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640 Orchid St 2013 SFR CITY OF ATLANTIC BEACH 1 j 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00002505 Date 5/02/13 Property Address . . . . . . 640 ORCHID ST Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES GEN 2F DISTRICT Application valuation . . . . 75000 ---------------------------------------------------------------------------- Application desc new home ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BEACHES HABITAT BEACHES HABITAT PO BOX 50939 1671 FRANCIS AVENUE JACKSONVILLE BEACH ATLANTIC BEACH FL 32233 JACKSONVILLE BEACH FL 32240 (904) 241-1222 (904) 241-1222 --- Structure Information 000 000 SINGLE FAMILY HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . SINGLE FAMILY DWELLING NEW Additional desc . . Permit Fee . . . . 155 . 00 Plan Check Fee 77 . 50 Issue Date . . . . Valuation . . . . 75000 Expiration Date . . 10/29/13 ---------------------------------------------------------------------------- Special Notes and Comments Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from the edge of pavement to the property line. Reinforcing rods or mesh area not allowed in the right-of-way. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) Full erosion control measures must be installed and approved prior to beginning any earth disturbing PERMIT IS k0i-IN AW 'Rk RVAAY, CVRrhiccATR4-AE%PAC )ORfDMNFFrr OAUC%E FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00002505 Date 5/02/13 ---------------------------------------------------------------------------- Special Notes and Comments and Sediment Control Inspection prior to start of construction. Sidewalk location to be coordinated with Public Works Inspector. Call 838-8076 to schedule . Maximum driveway length, with flares, at curb line is 241 . 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE *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 2 . 33 DEV REVIEW-SINGLE & 2-FAM 50 . 00 ENG REV RESIDENTIAL BLD 100 . 00 STATE DBPR SURCHARGE 2 . 33 SEWER SDC-SYSTEM DEV CHG 4050 . 00 UTIL REV PRE APP >3 HRS 50 . 00 WATER CONNECT/METER ONLY 185 . 00 WATER CROSS CONNECTION 50 . 00 WATER SDC-SYSTEM DEV CHG 1140 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 155 . 00 155 . 00 . 00 . 00 Plan Check Total 77 . 50 77 . 50 . 00 . 00 Other Fee Total 5629 . 66 5629 . 66 . 00 . 00 Grand Total 5862 . 16 5862 . 16 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATIONFEFIL:E �■r CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233COPY Office (904) 247-5826 Fax (904) 247-5845 Job Address: 6 D'pc4f t1) S; A rL,4Nne / mac% Permit Number: /3—c),5 0E Legal Description le,7—#'y Parcel# Floor Area of Sq.Ft. Sq.Ft Valuation of Work$_7S,o 04,E Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): New ' Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) (circle one): Commercial (�esidential� If an existing structure,is a fire sprinkler system installed? (Circle one)*- es N/A Florida Product Approval # For multiple products use product approval form Describe in detail the type of work to be performed: jutL0 14 �, 13� ►^od.�^ a 13/�Tl, <SI>16:1e Slo, �y Property Owner Information: Name: BeA c e_.s /{ig,r#T F—h Ac--m,4,y1'fY Address: 1671 F-,4y--i5 1111e />1 t/,*.01 c f.3,A A P1. City d tJ-Alyt/c if-A-ell State F4-Zip "Lz�Phone I 2-2E-Mail or Fax#(Optional) Contractor Information: Company Name:Be-444eq �4f )W_ t:;,R Qualifying Agent: Address: %4-7/ Er,4w<<S Ave City ArLna iqe 13~,h State PL Zip u1 Z3 Office Phone W n 7/ Job Site/Contact Number Z, y ,Z0,5717/ Fax# State Certification/Registration# Architect Name&Phone# Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for aWeriod of six 6)months at any time after work is commenced. I understand that separate permits must be secured for Electricar Work,Plumbing,Signs, Wells,Pools, Furnaces, Boilers, Heaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereb 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 type of work will be complied with whether speci led herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other federal,state, or local law regulating construction or the performance of construction. Signature of Owner Signature of Contractor Print NameGu5'TA rs0/�' Print Name i4Rn�a�D G'uSr,� er SworntQ and subscribed before me Sworn to and subscribed before me this 11+6 Day of A nor'( 201-3 this 114k Dl ay of A D,2 i I 20 /3 WfiVy Public ?+°» ;�'� jOYeE Notary Public-State of Florida to U 11C My Comm.Expires Jun 10,2013 ;o;"SPO+e, PJ�,QY �q�F F�MAN '•:F �- Commission#DD 897794 ': *° dt��jrP ict616 of Florida My Comm.Expires Jun 10,2013 ''•,,,oFF�,,• Commission#DD 897794 City of Atlantic BeachEffit Building Departmenth i gD anent.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 ,� � � ,_ Phone(904)247-5826 - Fax(90¢�247-&? 2 2013E-mail: building-dept@coab.us ¢i,- ateouf�cl r City web-site: http://www.coab.us APPLICATION REVIEW AND CKING FORM Property Address: ��"��%d �7 D_epaftent review required Yes No uil ' Applicant: SA't&7_?9-% ng&Zo dministrator Project: /✓6- h ?i e?"ubli u tifi ' Public Safety Fire Services Other Agency Review or Permit Required Review or Recelpt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS_ Reviewing Department First Review: _ �Approved._ ❑Denied. (Circle one.) Comments: (� t BUILDING 1- - �--�a PLANNING&ZONING q Reviewed by: 41e' Date: TREE ADMIN. Second Review: Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road a, Atlantic Beach, Florida 32233-54 , . d 2 Phone(904)247-5826 Fax(90;24.7-58.45 /3 ,j r E-mail: building-dept@coab.us `��� Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND CKING. FORM Property Address: UC Chi �� DepartMent review required Yes No uildi Applicant: ZtMng &zoo dministrator Project: IyE (1) m� ubli ubli tiliti Public Safety Fire Services ��'e. �fie,��$��� ��°� �.,,a•Y�k� � e° Yf 3 asp 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: PPLICATION STATUS Reviewing Department First Review: [Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. OUTILIPUBLICSAFZ? S- Comments: Reviewed by: Date: FIRE SERVICES Third Review: {]Approved as revised. ❑Denied. Comments: Reviewed by: _ _ Date: Revised 07/27/10 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road y Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 r E-mail: building-dept@coab.us Date routed: / City web-site: http://www.coab.i-is APPLICATION REVIEW AND TRACKING FORM Property Address: �� �r Chi Qf —57— DepartMent review required Yes No uildi Applicant: S % Ing &Zo aA dministrator Project: ubli tiliti Public Safety Fire Services s � ��� . ? - °m �"*"''� el✓. 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: APPLIZATION STATUS Reviewing Department First Review: EjApproved. ❑Denied. (Circle one.) Comments: NG----- PLANNING &ZONI Reviewed by:_ Date: D�L1201 TREE ADMIN. ❑App Second Review: roved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES ! PUBLIC SAFETY Reviewed by: Date: I FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) A, 800 Seminole Road _ Z �. Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: `T City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: �� �r Ch•O �� D ent review required Yes No uildi Applicant: E S J ng &Zo ' dministrator Project: /)')f ubli ubl' tilit' Public Safety Fire Services F 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: P41 proved. ❑Denied. (Circle one.) Comments: �BUILDING—�� PLANNING&ZONINGS Reviewed by: Date: y-471 � TREE ADMIN. []Approved Second Review: roved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: I. FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by:_ Date: Revised 07/27/10 DO NOT WRITE BELOW- OFFICE USE ONLY Applicable Codes: 2010 FLORIDAFLORMA BUILDING DE Review Result (circle one): -----� 1 Approved Disapproved Approved w/ Conditions Review Initials/Date: Development Size Habitable Space -3 Non-Habitable 55;, F' Impervious area Miscellaneous Information Occupancy Group Type of Construction Number of Stories Zoning Districtje6—Ir Max. Occupancy Load Fire Sprinklers Required Flood Zone PA Conditions/Comments: IS CITY OF ATLANTIC BEACH PUBLIC UTILITIES J "r 1200 Sandpiper Lane ATLANTIC BEACH,FL 32233 (904)270-2535 or(904) 247-5874 NEW WATER/SEWER TAP REQUEST Date: '� 'roject Address: 4o�}� aLf�fl� No. of Units: Commercial Residential Multi-Family New Water Tap(s) Meters Meter Size(s) New Irrigation Meter Upgrade Existing Meter from to (size) New Connection to City Sewer ✓ Name: ;�ecarlw� A4�Alo'-I-Xl Applicant A dress: City: Atlantic Beach State: Zip: Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# Water System Development Charge $ 00 Sewer System Development Charge $ 3D.Ob Water Meter Only $ 1 W.af> Water Meter Tap $ (notes) Sewer Tap $ Cross Connection $ sem. ov Other $ TOTAL $ APPROVED: 2.==(Utility Director or Au rued Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED I� Beaches Habitat for Humanity" April 18, 2013 Mr. Mike Jones / U U Building Inspector AP'' I City of Atlantic Beach 9 13 I 800 Seminole Rd. y / , Atlantic Beach, FL 32233 L Mike, Attached are the following materials in support of Beaches Habitat application for a building permit for 640 Orchid St., 1) One (1) copy of the Building Permit Application 2) One (1) copy of the tree permit 3) Two (2) copies of roof truss plans 4) Two (2) copies of HVAC Energy Sheets 5) Two (2) copies of the Florida Product Approval form 6) One (1) copy of recorded Notice of Commencement 7) One (1) copy of letter to Ms Kaluzniak regarding fire sprinkler& irrigation systems. 8) Two (2) copies of architectural plans 9) Two (2) copies of structural engineering plans 10)Five (5) copies of civil engineering& construction management plans Please let me know if any additional information is required. Thank you, Sincerely, � � 1 Paul Finley Construction Manager .5 904.334.2278 attachments 797 Mayport Road, Atlantic Beach, FL 32233 • Office: (904) 241-1222 • Fax: (904) 241-4310 www.beacheshabitat.org ��^ a50 � NOTI �� ENT Permit No. Tax Folio No. State of Florida, County of Duval q FH L ICD Y THE UNDERSIGNED hereby give notice thaittht'i fY`�`r$V"Fmen wt a made to certain real property in accordance v Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I. Description of property (legal description of property and address if available): D 0 �si ,S'T L�NTic ReAcJ. �� . 2. General Description of improvements: - �,L�) 4 3 f3�Dhorn ti��rZ ►Ir 3. Owner Information: J� a) Name and Address: /44 6,7,4T F o R HLt- l;w-t i y /1f7/ Fl-ro Hcl s /gyye- G! b) Interest in property: O w Net c)Name and address of simple titleholder(if other than owner): 4. Contractor Information: a)Name and Address: 31 .e/9 s /�,o 1j,7AT F« iS/u.,,,�N,ry /fi71 Fr-A„�;S /eve AriC,�r.7ic 13 ��k, [ 3 21j Fi- b) Phone Number: 5. Surety Information: a)Name and Address: b) Phone Number: c) Amount of Bond: $ 6. Lender Information: a)Name and Address: b) Phone Number: 7. Person within the State of Florida designated by owner upon whom notices or other documents may be served as 4 provided by 713.13 (1)(a) 7, Florida Statutes: a) Name and Address: _oi,,/t4-e2, b) Phone Numbers of Designated Person: 8. In addition to himself/herself, Owner designates of to recei1v a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes. a)Name and Address: b) Phone Number of person or entity designated by owner: 9 Expiration date of Notice of Commencement(The expiration date is one (1) year from the date of Recording unle� different date is specified: WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF TH NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PAR, I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOI IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AN] POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCIN( CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDIN( YOUR NOTICE OF COMMENCEMENT. The foregoing instrument was acknowledged before me this day of rg pe , 2Or 3 ( 4daa,X A6= ARNiLQ 6w-rl;,t l SOH C a&s). W� , 11 ion"" "+4", JOYCE M.FREEMAN TA Y PUBLIC, STATE OF FLORIDA • c Notary Public-State of Florida Print Name: U7A�� N,` My Comm.Expires Jun 10,20.13 Commission#DO 897794 ersonally Known F1 Identification/Tvne: Doc#2013087822,OR SK 16321 Page 2076, Number Pages: 1 Recorded 04`09/2013 at 12:41 PM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING$10.00 REVIEWED FOR CODE COMPLIANCg CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS. FILE � JULIUS LEE PE. PY AEVMW IW- DATE. c-� _�� RE: 457478 - Beaches Habitat 1109 COASTAL BAY BLVD, BOYNTON BEACH, FL 33435 Site Information: Project Customer: Habitat for Humanity- Beaches Project Name: 457478 Model: 3-Bed Lot/Block, - Subdivision: ... Address: 640 Orchid St City: Duval State: Florida Name Address and License#of Structural Engineer of Record, If there is one, for the building. Name: Paine, Lawrence A., PE License#: 21475 °r v i. 2.1 0 Address: 319 Oglethorpe Blvd. a 2 ua City: St. Augustine State: Florida �' c > General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Sh.~Spec al Loading Conditions): C` -' lY GJ FBC 2010/TPI 2007 Design Program: MiTek 20/20 7,t3 r; �; c u' ASCE 7-10 Wind Speed: 130 mph Floor Load: N/A psf Roof Load: 32.0 psf ' ` e 0 IM This package includes 13 individual, dated Truss Design Drawings and 0 Additional Drawings. r With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index shed Ln conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. This document processed per section 16G15-23.003 of the Florida Board of Professionals Rules ry In the event of changes from Builder or E.O.R. additional coversheets and drawings:may accompany this coversheet. The latest approval dates supersede and replace the previous dr(;1Wings. Z No. Sea Truss Name Date r z L U 1 16231046 CJ01 12/19/01 L c C) t J, 12 116231047 1 CJ02 1 12/19/01 E'^ r, "L 13 116231048 1 CJ03 1 12/19/01 o o a 14 116231049 J EJ01 1 12/19/01? 15 116231050 I EJ02 112/19/01 *k r N vy oa ° rs 16 116231051 1 HJ01 112/19/01 c Yc 17 116231052 1 HJ02 1 12/19/01 t u "' W 18 116231053 I T01 112/19/017 z m E Q > v 19 116231054 1 T02 1 12/19/01� 0 c n u r_ ` O c 110 116231055 1 T03 1 12/19/01� L M r� ar 11 116231056 1 T04 112/19/012 a E :, < ' 112 116231057 1 T05 112/19/01 r o o. E j 113 116231058 1 T06 ~ U L 1 12/19/012 The truss drawing(s)referenced above have been prepared by MiTek ���\\\vs Industries,Inc. under my direct supervision based on the parameters J\,\-'.. NS provided by Builders FirstSource(Jax). F Truss Design Engineer's Name: Julius Lee * ' My license renewal date for the state of Florida is February 28,2013. — ; Oo34869 (� ` NOTE:The seal on these drawings indicate acceptance of % O professional engineering responsibility solely for the truss T STATE OF \�\ components shown. The suitability and use of this component %� S'•FtORIDP. for any particular building is the responsibility of the building / /////0NiA��D�cember 19,2012 designer, per ANSI/TPI-1 Chapter 2. 1 of I Julius Lee Job Truss Truss Type Qty PlyBeaches Habitat 18231017 457478 CJ02 Jack-Open Truss 8 1 JOD Reference o ions Builders FirstBource, Jacksonville,FI 32244 7.350 s Jul 312012 MTek Industries,Inc.Wed Dec 1912:54:56 2012 Page 1 ID:i6qcZrl8SBtHbCllhGMQqxziDRg-b6PwDts7UDQj7n4XfcXRzUlbrcAesG63VVH02kLy70hz -2-0-0 I 30-0 2-0-0 30-0 SnM 1:106 I.W 2 2 vI{ Tl ] B1 ab= "01- Plate onsets :0.6 60-0-a LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deo L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.31 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.11 Vert(TQ -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 2 We n/a BCDL 5.0 Code FBC2010/TP12007 (Matrix-M) Weight:12 Ib FT=20 LUMBER BRACING TOP CHORD 2x4 Sp Not TOP CHORD Structural wood sheathing directly applied or 30-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I Tek recommends that Stabilizers and required cross bracing be installed Burin truss erection in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=40/Mechanical,2=197/0-38(min.0-1-8),4=12/Mechanical Max Harz 2=92(LC 8) Max Uplift3=-41(LC 8),2=226(LC 8),4=21(LC 9) Max Grev 3=48(LC 2),2=238(LC 2),4=32(LC 3) \\\\ 9C S• /// � `�......K.< FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown \ TOPCHORD 2-3=446/97 �J•.• �CENS,, •.••� j BOT CHORD 2-4=-96/494 i NOTES (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;Encl.,GCpi=0.18;MWFRS(envelope) _ gable end zone and C-C Exterior(2)zone;porch left and right exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 '} P late grip DOL--1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. LU 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. STATE OF V 4)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 41 Ib uplift at joint 3,226 to uplift at joint 2 and 21 Ib uplift at S'•. 't OR1D P.•��� joint 4. (1 \ 6) Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the //// /O N A\- \\ responsibility of the building designer per ANSI TPI 1 as referenced by the building code. ////1 1 1 1000 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 December 19,2012 A WARNING-Verify design parrmeters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MU-7473 BEFORE USE. Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Brocing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability dump construction is the responsibillity,of the Julius Lee PE. erector.Additional permanent bracing of the overall stn cture is the responsibility of the building designer.For general guidance regarding 1 109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSI7T911 Quality Criteria,DSB-89 and BCSII Building Component Boynton Beoch,FL 33435 Safety Information available from Truss Plate Institute.583 D'Onofrio Drive.Madison,WI 53719. Job Truss 7_PT OIY Ply Beaches Habitat18231049457478 EJ01 Truss 7 1 JOD Reference o bona Builders FirstSourm, Jacksonville,FI 32244 7.350 s Jul 312012 MiTek Industries,Inc.Wed Dec 19 12:55:04 2012 Page 1 I D:i6gcZd8SBtHbCl lhGMQgxziDR g-Mftyucy8bhRa5?h47 HgJHA5wersukt5F MXKTDty70 -2-0.0 i 7-0-0 2-o-0 7-0-0 Smb=1175 4W F2_ T1 2 Plate Onsets X :0-0.10 E e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d 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 n/a n/a BCDL 5.0 Code FBC2010/TP12007 (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 (Ib/size) 3=112/Mechanical,2=320/0-3-8 (min.0-1-8),4-33/Mechanical Max Horz 2=112(LC 8) Max Uplift3=-72(LC 12),2=160(LC 8) Max Grav 3=137(LC 2),2=383(LC 2),4=79(LC 3) \\\\ ` `J C S• //// FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. \\ v '•• // TOPCHORD 2-3=1171/506 �J_.•' \CENSE •'�� �� 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=18ft;Cat.Il;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 _ ,.1. ry 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcument with any other live loads. /iv/aVC^J LJ.. 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 WI, bottom chord and any other members. W` 4)All bearings are assumed to be SP No.2 cushing capacity of 565 psi. 5)Provide mechanical connection(by others)of truss OF to bearing plate capable of withstanding 72 Ib uplift at joint 3 and 160 Ib uplift at joint 2. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. '•• F(O R(Q P •• \ 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the -.••.,•,. responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIE. // O N A\- \\\ 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 December 19,2012 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE RHI 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 b for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the respomibillity,of the Julius Lee PE. erector.Adddtionol 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 ANSI7TPII Quality Criteria,DSB-89 and BCSII Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Dive,Madison.WI 53719. Job Truss Tmss Type Qty Pty Beaches Habitat 16231051 457478 HJO1 Jack-Partial Truss 2 1 JOD Reference o Dona Builders FirstSource, Jacksonville,FI 32244 7.350 s Jul 312012 MiTek Industries,Inc.Wed Dec 19 12:55:09 2012 Page i ID:i6gcZrIBSBtHbCI IhGMQg1¢iDRg-jchrxJOGQD3tBnal wrGU_DokAsW P3H_Vpt Eh4y7Oh 0-0-0 -2-9-15 I 5-7-5 9-10-13 2-9-15 5-7-5 4-3-8 -9-10-13 swb.ra•r. 283 TI vn Li ar rh4 II 2x8= 3H49 5-7-5 I 9-9-11 5-7-5 4-2-6 Plate Offsetsr2:0-0-S.Edgel LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL 200 Plates Increase 1.25 TC 0.59 Vert(LL) 0.06 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.37 Vert(TQ -0.07 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.32 Hoa(TL) 0.01 5 Na n1a BCDL 5.0 Code FBC2010/TP12007 (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 purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-1-11 oc bracing. WEBS 2x4 SP No.3MiTek recommends that Stabilizers and required cross bracing be installed Burin truss erection in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=95/Mechanical,2=437/0-4-15(min.0.1-8),5=216/Mechanical Max Harz 2=157(LC 4) Max Uplift4=98(LC 4),2=-414(LC 4),5=-213(LC 8) Max Grav 4=117(LC 2),2=522(LC 2),5--251(LC 2) \\�� \\3C• ///// FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. `� • E ,•�� i TOP CHORD 2-11=750/575,3-11=704/579 \V \C N SF • • j BOT CHORD 2-13=836/707,7-13=836/707,7-14--636/707,6-14=-636/707 J i WEBS 38=-746/677 � � ,• (g„) 34869 1)Wind _ 1) nd:ASCE 7-10;130mph(3-second gust)Vasal=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=1Bit;Cat.II;Grp C;Encl.,GCpi=0.18;MWFRS(envelope) n�s//•� gable end zone;Lumber DOL=1.60 plate grip DOL=1.60 — LL 2)This truss has been designed for a 10.0 psi bottom chord live load nonconwrrent 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 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 98 Ib uplift at joint 4,414 Ib uplift at joint 2 and 213 Ib uplift at '.• F�OR(O P •. joint 5. 6)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �j/ v, \ G� \� 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5 Ib down and 41 Ib up at 4-3-11,5 Ib down and 41 // N A y V �� Ib up at 4-3-11,and 41 Ib down and 81 Ib up at 7-1-10,and 41 Ib down and 81 Ib up at 7-1-10 on lop chord,and 2 Ib down and 31 Ib up at 4-3-11,2 Ib down and 31 Ib up at 4-3-11,and 26 Ib down and 46 Ib 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(pit) Vert:14=44,5-8=-10 Concentrated Loads(Ib) Vert:11=8(F=4,B=4)12=87(F=-33,B=-33)13=4(F=2,B=-2)14=-28(F=-14,B=-14) December 19,2012 A WARNING-Verify design parameters acrd READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE- Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design 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 is the responsibillity of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSII Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,563 D'Onofrio Drive,Madison,W153719. 1 Job Truss Truss Type Qry Ply7Beaches Habitat 16231053 457478 TO1 Hip Truss 1 Reference o Oona Builders FirstSource, Jacksonville,FI 32244 7.350 s Jul 312012 MiTek IrWusfries,Ir,o Wed Dec 1912:55:16 2012 Page 1 I D:i6gcZrlBSBtHbC I IhGMQgxziDR9-QycU Pi5fmNytXscNgpu7miat5gsOYDEO6OE6RAy70 2 0.o70-0 12-6-g 18-0-0 25-0-0 27-0-0 2-o-0 7-0-0 5-6-0 51x0 7-0-0 2-0-0 4 211 3, 5 4 6 art- L<I A,B= kB VA= bb It 7-0.0 12-6.0 16-0-0 25-0.0 7.0-0 56-0 5.6-0 7-0.0 Plate Offsets X [3,0-5-4,0-2-81,[5:0-5-4.0-2-81 LOADING(psf) SPACING 2-0.0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.80 Vert(LL) 0.32 10 >937 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.68 Vert(TL) -0.57 B-10 -529 180 BCLL 0.0' Rep Stress Incr NO WB 0.44 Horz(TL) 0.13 6 Na Na BCDL 5.0 Code FBC2010/TPI2007 (Matrix-M) Weight:109 Ib FT=20 LUMBER BRACING TOP CHORD 20 SYP No.1 TOP CHORD Structural wood sheathing directly applied or 2-53 oc purlins. BOT CHORD 2x4 SYP No.1 BOT CHORD Rigid ceiling directly applied or 51-9 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) Max Horz 2=42(LC 4) Max Uplift2=-742(LC 4),6=-742(LC 5) Max Grav 2=1592(LC 2),6=1592(LC 2) \\\\��\v S_�•r(• //j// FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. J \GENS' j TOP CHORD 2-3=-3781/1746,3-18=-4459/1991,18-19=-4459/1991,4-19=-0459/1991,4-20=-4459/1991, i 20-21=-4459/1991,521=4459/1991,5-6=-3782/1747 i BOT CHORD 2-11=-1606/3527,11-22--1615/3546,22-23=-1615/3546,10.23=-1615/3546,9-10=-1590/3546, * 34869 = 9-24=-1590/3546,8-24=-1590/3546,6-8=-1582/3527 WEBS 3-11=-141/447,3-10=-358/1076,4-10=-644/330,510=-359/1075,5-8=-141/448 NOTES (11-13) 1)Unbalanced roof live loads have been considered for this design. ~ /r STATE OF W 2)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=1 Oft;Cat.11;Exp C;End.,GCpi=0.18;MWFRS(envelope); Lumber DOL=1.60 plate grip DOL=1.60 • 3)Provide adequate drainage to prevent water ponding. Ft MID P ,• \ 4)This truss has been designed for a 10.0 psf bottom chord live load noncencumenl with any other live loads. S ••• •. \�\\ 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the // S ` \ \ bottom chord and any other members. /// /O N A y \\\\ 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 742 Ib uplift at joint 2 and 742 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)Hangers)or other connection device(s)shall be provided sufficient to support concentrated load(s)194 Ib down and 191 Ib up at 7-0-0,83 Ib down and 79 Ib up at 9-0.12,83 Ib down and 79 Ib up at 11-0.12,83 Ib down and 79 Ib up at 12$0,83 Ib down and 79 Ib up at 13-114,and 83 Ib down and 79 Ib up at 15114,and 194 Ib down and 191 Ib up at 18-0-0 on top chord,and 258 Ib down and 209 Ib up at 7-0-0,49 Ib down at 9-0-12,49 lb down at 11-0.12,491b down at 12-6-0,49 Ib down at 13-11-4,and 49 lb down at 1511-4,and 258 Ib down and 209 Ib up at 17-11-4 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 33,435 LOAD CASE(S)Standard December 19,2012 A WARNING-Venfy design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE AM7473BEFORE USE. Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility,of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the resporuibillity of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsbility of the building designer.For general 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'Onohio Drive.Madison,WI 53719. Job Truss Truss Type 10ty Py Beaches Habitat 18231054 457478 T02 Hip Truss t i Job Reference o tions Builders FirstSource, Jacksonville,FI 32244 7.350 s Jul 312012 MiTek Industries,Inc.Wed Dec 19 12:55:18 2012 Page 1 ID:i6gcZrl8SBtHbCI IhGMOgxziDRg-yLkEgO7wI_Cbm9mmxEwbs7gDSUYCOB_JaijDV13y70h -z-ao stls 4a0 � 1s-ao � 19s-1 zs-o-o I z� ' 2-0-0 5-5-15 36-1 7-0.0 3b-1 5-5-15 2-0-0 smp.,,as s ,ter a4, a4, 3 \ 8 3 B , ,8 8 9-0-0 16-0.0 25-0-0 _ 9-0-0 7-0-0 9-0-0 ' Plate Offsets X 15:0-54.0-2-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deo Ud 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 Horz(TL) 0.07 7 Na n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix-M) Weight:113 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. 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 (lb/size) 7=765/0-3-8(min.D-1-8),2=765/0.3-8(min.D-1-8) Max Hoa 2=48(LC 8) Max Uplift7�315(!-C Max Gra )v 7=911(LC 2)2=910(L( ) C 2) \\\\ v J / FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. J� •'�� / TOP CHORD 2-3=1907/1106,3-4=-1636/940,4-5=-1551/927,5-6=1635/940,6-7=-1905/1106 \CEN SF i BOT CHORD 2.11=939/1782,10-11=734/1552,9-10=-73411552,7-9=-95011802 i WEBS 3-11=287/242,4-11=-55/253,5-9---571253,6-9=-2861242 * *. NOTES (9-11) _ 34869 _ 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;130mph(3-second gust)Vasal=101 mph;TCDL=4.2psf;BCDL=3.Opsi;h=18ft;Cat.II;Exp C;End.,GCpi=0.18;MWFRS(envelope) and C-C Extedor(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Ik/!V/J1 w 3)Provide adequate drainage to prevent water ponding. (v\ 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. STATE OF 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the '•• ,'�\�\ bottom chord and any other members. ••.F(QR(Q 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 including heels"Member end fixity model was used in the analysis and design of this truss. /////O N A\— \\\\\ 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 10)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIE. 11)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard December 19,2012 WARNING-Verlfg design panametera and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE NII7473BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown B for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the respomibillity 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 aril bracing,consult ANSIITP11 Quality Criteria,DSB-89 and SCSII Building Component Boynton Beach,FL 33435 Safety Information available from Truss Rate Institute.583 IYOnotrio Drive.Madison,WI 53719. Job Truss Truss Type Qty Ply Beaches Habitat 16231058 457478 T04 Common Truss 16 1 JOD Reference o tions Builders FirstSource, Jacksonville,FI 32244 7.350 s Jul 312012 MiTek Industries,Inc.Wed Dec 19 12:55252012 Page 1 I D:i6gcZrIBSBtHbCI IhGMQgxziDRg-FhfulnCJf84c6Eo6sCYEebSVxlxd9LbLBlv4F9y70h -2-0-0 7-5-2 12-6.0 17814 25-0-0 2� 2-0-0 7-5-2 5-0.14 5-0-14 7-5-2 280 4 ,ao r,z �,o 5 I w a e as= 9-4-6 + 15-7-10 i 25-0-0 9-4-6 6-3-3 9-4-6 Plate Offsetsr2:0-1-10.EdQeI.[6:0-1-10.EdaeI LOADING(psi) SPACING 2-0-0 CSI DEFL in (loc) Well Ud 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 Increase 1.25 BC 0.61 Vert(TL) -0.28 8-13 >999 180 BCLL 0.0' Rep Stress Incr YES WB 0.17 Horz(TL) 0.06 6 n/a n/a BCDL 5.0 Code FBC2010rrP12007 (Matrix-M) Weight:107 Ib FT=20 LUMBER BRACING TOP CHORD 2x4 SP No.2 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 rewmmends that Stabilizers and required cross bracing be installed Burin truss erection in accordance with Stabilizer Installation ouide. 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 9),2=301(LC 8) Max Grav 6=91 O(LC 2),2=91 O(LC 2) \\\\ \- `C S• //// v J / FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. J�'• EN •'<� TOP CHORD 2-3=-1825/1066,3-4=-15981964,4-5=-1598/964,5-6=-1825/1066 BOT CHORD 2-10=891/1835,9-10=541/1198,8-9=-541/1198,6-B=897/1870 WEBS 4-8=-254/458,5-8=-377/319,4-10=-254/458,3-10=378/319 NOTES (8-1o) * //r�34869 1)Unbalanced roof live loads have been considered for this design. _ (J'r/`�' — 2)Wind:ASCE 7-10;130mph(3-second gust)Vasal=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 LU 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 411` 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 i bottom chord and any other members. '• .•���\ 5)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. •,•F(OR)O 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. SS \ �\ 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 N- \\\\ responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIE. 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 December 19,2012 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII 7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the respomibillity 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,qudity,control,storage.delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSII Building Component Boynton Bec Ch,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofdo Drive,Madison,WI 53719. •tpp Truss Tress Type Qty Pty Beaches Habitat 18231058 457478 T06 Common Truss 1 1 Job Reference o Bona Builders FnstSource, Jacksonville,FI 32244 7.350 s Jul 312012 MiTek Industries,Inc.Wed Dec 19 12:55:35 2012 Page i ID:i6gcZrl8SBtHbCIIhGMQgxziDRg-ycFgPCKaICLBJmZt Rlja2it7tKPpVgFpUsKccay70h z-o-o s-7-1a 5-1az 5-10-2 s-7-1a z-o-o 5 B 4.F2 4e s1 m4 c 3K4% 8 4 Q 12 48 b4� rb4� e s $ u se,o sr An u ye e 9 18 9 is 14 13 s4 12 11 6-7-14 1250 18-4-225-0.0 6-7-14 510.2 5.10.2 6-7-14 Plate Offsets X :0.3.4 0.0.10 :0.8-4 0-0.12 8:0-3-4 0-0.10 8:0.8.4 0.0.12 1:0-1-11 0.1-01:0.1-11 0.1-0 LOADING(psi) SPACING 2-0-0 CSI DEFL in (loc) I/defl Vd PLATES GRIP TCLL 20.0 Plates IrlcTease 125 TO 0.83 Vert(LL) 0.13 10-44 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.43 Vert(TL) -0.13 10-44 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.99 Horz(TL) 0.01 12 n/a Na BCDL 5.0 Code FBC2010rrP12007 (Matrix-M) Weight:1471b FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing, Except: WEBS 2x4 SP No.3 9-3-8 oc bracing:10.12 OTHERS 2x4 SP No.3 9-2-5 oc bracing:10.44. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation Quide. REACTIONS All bearings 15-0.0 except at--length)8=0-3-8. (lb)- Max Horz 2=96(LC 8) Max Uplift All uplift 100 lb or less at joint(s)13,14,16,17 except 2=-143(LC 4),8=-460(LC 5),12=-1423(LC 5),15=-288(LC 8) Max Grav All reactions 250 Ib or less at joint(s)2,13,14,16,17,2 except 8=475(LC 22), 12=1614(LC 2),15=397(LC 21) FORCES (lb)-Max.Comp./Mex.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-279/281,3-46=-240/274,4-46=-2841368,4-47=-618/706,47.48=-638/746,5-48=-654/822, 5-49=-670/836,49-50=-660/809,50.51=-651!712,6-51=-636/685,6-52=-390/437,7-52=-487/477, 7-8=502/455 BOT CHORD 2-17=-260/299,16-17=-2601299,16-53---260/299,15-53---260/299,14-15=-260/299, 13-14=-260/299.13-54=-260/299,12-54=-260/299,11-12=-385/462,11-55=-385/462, 55-56=-385/462,10.56=-3851462,10.57=-385/462,8-57=-385/462 WEBS 5-12=-8451661,6-12=-1255/1245,6-10=-2411339,4-12=-538/545,4-15=-3371245 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=18ft;Cat.11;Exp C;End.,GCpi=0.18;MWF RS(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. \` vS 5)Gable studs spaced at 1-4-0 oc. ` ` •'''''•. // ` ' �GENSF'<�XN � 6)This truss has been designed fora 10.0 pst bottom chord live load nonconcurtent with any other live loads. \ / 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 350 tall by 2-0.0 wide will ft between the \ bottom chord and any other members. y 8)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. �F 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(jt=1b)2=143, _ 34869 _ 8=460,12=1423,15=288,2=143. 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 suffi62 cient to support concentrated load(s)203 Ib down and 193 Ib up at 5-7-0,93 Ib down and i L�L= 92 Ib up at 7-0.12,93 Ib down and 92 Ib up at 30-12,93 Ib down and 92 Ib up at 13-0-12,93 lb down and 92 Ib up at 15-11-4,and 93 Ib down and 92 Ib up at 17-11-4,and 203 Ib down and 193 Ib up at 135-0 on top chord,and 104 Ib down and 104 Ib up at 5-7-0,97 Ib down and 102 Ib up at 11-0-12, 97 Ib down and 102 Ib up at 13-11-4,33 lb down and 51 lb up at 15-11-4,and 33 Ib down and 51 Ib up at 17-114,and 104 Ib down and 104 Ib up at STATE OF 135-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. F /ONA`- December 19,2012 A WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PACE MII-7473 BEFORE USE. Design valid far use only with MiTek connectors.This design"s based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector.Addtionol 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`11 Quality Criteria,DSB-89 and BCSII Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison.WI 53719. n� ZC m vv D � DO �J� D 0`D • r- (30 D E�I �> m o Z D CA `y3 Q O M / Tm o (p 0 O '^ c c.CD Q Q p n v j off' -� 0 � QQp ('Dpd O a O (D 77 7 (77 n Z O A Z H Q �oQop cQ�Q fO6a O rn�am au ons �Q0 0 > C Z °�o3Qmc� 3oan ao�� O n _ mp 7c c° mA ° 0_m � ' v pQ8 3Qn(Q (DO OQ Q Q n 7 �J H < CD (per (D NX Ar%oC 70N Q7 x, 0-0- ^�^ � (DC' Q- (a CD > (DQ rtO 0a o OO CD :3(° ° cDo�O 7n0o a� 5U O 0Q3 v 2 a (D .� M Q (?NCO N p n Q �6N Z Q O7 c j N Q n 5' O n 0- 0:3_ID Z o �QQQa� X7 ; 0 0a3 oaQo mom 3 ° Qoono D Qo�� cs? 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Q 1l zm � Q< o.'<m �o o ° o� mo 40 0 0 �� o ' m � neo -gym 11 ID ood2 oa �. 0 0 -R > n-3 n� 3 °3 m =N o n o .< n< n om CD =;, m0 o n 6 o o-°v �.- (D(o cD 3 ° a �• o - Q �p 0 7� N N H O cD N O _ cO£ .p ° < - 3 00 ° m< m m �m oo <, Nom ° m cD cD 3m o� co g� ° eco � mm a �� o � 3 ca °cD °CD ovm, _-o xm 0� oCD 'mo m° 7�'��' o � CD O Q c •N-0 (0 7 H ° o a'^ (D 0�n m v10i f) c 0 N "O �. O m'p o. N ' N 6O o a OC a (DN a-0, 07 m 33 N60 �_ Hn Da aUO3 x6 0 0 /A ~NO 0 a �n cD 3 a +7 0� a° -0.w (0Q7 ° O O O7 60 7 N 6_. >> mo oo �� o °.� o(D g0- 3(D o N2 0 �� o� oc n o °7 N 50. On --o" °•Q (p O c C o3m' n m £ Nm 's m c aon 'a rn n;� m=< s o� � orn o�° acD m' o n _.g U moa Q m 3 ao ° 3g Qc a ° ago - ?mN �0 <° - 0. O c ¢ ,3 o o° 5° ° � -°O mno m? .3 of, 0-o0 (a m� N CD ao L o ' 0 n mM oma n m ao °m m° EF�=0 m°n ma � ° �Q >�o -- 3 NRC oo aRaD �o Q � Q m� °�° CD m cQ o mm oa o00 0� o � sc vZQN o oa �4 °0 ° 'no 0o a °o � �' o� S.o � ° ,� Qo �6 moo m o os °o -0 o p3 °o o ° o� N O - °° mo n ' �< ' m -< °p -O° �•� Q o n' m° ° 30 ' °° °° o �. �"° ° o ° oCD a£ o °cD (D0 C -h 0 0 N N 0. cD U 70 ' 0 a 0 C 'D' N° o o °!1 £ Q ' (D(0 P"� mNm D N0 c O �. - Z o O "N 7° Q j n'o J O� N O S O A C' Z j m N j to `V c ° < < 3 - n m a a m ° m rt M 0 c) s M. a ° a o f c Y j (D 3.5 0 m co £ °£ on m o ° �� m o N �M �0 3 a :3(0 �c'D oma m' Z, co'Da �� � o s o0 o a � (D (D mm � � a < opo � O £o o (D a' o '0 3 , N, (D Z sc o 3� m -a N August 10, 2010 T-BRACE / I-BRACE DETAIL WITH 2X BRACE ONLY ST - T-BRACE 2 F--1O ® MiTek Industries,Chesterfield,MO Page 1 of 1 Note:T-Bracing/I-Bracing to be used when continuous lateral bracing a 00 is impractical. T-Brace/I-Brace must cover 90%of web length. aNote:This detail NOT to be used to convert T-Brace/I-Brace MIT&Industries,Inc. webs to continuous lateral braced webs. Nailing Pattern Brace Size T-Brace size Nail Size Nail Spacing for One-Ply Truss 2x4 or 2x6 or 2x8 10d 6"o.c. Specified Continuous Rows of Lateral Bracing Note: Nail along entire length of T-Brace/I-Brace Web Size 1 2 (On Two-Ply's Nail to Both Plies) 2x3 or 2x4 2x4 T-Brace 2x4 I-Brace 2x6 2x6 T-Brace 2x6 I-Brace 2x8 2x8 T-Brace 2x8 I-Brace Nails Brace Size for Two-Ply Truss t Specified Continuous } Rows of Lateral Bracing SPACING Web Size 1 2 2x3 or 2x4 2x4 T-Brace 2x4 I-Brace WEB x 2x6 2x6 T-Brace 2x6 I-Brace --A 2x8 2x8 T-Brace 2x81-Brace -A T-Brace/ I-Brace must be same species T-BRACE and grade (or better)as web member. os S.. \�J .• ��GENSF '•�� Nails Section Detail _ * N 34869 LU z7 T Brace 0 ' 6/TA 11 OF Web �� FCORIDP •' CI) /'/Sj0NM- �? Nails 1109 /COASTAL BAY Web -Brace BOYNTON BC, FL 33435 Nails JANUARY 1, 2009 LATERAL TOE-NAIL DETAIL ST-TOENAIL SP 0� ® MiTek Industries,Chesterfield,MO Page 1 of 1 NOTES: 1.TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER a oo AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND a oo 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. �� - THIS DETAIL APPLICABLE TO THE TOE-NAIL SINGLE SHEAR VALUES PER NDS 2001 (Ib/nail) THREE END DETAILS SHOWN BELOW DIAM. SYP DF HF SPF SPF-S (3 .131 88.0 80.6 69.9 68.4 59.7 - p .135 93.5 85.6 74.2 72.6 63.4 VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY ;O 162 108.8 99.6 86.4 84.5 73.8 ri z 128 74.2 67.9 58.9 57.6 50.3 0 •131 75.9 69.5 60.3 59.0 51.1 SIDE VIEW N .148 81.4 74.5 64.6 63.2 52.5 3 NAILS M NEAR SIDE VALUES SHOWN ARE CAPACITY PER TOE-NAIL. NEAR SIDE APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. NEAR SIDE EXAMPLE: (3)-16d NAILS(.162"diam.x 3.5")WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: 3(nails)X 84.5(Ib/nail)X 1.15(DOL)=291.5 Ib Maximum Capacity ANGLE MAY ANGLE MAY ANGLE MAY VARY FROM VARY FROM VARY FROM �30°TO 60° 301 TO 60' 301 TO 60'45.00° 45.000 45.00° \,J�•.•��GENSF C���� * ' N 34869 * -_ W_ ;0 '. 6/22/11 STATE OF //////ONIA`\�\\�. 1109 COASTAL BAY BOYNTON BC, FL 33435 STANDARD PIGGYBACK FEBRUARY 14, 2012 TRUSS CONNECTION DETAIL ST-PIGGY-7-10 MiTek Industries,Chesterfield,MCI MAXIMUM WIND SPEED=REFER TO NOTES D AND OR E MAX MEAN ROOF HEIGHT=30 FEET MAX TRUSS SPACING=24"O.C. a oo CATEGORY II BUILDING a oo EXPOSURE B or C ASCE 7-10 DURATION OF LOAD INCREASE:1.60 MiTek Industries,Inc. DETAIL IS NOT APPLICABLE FOR TRUSSES TRANSFERING DRAG LOADS(SHEAR TRUSSES). ADDITIONAL CONSIDERATIONS BY BUILDING ENGINEER/DESIGNER ARE REQUIRED. A-PIGGBACK TRUSS,REFER TO MITEK TRUSS DESIGN DRAWING. SHALL BE CONNECTED TO EACH PURLIN 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-X3.5-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 REQ.REGARDLESS OF SPAN) B D WHEN NO GAP BETWEEN PIGGYBACK AND BASE TRUSS EXISTS: REPLACE TOE NAILING OF PIGGYBACK TRUSS TO PURLINS WITH Nail-On PLATES AS SHOWN,AND INSTALL PURLINS TO BOTTOM EDGE OF BASE TRUSS TOP CHORD AT SPECIFIED SPACING SHOWN ON BASE TRUSS MITEK DESIGN DRAWING. SCAB CONNECTION PER NOTE D ABOVE This sheet is provided as a Piggyback connection FOR ALL WIND SPEEDS,ATTACH MITEK 3X6 20 GA Nail-On PLATES TO detail only.Building Designer is responsible for all EACH FACE OF TRUSSES AT 48"O.C.W/(4)0.131"X 1.5"PER MEMBER. permanent bracing per standard engineering practices or STAGGER NAILS FROM OPPOSING FACES ENSURE 0.5"EDGE DISTANCE. refer to BCSI for general guidance on lateral restraint and diagonal bracing requirements. VERTICAL WEB TO EXTEND EXTEND THROUGH FOR LARGE CONCENTRATED LOADS APPLIED \\ ws S K BOTTOM CHORD TO CAP TRUSS REQUIRING A VERTICAL WEB: �� OF PIGGYBACK 1) VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS ,J�!'• \CENgF' MUST MATCH IN SIZE,GRADE,AND MUST LINE UP AS SHOWN IN DETAIL. 2) ATTACH 2 x_x 4'-0"SCAB TO EACH FACE OF = N 34869 TRUSS ASSEMBLY WITH 2 ROWS OF 10d(0.131"X 3")NAILS — — SPACED 4"O.C.FROM EACH FACE. (SIZE AND GRADE TO MATCH VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.) — = (MINIMUM 2X4 � / w 3) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM O 3 9 12 :�<l/ CONCENTRATED LOAD OF 4000 LBS(t7a 1.15). REVIEW STATE OF BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADSGREATER THAN i F�ORIOP �\ 4) OR PIGGYBACK TRUSSES CARRYING GIRDER LOADS, /�/// s/ NUMBER OF PLYS OF PIGGYBACK TRUSS TO MATCH BASE TRUSS. // O N AC \\ 5) CONCENTRATED LOAD MUST BE APPLIED TO BOTH //I I I I I I I t \\ THE PIGGYBACK AND THE BASE TRUSS DESIGN. 1109 COASTAL BAY BOYNTON BC, FL 33435 FEBRUARY 14, 2012 Standard Gable End Detail SHEET 2 MiTek Industries,Chesterfield,MO Page 2 of 2 EVIDE] O --------- 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)-1O 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 iCEILING DIAPHRAGM AND ITS ATTACHMENT TO THE (TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS \ 2X 4 PURLIN FASTENED TO FOUR TRUSSES WITH TWO 16d NAILS EACH.FASTEN PURLIN \ TO BLOCKING W/TWO 16d NAILS(MIN) Diag. Brace \ \ PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES at 1/3 points SUPPORTING THE BRACE AND THE TWO TRUSSES if needed < ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH(2)-IOd NAILS AT EACH END. 'Sx/ ATTACH DIAGONAL BRACE TO BLOCKING WITH (5)-10d COMMON WIRE NAILS. End Wall CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: STRUCTURAL METHOD 1 :ATTACH A MATCHING GABLE TRUSS TO THE INSIDE GABLE TRUSS FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAILING SCHEDULE. METHOD 2:ATTACH 2X_SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL NAILING SCHEDULE.SCABS ARE TO BE OF THE SAME SIZE,GRADE AND SPECIES AS THE TRUSS VERTICALS NAILING SCHEDULE: FOR WIND SPEEDS 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)OR LESS,NAIL ALL MEMBERS WITH ONE ROW OF 10d(.131"X 3")NAILS SPACED 6"O.C. FOR WIND SPEEDS GREATER 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)NAIL ALL MEMBERS WITH TWO ROWS OF 10d(.131"X 3")NAILS SPACED 6"O.C.(2X 4 STUDS MINIMUM) MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL BRACING METHODS SHOWN ON PAGE 1 ARE / VALID AND ARE TO BE FASTENED TO THE SCABS OR INLAYED STUD VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. STRUCTURAL / AN ADEQUATE DIAPHRAGM OR OTHER METHOD ppO11F��BRACING MUST HE BOTTOM GABLE TRUSS / CHORD TO RESIST ABE PRESENT TO LL IOUT OF PLADE FULL TNE LO``AqQ5ERAL SUPP . H�ETSRFRGf Ih(C7 HOW N IN THIS DETAIL IS FOR THE VERTICAL( ,,TWOISY.S./f \\sJ . ��GENgF' •�� NOTE:THIS DETAIL IS TO BE USED ONLY FOR * •• N 34869 STRUCTURAL GABLES WITH INLAYED / STUDS.TRUSSES WITHOUT INLAYED _ STUDS ARE NOT ADDRESSED HERE. Uj _ 3/29/12jj STATE OF _�� STANDARD / "tORIDP' ..'`r^ GABLE TRUSS 0 N A\- / �/IIIIIIII�� "if 6 P, 1109 COASTAL BAY BOYNTON BC,FL 334351 ■ TECHNICAL BULLETIN April 2010 Y ',.Ncyerhaeuser Bulletin TB-300 Table 2A: Maximum Concentrated Load Applied to Beam -Wood Screw Connection (lbs)1'1 Fastener Type Hanger Wood Beam Configuration Type Screw USP W5 Simpson SDS Length #Screws #Screws 2 4 6 8 2 4 6 8 r- FACE 131 31/2" 1,435 2,870 4,305 5,740 2,040 4,080 6,120 8,160 3-ply 1'/4" I. (51/4"Beam) TOP 1�1 3'/i' 720 1,435 2,155 2,870 1,020 2,040 3,060 4,080 FACE --- - - - 3'/."+1'/4" I (51/4"Beam) J� TOP 141 3'/" 720 1,435 2,155 2,870 1,020 2,040 3,060 4,080 3'/z"+1'/4" ` FACE l (51/4"Beam) TOP 131 3/2' 1,435 2,870 4,305 5,740 2,040 4,080 6,120 8,160 4-ply 1'/4" FACE 121 6"(5) 1,055 2,110 3,165 4,220 1,360 2,720 4,080 5,440 ^� (7"Beam) TOP 121 6"let 705 1,405 2,110 2,810 905 1,815 2,720 3,625 FACE 131 3%" 1,915 3,825 5,740 7,655 2,720 5,440 8,160 10,880 2-ply 1 "+3y2" 6"1st '/4 2,110 4,220 6,325 8,435 2,720 5,440 8,160 10,880 (7"Beam) TOP 121 3/" 640 1,275 1,915 2,550 905 1,815 2,720 3,625 6"t5t 705 1,405 2,110 2,810 905 1,815 2,720 3,625 2-ply 31/:" FACE! 6"1st 121 1,055 2,110 3,165 4,220 930 1,860 2,785 3,715 (7' Beam) TOP r 2-ply 1%"+3'/z" FACE (7"Beam) TOP 131 6"I5 1,055 2,110 3,165 4,220 1,360 2,720 4,080 5,440 2-ply 1'/1'+3FACE") 6"15t 1,055 2,110 3,165 4,220 930 1,860 2,785 3,715 '/z" (7"Beam) I TO p(4) 6"tsi 705 1,405 2,110 2,810 905 1,815 2,720 3,625 r i 51/4"+1'/4" FACE I (7"Beam) TOP 131 31/2" 1,915 3,825 5,740 7,655 2,720 5,440 8,160 10,880 f 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,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. ■ TECHNICAL BULLETIN April 2010 by Weyerhaeuser Bulletin TB-3001 Table 1, 2A, 2B General Notes ■ Connections are based on NDS°2005 or manufacturer's code report. ■ All plies must be the same material and grade. ■ Values are for 100%duration of load. Increase 15%for snow load or 25%for non-snow roof load conditions, where code allows. ■ Rotational effects should be considered for 7"wide beams loaded from one side only. ■ Capacities shown for face mount hanger conditions are based on 16d common (0.162"x 3'/2')nails installed in the hanger. Other nails used for face mount hanger installations invalidate the capacities in these tables. ■ Verify adequacy of beam with all loads applied by using iLevel software or other methods. ■ See the iLevel Trus Joist°Beams, Headers, and Columns Specifier's Guide(#TJ-9000)for required connections for uniform side loads. Bolt or Wood Screw Connection Details ■ 1/2"bolts-9/16"o maximum holes ■ 3/4"bolts-13/16'm maximum holes a a • Lead holes not required for wood screws V;16 Conc.Load Conc.Load 00 Conc.Load Conc.Load mm `o 0 (V M N� .. .. .Qty _.. .: ...,....�..� .. ... ..., .., �_�:. IW C W + ......�:.... id LJ EQ. l 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/z'o bolts d=9'/ for'/2"o bolts d=11%"for/i'o bolts d=9%"for'/"o bolts d=14"for I/,"o bolts d=16"for'/4"o bolts Conc. Load Nailed Connection Detail � a *STAGGER NAILS TO PREVENT SPLITTING 1 '/2 16d Sinker(typ) Typ LL1 '' -1„) (0.148"x 3'/a") 6 Nail Pattern 12 Nail Pattern 18 Nail Pattern Page 4 of 8 24 Nail Pattern CONTACT US • 1.888.iLevel8 (1.888.453.8358) -www.iLevel.com AWeyerhaeuser,ilevel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.©2010 Weyerhaeuser NR Company.All rights reserved. • TECHNICAL UL TIN by Weyerhaeuser March 2010_ Bulletin TB-300 Connection Design Example ti 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•) -A L J L IL J L Maw, r � Additional 3-1%"x 14"Microllam'LVL Beam, Flush Connection - ------ - ------------------ Required for ;r - Concentrated Face Mount Hanger with 5,000 lbs Reaction Load a 2- 1a/"x1o„ � Microllam LVL 14" Floor Joists @ 24" o.c., Typ. Beam, Flush ----------—------ 4'-0" 15'-0" 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. 1 ,V 1 E1A 8 M1111 0 -'1Kj 'Forte MEMBER REPORT Level,Floor.Flush Beam sattware 3 PIECE(S) 1 314"x 14" 1.9E Microl(amCR LVL PASSED Over a&Length IS x U L All Dimensions are Horizontal.Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF System:Floor Member Reaction(lbs) 7595 2` 78G9 Passed(97%) -- Member Type:Flush Beam Shear(lbs) 6837 cAi 1'5 112" 13965 Passed(49%) 1.0 Building Use:Residential Moment(Ft-lbs) 25215 @ 4.11 718" 36387 Passed(69%) 1.0 Building Code:IBC Live Load Deft.(in) 0.356 @ 7'1 13116" 0.489 Passed(U494) Design Methodology:ASD Total Load Dell.(in) 0,456 @ 7'1 718" 0.733 IPassed(U386) Deflection criteria:LL(U360)and TL(U240). 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"oic unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability- Supports tability. Su orts Total Available Required Support Reactions(Ibs) PP Bearing Bearing Bearing Dead/Floor 1 Roof 1 Snow Accessories 1 -Stud wall-Spruce P€ne Fir 3.50" 3.50" 340" 1641 i 5955 1010 Blocking 2-Stud wail-Spruce Pine Fir 3.50" 1.50" 2.33" 1 164 14045 10/0 Blocking - Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Loads Location Tributary Dead Floor Live Roof Live Snow Comments Width (0.90) (1.00) (nonsnow:1,25) (1.15) 1 -Uni­orm(PSF) 010 15' 1 100.0 400.0 0.0 0 7 10'Hour 2-Print(b) 4' WA 1000 t4G0 0 0 Location Analysis Shear(tbs) Moment(Ft—lbs) Comments Actual 1 Allowed/LDF Actual!Allowed 1 LDF 1-3' 60351 13965 1 1.0 19186 t 363871 1.0 BOLTS LEFT OF HANGER 2-5' 391 12569 10.9 25215136387/1.0 BOLTS RIGHT OF HANGER Forte"Software Operator Job Notes 312512010 9.02:21 APA iboveA&Fore-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 ,4 s 25-00-00 - BEARING HEIGHT 56HEOULE O O O o 0 0 0 0 U U U w w w w w co CJ01 CJO 'S 2 °a a ° Q ✓�7 r r e C` 13J - CJO 3 a0 r. c a-�. n z' a C T02 * Z c R m c T03 a L � c 00r 1115: L 0 O 3 U EANDAPB OO r 0P5ATIMN7TNOFROARR Y BRACIN ) G'1 G WfO EN61NEWEV DRAWING5 FOR PERMANENT qT 2)ATRU55E5(NLUDING TRU55E5 EWER0 CC LLEYFRAM9) r� MUST BE COMPLETELY RO e .,,, V 0 OR REFER 70 DETAIL V105 FOR c\1 N Zr mCi 4 AST RNATE DXXCIN6 REOUIREMENT5. Lr) r t: ,,,1, T04 6 Q V t 3 F,RLl L BY 5Btl1LDER. BE CONVENTIONALLY °1p O C /—C 2° i c m v i N c' . 4... 'TRUZZES E DE516NED FOR 7 o.c. Q $ �' G. 5PAdG.UHLE55 OTHERWI5E NOTED. .,.� W � Ga �, U �.0 `#M.L WAL F"710WN ON PLACEMEN L�. ARE IDERED 70 BE LOAD BEARING. 5 OTHERWISE NOTED. - 6.)5Y42 TRU55E5 MUST BE IN5TALLED J WITH THE TOP BEING UP. 7.)BEAMIHEADER/LINTEL(HDR)70 BE FURMSHED BY BUILDER. 0A Builders FirstS ource Jacksonville PHONE:q04-772-6100 FAX.q04-772-lg73 T05 Tampa CJ03 T06 PHONE:813-621-8631 FAX 813-628-8q% ; O o 9 Freeport O CJ0 > O PHONE:850-835-4541 FAX 850-835-6835 O to CJ01 O O O O O O O IL E U U U w w w w Beaches Habitat LEDAL ANCE55 640 Orchid Street 25-00-00 WDLL: Renllec 3-6ED r LEFT ['12/lq/12 TE DRAIN 1iul Pcicmacl MGI 457478 MITLK PLATE APP � OVAL 6 30 ' 10 tte'e1j.11 lallcralblR Re45 457478 FORM 405-10 FLORIDA ENERGY E€FICIE14CY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Prnjert Name: 1 Pnry 3 Bedrnnm Detarhed Sinnle Family Builder Name: Hahitat Fnr Humanity Bearhrs Street: I�-IW rfl•C p G� )v , 3aa33 Permit Office: Dwat City,State,Zip: t'T1 NN rl I Permit Number: Owner: DCaMe5 H' l Jurisdiction: 4,Hp4'G Design Location: FL,Jacksonville 1. New construction or e)6sfing New(From Plans) 9. Well Types(1120.0 sqft) Insulation Area 2. Single family or multiple family Single-family a.Frame Wood,Exterior R-1 1.0 1120.00 f' b.NIA R= 3. Number of units,if multiple family 1 c.NIA R= ft' 4. Number of Bedrooms 3 d.NIA R= ft' 5. Is this a worst case? No 10.Getting Types (1123.0 sqft.) Insulation Area 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 below grade(ftp 0 c.WA R- ft 11.Ducts R ft' 7. Windows(170.6 sqft.) Description Area a.Sup:Attic,Ret:Main,AH:Main 6 224,6 a. U-Factor: Obi,U=0.35 170.58 ft? SHGC: SHGC=0.35 b. U-Factor. NIA to 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 24.0 SEER:14.00 c. U-Factor: NIA ft' SHGC. 13.Heating systems kBtu/hr Efficiency d. U-Factor: NIA ft' 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 S. Floor Types (1123.0 sqft.) Insulation Area a.Electric Cap:40 gallons a.Slab-0n-Grade Edge insulation R=0.0 1123.00 tY b. Conservation features EF:0.920 ft b.N/A R= ' None c.NIA R= fe 15.credits pstat Glass/Floor Area: 0.152 Total Proposed Modified Loads: 24.02 PASS Total Standard Reference Loads: 30.68 1 hereby certify that the plans and specifications covered by Review of the plans and iy'F-THESiI this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. v -- ��44" PREPARED BY: _ Before construction is completed u�' _ DATE: this building will be inspected for 9 P compliance with Section 553.908 :.�`n•. ` I hereby certify that this building, �design ,is compliance Florida Statutes. with the Florida Energy Cqde. OWNER/AGENT: / BUILDING OFFI -__ DATE: - ---- l�' -- - --- -- DATE: Y-.7 _! - -- -------..-- - Compliance requires completion of a Fion(ja Air Barrier and Insulation Inspection Checklist �tEVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH :F1 L:E COPY SEE PERMITS FOR ADDMONAL REQUIREMENTS AND CONDPTIONS. t BY EnergyGaugeO U �Fl 2es201 ction 405.4 1 Comppant Software Page 1 of 5 DATE: LL71 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 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 W 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 W 0 0.23 0.8 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Wood Main Metal 0.36 3 0 6.7 0 20.09999 WINDOWS Orientation shown is the entered,Proposed orientation. V/ 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 6110 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 ctm 0.75 1 sys#1 10/3/2012 2:39 PM EnergyGaugeO 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: a PERMIT#: A+larffi'c beack), Ft- 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: 1 Story,3 BedroomD tached Single Family Builder Name: Habitat For Humanity Beaches Street: O�sty ( Permit Office: Duval City,State,Zip: �L8c ) FL•3,Qg33 Permit Number: L Y Owner: 9)&z 1�' & itt Jurisdiction: A.Hal*C MIAC ') 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. Fireplace Fireplace walls include an air barrier. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software I Story, 3 Bedroom Detached Single Family HVAC Load Calculations for Habitat For Humanity Beaches 1671 Francis Avenue Atlantic Beach, FL 32233 r , , ,' REIsiDEWnAL 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 1 Story,3 Bedroom Detached Single Family Jacksonville FL 32218 16 Page 3 Ivfiscellaneous 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 Sizing Inputs 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. Type_ Descri tion Location Coiling Leakage 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 Maximum Rough.i Design SP: Ducti Duct; Htg Clg Act. Duct Duct Name Velocity; Velocityi Factor; L/1001 Losse Velocity Length! Flow _Flow__FlowJ Site System 1 - - Supply Runouts Zone 1 _ 1-Living 450 750 0 0.1 450.3 104 ,—!�1' 241 2--7 2-Br 3 450 750 0 0.1 452 34 I 62 1--5 3-AHU 450 750 0 0.1 26.5 1 2 1-4 4-Hall 450 750 0 0.1 0 17 25 0-0 5-Br 2 450 750 0 01 514.4 67 70 1--5 6-owners 450 750 0 0.1 612.6 76 jl 84 1-5 7-Owners Bath 450 750 0 0.1 276.8 17 - 24 1-4 8-13arn 2 450 750 0 0.1 190.6 C77i 17 17 1-4 9-Kitchen 450 750 0 0.1 554.8 31 USI 148 14 10-Dining 450 750 0 0.1 580 64 E79WI 79 1--5 Other Ducts Supply Main Trunk 550 600 0 0.1 538.4 426 rWI 752 16 Summary System 1 Heating Flow: 426 Cooling Flow. 752 Wednesday, October 03, 2012, 2:37 PM M Residential&Light Commercial HVAC Loads Eliare Developmnergy Services 161 Story,3 Bedroom Detached Single Family ville,FL 32218 Pa e 7 Builclin Pie Chart Infiltration 8% Floor 37% Ductwork 19% Building Loss 21,081 Btuh � � Door 1% T a�^ 0 Glass 11 /o Roof 7% Wall 17% i Roof 10% Infiltration 10% Wall 13% `. _Ductwork 25% Building Gain 19,216 Btuh ' r{ Glass 15% k� 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 Pa e 9 Building 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 00 45° 900 1350 1800 2250 2700 3150 High Rm. Room Rot. Rot. Rot. Rot. Rot. Rot. Rot. Rot. Duct No. Name CFM CFM CFM CFN� CFM CFM CFM CFM Size System 1: Zone 1: 1 Living 241 249 261 `278 241 267 243 2 2-7 56 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 De Tees 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 *1.73 180' 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 N O a u 0 o 1.60 1.55 South Southwest West Northwest North Northeast East Southeast Direction Front door Faces -���- BuildingNet Tonnage Wednesday, October 03, 2012, 2:37 PM r. -sem 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 Buildin Rotation Duct Sizes Direction Front door Faces Room or S SW W NW N NE ! E SE Max Duct Name - Duct Htg Clg Htg Clg Htg Clg Htg Clg Htg Clg Htg , Clg Htg Clg Htg 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 uiij 104 E2�9 104 281 104 278 104 ?41 104 �2b7 104 [7j4104 240 3-6 2-Br 3 34 62 34 59 34[ _48 34 L V 34 162 34 34 45 34 t 56 1-5 3-AHU 12. 1 [2 1 2 1 E2 1 E 1 1 C`Z 1 [2 1-4 4-Hall 17 25 17[ r7! 17 27 17 U 17 Q5, 1725; 17 25 17 6 0-0 5-Br 2 67 67 _85 67 94 67 67 70 67E0 67 _ 87� 67 �83 14 6-Owners 76 - 84; 76 1110 76 108 76[7K7. 76 f-a4, 76 93 76 101 76 N 1-6 7-Owners Bath 17 24 17 22:' 17[--ii 17 22, 1724: 17 21 17�8; 17 1 4, 1-4 8-Bari 2 171 17 17 F_ 18 17 -18 171717 17 _17: 16 17 17 1717_ 1-4 9-Kitchen 31 148; 31 151 31 t2 31 1!18: 31 i4t3 31 141 31 [31, 31[=45 1-7 10-Dining 64 __7g 64 77 6 74 4 ` 64 92 64 78; 64 $9': 64 fig' 64 -:24' 1-6 Other Ducts _ _ Supply Main Trunk 426 752' 426F-* 426 L794, 426 820 426 f 752 426[ 788, 426 140 426 753', 16 Bldg High Dir.: Northwest Sensible Gain: 18,031 Latent Gain:2,691 Summary System 1 Heating Flow: 426 Cooling Flow: 752 Wednesday, October 03, 2012, 2:37 PM 0 o � � c C ►� M o a 00 o M o U � (° o bb U cz '� 3 a! sem° o o rp on Iia > a cn o ct 41 0 W ohoaoi o M 0 �, v M1a", u coo U c .v cd A � on -o cz o � o A w y o fxuo cz Z d � �- W 3 �° o A o o 3 o o Q O O � � 0 0 �, o o ci a d s '" U t Q A o xx M � U w w w w Q W U F� Q w E■ Q W O E- U F y w F, cz m W � •� o 0 0 Gq Q S.: �+ O O � u U O Q W tA o O ° , Q. V ° v t4 to CA L. O o 3 b o -o r to C4 —Ct QW � o � oo zr ma xo xo o o o ob o ... uv o un � � ¢LnV) 00 Q� r. .- a "" N M r- 00 U A r A O `Y' cv z U w w wwwri Q W m z Q Q 0 W � F- O � � �J E3 , N E- W Q O � o r z ¢ C4v� U �C WO � 03 E- W �CUU � r-. L`- o � N � x V] N M n ,D [� Vj U ^ N M 4 k oo C� C 0 .— C) U "O U �O O o "C pG U a� C) ' 3 � n� co to � �• M o o .O Z O � U M i d id U X O ) o r7 0 W cz N c� U <`. J r O U tt U a�i o o 0 a b � z O i o .� 0 ed W o > .CIS .. W W o o o Ate, 1:14cd o 0 0 Q � 0 U z o a � d � 3 •.= ° a o 00 o «1 o d o o W 0 cn � � N M w o Q A ? 0Ln cl Qa d CN 0 E6 A W o cn a� ;? ottO a. o N ¢on W N Ct O ¢ v O O O cd N * S! �Jv� r r V CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00002505 Date 5/23/13 Property Address . . . . . . 640 ORCHID ST Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES GEN 2F DISTRICT Application valuation . . . . 75000 ----------------------------------------------------------- Application desc new home ---------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- BEACHES HABITAT BEACHES HABITAT PO BOX 50939 1671 FRANCIS AVENUE JACKSONVILLE BEACH ATLANTIC BEACH FL 32233 JACKSONVILLE BEACH FL 32240 (904) 241-1222 (904) 241-1222 --- Structure Information 000 000 SINGLE FAMILY HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------- Permit PLUMBING PERMIT Additional desc . . Sub Contractor . . ADVANTAGE PLUMBING Permit Fee 125 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 11/19/13 ------------------------------------------------ Special Notes and Comments Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from the edge of pavement to the property line . Reinforcing rods or mesh area not allowed in the right-of-way. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) Full erosion control measures must be installed and PERMIT ISa lMdN]PyliOrCCMD-4hK�JiTIB'4-Ljg c3n'oieA5jxiikrIdB6t1 l)gNCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEAI s) 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number 13-00002505 Date 5/23/13 --------------------------------------- Special Notes and Comments activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. Sidewalk location to be coordinated with Public Works Inspector. Call 838-8076 to schedule . Maximum driveway length, with flares, at curb line is 24 ' . 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE *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 . 0 STATE PLBG DBPR SURCHARGE 2 . 00 Fee summary Charged Paid Credited Due ---------- Permit Fee Total 125 . 00 125 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 129 . 00 129 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. PLUMBING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach,FL 32233 Ph(904) 247-5826 Fax(904) 247-5845 JOB ADDRESS: !0 � C, l " �C � PERMIT# NEW OR REPLACEMENT INSTALLATION: Project Value TYPE OF FIXTURE QTY TYPE OF FIXTURE QTY Bathtub Septic Tank&Pit Clothes Washer i Shower Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet — — Hose Bibs = Urinal Kitchen Sink i 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 ** Xx SJRWD Well Completion Form. Completed form to be submitted to the Building Department for final inspection.' ❑ Other work is suspended or abandoned for six months.I hereby certify that Permit becomes void if work does not commence within a six month period or 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 othir state or local law regulation construction or the performance of c ru�. Property Owners Name Phone Number: Plumbing Company ' Office PhonL �7'�fl`�fs Fax Co. Address: City 1- , Statef-4 Zip ion# License Holder(Print): State Certific ti egistrat �-- . Notarized Signature of License Holder Go °w Notary F-Mic State of Florida Sworn and subscribed be me this day of 20 Q �; Jennifer S vanoven My Commission EE130705Signature of Notary Publore�o Expires 09/15/2015 CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD ±� ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00002505 Date 7/30/13 Property Address . . . . . . 640 ORCHID ST Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES GEN 2F DISTRICT Application valuation . . . . 75000 ---------------------------------------------------------------------------- Application desc new home ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BEACHES HABITAT BEACHES HABITAT PO BOX 50939 1671 FRANCIS AVENUE JACKSONVILLE BEACH ATLANTIC BEACH FL 32233 JACKSONVILLE BEACH FL 32240 (904) 241-1222 (904) 241-1222 --- Structure Information 000 000 SINGLE FAMILY HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL HVAC PERMIT Additional desc . . Sub Contractor . . FLORIDA AIR SERVICE & ENG.LLC Permit Fee . . . . 95 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/26/14 ---------------------------------------------------------------------------- Special Notes and Comments Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from the edge of pavement to the property line. Reinforcing rods or mesh area not allowed in the right-of-way. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) Full erosion control measures must be installed and PERMIT IS a um)eolNtp iQUC/tRDA d[rM.6Mg CWV4 OFe,%Yt�f14i§1i��"r(Jk� *gNCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH f 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 r - INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00002505 Date 7/30/13 ---------------------------------------------------------------------------- Special Notes and Comments activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. Sidewalk location to be coordinated with Public Works Inspector. Call 838-8076 to schedule. Maximum driveway length, with flares, at curb line is 241 . 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE *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 MECH DCA SURCHARGE 2 . 00 STATE MECH DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 95 . 00 95 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 99 . 00 99 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT APPLICATION _ CITY OF ATLANTIC BEAC:.H. 800 Seminole Rd Atlantic Beach, h[_ 32233 Ph (904) 247-5826 Fax (904) 247-5945 oB ADDRESS: &qD _ QiQ.a*,Efl -Sr PERlvrrr# PROJECT VALUE $ �d O' a� .4.R1 # :244, a REQUIRED _„_Air "Handling Equipment Only Air Handling Unit & Condenser Condenser Only iEW AIR CONDITIONING & IHEATIING SYSTEM. INSTALLATION Air Conditioning: Unit Quantity Tons Per. Unit Z � Seei.Rating Heat: Unit Quantity BTU's Per Unit � �1tEQUIRED Duct Systems: Total CFM tEPLAC:EMENT Alit CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity�— Tons Per Unit 's Per. Unit Seer.Rating Heat: Unit Quantity STU REQ UIR��D Duct Systems: Total CFM SIRE PREVENTION (require.%' 3 sets of plains) Fire Sprinkler System Quantity (Requires 3 sets of plans) Fire Standpipe Quantity (Rciluires 3 rets of plans) Underground Fire Main Value (Requires 3 sets of plans) tl; Quantity Fire IIoyc Cabinets Q y (Requires 3 sets of plaits) commercial Hoods Quantity (Requires 3 sets Of plans) Fire Suppression Systems Quantity ]RE PLACES MISCELLANEOUS: T3'lU's PrefabricatedAutomobile Lifts Fireplace Qty Boilers _ --� Gas Piping Outlets _ Llcvators/.lrscalaturs kLL OTHER GAS PIPING Iieat Exchanger pinpti Quantify of Outlets —. — Re'frtgerator Condenser B`I'[J�5 # Vented Wall Furnaces ~alar Collection Systems # Water Beaters — — 'banks (gallons) Wells )THER: Mad ;ind�lydinuncrs�ovcnlin9 this work will be cOnlplir d w`tt�l cit,tru�tiocl'a�ictl or v id il'wurk docs nut unninencc within Six rrirnriM pc>�ioVd or work york is suspended or iil»ndtm d for six nlc lle I; I he i'Chy Cth whether that t h�wr ird el'lriit t)CCOnIIJ V lis rppticulion and know die sante to he true and cni>•ei,t, All pi pvislun 65 appl PCl'ork ndC rcpt 1.1c n�thlcYlty to violtctC the provislorlS OI illy Ut1H:!$t.11C or local Ittw rcguluupn cunslY�l�)c Ntu lhcr le 111i101' gLY ne roperty Owners Name s � C� �lOftice Phone FZ3�� Fa..: — ncchanical Company Pam State City 'o. Address: Stntc Ccrti:llcation/Rcgistration# G ,ieense Flolder(Print): Totariz4d Signature of License Holdj P'er .✓ „n, �i�rlaa U____�-- I36)re me this day its Signature of Notary P-ublic ti/Z d - sbBsZbz 0i sGGez2eb06 3ti3:WMU 9S:90 ZM2-s2--inf 09/1912013 15:23 904-2490703 BROOKS AND LIMBUAGH PAGE 01101 EARLY POWER AGREEMENT & RELEASE f CITY OF ATLANTIC BEACH Electric power is requested now under the conditions and terms of this fully executed Agreement&Release Job Address: 0 ack 1[t S�� Permit No. Service Type (Circle One): Overhead ndergroun We, the undersigned General Contractor and Electrician,understand and agree: 1. "Early Power" is purely for our construction convenience, it is nor required by Codes and does Mi substitute d ss ucfo s at al Inspections p c an of the Build(C ��caal of Occupancy}"�Tiat must be issued before occupancy, 2, re rr ntst htave prior Aplprmake ak�includzr�g m t�x base connections.early power exkergizing. A.11 rough inspections 3. Occupancy or use of the new construction before a formal C/O constitutes fraudulent use of the earlyy electric service. Such action is expresAsly prohibit dmaadepu request ozztp remGio al of el tric service Ordinances. A violation of this Agreement shall resultq lr after a twenty-four hour notice. 4. "Early Power"release authority is the Electrician and/or the Contractor and must not occur before: a. Equi merit, devices and fixtures are installed(or blanked off)safely. b. Panel is complete with breakers and cover,and(labeling required at final inspection). c. Service connection and grounding is complete. d. The electric system has safely passed through electrical check. c, Meter can is permanently marked with address. f. Temporary address numbers displayed(Permanent numbers are required for CIO). S. 'Ibis fully completed form is to be submitted to the Building Department by hand, mail or fax. 6. Future such Agreements will not be accepted from those who violate any one of the above itetus. CONTRACTORDATE PRXNT NAME DATE ELECTRICIANgun PRINT NAME 800 Seminole Road,Atlantic Beach FL 32233 Phone:(904)247-5826 Fax:(904)247-5845 http,//' y%rw,coab.us revised 01 30 09