12 1-6-0 6-7-0 5-10-14 5-10-10 6-7-4 Scale=1:44.6 4x5 = 4 5.00 12 11 12 3x4 % 3x4 3 :VIIIIIIII ,5 86x8 = Ill tg 10 7 2 2x4 I I 2x4 II 6 RsJ 42.,' I4 i 4 limo 3.00 12 d 3x8% 3x8 I 6-7-0 I 12-6-0 I 18-4-8 I 24-11-12 6-7-0 5-11-0 5-10-8 6-7-4 Plate Offsets(X,Y)— [2:0-3-13.0-1-81.16:0-1-10,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.36 7-8 >811 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.85 Vert(TL) -0.94 7-8 >314 180 BCLL 0.0 * Rep Stress Incr YES WB 0.79 Horz(TL) 0.62 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:104 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 4-6:2x4 SP 2400F 2.0E or 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 6=979/Mechanical,2=1097/0-8-0 Max Horz 2=76(LC 11) Max Uplift 6=-57(LC 12),2=-120(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3994/384,3-4=-2988/270,4-5=-3000/283,5-6=-4151/420 BOT CHORD 2-9=-308/3684,8-9=-310/3689,7-8=-335/3868,6-7=-334/3865 WEBS 3-9=0/252,3-8=-976/189,4-8=-82/1904,5-8=-1129/215,5-7=0/263 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=6.Opsf;BCDL=6.0psf;h=25ft;B=45ft;L=25ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 12-5-14,Exterior(2)12-5-14 to 15-5-14 zone;cantilever left and right exposed;end vertical left and right exposed;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. 4)*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 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb) 2=120. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. (+) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies -- Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M#-7473 rev.10/03/2015 BEFORE USE. -- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 36610 Job Truss Truss Type Qty Ply T11426097 17-056278T A02 Common Supported Gable 1 1 'Job Reference(optional) BMC, MARTINSBURG,WV 25401 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Jun 22 07:43:10 2017 Page 1 I D:w29JGtpSa VdpQdWdA6fEKTz8_uq-J2gPWoLOM kKIjYLpa61618s2i9Jth7DXP3hfdNz3ol V -1-6-0 I 12-5-14 I 24-11-12 1-6-0 12-5-14 12-5-14 Scale=1:44.1 PER ICC CODES(IRC/IBC),TPI 1 AND REFERENCED BCSI, FLAT BOTTOM CHORD GABLE TRUSSES ARE NOT TO BE 4x5 = INSTALLED ADJACENT TO SCISSOR TRUSSES.TYPICAL FOR ALL APPLICABLE TRUSS DESIGNS IN THIS JOB. 8 n 7 9 5.00 12 28 29 6 10 5 ' 11 4 ' ' 12 3 ' ' 30 13 27 14 2 3x4 = 26 25 24 23 22 21 20 19 18 17 16 15 3x4 = 3x4 24-11-12 24-11-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.00 1 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.05 Vert(TL) -0.01 1 n/r 120 BCLL 0.0 * Rep Stress!nor YES WB 0.06 Horz(TL) 0.00 14 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:125 lb 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 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 24-11-12. (Ib)- Max Horz 2=76(LC 11) Max Uplift All uplift 100 lb or less at joint(s)2,21,23,24,25,19,18,17,16,15 Max Gray All reactions 250 lb or less at joint(s)14,2,20,21,23,24,25,26,19,18,17,16,15 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 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=6.0psf;BCDL=6.0psf;h=25ft;B=45ft;L=25ft;eave=2ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)-1-6-0 to 1-6-0,Exterior(2)1-6-0 to 12-5-14,Comer(3)12-5-14 to 15-5-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'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 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,21,23,24,25, 19,18,17,16,15. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies -- Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 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,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPM Quality Criteria,DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T11426098 17-056278T B01 Common Structural Gable 1 1 Job Reference(optional) BMC, MARTINSBURG,WV 25401 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Jun 22 07:43:10 2017 Page 1 ID:w29JGtpSaVdpQd WdA6fEKTz8uq-J2gP WoLOMkKIjYLpa61618sua9Cih6CXP3hfd Nz3ol V -1-6-0 j 7-11-12 I 15-11-8 I 17-5-8 j 1-6-0 7-11-12 7-11-12 1-6-0 Scale=1:30.4 5x6 = 3 5.00 12 17 • 18 (41 19 2 / 4 ` 5 I� 3x6= 3x6 = 10 9 8 7 6 7-11-12 11-3-0 15-11-8 7-11-12 3-3-4 4-8-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL) -0.03 4-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.51 Vert(TL) -0.06 4-6 >943 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:70 lb 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 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 11-3-0 except(jt=length)4=0-3-8,6=0-3-8. (Ib)- Max Harz 2=51(LC 11) Max Uplift All uplift 100 lb or less at joint(s)2,8,9,7 except 4=-101(LC 12) Max Gray All reactions 250 lb or less at joint(s)9,10,7,6 except 2=323(LC 1),4=347(LC 22),8=512(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 3-8=-436/135 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 7-11-12,Exterior(2)7-11-12 to 10-11-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable studs spaced at 2-0-0 oc. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,8,9,7 except (jt=lb)4=101. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 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,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual buss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. ! Tampa,FL.36610 Job Truss Truss Type Qty Ply T11426099 17-056278T B02 Common 1 1 Job Reference(optional) BMC, MARTINSBURG,WV 25401 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Jun 22 07:43:11 2017 Page 1 I D:w29JGtpSaVdpQd WdA6fEKTz8_uq-n EEnk8M072ScLhw?8pYLrM PO4YZCQW EgejQD9pz3oI U 7-11-121 15-11-8 17-5-8 7-11-12 7-11-12 1-6-0 Scale=1:28.5 5x6 = 2 5.00 12 8 9 7 CI 10 1 3 O `. 4 Io 64111' 2x4ii 3x4 = 5 3x4 = 2x4\\ 5-9-6 I 10-11-0 1 15-11-8 5-9-6 5-1-10 5-0-8 Plate Offsets(X,Y)-- [1:0-2-0,Edgel,[3:0-0-10,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL) -0.03 1-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.42 Vert(TL) -0.10 1-6 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.26 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:64 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=428/0-8-0,3=304/0-3-8,5=605/0-8-0 Max Horz 1=-52(LC 10) Max Uplift 1=-38(LC 12),3=-102(LC 12) Max Gray 1=428(LC 1),3=318(LC 22),5=605(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-563/99 BOT CHORD 1-6=0/436,5-6=-36/342 WEBS 2-6=0/291,2-5=-618/115 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-4-0 to 3-4-0,Interior(1)3-4-0 to 7-11-12,Exterior(2)7-11-12 to 10-11-12 zone;cantilever left and right exposed;end vertical left and right exposed;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. 4)'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 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) 3=102. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 mc.10/03/2015 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,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTP11 Quality Criteria,DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 36610 Job Truss Truss Type Qty Ply T11426100 17-056278T B03 Common Girder 1 Job Reference(optional) BMC, MARTINSBURG,WV 25401 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Jun 22 07:43:12 2017 Page 1 I D:w29JGtpSaVdpQd WdA6fEKTz8_uq-FQo9xUMeuMbTyrVCi W 3a NZxLgysg9rOpsNAmi Fz3olT 4-6-3 7-11-12 11-5-5 15-11-8 i 17-5-8 4-6-3 3-5-9 3-5-9 4-6-3 1-6-0 Scale=1:28.7 5x6 = 3 5.00 12 2x4 \\ 2x4 // 2 4 5 CI 6aft Io Z 9 10 8 11 12 � 3x4 = 8x8 = 13 7 304 = 3x4 = THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 5-11-13 ( 10-11-0 15-11-8 5-11-13 4-11-3 5-0-8 Plate Offsets(X,Y)— [5:0-2-9,Edgel.18:0-4-0.0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft LJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.06 1-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.53 Vert(TL) -0.15 1-8 >873 180 BCLL 0.0 * Rep Stress Incr NO WB 0.78 Horz(TL) 0.01 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:165 lb 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 2x6 SP 2400F 2.0E or 2x6 SP SS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=2444/0-8-0,5=-169/0-3-8,7=4818/0-8-0 Max Horz 1=-52(LC 23) Max Uplift 1=-172(LC 8),5=-330(LC 17),7=-330(LC 8) Max Gray 1=2444(LC 1),5=201(LC 14),7=4818(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3781/296,2-3=-3630/285,3-4=-29/813,4-5=-56/752 BOT CHORD 1-8=-209/3442,7-8=-32/1351,5-7=-677/99 WEBS 3-8=-248/3766,3-7=-3104/219 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf 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. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=172,5=330,7=330. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)959 lb down and 77 lb up at 2-0-12,959 lb down and 77 lb up at 4-0-12,959 lb down and 77 lb up at 6-0-12,959 lb down and 77 lb up at 8-0-12,and 959 lb down and 77 lb up at 10-0-12,and 959 lb down and 77 lb up at 10-6-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. Printed copies of this document are LOAD CASE(S) Standard not considered signed and sealed and 1)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 the signature must be verified on Uniform Loads(pIf) any electronic copies Vert:1-3=-60,3-6=-60,1-5=-20 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 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,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 111426100 17-056278T B03 Common Girder 1 Job Reference(optional) BMC, MARTINSBURG,WV 25401 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Jun 22 07:43:12 2017 Page 2 I D:w29J GtpSaVdpQd W dA6fEKTz8_uq-FQo9xU MeuMbTyrVCi W3aNzxLgysg9rOpsNAmiFz3oIT LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:8=-959(B)9=-959(B)10=-959(B)11=-959(B)12=-959(B)13=-959(B) Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 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,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent bucklingMiTek of individual truss web and/or chord members only. Additional temporary and permanent bracing w iTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T11426101 17-056278T CO1 Common Supported Gable 1 1 Job Reference(optional) BMC, MARTINSBURG,WV 25401 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Jun 22 07:43:13 2017 Page 1 ID:w29JGtpSaVdpQd WdA6fEKTz8_uq-jdMY8q NGffj Ka?3OFEapwn UX?MKKuUXz51 vKEiz3olS -1-6-0 2-6-0 5-0-0 6-6-0 1-6-0 2-6-0 2-6-0 1-6-0 Scale=1:15.1 4x5= 3 2 5.00 12 9 8 4 1 10 7 6 2x4 = 2x4 II 2x4 = 5-0-0 I 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.01 5 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.06 Vert(TL) -0.02 5 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 2=212/5-0-0,4=212/5-0-0,6=156/5-0-0 Max Horz 2=-21(LC 10) Max Uplift 2=-80(LC 12),4=-80(LC 12) Max Gray 2=212(LC 1),4=212(LC 1),6=156(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)-1-6-0 to 1-6-0,Exterior(2)1-6-0 to 2-6-0,Corner(3)2-6-0 to 5-6-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,4. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,4. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2015 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,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the '•, v fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPI1 Quality Criteria,058.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 36610 Job Truss Truss Type Qty Ply T11426102 17-056278T GO1 Common 13 1 Job Reference(optional) BMC, MARTINSBURG,WV 25401 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Jun 22 07:43:13 2017 Page 1 ID:w29JGtpSa VdpQd WdA6fE KTz8_uq-jd MY8q NGffjKa?30FEapwnUTIM8AuR6z51 vKE iz3olS I -1-6-0 I 6-6-13 I 12-5-14 I 18-4-15 I 24-11-11 ___ _16-5-12 1-6-0 6-6-13 5-11-1 5-11-1 6-6-13 1-6-1 Scale=1:44.9 4x5 = 4 5.00 FIT 12 13 13 2.4 \\ 2.4 // 3 5 4, 11 14 2 6 01 to ►yam It 0. 10 9 8 t�� 3x4 = 3x4= 3x4= 3x4= 3x4 = I 8-6-8 I 16-5-4 I 24-11-11 8-6-8 7-10-11 8-6-8 Plate Offsets(X,Y)— [6:0-0-0.0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.14 2-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.78 Vert(TL) -0.39 2-10 >757 180 BCLL 0.0 * Rep Stress Incr YES WB 0.24 Horz(TL) 0.07 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:111 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1082/0-8-0,6=1083/0-8-0 Max Horz 2=-75(LC 10) Max Uplift 2=-117(LC 12),6=-117(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1884/224,3-4=-1653/214,4-5=-1652/214,5-6=-1884/224 BOT CHORD 2-10=-120/1661,8-10=-25/1119,6-8=-136/1660 WEBS 4-8=-29/573,5-8=-357/154,4-10=-30/574,3-10=-358/155 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;B=45ft;L=25ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 12-5-14,Exterior(2)12-5-14 to 15-5-14 zone;cantilever left and right exposed;end vertical left and right exposed;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. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=117,6=117. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies -- Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 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,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 36610 Job Truss Truss Type Qty Ply T11426103 17-056278T G02 Common Supported Gable 1 1 Job Reference(optional.) BMC, MARTINSBURG,WV 25401 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Jun 22 07:43:14 2017 Page 1 I D:w29JGtpSaVdpQd W dA6fEKTz8_uq-BpvwMAOuQzrBC9eapx62S_OjhmgrdxC6Khftm8z3ol R I -1-6-0 1 12-5-14 I 24-11-11 126-5-12 I 1-6-0 12-5-14 12-5-13 1-6-1 Scale=1:44.9 4x5= 8 3 7 9 5.00 12 29 30 6 10 • • • • 5 • 11 4 ` ` 12 • 13 28 • 31 g1 ms' s' --.,,.—. .T _- I� 'a'-----, 5 ii 3x4 = 27 28 25 24 23 22 21 20 19 18 17 16 3z4 3x4 = 24-11-11 24-11-11 Plate Offsets(X.Y)-- 114:0-0-0,0-0-Oj LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.01 15 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(TL) -0.01 15 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 14 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:127 lb 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 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 24-11-11. (Ib)- Max Horz 2=-75(LC 10) Max Uplift All uplift 100 lb or less at joint(s)2,22,24,25,26,20,19,18,17,14 Max Gray All reactions 250 lb or less at joint(s)2,21,22,24,25,26,27,20,19,18,17,16,14 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 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=6.Opsf;BCDL=6.0psf;h=25ft;B=45ft;L=25ft;eave=2ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-1-6-0 to 1-6-0,Exterior(2)1-6-0 to 12-5-14,Corner(3)12-5-14 to 15-5-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable studs spaced at 2-0-0 oc. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,22,24,25,26, 20,19,18,17,14. 9)n/a Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARN/NG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7173 rev.10/03/7015 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,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Milek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Pads East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply TI1426104 17-056278T H01 Scissor 4 1 Job Reference(optional) BMC, MARTINSBURG,WV 25401 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Jun 22 07:43:15 2017 Page 1 ID:w29JGtpSaVdpQdW dA6fEKTz8_uq-f?TIZW P W BHz2pJ DmNfdH?CZkkAgXMDRGYKOQIaz3oIQ 1 -1-6-0 1 6-7-0 1 12-5-14 1 18-4-8 1 24-11-11 126-5-12 1 1-6-0 6-7-0 5-10-14 5-10-10 6-7-3 1-6-1 Scale=1:45.6 4x5= 4 5.00 ITT 12 I 13 3x4 3x4 g .Fl: 5 �i 9 6x8 = I w 11 10 8 4 N 2 2x4 11 2x4 11 6 i 7 Iq iCrimi 3.00 12 072.7.41 3x8% 3x8 1 6-7-0 ( 12-6-0 ( 18-4-8 ( 24-11-11 I 6-7-0 5-11-0 5-10-8 6-7-3 Plate Offsets(X.Y)-- [2:0-1-10.Edgel.16:0-1-10.Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.77 Vert(LL) -0.35 8-9 >642 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.78 Vert(TL) -0.90 9-10 >323 180 BCLL 0.0 * Rep Stress Incr YES WB 0.76 Horz(TL) 0.60 6 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-S Weight:107 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1083/0-8-0,6=1082/0-7-11 Max Horz 2=-75(LC 10) Max Uplift 2=-117(LC 12),6=-116(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3919/316,3-4=-2904/225,4-5=-2914/214,5-6=-3936/334 BOT CHORD 2-10=-221/3614,9-10=-223/3619,8-9=-254/3637,6-8=-252/3632 WEBS 3-10=0/253,3-9=-983/196,4-9=-33/1837,5-9=-990/195,5-8=0/252 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;B=45ft;L=25ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 12-5-14,Exterior(2)12-5-14 to 15-5-14 zone;cantilever left and right exposed;end vertical left and right exposed;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. 4)'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 2-0-0 wide will fit between the bottom chord and any other members. 5)Bearing at joint(s)2,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=117,6=116. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Al NI WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 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,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/11.11 quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Tampa.FL 36610 Job Truss Truss Type Qty Ply T11426105 17-056278T H02 Scissor 3 1 Job Reference(optional) BMC, MARTINSBURG,WV 25401 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Jun 22 07:43:16 2017 Page 1 ID:w29JGtpSaVdpQdWdA6fEKTz8_uq-7C1gnsQ9ya5vRTozxM8WYP6vYZAN5fZPn_8_rOz3oIP -1-6-0 i 6-7-0 I 12-5-14 i 18-4-8 I 24-11-11 1-6-0 6-7-0 5-10-14 5-10-10 6-7-3 Scale=1:43.8 4x5 = 4 5.00 I12 11 12 3x4 3x4 3 ri v 1 6x8 = 13 10 g 7 6 2 2x4 II 2x4 I I ryt M" 3.00 12 3x8 3x8 6-7-0 12-6-0 18-4-8 24-11-11 6-7-0 5-11-0 5-10-8 6-7-3 Plate Offsets(X,Y)— [2:0-1-10.Edge].[6:0-1-10.Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.77 Vert(LL) -0.34 8-9 >851 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.81 Vert(TL) -0.89 8-9 >327 180 BCLL 0.0 * Rep Stress Ina YES WB 0.77 Horz(TL) 0.59 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-S Weight:104 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 4-6:2x4 SP 2400F 2.0E or 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=969/0-7-11,2=1087/0-8-0 Max Horz 2=76(LC 11) Max Uplift 6=-56(LC 12),2=-119(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3940/381,3-4=-2928/267,4-5=-2938/280,5-6=-3993/408 BOT CHORD 2-9=-307/3634,8-9=-310/3639,7-8=-323/3710,6-7=-322/3706 WEBS 3-9=0/253,3-8=-981/189,4-8=-79/1857,5-8=-1041/205,5-7=0/256 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;B=45ft;L=25ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 12-5-14,Exterior(2)12-5-14 to 15-5-14 zone;cantilever left and right exposed;end vertical left and right exposed;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. 4)*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 2-0-0 wide will fit between the bottom chord and any other members. 5)Bearing at joint(s)6,2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb) 2=119. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 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,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 36610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/; Center plate on joint unless x,y offsets are indicated. I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 (Drawings not to scale) Damage or Personal Injury WMDimensions are in ft-in-sixteenths. I Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,CHORDS 9 g,is always required. See BCSI. i. 2. Truss bracing must be designed by an engineer.For 0'116 4 wide truss spacing,individual lateral braces themselves p may require bracing,or altemative Tor I p bracing should be considered. ■_ O 3. Never exceed the design loading shown and never a0 �� stack materials on inadequately braced trusses. I— p 4. Provide copies of this truss design to the building C7-8 C6-7 CS-6 For 4 x 2 orientation,locate � designer,erection supervisor,property owner and plates 0 ',�' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907, ESR-2362, ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that , Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. II Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. *IMO reaction section indicates joint INEIN MINI number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. green or treated lumber may R 1a.Use of pose unacceptable _� environmental,health or performance risks.Consult with project engineer before use. Industry Standards: 11 ANSI/TP11: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone • . DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, M i Te k 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.10/03/2015 OFFICE COPY SEP 2 1 2017 PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA Project Name: .2 M L. /N 14:757-114 L p i S Permit # PS/9 -C2/Y S Project Address: 7lij 4-111-3612 J Ac K 4N. As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72,please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A.EXTERIOR DOORS I.Swinging )'j,4sd7sLIl4'' , 3 O� 22-03, Co, 2.Sliding 3.Sectional 4.Roll up 5.Automatic 6.Other B.WINDOWS 1.Single hung /4•TSac.11471'i- 3 Xs-o Z X 3v / 65. /Lo 2.Horizontal slider 3.Casement 4.Double hung 5.Fixed acne. M/417( 3 x 3 G la l 6.Awning 7.Pass-through 8.Projected 9.Mullion 10.Wind breaker 11.Dual action OFFICE COPY 12.Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C.PANEL WALL 1.Siding 2.Soffits PGL7(i.M Vj,i 7 L 1.ti/o 3.EIFS 4.Storefronts 5.Curtain walls 6.Wall louvers 7.Glass block 8.Membrane 9.Greenhouse 10.Synthetic stucco 1 I.Other D.ROOFING PRODUCTS 1.Asphalt shingles C4F 10124( 2.Underlayments `cc=Z"BuS7612 Ci/6ff 460/4 /off 3.Roofing fasteners 4.Nonstructural metal roof 5.Built-up roofing 6.Modified bitumen 7.Single ply roofmg 8.Roofing tiles 9.Roofing insulation 10.Waterproofing 11.Wood shingles/shakes 12.Roofing slate 13.Liquid applied roofing 14.Cement-adhesive coats 15.Roof tile adhesive 16.Spray applied polyurethane roof OFFICE COPY 17.Other Category/Subcategory Manufacturer Product Description imitation of Use State# Local# E.SHUTTERS 1.Accordion 2.Bahama 3.Storm panels 4.Colonial 5.Roll-up 6.Equipment 7.Other 2c70 S sm7 e 7,z4 `Ri76 ;- ✓c`/dr- (-7-43 F.STRUCTURAL COMPONENTS ReF S O,O (=-Z- 1. Wood connector/anchor i I f( r( /I 2.Truss plates / // r 1 I 3.Engineered lumber 4.Railing 5.Coolers-freezers 6.Concrete admixtures 7.Material 8.Insulation forms 9.Plastics 10.Deck-roof 11.Wall 12.Sheds 13.Other G.SKYLIGHTS 1.Skylight OFFICE COPY 2.Other Category/Subcategory Manufacturer Product Description imitation of Use State# Local# H.NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. (Contractor Name) (Print Name) i�=2'4 /-1. 73 toNbi, �1 rZ. (Signature)��/'� ✓ Company Name: tf/,ZN`4G�CG.-(�1 c-A,%O PS . Mailing Address: 1/2 2_2 (V 47 ', 6a1 . , City: J <C<OA/t/i G Lc-- State: kI Zip Code: 32 Z Telephone Number:( ) Fax Number:( ) Cell Phone Number:( *°Y) 2 ? 7 - 2 S76, 7 E-mail Address: 72---0 i'4( Give.-. eett