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30 Ardella Rd 2012 New Home �'Jv3 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 12-00001501 Date 10/25/12 Property Address . . . . . . 30 ARDELLA RD Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 75000 ---------------------------------------------------------------------------- Application desc new home ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BEACHES HABITAT BEACHES HABITAT 30 ARDELLA RD 1671 FRANCIS AVENUE ATLANTIC BEACH FL 322334306 ATLANTIC BEACH FL 32233 (904) 241-1222 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . SINGLE FAMILY DWELLING NEW Additional desc . . Permit Fee . . . . 380 . 00 Plan Check Fee 190 . 00 Issue Date . . . . Valuation . . . . 75000 Expiration Date . . 4/23/13 ---------------------------------------------------------------------------- Special Notes and Comments must obtain a demolition permit for the existing house prior to issuance of this permit to build a new sfd Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. Full right-of-way restoration, including sod, is required. Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE FOR AN APPROVED FINAL MECHANICAL A/C INSPECTION, A STICKER PERMIT IS�i'E5ZNITV&r.�b�NQN WT�AL�WTIT®F Y ;1'FIY BT LTO ATkE�ri�jtVY�HE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 12-00001501 Date 10/25/12 ---------------------------------------------------------------------------- Special Notes and Comments BEEN SEALED, A CERTIFICATION SHALL BE ON SIGHT FOR THE INSPECTOR STATING THAT THE A/C SYSTEM PASSED THE "AIR BLAST INSPECTION" FROM AND INDEPENDENT TESTING AGENCY. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 5 . 70 DEV REVIEW-SINGLE & 2-FAM 50 . 00 ENG REV RESIDENTIAL BLD 100 . 00 STATE DBPR SURCHARGE 5 . 70 UTIL REV PRE APP >3 HRS 50 . 00 ------------------------------------------ Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 380 . 00 380 . 00 . 00 . 00 Plan Check Total 190 . 00 190 . 00 . 00 . 00 Other Fee Total 211 .40 211 .40 . 00 . 00 Grand Total 781 .40 781 .40 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BuiLDiNG PER UT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach, FL 32233 Office (904)247-5826 Fax (904) 247-5845 fob Address: 3-D TY-RDOLL-,A 49, SZ Permit Number: /C� 5'a1 'legal Description La�- 13 VA.Lc VA. ff Qe. (Parcel# Floor'Area o q.i't— q. 't Taluation of Work$ 7S��, oo Proposed Work heated/cooled /l 13 non-heated/cooled 1 :lass of Work(circle one): ew Addition Alteration Repair Move Demolition poolispa window/door Tse of existing/proposed structure(s) (circle one): Commercial side f an existing structure,is a fire sprinkler system installed? (Circle one): es � N/A "lorida Product Approval# or multiple products use product approval form )escribe in detail the type of work to be performed: "'C,S:Xcu,, .roperty Owner Information: Fame: ck. H119-4. Address: s �J-t 'ity State_ ip _,'7'u-3) Phonerto -Mail or Fax#(Optional) ontractor Information: / ompany Name: 3,02-0-S."-) q I "&J C►�a..� ;'�-J�-. ) Qualifying A ent: ddress: /��/ 6t&msc.s .j-c City H, !��`-.;� State C- Z ffice Phone Job Site/Contact Number 3Zf_- ZL7_p Fax# ,FC4- IV/ . y3ro Late Certification/Registration# rchitect Name&Phone# agineer's Name&Phone# 21,ic7 r 77? - 4/on -e Simple Title Holder Name and Address onding Company Name and Address [ortgage Lender Name and Address plication is hereby made to obtain a permit to do the work and installations as indicated I certzfy that no work or installation has commenced prior to the ;uance ofa permit and that all woz kwz11 be performed to meet th�s,,a ndardsofallthisjurisdiction. Thispermit becomes null d void if workzs notcommenced withinix(6)montorifcoction orwork is suspended or abandoned for a penod of six6)months at any time after zQrk iscommed. I understand that separateperitbcured for Electrical Work,Plumbing,Signs, )Yells,Pools, urnaces,Boilers,Heaters, u and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CONMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR LMTROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF CONEWENCEMENT. !ere b certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this �e o71 work will be complied with whether specif ed herein or not. The granting of a permit does not presume to give authority to violate or cancel the gviszons of any other federal,state, or local law regulating construction or the performance of construction. gnature of Owner / Signature of Contractor JZO_,_ zgn;n�� int Name P �) 1C 1.,� Print Name ..................�,� 1 ........... } J ct.. ........................................... ................................_.........-................ vorn to and subscribed before me Sworn t and subscribed before me is�Dayof 0f�j�_ 201a_— this AIV Day of20(-'7 _ jOYCE M.FREEMAN Public ; W-0, JOYCE M.FREEMAN uhli i°: ;c': n1l)r I,L� . Notary Public-state of Florida0 _ Notary Public-State of Florida / �• rt �xprs n 10,2013c My Comm.Expires Jun 10,2013 "'•.'�OFF ? Commission#DD 897794I ,5.1 1 I I Commission#DD 897794 "'.1 �11111�� ,;010 DO NOT WRITE BELOW- OFFICE USE ONLY Applicable Codes: F ori a Building Code Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: Mof lo-IF-/2- Development Size Habitable Space 3 S.P Non-Habitable a S S�; Impervious area Radon/DCA/DBPR$ Miscellaneous Information Occupancy Group Type of Construction:'' Number of Stories Zoning District Cs Max. Occupancy Load Fire Sprinklers Required Flood Zone A4 Conditions/Comments: I r �; � NOT E O COT\�4EhCEMENT I�� , .�.�.�..�...... ��.�.:�.. ,: trey stale of_ Folio No. County of FILE COPY To Wbom 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 COA�NCE7\gNT. Legal Description of property being improved: A 7- 13 8 l u/L /Gr Address of property being unproved: 30 bo'�- l:x 496A D General description of improvements: Ili%sa p�: F;cic7�y5' f��a ic' l rd pie r5.-�� 6 fiA7L, OAe mer: I,eA er NI; 91T 7- f=<� /S�c��rr/J ni Address: /� ]% F��Hc�S /I ve /3 Y`L�r•7iz 13 1,1-, l� _7i23 Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: Contractor:l ,,&CA j' /jA&7,?T pc? gUu ,9H,Yf( Address: li�P TfAncrS AP2 .an7iG 8,,/;eA Pl• 32z33 Telephone No.: 9414/ 2y/ 1.22-2- Fax No: .7 fir/ 5'3iG' Surety (if any) Address: Amount of Bond S Telephone No: Fax No: Doc#2012199386,OR 8K 160741 Page 957, Name and address of any person making a loan for the construction of the in: Number Pages: 1 Recorded 09/14,2012 at 02'53 PM, Name: JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY Address: RECORDING$10.00 Phone No: Fax No: Name of person within the State of Florida, other tban himself; designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Own.-r's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement (the expiration date is one (l) year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OV.NER Q1 Signed. __ Date: '7//Y //Z- Before me s !�( day of S e/�Fern{�( in the Count;of Dural. State Of Ronda- has personally appeared ''olary Public at Large. Sute of Florida Counp of Duval. My commission expires: v erso no or WA I bah. Produced Identification: ES April 02,2016 �-01s9 eaa r —IW,� City of Atlantic Beach APPLICATION NUMBER Y� Building Department (To be assigned by the Building Department) i 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 /� E-mail: building-dept@coab_us Date routed: L� /AA City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM iProperty Address: �'� �f � � a. ent review required Yes No Applicant: �tj 1/26I?W &PIanning &Zonin n/ Tre mfni�strator Project: Public Works Public Utilities Pu is afety Fire Services y Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receiptof permit Verified By Date Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: El/Approved. [-]Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: 11n QDate: /U �/,� �Z TREE ADMIN. Second Review: ❑Approved as revised. Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07127!10 City of Atlantic Beach APPLICATION NUMBER y� Building Department (To be assigned by the Building Department) i 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: 4:A /� Cityweb-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM -)i / a. ent review required Yes No Property Address: , ildifl - Applicant: /—w /_ Planning&Zoning) /n� Tre dn_i[6i.trator Project: / L'�ZX) m �� "Public Works Public Utilities Pu is afety �j Fire Services Review flee $ _fAl•�d Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: pproved. []Denied. (Circle one.) Comments: Yok : /nWrr'6„/ 7J�,.,�,,,,2 C�1ya�sc�/��W (4� Ql�l Caei/ BUILDING �`�J VI'K% Ut-�Gf �.C� NNING &ZONING Reviewed by: Date: _'0 �1 REE ADMIN. ❑App Second Review: roved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07127110 �J Isl �SS CITY OF ATLANTIC BEACH PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH, FL 32233 (904) 270-2535 or(904)247-5874 NEW WATER/SEWER TAP REQUEST Date: /O/G"/Z Project Address: IRD AelJ611,4 No. of Units: Commercial Residential ✓ Multi-Family New Water Tap(s)&Meter(s) e' er—qg::�: Meter Size(s)3 New Irrigation Meter Upgrade Existing Meter from to (size) New Connection to City Sewer_ Name: Applicant Address: City: Atlantic Beach State: Zip: Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# /Z- 1,5W Water System Development Charge Y P Sewer System Development Charge $ Water Meter Only $ Water Meter Tap $ (notes) Sewer Tap $ Cross Connection $ Other $ TOTAL i APPROVED: �6 (Utility Dir ctor or Author" d Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED l ix IVE rs_Lv;y, City of Atlantic Beach, nr 2 2��2 APPLICATION NUMBER Building Department (To be assigned by the Building Department) j 800 Seminole Road Atlantic Beach. Florida 32233--6445 Phone(904)247-5826 • Fax(904)247-5845 �+ E-mail: building-dept@coab.us Date routed: L� / /A City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: < 14;e Di /xt' Pepartment review required- Yes No Applicant: rG� ��i�5 �/—,y % Planning&Zoni ng) >> Tre strator Project: /''/�",c) /1-Z)/7n f Public Works Public Utilities uis afety Fire Services Review flee $ Dept Signatur 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: APPLIgAfION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: '<C. TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. p g W6 Comments: LI UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07127110 �Eir�EL� rtLAJIJ ,. City of Atlantic Beach r APPLICATION NUMBER 2 Building Department a1z (To be assigned by the Building Department) 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 1 D;SSJ' E-mail: building-dept@coab.us L Date routed: Zz City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM I , . Property Address: �- �� /le �Cl� a. ent review required Yes No � _ ildifl Applicant: F_u OA'ES / % Planning&Zoning) Tre�.Administrator Project: /� �L�JIJ � Public Works Public Utilities Pu Ic afety 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. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: �y Z TREE ADMIN. Second Review: []Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07127/10 >> TREE & VEGETATION AFFIAI�/` s, City of Atlantic Beach Department of Community Development FILE CO P �~ Planning 9&Zoning Division r 800 Seminole Road Atlantic Beach, FL 32233 (P) 904 247-5800 (F) 904 247-5845 PERMIT# SECTION I-APPLICANT INFORMATION rVOwner(s) r Legal Authorized Agent* s NAME OF APPLICANT TCW) ro ICU— NAME e OF COMPANY Omale,5 Nlb '� F ADDRESS OF COMPANY 614C 04arN1C AVZh , f=J33 PHONE CELL r �} ?J L+- 7�EMAIL PEW IaO 6°adb 1(,c(/ a CONTRACTOR CERTIFICATION NUMBER ATLBCH BUSINESS TAX RECEIPT NUMBER r SECTION II-SITE INFORMATION STREET ADDRESS OF PROPERTY 30 Ordd)C? Ifon address has not been assigned to this property,contact the AB Building Department at (904)247-5826 to request an address. LEGAL DESCRIPTION 1h Ibf ML I U I L)()nPj_,5 gW ILG1 LOT BLOCK )( Q SUBDIVISION REAL ESTATE NUMBER LOT OR PARCEL SIZE: SQ FT AC RESIDENTIAL ✓ 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 1 have participated in a pre-application meeting with the Administrator of those regulations. Subsequently, 1 affirm that no regulated trees and no regulated vegetation will be damaged, destroyed and/or removed from the above-described or adjacent properties in conjunction with this project. SIGNATURE OF OWNtR J SIGNATURE OF OWNER Signed and sworn before me on this 3R21.day of P be a U 12,by State of F/ort'dc� Countyof 'Dayo—` Identification verified: Oath sworn: Fl-----Yes r No �g- NotArry Si nature � JOYCE M.FREEMAN My Commission expires: . z Notary Public-State of Florida D,4iliaffidovii v?G.8 :N, orc xpiresun 10,2013 Commisslon#DD 8977 40 Beaches [- F �. F C OPY7 �"ff Habitat for Humani lrY y October 2, 2012 0 D > Mr. Mike Jones OCT n Building Inspector 0 � By /. City of Atlantic Beach !,,' 800 Seminole Rd. Atlantic Beach, FL 32233 �1 20,1 Mike, Attached are the following materials in support of Beaches Habitat application for a building permit for 30 Ardella Road: 1) One (1) copy of the Building Permit Application 2) Two (2) copies of roof truss plans 3) Two (2) copies of HVAC Energy Sheets 4) Two (2) copies of the Florida Product Approval form 5) One (1) copy of recorded Notice of Commencement 6) One (1) copy of letter to Ms Kaluzniak regarding fire sprinkler& irrigation systems. 7) Five (5) copies of the Construction Management Plan 8) Two (2) copies of architectural plans 9) Two (2) copies of structural engineering plans 10)Five (5) copies of civil engineering plans Please let me know if any additional information is required. Thank you, Sincer y, Paul Finley Construction Manager 904.334.2278 attachments 1671 Francis Avenue,Atlantic Beach, FL 32233 • Office: (904) 241-1222 • Fax: (904) 241-4310 www.beacheshabitat.org a b b Oo --j O, (-Aw N �,'� O� 'A J- w N trJ 9CD �. �. 0 d G N O .d q d O d �. Cr1 p p `D a o C mo ° oGo ° 7d a* coo w C � C7 ° CD ft ate ° o C CD CA aCD a o Q w � a' '77 O 7 Cr O C CD 3 ° A CD UQ wCIO> o ta. ° a, a -h CD -� fD ° o n A'• CD 4t p p '� F C `\ d r' (D 0(p ,r 40 d n o 00 J 01 to W N - y O "0 00 J 01 Il W N °tJ poz � wz � cao . C) 4C) n � m � a :n (� r7n 0 0 o o o O O � -� r- 0 -06 o Z o ,, co 0 0 0 0 p o p — �; wo 0 CD a 0 c0 io 0 o CD 0 va C CD o < < 0 c0 0 o° 0 w a n CD o b o v� CD C a r ao � � z CD 0 0 O z 00 � c x 0 r z r a Vi Y, N W i r O d a xC7 Oil Nt�1 z ~ rIn r. x -C Q cn as0 CD o •� C �- o �- CD N C) ~� r �' C v' n a CA CD b o b 0 a r � CD � CL CD CL pr con oCD `t o CD cn as a. O z CSD CD CD CCD O n O a n cd a rN � r �Tl ITI � n d a EL CCD CD O C CD CD CD CD CD On CD CD CD �. eD aCD ° CD O ft c o CD o' d cn �• c. o yo C N a s °� 0 rn Gn ep cr .Q' CCD CDS. � cro CD cr o CD Cl, CD CD CD CD W "ll _N CD o -� wCD k CD w C Cl. .� CL CD n E ; ° O a a 0 CD cd o < CD a (cnD �� c F L cop IL E COPY - Ad03 DU JULIUS LEE PE. T. RE: 440228 - Beaches Habitat L 1109 COASTAL B#OLVD, Site Information: Project Customer: Habitat for Humanity- Beaches Project Name: 440228 Model: 3-Beg Lot/Block- Subdivision: :E ' Address: 30 Ardella Road � al State: Florida 01 Name Address and License#of Structural Engineer of Record, If there is one,for tho Name, Paine, Lawrence A., PE License#.- 21475 'ce, 1c: ullV) Address: 319 Oglethorpe Blvd. City: St. Augustine State: Florida CL z, General Truss Engineering Criteria & Design Loads (individual Truss Design Drawings So qw Special Lu ' FBC 2010/TPI 2007 Design Program: MiTek 20/20 7.3 n. -10 Wind Speed: 130 mph T-1 T 6 ASCE 7 Floor Load: N/A psf Thpackage is � /nommua/ oanao Truss u and � ui VVith my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this':-i�de)e-abeet > a, conforms to 61 G1 5-31.003, section 5 of the Florida Board of Professional Engineers Rules. 0 U W1 C This document processed per section 16G1 5-23.003 of the Florida Board of Professionals Rulbi In the event of changes from Builder or E.O.R. additional coversheets and drawings 0. *y"CoTpanify this coversheet. The latest approval dates supersede and replace the previous drawihgs. No.EfSeal# I Truss Name �Date 11 115929135 1 CJ01 19/18/0121 16 115929140 1 HJ01 19/18/0121 17 115929141 1 HJ02 19/18/012 18 115929142 1T01 19/18/012 19 115929143 1 T02 19/18/012 1 110 115929144 1 T03 19/18/0121 I'll 115929145 1 T04 19/18/012 112 115929146 1 T05 19/18/012 1 113 115929147 1 T06 19/18/012 J The truss drawing(s) above ~~ . ~~. S S ' Industries, Inc. under mydirect supervision based on the parameters ` provided byBuilders FirstSou, c(Jux). �� T/ussDesign Engineer's Name: Julius Lee — ��ylicense oncwuidam6nthe o��oyFlorida imfebnumy28.2O|J. v � 0OTE:Theseal onthese dnavvingsindicate acceptance of ~ professional engineering responsibility solely for the truss ^` components shown. The suitability and use ofthis component ` STATE OF . C, (` for any particular building is the responsibility of the building /////OW- designer, designer. perANS|/TP|'1 Chapter 2. '/ [)//// / //i i�*\omhor 18,2012 | of Jo|ioo ioo Job Truss Truss Type Qty Pty Beaches Habitat 15929138 440228 CJ02 Jack-Open Truss 8 1 Job Reference o bona Builders FirstSource, Jacksonville,FI 32244 7.350 is Jul 312012 MiTek Industries,Inc-Tue Sep 18 09:42:39 2012 Page 1 I D:i6gcZrl8SBtHbC I IhGMQgxzi DRg-xYXeVA?eUVJv9iwnDyaTu8E5Y VVG9pGaj4F WgSycR C -2 3-0-0 2-0.0 50-4.1.106 3 4N FIT 2 B1 M= Plate Offsets X Y: :0-6-6 0-0-4 LOADING(psf) SPACING 2-0-0 CSI DEFLin (loc) Udell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.31 Vert(LL) -0.01 4-7 >999 240 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.11 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TQ 0.00 2 n1a n/a BCDL 5.0 Code FBC2010/TP12007 (Matrix-M) Weight 12 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or taa0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed durin truss erection in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=40/Mechanical,2=197/0-3-8(min.0-1-8),4=12/Mechanical Max Harz 2=92(LC 8) Max Uptift3=-41(LC 8),2=-226(LC 8),4=-21(LC 9) Max Gray 3=48(LC 2),2=238(LC 2),4=32(LC 3) \\\\ \- `Q S•J� //// FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. eo TOPCHORD 2-3=-446/97 \ ENS�cBOTCHORD 2-4=-96/494NOTES (7-9) 34869 1)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;Cat.II;Exp C;End.,GCpi=0.18;MWFRS(envelopegable end zone and C-C Exterior(2)zone;porch left and right exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.602)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. W3)'This truss has been designed for a live bad 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. TATE OFW4)All bearings are assumed to be SP No.2 crushing capacity of 565 psi.5)Provide mechanical connection(by others)of Wss to bearing plate capable of withstanding 41 Ib uplift at joint 3,226 lb uplift at joint 2 and 21 Ib upli t at (ORIOPjoint 4. ......• 6)'Semi-rigid pitchbreaks induding heels"Member end fixity model was used in the analysis and design of this truss. S \ 7)This manufactured product is designed as an individual building component.The suitability and use of this component for any particular building is the /' /O N q� \\\\ responsibility of the building designer per ANSI TPI 1 as referenced by the building code. /////j j((\\\\ 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 9)Truss Design Engineer Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard September 18,2012 A WARNING-14-ifg design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mll-7473 BEFORE USE. Design valid fa use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,dehvwy.erection and bracing,consult ANSI/TPII Quality Criteria,DSI-89 and BCSI/Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison.WI 53719. Job Truss Truss Type Oty Py Beaches Habitat 15929138 440228 EJ01 Jack-Partial Truss 7 1 JOD Reference o Bona Builders FirstSource, Jacksonville,FI 32244 7.350 s Jul 31 2012 MiTek Industries,Inc.Tue Sep 18 09:42:41 2012 Page 1 ID:i6gcZd8SBtHbCIIhGMQgxziDRg-twFPwrOuO6ZdPO39LNcxzZJPsl85djmtAOkdlLycRC -2—" 7-0-0 2-D-D 7-0-0 eoY"1:1]5 3 100 F2— TI 2 Or• Plate Offsets X :0-D-10 Ed e LOADING(psi) SPACING 2-0-0 CSI DEFL in (loc) I/deo Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) 0.07 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.11 4-7 >752 180 BCLL 0.0' Rep Stress Ina YES WB 0.00 Horz(TL) 0.01 2 Na n/a BCDL 5.0 Code FBC201QfTP120O7 (Matrix-M) Weight 25 Ib FT=20 LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed Burin truss erection in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=112/Mechanical,2=320/0-3-8(min.0-1-8),4=33/Mechanical Max Horz 2=112(LC 8) 1/ Max Uplifl3=72(LC 12),2=160(LC 8) Max Grav 3=137(LC 2),2=3B3(LC 2),4=79(LC 3) / FORCES (ib)-Max.Comp./Max.Ten.-AB forces 250(lb)or less except when shown. J�' CEN •'<� TOP CHORD 2-3=-1171/506 BOT CHORD 2-4=-705/1364 i NOTES (7-9) = * 34869 1)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ff;Cat.ll;Exp C;End.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load noncencurrenl with any other live loads. 3)•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. �_ :•��\ 4)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. STATE OF 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 72 Ib uplift at joint 3 and 160 lb uplift at joint 2. _ 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ••.FC O RID P •• his\ 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the (� •.,-- •,. v responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 9)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869 Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard September 18,2012 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NII-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is bored any upon paometers shown,and is for on individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector.Addtional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 109 Coastal Bay fabrication.quality control,storage,delivery.erection and bracing,consult ANSI/TPII Quality Crffeda,DSB-89 and BCSII Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onoflio Drive,Madison.WI 53719. Job Truss Tusss Type Q[y Ply Beaches Habit 5929140 440228 HJO1 Jack-Padial Truss 2 1 Job Reference o Bona Builders FirstSource, Jacksomiile,A 32244 7.350 s Jul 31 2012 MTek Industries,Inc.Tue Sep 18 09:42:43 2012 Page 1 I D:i6gcZrIBSBtHbCI IhGMQgxziD Rg-gJn9LX28YkpKeKDYSoe P3_Pi86OU5YhAehDkpEyCRC D-0-0 -2-9-15 5.4-12 9-10.13 2.9-15 5 _I2 4-6-t -9-10.13 sm 12 p1�r 283 FT 9 11 Ti WI � LJ 1J 1�11 14 4 h!= 5 5-4-12 9-9-11 5.412 4-415 1 Plate Offsets X :0-0-5 Ed e LOADING(psf) SPACING 2-0-o CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.59 Vert(LL) 0.07 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.41 Vert(TL) -0.08 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(TL) 0.01 5 Na Na BCDL 5.0 Code FBC20107TPI2007 (Matrix-M) Weight:42 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-9 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed durin truss erection in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4--102/Mechanical,2=436/0-4-15(min.0.1$),5=210/Mechanical Max Horz 2=157(LC 4) Max Uplift4=-106(LC 4),2=-414(LC 4),5=-206(LC 8) Max Grav4=125(LC 2),2=521(LC 2),5=243(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-11=-777/598,3-11=-7321602 J \CENSE ' BOT CHORD 2-13=11601734,7-13=-660/734,7-14=-660/734,6-14=-66W734 •• •• i WEBS 3-6=-768/690 NOTES (crit) _ * 34869 1)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=188;Cat.11;Exp C;Enct.,GCpi=0.18;MWFRS(envelope) — gable end zone;Lumber DOL=1.60 plate grip DOL=1.60 — k.L _ 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. W= 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the U�1J_/\ bottom chord and any other members. STATE OF 4)All bearings are assumed to be SP N0.2 crushing capacity of 565 psi. _ 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 106 lb uplift at joint 4,414 Ib uplift at joint 2 and 206 Ib uplift FC ORiD P' •• \ at joint 5. ••., _ _\� 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5 Ib down and 41 lb up at 4-311,5 lb down and 41 Ib up at 4-311,and 41 Ib down and 81 lb up at 7-1-10,and 41 Ib down and 81 Ib up at 7-1-10 on lop chord,and 2 lb down and 31 lb up at 4311,2 Ib down and 31 lb up at 4-311,and 26 lb down and 46 lb up at 7-1-10,and 26 Ib down and 46 Ib up at 7-1-10 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 10)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 11)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard 1)Regular.Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14=44,5-8=-10 Concentrated Loads Qb) Vert:11=8(F=4,B=4)12=-67(F=-33,B=-33)13=4(F=-2,B=-2)14=-28(F=-14,B=-14) September 18,2012 A WA ILYING-V.ri fig design pnramrters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MH-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction m the responsibility of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/71`I1 Quality Criteria,DSB-89 and BCSII Building Component Boynton Beach,FL 33435 SafetyInformation available from Truss Plate Institute,583 D'Onofrio Drive,Madison.WI 53719. Job Truss Truss TypeQty Pty Beaches Habitat 15929142 440228 TO1 Hip True 1 1 Job Reference o bona Builders FirstSource, Jacksonville,Fl 32244 7.350 s Jul 31 2012 MiTek Industries,Inc.Tue Sep 18 09:42:47 2012 Page/ ID:i6gc7il8SBtHbCIIhGMQgxziDRg44OgAv5fcyJm7xXJhejLDgZQDj931 LHIZJBxy?ycRC z o o 7-0-0 I s o se o o zs o-0 27-0-0 z-0 0 7-0-0 s s o 5 s o 2-0-0 3nM"1.455 Sri= bs II 5•B= 18 19 111 31 4.00 s zz 1 C 1 d a e n za 'o 9 14 3M_ q4 II Sx8= 5>6 Ne= b0 II M= 7-0-0 1z s o 18-D-0 25-0-0 7-0-0 5 s o 5-6-0 7-0-0 Plate Offsets x 3:0-5-4.0-2-81,5:0-5 0-2-6 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) 0.29 10 >999 240 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.43 Vert(TL) -0.51 8-10 >587 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.45 Hoa(TL) 0.12 6 Na Na BCDL 5.0 Code FBC2010/TPI2007 (Matrix-M) Weight:109 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SYP M 31 TOP CHORD Structural wood sheathing directly applied or 3-410 oc purlins. BOT CHORD 2x4 SYP M 31 BOT CHORD Rigid ceiling directly applied or 6-1-15 oc bracing. WEBS 20 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed OTHERS 2x4 SP No.3 Burin truss erection in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1341/0-3-8(min.0-1-14).6--1341/0-3-8(min.0-1-14) ) \``,)) I)),///// Max Upl ft2=740(LC4),6=740(LC 5) \\ G \v� Max Grev2=1592(LC 2),6=1592(LC 2) \\\\� `•'•K //jai FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. \ \G i TOP CHORD 2-3=-3787/1741,3-18=-4461/1980,18-19=-4461/1980,4-19=4461/1980,4 =-4 20461/1980, �J,•' ENgF'•.��\ / 20-21=-4461/1980,5-21=-4461/1980,5-6=-3788/1741 BOT CHORD 2-11=-1601/3533,11-22=-1610/3552,22-23=-1610/3552,10-23=-1610/3552,9-10=-1574/3552, 34869 '•'�C 9-24=-1574/3552,8-24=-1574/3552,6-8=-1566/3533 WEBS 3-11=-141/448,3-10=-36311099,4-10=-643/330,5-10=-363/1098,5-8=-141/449 ry NOTES (11-13) CU 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;Cat.ll;Exp C;End.,GCpi=0.18;MWFRS(envelope); Lumber DOL--1.60 plate grip DOL=1.60 STATE OF 3)Provide adequate drainage to prevent water ponding. ,FC GRID P •• •�`�\ 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •,, ••. \ 5)•This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas wherea rectangle 3-8-0 tall by 2-0-0 wide will fit between the ✓/�s/ ! \\\ bottom chord and any other members. // O 1 yA'�� 6)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. / 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 740 lb uplift at joint 2 and 740 Ib uplift at joint 6. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)154 Ib down and 191 Ib up at 7-0-0,83 Ib down and 79 Ib up at 9-012,83 Ib down and 79 Ib up at 11-0-12,83 Ib down and 79 Ib up at 12-6-0,83 Ib down and 79 Ib up at 13-11-4,and 83 Ib down and 79 Ib up at 15-11-4,and 154 Ib down and 191 Ib up at 18-00 on top chord,and 258 Ib down and 209 Ib up at 7-0-0,49 lb down at 9-012,49 Ib down at 11-0-12,49 lb down at 12-6-0,49 Ib down at 13-11-4,and 49 lb down at 15-11-4,and 258 Ib down and 209 lb up at 17-114 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 11)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 12)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 13)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard September 18,2012 NAF-VING-Verify design parameters and READ NOTES ON THIS AND INCLUDED IIBTER REFERENCE PAGE MU-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design poromenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown k for lateral support of individual web members only.Additional temporary bracing to insure stability during construction B the responsibillity of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Boy fabrication.quality control,storage.del'ery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSII Building Component Boynton Beoch,FL 33435 Safety Information available from Truss Rate Institute,583 D'Onotrio Drive,Madison.WI 53719. Job Truss Thus Type Qty 440228 Pty Beaches Habitat 15929143 T02 Hip Truss 1 t Job Reference o tions Builders FirstSource, Jacksonville,FI 32244 7.350 s Jul 312012 MiTek Industries,Inc.Tue Sep 18 09:42:49 2012 Page 1 ID:i6gr-Zd8SBtHbCI IhGMQgxziDRg-eT8Qba6v7aZUMFhip3lplFfnBXo?VJ920dg21 tycRC -2-0-o 5-515 9-0-0 16-0-0 19-6-1 250-0 �z7-40 2-0-0 SSiS 3Fr1 7-0-0 3S1 SS75 2-0-0 Sob=14e5 M NS= 5 �QlF2_ b4 b4 i 3 2 ' LIJ 8 i 10 0 3.4= ars= 9-0-0 16-0-0 250-0 9-0-0 7-0-0 9-0-0 Plate Offsets x [5:0-5-4,0-2-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.81 Vert(LL) 0.17 9-11 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.60 Vert(TL) -0.26 9-14 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.17 HOR(TQ 0.07 7 Na Na BCDL 5.0 Code FBC2010/TPI2007 (Matrix-M) Weight:113 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pur ins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-10 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed Burin truss erection in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 7=765/0-3-8(min.0-1-8),2=765/0-3-8(min.0-1-6) Max Harz 2=48(LC 8) Max Uplift7=-315(LC 9),2=-315(LC 8) Max Grav 7=911(LC 2),2=910(LC 2) \\\\ `-\�`C Q• //// J v / FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. IV TOP CHORD 2-3=-190711106,34=-1636/940,4-5=-1551/927.5-6=-1635/940,6-7=-1905/1106 �V,•• \GENS,,• /� BOT CHORD 2-11=-93911782,70-11=-734/1552,9-10---73411552,7-9=-950/1802 WEBS 3-11=-287/242,4-11=-55/253,59=-571253,6-9=-2861242 NOTES (g11) 34869 1)Unbalanced roof live loads have been considered for this design. nry/ 2)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=18R;Cat.11;Exp C;End.,GCpi=0.18;MWFRS(envelope) — LL and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 0� W 3)Provide adequate drainage to prevent water ponding. `C/f a.z- 4) 4)This truss has been designed for a 10.0 psf bottom ce chord live load nonncurrent with any other live loads. STATE OF 5)•This truss has been designed for a live bad 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. ••,•ICL QR'p P , 6)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. ••.-,,,.• ` �� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 315 Ib uplift at joint 7 and 315 Ib uplift at joint 2. /// / ` •�\\\ 8)"Semi-rigid pitchbreaks inducting heels"Member end fixity model was used in the analysis and design of this truss. A V \\\ 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 10)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 11)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard September 18,2012 A WARY/NG-tienjy design parametars and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M/7-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is far an individual building component. Applicability of deign paramenfers and proper incorporation of component is responsibility of building designer-not tens designer.Bracing shown 8 fon lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responuibillity,of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/T►Il Guality Cdterla,DSB-89 and BCSII Building Component Boynton Beach,FL 33435 Safety Intormallon available from Truss Rate Institute.583 dOnofrio Drive.Madison.W153719. JobTruss Thus Type Qty Ply Beaches Habitat 15929145 440228 T04 Common Truss 18 1 JOD Reference o Bona Builders FirstSource, Jacksonville,Ft 32214 7.350 s Jul 312012 MiTek Industries,Inc.Tue Sep 18 09:42:52 2012 Page 1 ID:i6gcZd8SBtHbCI IhGMQgxziDRg-32pZEc9oQ Vy3Di PGUBJ WwtHGhkpVignUibvidCyCRC H -2-0-0 7-52 1280 1781 a 250-0 27-0-0 2-40 7-52 5-0-14 SO-14 7-52 280 3nk:1Ml' 93= 4 F2_ S S T 6 tl1 9 B = bt= 34= b�= 1t5= 9-4-6 157-10 250-0 9.4-6 6-3-3 94-6 Plate Offsets X Y: :0-1-10 E :0.1-10 Ed e LOADING(psi) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 Vert(LL) 0.16 8-10 >999 240 MT20 244/190 TCDL 7.0 Lumber Inaease 1.25 BC 0.61 Vert(TQ -0.28 8-13 >999 180 BCLL 0.0' Rep Stress Incr YES WB 0.17 Horz(TL) 0.06 6 n/a We BCDL 5.0 Code FBC2010ITP12007 (Matrix-M) Weight:107 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP Not TOP CHORD Structural wood sheathing directly applied or 3-11-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-2-8 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed durin truss erection in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 6=765/0-3-8(min.0-1-8),2=765/0-3-8(min.0-1-8) Max Harz 2=60(LC 12) Max Uplift6--301(LC Max Grrav 910(LC 2))2=) 9 0(LC 2) J \\\\\\�C (•IS!�/�///�// FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. '' ''•• i TOP CHORD 2-3=1825/1066,3-4=-1598/964,4-5=-1598/964,5-6=-1825/1066 �J••' \CENS,c •�� i BOT CHORD 2-10=-891/1835.9-10=-541/1198,8-9=-541/1198,6-8=-897/1870 WEBS 4$=254/458,5-8=-377/319,4-10=-254/456,3-10=-378/319 NOTES (8.1o) _ * 34869 * _ 1)Unbalanced roof live loads have been considered for this design. _ 2)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;Cat.II;Exp C;Enc.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown -0 (t) Lumber DOL=1.60 plate grip DOL=1.60 N (t) LU` 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. t r C/,` 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 STATE OF bottom chord and any other members. - 5)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. •_ F(OR'p P 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 301 Ib uplift at joint 6 and 301 Ib uplift at joint 2. '•.,,•,, 7)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. �// 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the // /O N A1- \� responsibility of the building designer per ANSI TPI 1 as referenced by the building code. ////j 11000 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 10)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard September 18,2012 A WARPING-17.,N design partrmetera and READ NOTES ON THIS AND INCLUDED XITEK REFERENCE PAGE DAH-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design poramenters arid proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the Julius Lee PE erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For gerleral guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSII Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onotrio Drive,Madison,WI 53719. Job Truss Truss Type Qy Ply Beaches lt 15929147 440228 T06 Common Thus 1 1 Job Referons Builders FrstSource, Jacksonville,FI 32244 7.350 s Jul 312012 MiTek Industries,Inc.Tue Sep 18 09:42:57 2012 Page 1 ID:i6gcZHBSBtHbCIIhGMQqd¢iDRg-P7dSHJCwF1 aLKT1EHkuhdx_9ZIafNjDDstcTJQycRC � � 6714 17-6-0 1842 25-0-0 z7-0-o 2-0-0 67-14 St0.2 5-10.2 6-7-14 Sce4=1.8(1 a5= 5 4.F_2 St 14` s•4% e s2 i B 7W' e u S5 SB 1U 57 5>tB= t) 1B 53 15 14 tJ 5/ 12 11 67-14 12-6-0 1842 250.0 67-14 510-2 510.2 6-7-14 Plate Offsets :0-3-4 0.0.10 2:0-8-4 0-0-12 8:0.3-4 0-0-10 8:0.8-4 0-0.12 1:0.1-11 0-1-0 1:0.1-11 0-1-0 LOADING(psi) SPACING 2-0.0 CSI DEFL in (loc) I/dell lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) 0.11 10-44 >999 240 MT20 244/190 TCDL 7.0 Lumber increase 1.25 BC 0.42 Verl(TL) -0.111 10-44 >999 180 BOLL 0.0' Rep Stress Ina NO WB 0.99 Horz(TL) 0.01 12 n/a Na BCDL 5.0 Code FBC2010/TP12007 (Matrix-M) Weight.147 Ib FT=20 LUMBER BRACING TOP CHORD 2x4 SYP M 31'Except- TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins. T7:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 60.0 oc bracing, Except: BOT CHORD 2x4 SP No.2 9-55 oc bracing:10.12 WEBS 2x4 SP No.3 9-4-12 oc bracing:10.44. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed Burin truss erection in accordance with Stabilizer Installation ouide. REACTIONS All bearings 150-0 except Ql=length)8=0.38. (lb)- Max Horz 2=96(LC 8) Max Uplift All uplift 100 It,or less at joini(s)13,14,16,17 except 2=-144(LC 4),8=-456(LC 5),112=11434(1_C,5),15=-283(LC 8) Max Grav All reactions 250 Ib or less at joint(s)2,13,14,16,17,2 except 8=468(LC 22), 12=1631(LC 2),15=388(LC 21) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-281/278,3-46=-245/277,4-46=-289/372.4-47=-630/726,47-48=-650!766,5-08=-666/841, 5-49=8821655,49-50=-6721829,50.51=-663/732,651=848/705,652=-367/423,7-52=-466/462, 7-8=4861448 BOT CHORD 2-17=-263/301,1617=-263/301,1653=-263/301,1553=263/301,14-15=-263/301, 13-14=263/301,13-54=-263/301,12-54=-263!301,11-12=-373/442,11-55=-373/442, 55-56=-373/442,10.56=-373/442,10.57=-373/442,8-57=-373/442 WEBS 512=-857/668,612=-1254/1244,610=-237/336,4-12=-549/555,4-15=330/240 NOTES (13-15) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=188;Cat.11;Exp C;Erse.,GCpi=0.18;MWFRS(envelope) gable end zone;porch left and right exposed;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 1-4-0 oc. \ `��.J . ••••., < 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. \ v 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-60 tall by 2-0-0 wide will fit between the ,v \G•ENS bottom chord and any other members. i 8)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. ' ' 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)13,14,16,17 except(jl=1b)2=144, 34869 8=456,12=1434,pitc reeks i,cludin i 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. _ _•� 11)Hangers)or other connection device(s)shall be provided sufficient to support concentrated load(s)203 Ib down and 193 Ib up at 57-0,931b down and 92 Ib up at 7-0.12,93 lb down and 92 Ib up at 9-0-12,931b down and 92 Ib up at 13-0.12,931b down and 92 Ib up at 1511-4,and 93 db down and 92 Ib up at 17-11-4,and 203 Ib down and 193 to up at 19-50 on top chord,and 104 Ib down and 104 Ib up at 57-0,97 Ib down and 102 Ib up at 11-0.12, 97 lb down and 102 Ib up at 13-11-4,331b down and 51 Ib up at 15714,and 331b down and 51 to up at 17-114,and 104 to down and 104 lb up at STATE OF 19-50 on bottom chord. The design/selection of such connection device(s)is the responsibility of others.Cont nued on pace 2 •• A '/lfjl(IM- September 18,2012 i A IVARYING-Vertfilir design pararnetara and READ NOTES ON THIS AND INCLUDED BITTER REFERENCE PAOS BHI-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability,of design poramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction 6 the resporuibillity of the Julius Lee PE. erector.Additional permanent brocing of the overall stricture is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage.delivery,erection arta bracing.consult ANSV7PI1 Quality Criteria,DSB-89 and BCSII Building Component Boynton Beach,FL 33435 Safety Informa8on available from Truss Plate Institute.583 D'Onofrio Drive.Madison.WI 53719. n� Z� rn D v . o N v'6D \c D m � D o p D o v� Z D x mmm J CA Q ~ A n I I O m O + � n V 0 G�aop�za v A'4' 0 O ^ c �.cDQa e D °Q-Qi FORM 405-10 [°LORMA ENERGY EFFICIENCY CODE FOR BUiLDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Prnier•,t NamP Istnry 3 Bed num t rhed Sinnle Family 8uilrler Name• Hahhat Fnr Humanity W!Nn Street: ,t�""' 0- 3aa33 Permit Office: Duval City,State,Zip: Permit Number ,,,�yt FILE Cu Owner: pea�les M -t Jurisdiction: ft�tltG &v,41 V 3 Design Location. FL,Jacksonville 1. New construction or etosting New(From Plans) 9. Weft Types(1120.0 sgft.) Insulation Area 2. Single family or multiple famiy Single-family Frame Wood,Ezlenor R-1 1.0 11X.00 ft' b.NIA R= fr 3. Number of units,if muttiple family 1 c.N/A R= tr 4. Number of Bedrooms 3 d.N/A R= ft' 10.Ceding Types (1123.0 sqft.) Insulation Area 5. Is this a worst case? No a.Under Attic(Vented) R=30.0 1123.00 ft' 6. Conditioned floor area above grade(ft') 1123 b.WA R= ft' Conditioned floor area below0 c.N/A R- R' 8rade( 11.Ducts R ft' 7. Windows(170.6 scIft.) Description Area a.Sup:Attic,Ret:Main,AH:Main 6 224.6 a. U-Factor: Dbl,U=0.35 170.58 it SHGC: SHGC=0.35 b. U-Factor: N/A ft, 12.Cooling systems kBtu/hr Efficiency a.Central Unit 24.0 SEER:14.00 SHGC: c. U-Factor: N/A ft' SHGC. 13.Heating systems k8uhr Effocrency d. U-Factor: NIA fe a.Electric Heat Pump 24.0 HSPF:8.00 SHGC: Area Weighted Average Overhang Depth: 3.102 ft. Area Weighted Average SHGC: 0.350 14.Hot water systems a.Electric Cap:40 gallons 8. Floor Types (1123.0 Kft.) Insulation Area EF:0.920 a.Slab-On-Grade Edge Insulation R=0.0 1123.00 fN b. Conservation features b.N/A R= ft' None c.NIA R= fF 15.Credits Pstat Total Proposed Modified Loads: 24.02 Glass/Floor Area: 0.152 Total Standard Reference Loads: 30.68 �� I hereby certify that the plans and specifications covered by Review of the plans and 04TgTF this calculation are in compliance with the Florida Energy specifications covered by this Code. r calculation indicates compliance to ti ' - with the Florida Energy Code. i -• ' C PREPARED BY: Before construction is completed 11�____-._. this building will be inspected for DATE: - ---��-=�- - --- compliance with Section 553.908 , t t St da Statutes. I hereby certify that this building, as designed,is in compliance Flori with the Florida Energy C90e. •� 11' OWNER/AGENT. BUILDING OFFICIAL: DATE: DATE: --- -�Q _-- Complience requires completion of a Fion0a Air Barrier and Insulation Inspection Checklist 10rd12012 2'39 PM EnergyGauge45)USA-FlaRes2G10 Section 405.4.1 Gompkant Scttware Page 1 of 5 WALLS AdjacentSpace Cavity Width Height Sheathing Framing Solar Below Ft In Ft In Arp;i R-Vahle Frarli0 _ 1 E Exterior Frame-Wood Main 11 49 0 8 0 392 ft' 0 0.23 0.8 0 _ 2 S Exterior Frame-Wood Main 11 26 0 8 0 208 ft' 0 0.23 0.8 0 _ 3 W Exterior Frame-Wood Main 11 41 0 8 0 328 ft' 0 0.23 0.8 0 4 N Exterior Frame-Wood Main 11 24 0 8 0 192 ft' 0 0.23 0.8 0 DOORS # Ornt Door Type Space Storms U-Value Ft In In FHeighIn Area 1 W Wood Main Metal 0.36 3 0 6.7 0 20.09999 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 S 2 Vinyl Low-E Double Yes 0.35 0.35 25.79999 6 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 2 S 2 Vinyl Low-E Double Yes 0.35 0.35 20.09999 6 ft 0 in 1 ft 0 in None None 3 W 3 Vinyl Low-E Double Yes 0.35 0.35 15.47999 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 4 W 3 Vinyl Low-E Double Yes 0.35 0.35 15.47999 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 5 N 4 Vinyl Low-E Double Yes 0.35 0.35 15.47999 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 6 N 4 Vinyl Low-E Double Yes 0.35 0.35 15.47999 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 7 E 1 Vinyl Low-E Double Yes 0.35 0.35 6 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 8 E 1 Vinyl Low-E Double Yes 0.35 0.35 15.47999 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 9 E 1 Vinyl Low-E Double Yes 0.35 0.35 15.47999 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 10 S 2 Vinyl Low-E Double Yes 0.35 0.35 25.79999 6 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000300 883.694 48.5136 91.2369 0.23100 5.90178 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:8 24 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 14 24 kBtu/hr 720 cfm 0.75 1 sys#1 1013/2012 2 39 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 30 Arv(600- OZA• PERMIT#: PHaMic, beach, FL. MANDATORY REQUIREMENTS SUMMARY -See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating controls and cooling system. Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of= 1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 10/3/2012 2:39 PM EnergyGauge®USA-FlaRes2010 Section 405.4 1 Compliant Software Page 5 of 5 TABLE 402.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name. I Slory,,�Bedroo Detached Single Family Builder Name: Habitat For Humanity Beaches Street / lI � ��33 Permit Office: Duval City,State.Zip: G � � Permit Number: Owner. beacp7Q_5 Pa(/1'iuf Jurisdiction 1�44alyhC Design Location FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier Exterior thermal envelope insulation for framed walls is installed in substantial contact and continuous alignment with building envelope air barrier. Breaks or joints in the air barrier are filled or repaired. Air-permeable insulation is not used as a sealing material. Air-permeable insulation is inside of an air barrier. Ceiling/attic Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. Attic access (except unvented attic), knee wall door, or drop down stair is sealed. Walls Corners and headers are insulated. Junction of foundation and sill plate is sealed. Windows and doors Space between window/door jambs and framing is sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including Insulation is installed to maintain permanent contact with underside above-garage and cantilevered of subfloor decking. floors) Air barrier is installed at any exposed edge of insulation. Crawl space walls Insulation is permanently attached to walls. Exposed earth in unvented crawl spaces is covered with Class I vapor retarder with overlapping joints taped Shafts, penetrations Duct shafts, utility penetrations, knee walls and flue shafts opening to exterior or unconditioned space are sealed. Narrow cavities Batts in narrow cavities are cut to fit, or narrow cavities are filled by sprayed/blown insulation. Garage separation Air sealing is provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures are air tight, IC rated, and sealed to drywall. Exception—fixtures in conditioned space. Plumbing and wiring Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed/blown insulation extends behind piping and wiring. Shower/tub on exterior wall Showers and tubs on exterior walls have insulation and an air barrier separating them from the exterior wall. Electrical/phone box on Air barrier extends behind boxes or air sealed-type boxes are installed. Common wall Air barrier is installed in common wall between dwelling units. HVAC register boots HVAC register boots that penetrate building envelope are sealed to subfloor or drywall. Fire lace Fire lace walls include an air barrier. EnergyGaugeE USA-FlaRes2010 Section 405 4 1 Compliant Software 1 1 Story, 3 Bedroom Detached Single Family HVAC Load Calculations for Habitat For Humanity Beaches 1671 Francis Avenue Atlantic Beach, FL 32233 MLRESIDEbMAL v. HVAC LoADs Prepared By: Jim Williams Home Energy Services 2080 Davis Rd. Jacksonville, FI. 32218 904 757-3569 Wednesday, October 03, 2012 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services 61 Story,3 Bedroom Detached Single Family Jacksonville,FL 32218 Page 3 Miscellaneous Report System 1 Main Floor Outdoor Outdoor Outdoor Indoor Indoor Grains input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 32 29.92 80% n/a 72 n/a Summer: 94 77 47% 50% 75 48.06 Duct Shin In uts Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.01000 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 550 ft./min 450 ft./min Maximum Velocity: 600 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data Winter Summer Infiltration Specified: 0.250 AC/hr 0.250 AC/hr 37 CFM 37 CFM Infiltration Actual: 0.250 AC/hr 0.250 AC/hr Above Grade Volume: X 8,984 Cu.ft. X 8.984 Cu.ft. 2,246 Cu.ft./hr 2,246 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 37 CFM 37 CFM Total Building Ventilation: 0 CFM 0 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 20.88 = (1.10 X 0.999 X 19.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 32.65 = (0.68 X 0.999 X 48.06 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 43.96 = (1.10 X 0.999 X 40.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr(37 CFM) Summer Infiltration Specified: 0.250 AC/hr(37 CFM) Duct Load Factor Scenarios for System 1 Attic Duct Duct Surface From No. T Description Location CeilingLeakage Insulation Area MDD 1 Supply Main Attic 16B 0.09 6 304 No 1 Return Main Attic 16B 0.15 6 112 No Wednesday, October 03, 2012, 2:37 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services 1 Story,3 Bedroom Detached Single Family Jacksonville,FL 32218 Pae 5 Duct Size Preview Room or Minimum Ma>omun Rough.i Design SP, Duct Duct; Htg ; Clg i Act. Duct Duct Name Velocity Velocity Factor; LI100 Loss) Velocity Length Flow _Flow Fbw l_Size_ _ _ .J. _ .__._ . _. System 1 Supply Runouts Zone 1 1-Living 450 750 0 0.1 450.3 104 /1, 241 24 2-Br 3 450 750 0 0.1 452 34 62.1 62 1--5 3-AHU 450 750 0 0.1 26.5 1F-4 2 1--4 4-Hall 450 750 0 0.1 0 17 f— SI 25 0-0 5-Br 2 450 750 0 0.1 514.4 67[� 70 1--5 6-Owners 450 750 0 0.1 612.6 76E-1 84 1--5 7-Owners Bath 450 750 0 0.1 276.8 17��; 24 1-A 8-Bath 2 450 750 0 0.1 190.6 1 17 1-A 9-Kitchen 450 750 0 0.1 554.8 31 Ejjj 148 1--7 1D-Dining 450 750 0 0.1 580 64 7 j 79 1--5 Other Ducts Supply Main Trunk 550 600 0 0.1 538.4 426 FiEj 752 16 System 1 Heating Flow: 426 Cooling Flow: 752 i Wednesday, October 03, 2012, 2:37 PM R ac Residential 8 Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services 1 Story,3 Bedroom Detached Single Family Jacksonville,FL 32218 Pae 7 Buildin Pie Chart Infiltration 8% Floor 37% �` Ductwork 19% Building Loss 21,081 Btuh "F: Door 1% Glass 11% Roof 7% Wall 17% Roof 10% Infiltration 10% Wall 13% Ductwork 25% Building Gain 19,216 Btuh Glass 15% Door 1% People 9% Equipment 16% Wednesday, October 03, 2012, 2:37 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services 1 Story,3 Bedroom Detached Single Family Jacksonville,FL 32218 Pae 9 FB_uilding Rotation Report All rotation degree values in this report are clockwise with respect to the project's original orientation. Building orientation as entered (zero degrees rotation): Front door faces South Individual Rooms 0' 45' 90' 1350 180' 2250 2700 315° High Rm. Room Rot. Rot. Rot. Rot. Rot. Rot. Rot. Rot. Duct No. Name CFM CFM CFM CFM CFM CFM CFM CFM Size System 1: Zone 1: 1 Living 241 249 261 '278 241 267 243 240 2-7 2 Br 3 '62 59 48 57 62 54 45 56 1-5 3 AHU 2 2 '2 2 2 2 2 2 1-4 4 Hall 25 27 '27 26 25 25 25 26 - 5 Br 2 70 86 '94 83 70 80 87 83 1-6 6 Owners 84 100 '108 97 84 93 101 96 1-6 7 Owners Bath '24 22 19 22 24 21 18 22 1-4 8 Bath 2 17 18 '18 17 17 17 17 17 1-4 9 Kitchen 148 '151 142 146 148 141 132 145 1-7 10 Dining 79 77 74 '92 79 89 69 74 1-6 ' Indicates highest CFM of all rotations. Whole Building Rotation Front door Supply Sensible Latent Net Degrees Faces CFM Gain Gain Tons 0° South 752 16,522 2,695 1.60 45' Southwest 791 17,377 2,694 1.67 90° West 794 17,456 2,693 1.68 135' Northwest '820 '18,031 2,691 *11.73 180° North 752 16,531 2,694 1.60 225' Northeast 788 17,328 2,694 1.67 270° East 740 16,256 2,691 1.58 315' Southeast 763 16,765 '2,695 1.62 ' Indicates highest value of all rotations. Building Rotation Tonnage 1.70 h c O H O O V1.60 ___-...--__ _- _ .___._. _...-. ___._.-___ 1.55 South Southwest West Northwest North Northeast East Southeast Direction Front door Faces -^{-� Buildinq Net Tonnaqe Wednesday, October 03, 2012, 2:37 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services {" 1 Story,3 Bedroom Detached Single Family Jacksonville,FL 32218 Pae 11 Building Rotation Duct Sites Direction Front door Faces Max_ - -. _.. Room or S SW _ W -Nw N NE __E SE. . . Duct Duct Name Htg Clg Htg Cig Htg Clg Htg Clg Htg Clg i Htg , Clg Htg Clg ' Hig Clg Size Flow Flow Flow Flow Flow Flow ' Flow_ _Flow Flow._Flow_ Flow Flow Flow -Flow Flow , Flow System 1 Supply Runouts Zone 1 _ _ 1-Living 104 F_241, 104 L 249_ 104 l 281 104 278 104 G 241 104 _287 1(A 243' 104 L 240. 3-6 2-Br 3 34 62 34 59 34 1 48 34��57 34{�_62 34[D� 34(�45 34(��566 1-5 3-AHU 1 ! 1 2 1 2 1 L j. 1[_-_2 1 l�s, 1 f ?i 1 L � 1-4 4-Hall 17 L 25 17 27 17 27 17 C6 17 r 25 17 25, 17 L 25 17 _ 26 0-0 5-Br 2 67 _�70 67 r�86 67 94 67�83 67 70 67 67 _87 67 83 14 6-Owners 76 84 76 100 76 108 76 L 97 76[ 84, 76 83 76 101 76 1-6 7-Owners Bath 17 24 17 2 17 19 1722, 17 24 17 21 1718 17 _22 1-4 8-Bari 2 17' 17 17 78_ 17 18 1717 17 17 17 16 17 17 17[::T7 1-4 9-Kitchen 31 _148 31 151 31 142 31 146 31 148 31 t 141 31132 31145 1-7 10 Dining 64[_j9_ 64[:7_7 64 L 74 64 92 64 79 64 C89 64[-89 6474 1�i Other Ducts _ _ _ Supply Main Trunk 426 L752 [_791426F, 426 794 426 820 426 F 752 426 f 788 426 74fl 426 _753 16 Bldg High Dir.: Northwest Sensible Gain 18,031 Latent Gain 2,691 Summary System 1 Heating Flaw: 426 Cooling Flow. 752 Wednesday, October 03, 2012, 2.37 PM August 10, 2010 T-BRACE / I-BRACE DETAIL WITH 2X BRACE ONLY ST - T-BRACE 2 MiTek Industries,Chesterfield,MO Page 1 of 1 �Ell Note:T-Bracing/I-Bracing to be used when continuous lateral bracing oo is impractical.T-Brace/I-Brace must cover 90%of web length. 0 00 ja Note:This detail NOT to be used to convert T-Brace/I-Brace webs to continuous lateral braced webs. MiTek Industries,Inc. Nailing Pattern Brace Size T-Brace size Nail Size Nail Spacing for One-Ply Truss 2x4 or 2x6 or 2x8 10d 6"o.c. Specified Continuous Rows of Lateral Bracing Note: Nail along entire length of T-Brace/I-Brace Web Size 1 2 (On Two Ply's Nail to Both Plies) 2x3 or 2x4 2x4 T-Brace 2x4 I-Brace l 2x6 2x6 T-Brace 2x61-Brace 2x8 2x8 T-Brace 2x81-Brace Nails Brace Size for Two-Ply Truss t Specified Continuous } Rows of Lateral Bracing —A j SPACING Web Size 1 2 k !� 2x3 or 2x4 2x4 T-Brace 2x4 I-Brace r 2x6 2x6 T-Brace 2x6 I-Brace WEB -A 2x8 2x8 T-Brace M I-Brace k -A T-Brace/ I-Brace must be same species k and grade(or better) as web member. T-BRACE �J�•'�\GENSF•<�� Nails Section Detail J-. 6/ N 34869 T-Brace � 22/11 WSTATE OF WebC-) /''/S/ONAL " ''///III1\+\\ Nails 1109 COASTAL BAY BOYNTON BC, FL 33435 Web I-Brace Nails JANUARY 1, 2009 LATERAL TOE-NAIL DETAIL ST-TOENAIL-SP F--]= (R MiTek Industries,Chesterfield,MO Page 1 of 1 NOTES:TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER Ion I oo AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND 0 0o EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. 2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. MiTek Industries,Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. i TOE NAIL SINGLE SHEAR VALUES PER NDS 2001 (Ib/nail) THIS DETAIL APPLICABLE TO THE THREE END DETAILS SHOWN BELOW DIAM. SYP DF HF SPF SPF-S (5 .131 88.0 80.6 69.9 68.4 59.7 l p .135 93.5 85.6 74.2 72.6 63.4 I VIEWS SHOWN ARE FOR -j .162 108.8 99.6 86.4 84.5 73.8 ILLUSTRATION PURPOSES ONLY ri .128 74.2 67.9 58.9 z 57.6 50.3 Z 131 75.9 69.5 60.3 59.0 51.1 SIDE VIEW N .148 81.4 74.5 64.6 63.2 52.5 C4 3 NAILS NEAR SIDE VALUES SHOWN ARE CAPACITY PER TOE-NAIL. NEAR SIDE APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: NEAR SIDE (3)-16d NAILS(.162"diam.x 3.5")WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: 3(nails)X 84.5(Ib/nail)X 1.15(DOL)=291.5 Ib Maximum Capacity ANGLE MAY ANGLE MAY VARY FROM ANGLE MAY VARY FROM 301 TO 60° VARY FROM 30°TO 60° 301 TO 60° 45.00' 4 45.00* 45.000 .S _\CENSF' •�� * ' INLLJ Z: 34869 ;p '• 6/22/11 (V; STATE OF � •' .FCORIDP •'• �� /S/ONAL �? /''0flllltO 1109 COASTAL BAY BOYNTON BC, FL 33435 " FEBRUARY 14, 2012 STANDARD PIGGYBACK ST-PIGGY-7-10 TRUSS CONNECTION DETAIL MiTek Industries,Chesterfield,M MAXIMUM WIND SPEED=REFER TO NOTES D AND OR E MAX MEAN ROOF HEIGHT=30 FEET MAX TRUSS SPACING=24"O.C. CATEGORY II BUILDING O 00 ��oo EXPOSURE B or C ASCE 7-10 _DURATION OF LOAD INCREASE:1.60 DETAIL IS NOT APPLICABLE FOR TRUSSES MiTek Industries,Inc. I TRANSFERING DRAG LOADS(SHEAR TRUSSES). ADDITIONAL CONSIDERATIONS BY BUILDING ENGINEER/DESIGNERRRE REQUIRED. A-PIGGBACK TRUSS,REFER TO MITEK TRUSS DESIGN DRAWING. SHALL BE CONNECTED TO EACH PURLIN E WITH(2)0.131"X 3.5"TOE NAILED. B-BASE TRUSS,REFER TO MITEK TRUSS DESIGN DRAWING. C-PURLINS AT EACH BASE TRUSS JOINT AND A MAXIMUM 24"O.C. A UNLESS SPECIFIED CLOSER ON MITEK TRUSS DESIGN DRAWING. CONNECT TO BASE TRUSS WITH(2) 0.131"X 3.5"NAILS EACH. D-2 X X 4'-0"SCAB,SIZE AND GRADE TO MATCH TOP CHORD OF PIGGYBACK TRUSS,ATTACHED TO ONE FACE,CENTERED ON INTERSECTION,WITH(2)ROWS OF 0.131"X 3"NAILS @ 4-O.C. SCAB MAY BE OMITTED PROVIDED THE TOP CHORD SHEATHING IS CONTINUOUS OVER INTERSECTION AT LEAST 1 FT.IN BOTH DIRECTIONS AND: 1.WIND SPEED OF 115 MPH OR LESS FOR ANY PIGGYBACK SPAN,OR 2.WIND SPEED OF 116 MPH TO 160 MPH WITH A MAXIMUM PIGGYBACK SPAN OF 12 ft. E-FOR WIND SPEEDS BETWEEN 126 AND 160 MPH,ATTACH C MITEK 3X8 20 GA Nail-On PLATES TO EACH FACE OF TRUSSES AT 72"O.C.W/(4)0.131"X 1.5"PER MEMBER.STAGGER NAILS FROM OPPOSING FACES.ENSURE 0.5"EDGE DISTANCE. (MIN.2 PAIRS OF PLATES REO.REGARDLESS OF SPAN) B D WHEN NO GAP BETWEEN PIGGYBACK AND BASE TRUSS EXISTS: REPLACE TOE NAILING OF PIGGYBACK TRUSS TO PURLINS WITH Nail-On PLATES AS SHOWN,AND INSTALL PURLINS TO BOTTOM EDGE OF BASE TRUSS TOP CHORD AT SPECIFIED SPACING SHOWN ON BASE TRUSS MITEK DESIGN DRAWING. SCAB CONNECTION PER NOTE D ABOVE i This sheet is provided as a Piggyback connection FOR ALL WIND SPEEDS,ATTACH MITEK 3X6 20 GA Nail-On PLATES TO detail only.Building Designer is responsible for all EACH FACE OF TRUSSES AT 48"O.C.W/(4)0.131"X 1.5"PER MEMBER. permanent bracing per standard engineering practices or STAGGER NAILS FROM OPPOSING FACES ENSURE 0.5"EDGE DISTANCE. refer to BCSI for general guidance on lateral restraint and diagonal bracing requirements. VERTICAL WEB TO FOR LARGE CONCENTRATED LOADS APPLIED ````S !� EXTEND THROUGH �\ �v BOTTOM CHORD TO CAP TRUSS REQUIRING A VERTICAL WEB: \�J� %� OF PIGGYBACK 11 VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS GENSF MUST MATCH IN SIZE,GRADE,AND MUST LINE UP AS SHOWN IN DETAIL. 2) ATTACH 2 x_x 4'-0"SCAB TO EACH FACE OF - J* 3 N 34869TRUSS ASSEMBLY WITH 2 ROWS OF 10d(0.131"X 3")NAILSSPACED 4"O.C.FROM EACH FACE. (SIZE AND GRADE TO MATCHVERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.) W(MINIMUM 2X4) 9 123) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM STATE OF CONCENTRATED LOAD OF4000 LBS(@1.15). REVIEWBY A QUALIFIED ENGINEER IS REQUIRED FOR LOADSF�ORIOPGREATER THAN 4000 LBS. 4) OM PIGGBER YBPC OF PSES CARRYING GIRDER ACK TRUSS O MATOADS,CH BASE TRUSS. //70 N A`- ` \\\ 5) CONCENTRATED LOAD MUST BE APPLIED TO BOTH !!/1 11 I I I I\\ THE PIGGYBACK AND THE BASE TRUSS DESIGN. 1109 COASTAL BAY BOYNTON BC,FL 33435 FEBRUARY 14, 2012 Standard Gable End Detail SHEET 2 �n MiTek Industries,Chesterfield,MO Page 2 of 2 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD 0o Trusses @ 24" o.c. a 00 HORIZONTAL BRACE 2x6 DIAGONAL BRACE SPACED 48"O.C. (SEE SECTION A-A) ATTACHED TO VERTICAL WITH(4)-16d COMMON WIRE NAILS AND ATTACHED MiTek Industries,Inc. Roof Sheathing TO BLOCKING WITH(5)-1od COMMONS. V-3- max. IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR E TO THE PROJECT ENGINEER/ARCHTECT TO DESIGN THE PURLIN WITH TWO NAIL DIAGONAL BRACE NAILS CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE SES TO RESIST ALL OUT OF PLANE LOADS THAT MAY'TRUSRESULT FROM THE BRACING OF THE GABLE ENDS 2X 4 PURLIN FASTENED TO FOUR TRUSSES WITH TWO 16d NAILS EACH.FASTEN PURLIN TO BLOCKING W/TWO 16d NAILS(MIN) X Diag. Brace \ \ PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES at 1/3 points SUPPORTING THE BRACE AND THE TWO TRUSSES if needed \ ON EITHER SIDE AS NOTED. TOENAIL BLOCKING X TO TRUSSES WITH(2)-10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5)-10d COMMON WIRE NAILS. End Wall --CEILING SHEATHING i BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: STRUCTURAL METHOD 1 :ATTACH A MATCHING GABLE TRUSS TO THE INSIDE GABLE TRUSS FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAILING SCHEDULE. METHOD 2:ATTACH 2X_SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL NAILING SCHEDULE.SCABS ARE TO BE OF THE SAME SIZE,GRADE AND SPECIES AS THE TRUSS VERTICALS NAILING SCHEDULE: FOR WIND SPEEDS 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)OR LESS,NAIL ALL MEMBERS WITH ONE ROW OF 10d(.131"X 3")NAILS SPACED 6"O.C. FOR WIND SPEEDS GREATER 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)NAIL ALL MEMBERS WITH TWO ROWS OF 10d(.131"X 3")NAILS SPACED 6"O.C.(2X 4 STUDS MINIMUM) MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL BRACING METHODS SHOWN ON PAGE 1 ARE / VALID AND ARE TO BE FASTENED TO THE SCABS OR INLAYED STUD VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. STRUCTURAL / AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPp lTYF THE BOTTOM GABLE TRUSS / CHORD TO RESIST ALL OUT OF PLANE LO``��45�r H�E S�{IG�IWyC HOW N IN THIS DETAIL IS FOR THE VERTICAL/SNWDS�QISY.S.K \\vvi� v\CENS,, •�� NOTE:THIS DETAIL IS TO BE USED ONLY FOR / = STRUCTURAL GABLES WITH INLAYED _ N 34$69 — STUDS.TRUSSES WITHOUT INLAYED — STUDS ARE NOT ADDRESSED HERE. / —-0 — _ I Lu 0 3/29/12 ; STATE OF \ STANDARD GABLE TRUSS rA / �� OR10 O NIA\-III `\ 1109 COASTAL BAY BOYNTON BC,FL 33435 i i F ■ I== N TECHNICAL BULLETIN April 2010 by Weyerhaeuser Bulletin TB-300 Table 2A: Maximum Concentrated Load Applied to Beam -Wood Screw Connection (lbs)t't Fastener T e Hanger Wood USP WS Simpson SDS Beam Configuration Screw Type Length #Screws #Screws 2 4 6 8 2 4 6 8 FACE(3) 31/2" 1,435 2,870 4,305 5,740 2,040 4,080 6,120 8,160 3-ply 1%" (51/4"Beam) TOP tZt 3'/z' 720 1,435 2,155 2,870 1,020 2,040 3,060 4,080 FACE 3'/T -- --- --- --- --- - (5%"Beam) 111 I TOP t4) 3'/i' 720 1,435 2,155 2,870 1,020 2,040 3,060 4,080 3'/z"+13/." ( FACE (5Y."Beam) TOP(3) 3/==" 1,435 2,870 4,305 5,740 2,040 4,080 6,120 8,160 E_1 ! 4-ply I%' FACE«� 6"(5) 1,055 2,110 3,165 4,220 1,360 2,720 4,080 5,440 (7"Beam) '"_ TOP(2) 6"(5) 705 1,405 2,110 2,810 905 1,815 2,720 3,625 FACE tat 3% 11915 3,825 5,740 7,655 2,720 5,440 8,160 10,880 2-ply 1%"+3%" 6"t5f 2,110 4,220 6,325 8,435 2,720 5,440 8,160 10,880 (7"Beam) j TOP tet 3'/�" 640 1,275 1,915 2,550 905 1,815 2,720 3,625 - - 6"l5) 705 1,405 2,110 2,810 905 1,815 2,720 3,625 2-ply 3%" i FACE/ 6"151 1,055 2,110 3,165 4,220 930 1,860 2,785 3,715 (7"Beam) TOP tet 2-ply 1%"+3' " f I FACE! 6"I5e 1,055 2,110 3,165 4,220 1,360 2,720 4,080 5,440 (7"Beam) TOP(3) /: (- FACE(4) 6"i5' 1,055 2,110 3,165 4,220 930 1,860 2,785 3,715 2-ply 13/4"+3'/2" (7"Beam) 1 TO p(4) 6"(5) 705 1,405 2,110 2,810 905 1,815 2,720 3,625 FACE (7"Beam) TOP tat 31/2" 1,915 3,825 5,740 7,655 2,720 5,440 8,160 10,880 1. See page 4 for table General Notes,connection details and beam depth limitations. 2. Install screws from both sides of beam. 3. Install screws from side opposite hanger only. 4. Install screws from hanger side only. 5. 6"SDS or WS screws can be used with Parallam PSL and Microllam®LVL,but are not recommended for TimberStrand®LSL. Page 2 of 8 CONTACT US - 1.888.iLevel8 (1.888.453.8358) •www.iLevel.com AWeyerhaeuser,il-evel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.©2010 Weyerhaeuser NR Company.All rights reserved. ■ "Ah TECHNICAL BULLETIN April 2010 Bulletin TB-300 by Weyerhaeuser Table 1, 2A, 2B General Notes • Connections are based on NDSa 2005 or manufacturer's code report. • All plies must be the same material and grade. • Values are for 100%duration of load. Increase 15%for snow load or 25%for non-snow roof load conditions, where code allows. • Rotational effects should be considered for 7"wide beams loaded from one side only. • Capacities shown for face mount hanger conditions are based on 16d common(0.162"x 3'/2")nails installed in the hanger. Other nails used for face mount hanger installations invalidate the capacities in these tables. ■ Verify adequacy of beam with all loads applied by using iLevel software or other methods. • See the iLevel Trus Joist®Beams, Headers, and Columns Specifiers Guide(#TJ-9000)for required connections for uniform side loads. Bolt or Wood Screw Connection Details ■ 1/2"bolts-9/16"o maximum holes • 3/a'bolts-13/16"m maximum holes a • Lead holes not required for wood screws . Conc.Load Conc.Load ca ° Conc.Load Conc.Load mm `0 0 (V M • • • • _N C3 LLIN r EQ. EQ, 2' Max (typ) 2 Fastener 4 Fastener 6 Fastener 8 Fastener Pattern Pattern Pattern Pattern Min.Beam Depth: Min.Beam Depth: Min.Beam Depth: d=7'/4"for 1/2'o bolts d=9'/:'for'/2"o bolts d=11'/4"for MY'o bolts d=9/4'for'/4"o bolts d=14"for'/4"o bolts d=16"for'/4"o bolts Conc. Load Nailed Connection Detail C ^ Q • 7, *STAGGER NAILS TO • PREVENT SPLITTING 16d Sinker(typ) 1 '/2" 9" (0.148"x 3'/4') L6 Nail Patterni� 12 Nail Pattern 18 Nail Pattern Page 4 of 8 ail Pattern CONTACT US • 1.888.iLevel8 (1.888.453.8358) •www.iLevel.com AWeyerhaeuser,iLevel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.©2010 Weyerhaeuser NR Company.All rights reserved. F - - TECHNICAL BULLETIN March 2010 Bulletin TB-300 Connection Design Example Given the floor framing shown below, specify the necessary connections for the a 3-ply Microllam LVL beam supporting a 2-ply Microllam°LVL beam on one side and floor joists from the other side. The floor joists apply a 500 plf load to the side of the beam while the 2-ply beam reaction is 5,000 lbs. See the following page for the solution. Brg. (TYp-) , r � Additional 3-13/4" x 14" Microllam`R)LVL Beam, Flush Connection ` Required for r _ - Concentrated Face Mount Hanger with 5,000 lbs Reaction Load ----- -- --- ------------- 2- 13/" x 14" Microllam° LVLT 14" Floor Joists @ 24"o.c., Typ. Beam, Flush L --_- _ _-- r - - - 4'-0" 15'-0" IE Partial Framing Plan Page 6 of 8 CONTACT US • 1.888.iLevel8 (1.888.453.8358) ■www.iLevel.com AWeyerhaeuser,iLevel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR ©2010 Weyerhaeuser NR Company.All rights reserved. ■ l s I e ) 'Forte' MEMBER REPORT Level, Floor:Flush Beam software 3 PIECE(S) 1 314" x 14" 1.9E MicroflamCR)LVL PASSED (-)verak ttrgth 1S 15, I I II u L All Dimensions are Horizontal:Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF System:Floor Member Reaction(lbs) 7595 Q 2" 180J Passed(97%) Member Type:Flush Beam Shear(Ibs) 6837 @ 1'5 112" 13965 Passed(49%) 1 0 Building Use:Residential Moment(Ft-lbs) 25215 @ 4.11 718" 36387 Passed(6910) 1 0 Building Code:IBC Live Load Dell.(in) 0.356 @ 7'1 '13116" 0.489 Passed(11494) Design Methodology:ASD Total Load Defl.(in) 0A56 @ 7'1 718" r 0-733 Passed(U386) Deflection criteria:LL(0360)and TL(11240). Design results assume a fully braced condition where all compression edges(top and bottom)are property braced to provide lateral stability- Bracing(Lu):All compression edges(top and bottom)must be braced at 13'15116"olc unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability- SU Otis Total Available Required Support Reactions(Ibs) Accessories Supports Bearing Bearing Bearing Dead I Floor I Roof f Snow 1-Stud wall-Spruce Fine Fir 3.50" 3.50" 3.40" 164 1 15955 I 0 I 0 Blocking 2-Stud wall-Spruce Pine Fir 3.50' 3.50" 2.33" 1 164 14045 10 10 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Loads Location Tributary Dead Floor Live Roof Live Snow Comments Width (0m) (1m) (nonsnow:1.25) 57.15) 1 -L10orm(PSFt 010 15, 1100.0 400.0 0 0 0.0 10'Fioor 2-Point(V 4' NIA 1000 :000 0 0 Location Analysis Shear(lbs) Moment(Ft-lbs) Comments Actual t Allowed I LDF Actual t Allowed I LDF 1-3' 60351 139651 1 0 191861 36387 11 0 BOLTS LEFT OF HANGER 2-5' 391 12569 10-9 25215136387 1 1.0 BOLTS RIGHT OF HANGER Fofle""Software(Operator Job Notes 3125!2010 9:0221 AM "velO Forte-vl.1,Design Engine:V4.8.0.1 Page 1 of 1 Page 8 of 8 CONTACT US • 1.888.iLevel8 (1.888.453.8358) •www.iLevel.com AWeyerhaeuser,iLevel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR ©2010 Weyerhaeuser NR Company.All rights reserved. CITY OF ATLANTIC BEACH s) 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 12-00001501 Date 10/30/12 Property Address . . . . . . 30 ARDELLA RD Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 75000 ---------------------------------------------------------------------------- Application desc new home ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BEACHES HABITAT BEACHES HABITAT 30 ARDELLA RD 1671 FRANCIS AVENUE ATLANTIC BEACH FL 322334306 ATLANTIC BEACH FL 32233 (904) 241-1222 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Sub Contractor . . ADVANTAGE PLUMBING Permit Fee . . . . 132 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/28/13 ---------------------------------------------------------------------------- Special Notes and Comments must obtain a demolition permit for the existing house prior to issuance of this permit to build a new sfd Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . Full right-of-way restoration, including sod, is required. Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 2010 FLORIDA BUILDING CODE, 2008 NATIONAl ELECTRIC CODE PERMIT ISF0RMDTQ&M0W OML WhC IW�bF A/1CLNfkaig"i5Q;iNANWE!�$TNTi)C RFLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH \ Is1 800 SEMINOLE ROAD J ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 12-00001501 Date 10/30/12 ------------------------------------------------ Special Notes and Comments SHALL BE INSTALLED ON THE AHU TO VERIFY THAT DUCTS HAVE BEEN SEALED, A CERTIFICATION SHALL BE ON SIGHT FOR THE INSPECTOR STATING THAT THE A/C SYSTEM PASSED THE "AIR BLAST INSPECTION" FROM AND INDEPENDENT TESTING AGENCY. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS --------------------- --------------------------- Other Fees . . . . . . . . . STATE PLBG DCA SURCHARGE 2 . 00 STATE PLBG DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due --------- ---------- ---------- Permit Fee Total 132 . 00 132 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 136 . 00 136 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. PLUMBING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904))]247-5826 Fax (904) 247-5845 JOB ADDRESS: �x /g &_'A 0�� PERMIT# C000/5 C I NEW OR REPLACEMENT INSTALLATION: Project Value$ TYPE OF FIXTURE QTY TYPE OF FIXTURE QTY Bathtub Septic Tank&Pit Clothes Washer 1 Shower Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink _ Floor Sink Toilet Hose Bibs 2 Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory _ Water Heater Other Fixtures Water Treating System RE-PIPE: TYPE OF FIXTURE QTY TYPE OF FIXTURE QTY Bathtub Septic Tank&Pit Clothes Washer Shower Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory Water Heater Other Fixtures Water Treating System MISCELLANEOUS: ❑ Sewer Replacement ❑ Back Flow Preventer ❑ Grease Interceptor(Trap) gallons(Requires 3 sets of plans) ❑ Lawn Sprinkler System-Number of Heads ❑ Well ** ** SJRWD Well Completion Form. Completed form to be submitted to the Building Department for final inspection." ❑ Other Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name �� /9T Phone Number .1 -/Z z 2 22v ,8l ' Office Phone/;92/ -265 � Faxy`�LO_'l89 Plumbing Company. _ Co. Address: D 1 City /i / c State�Zip ,>Z 3 License Holder(Print): z- & State Certification/Registration Notarized Signature of License Holder --� subscri ed befoaehis tSy f GCT" 20 f "�•,, sHll LEY � Y My OOtAtAISSION k DD 9577F ! :a EXPIRES:Febrpjt#rt f Notary Public FL ! Bonded Thru Notary.1#11 M"Tllers_J CITY OF ATLANTIC BEACH z1' J 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 12-00001501 Date 2/05/13 Property Address . . . . . . 30 ARDELLA RD Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 75000 ------------------------------------------------------------ Application desc new home ----------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- BEACHES HABITAT BEACHES HABITAT 30 ARDELLA RD 1671 FRANCIS AVENUE ATLANTIC BEACH FL 322334306 ATLANTIC BEACH FL 32233 (904) 241-1222 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ----------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc 150 AMP UNDERGROUND Sub Contractor LIMBAUGH ELECTRICAL CONTRAC Permit Fee 115 . 00 Plan Check Fee 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/04/13 -------------------------------------------------- Special Notes and Comments must obtain a demolition permit for the existing house prior to issuance of this permit to build a new sfd Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . Full right-of-way restoration, including sod, is required. Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 2010 FLORIDA BUILDING CODE, 200008 NA/TIOONAl ELECTRIC C�7O+D�Eu�7� PERMIT ISFAWR&4D46R��W&OF9V t''1ff M&1" Y'bF-kTLCAN W-VW6I`tT81*4AN&8P-T47)CFttL VLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD J =" ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 12-00001501 Date 2/05/13 ---------------------------------------------------------------------------- Special Notes and Comments SHALL BE INSTALLED ON THE AHU TO VERIFY THAT DUCTS HAVE BEEN SEALED, A CERTIFICATION SHALL BE ON SIGHT FOR THE INSPECTOR STATING THAT THE A/C SYSTEM PASSED THE "AIR BLAST INSPECTION" FROM AND INDEPENDENT TESTING AGENCY. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE ELEC DCA SURCHARGE 2 . 00 STATE ELEC DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 115 . 00 115 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 119 . 00 119 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 2012-11-29 08:07 Building Dept. 247 5845 >> 904 2490703 P 1/1 ELECTRICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd,Atlantic Beach, FL 32233 Ph(904) 247-5826 Fax(904)247-5845 JOB AADRESS: Sr P-LI—r—VAla., rj PERMIT JEA INFORMATION REQUIRED ON ALL PERMITS 'I i) AMPS VOLTS PHASE VALUE OF WORK S NEW SERVICE ❑ Overhead Underground ED Underground up Pole ❑Residential(Main)Service 00.100 amps ❑101-150amps [l 1 S 1-200amps ❑ amps #of Meters ❑Commercial(Main) Service ❑0-100 amps 0101-150amps ❑151-200amps 11 alnps 11CT Service amps Conductor Type Size ❑Multi-Family(Main)Service 00-100 amps ❑101-150amps ❑151-200amps ❑ amps 9 of Unit Meters OTemporary Pole 0 amps SERVICE UPGRADE ❑ amps ❑ CT Service amps NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.) ��t ❑100 amps ❑150amps [3200amps ❑ amps ❑CT Service amps �� ADDITIONS,REMODELS,REPAIRS,BUILD-OUTS,ACCESSORY STRUCTURES,ETC. Outlets/Switcltes; 0-30amps 31-100amps 101-200amps Appliances: 0-30amps 31-100amps 101-200amps A/C Circuits: 0-60amps 61-100amps Heat Circuits: _ # circuits @ _ _ _ kw Number of Lighting Outlets, Including Fixtures: OTHER ELECTRXCAL PROJECTS ❑Swimming Pool Q Sign LSmoke Detectors_Qty UTransformcrs KVA ❑Motors hp TIRE ALARM SYSTEM (Requires 3 sets of plans) Qty volts/amps VALU.OF WORKS REPAIRS/MISCELLANEOUS I]Replace Burnt/Damaged Meter Can 1-1 Safety Inspection ❑Panel Change ❑OH to UG F)Other; Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the stare to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or noL 'rhe permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Hub I,. �, % Property Owners Name J�u U ✓1+ P on�Nu>x�Uer Z`-� �— 2� Z Electrical Company rn CCY I 'ice ion r �ax Co. Address: �Z + �f t City —n t ��Zip ZZ �J License Holder(Print): State Certification/RcgisEt l#33.0 7 7 C1ti Notarized Signature of License Folder "o this m this r+utary Pua,c Stale Flonda b�roare K fen;eny �` My c:>mwmisss ooafitisaatur of Notary Pu is IGn ?orr,� Expies03/11/2013 Hart, Melissa From: Walker, Chris Sent: Thursday, February 21, 2013 7:23 AM To: Hart, Melissa Subject: RE: Sewer Inspection Everything is good to go here. From: Hart, Melissa Sent: Tuesday, February 19, 2013 1:48 PM To: Walker, Chris Subject: Sewer Inspection Hi Chris: Inspection required at 30 Ardella Road. Permit 12-1501; Advantage Plumbing 545-1601. Thank you, MaUmwA. Ha4lt City of Atlantic Beach Building Department (904) 247-5826 (904) 247-5845 FAX 1 03/26/2013 15:46 904-2490703 BROOKS AND LIMBUAGH PAGE 01/01 EARLY TOWER AGREEMENT & RELEASE . ....... CITY OF ATLANTIC BEACH Electric power is requested now under the conditions and terms of this fully executed Agreement&Release Job Address: Permit No. m-nrDco i—";o Service Type(Circle One): Overhead Udergroun We,the undersigned General Contractor and Electrician, understand and,agree: 1. "EarlyPower" is purel for our construction convenience, it is not required by Codes and does not substitute for Final Inspections or the C/O(Certificate of Occupancy)-Fiat must be issued before occupancy, and as such is at the discretion of the Building Official. 2. The City of Atlantic .13cach will make a special inspection prior to the early power energizing. All rough inspections must have prior Approval, including meter base connections. 3. Occupancy or use of the new construction before a formal C/O constitutes fraudulent use of the earl electric service. Such action is expressly prohibited and penalized by The City of Atlantic BeaAl Ordinances. A violation of this Agreement shall result in a request for prompt removal of electric service after a twenty-four hour notice. 4. "Early Power"release authority is the Electrician and/or the Contractor and must not occur before: a. Equipment,devices and fixtures are installed(or blanked off)safely. b. is complete with breakers and cover,and(labeling required atfina I inspection)- c. Service connection and grounding is complete. d. The electric system has safely passed through electrical check. e. Meter can is permanently marked with address. f. Temporary address numbers displayed{Permanent number are required for C/O). 5. This fully completed form is to be submitted to the Building Department by band,mail or fax. G. Future such Agreementvwill not be accepted from those who violate anyone of the above items. '22 21, CONTRACTOR DATE S PPTNT NAME r ELECTRICIAN DATE PRINT NAME goo Seminole Road,Atlantic Beach rL 32233 Fax:(904)247-5845 hAp•//www.coab„Tus revised.1 1.29.06 -532.6 ):/twww.cqab.us - Phone:(904)247