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Permit SFAT 1841 Taylor Way 2011 (2) CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date 10/19/11 Parcel Number 172134 -0090- Property Address . . 1841 TAYLOR WAY AB ATLANTIC BEACH Subdivision Name FL 32233 Legal Description . Property Zoning . . . TO BE UPDATED Owner BEACHES HABITAT Contractor BEACHES HABITAT 904 241 -1222 Application number . . 11 00001757 000 000 Description of Work . . SINGLE FAMILY ATTACHED DWELLING Construction type . . . TYPE 5 -B Occupancy type . . . RESIDENTIAL Flood Zone ZONE X Special conditions . 2007 FLORIDA BUILDING CODE WITH 2009 REVISIONS A 1 4 4 1( "4� z M Building fficial VOID UNLESS SIGNED BY BUILDING OFFICIAL CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: /0 - - l/ Contractor Name: Permit #: //—/ Property Address: / /.25.4-2 Legal Description: Improvements to the above - described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: Single - Family Residence 1 •" ❑ Commercial ❑ Other: Lowest Floor Elevation: Required As Built FFE The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. /40 Public Works (o /a A))/ (7/ Public Utilities co/ y » // d Building / 7 / op )1. to Planning (L.)/ / Tree Mitigation r3/, Satisfied / Final Survey with FFE Yes No All Re- Inspect Fees Paid Yes No Termite Treatment Yes No White, Debbie From: Hall, Erika Sent: Wednesday, October 19, 2011 10:22 AM To: White, Debbie Subject: RE: 1839 - 1841 TAYLOR WAY Debbie, I do not have any unresolved zoning issues for the Taylor Way development. Thanks, Erika From: White, Debbie Sent: Wednesday, October 19, 2011 8:27 AM To: Hall, Erika Subject: 1839 - 1841 TAYLOR WAY Erika: I have the final survey on the Habitat location above.. I need your zoning approval for their c /o.. Thanks, Debbie I E. i t " T OE Al"LANTIC BEACH fT4ING DEPARTMENT 2 F "77 24 7 5826 A 247-5B45 F° � i White, Debbie From: White, Debbie Sent: Friday, October 14, 2011 4:03 PM To: Carper, Rick; Nodine, Phil; Walker, Chris; Clemons, Malcolm; Kaluzniak, Donna; Hall, Erika Cc: Graham Shirley Subject: CERTIFICATE OF OCCUPANCY INSPECTIONS 1839 AND 1841 TAYLOR WAY TO ALL: Beaches Habitat would like a c/o inspection on Tuesday the 18th. Please email me your results. Thanks, Debbie ; E ATLANTIC BEACH 247-5826 247-5845 FAX 1 N 4) _; 8 a �, o o y ,2 . 9 N v E m G CI 0 la - .0 o ° a g y J O } y C. ' "?S L t0 ..,I . J h CL1 n r a C� CIA O ^ o C u � � " p U Q o j \-j: 1 a o � d 03 q p C m O w W W L LL a 0 , °� C y .0 .Q v oN 0 CI �: ' � 8 W 8. 0 ca O . co CL) L CO ° i4 Ai "s CU Ce S L , 1 , N c v . ► fi r " N y . (/4 1.4 4 U o .mow o >, ° o o O d v o 3 o x at ci a a a v N o O� a -' 6� O y .0 iv 1 N b � � Q 0 asilE cr ra al f w F. 4 Q! a. • .V. A U b .Q Q7 O H 4J . .s 2.. a o Z „� H `p o 8 n , o ❑ w +� },y0 W ' o o E N p T ^ a . y v p cu L `J �Z V . t N N N y 0 .� 4 Q.1 O X 'k . w, U ua (� a � • ' >>, 2 o ., •+`.1 fr au . 02 v N N ` � i / � j CA a / d G' ° s° •c u : is F w cl A • vl ' a .r 0 .+ ca . � V u. u Y v 7 • V a v 3 °' y O C7 /`w .., 4 „O /7 2 id o eu '. o o ro a a u White, Debbie From: Walker, Chris Sent: Wednesday, October 19, 2011 7:51 AM To: White, Debbie Subject: RE: CERTIFICATE OF OCCUPANCY - 1839 AND 1841 TAYLOR WAY Sorry I meant to tell you yesterday. Everything is good here. From: White, Debbie Sent: Tuesday, October 18, 2011 4:48 PM To: Carper, Rick; Nodine, Phil; Walker, Chris; Kaluzniak, Donna; Clemons, Malcolm Subject: CERTIFICATE OF OCCUPANCY - 1839 AND 1841 TAYLOR WAY ANY WORD ON THIS C/O? It it A 1 LANTIC BEACH :' NG DEPARI MEN"I 804 24E-5826 247-5.845 FAX 1 White, Debbie From: Nodine, Phil Sent: Wednesday, October 19, 2011 7:24 AM To: White, Debbie Subject: RE: CERTIFICATE OF OCCUPANCY - 1839 AND 1841 TAYLOR WAY OK for PW From: White, Debbie Sent: Tuesday, October 18, 2011 4:48 PM To: Carper, Rick; Nodine, Phil; Walker, Chris; Kaluzniak, Donna; Clemons, Malcolm Subject: CERTIFICATE OF OCCUPANCY - 1839 AND 1841 TAYLOR WAY ANY WORD ON THIS C/O? VIHITE OF ATLANTIC BEACH c7DING DEPARTMENT D4 2 FAX 1 White, Debbie From: Clemons, Malcolm Sent: Wednesday, October 19, 2011 3:58 PM To: White, Debbie Subject: RE: CERTIFICATE OF OCCUPANCY - 1839 AND 1841 TAYLOR WAY No Irrigation backflow ok. Malcolm From: White, Debbie Sent: Tuesday, October 18, 2011 4:48 PM To: Carper, Rick; Nodine, Phil; Walker, Chris; Kaluzniak, Donna; Clemons, Malcolm Subject: CERTIFICATE OF OCCUPANCY - 1839 AND 1841 TAYLOR WAY ANY WORD ON THIS C /O? i fz, OF oNTLANTIC BEACH 14 DEPARTMENT , 90e-1'; 24'7-5826 .1;9 ) 247-5845 FAX 1 1 r�,,`j ' a r 1 J y', `u CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD t g X ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 Application Number . . . . . 11- 00001757 Date 7/14/11 Property Address 1841 TAYLOR WAY Application type description SINGLE FAMILY ATTACHED DWELLING Property Zoning TO BE UPDATED Application valuation . . . 75000 Application desc new home Owner Contractor BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVE. 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241 -1222 (904) 241 -1222 Structure Information 000 000 Construction Type TYPE 5 -B Occupancy Type RESIDENTIAL Flood Zone ZONE X Permit ELECTRICAL PERMIT Additional desc . Sub Contractor . LIMBAUGH ELECTRICAL CONTRAC Permit Fee . . . 115.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Expiration Date . 1/10/12 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONALELECTRIC 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 Roll off container company must be on City approved list and container cannot be placed on City right -of -way. Erosion control measures (silt fence) must be maintained throughout construction phase. Other Fees STATE ELEC DCA SURCHARGE 2.00 STATE ELEC DBPR SURCHARGE 2.00 Fee summary Charged Paid Credited Due PERMIT IS AYYROPED GYM IN R& Vi(DANCE WI +14 a° CITY OF ATL KC ORDINANCES AND THE FLORIDA° 0 BUILDING CODES. • c) = ` ‘ CITY OF ATLANTIC BEACH ..r• ) 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 `� INSPECTION PHONE LINE 247 -5814 44 ,0119 1 "' Application Number Page 2 11- 00001757 Date 7/14/11 Plan Check Total .00 .00 .00 .00 Other Fee Total 4.00 4.00 .00 .00 Grand Total 119.00 119.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ELECTRICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd, Atlantic Beach, FL 32233 Ph (904) 247 -5826 Fax (904) 247 -5845 JOB ADDRESS: .. I S ( TA I or L3 s PERMIT # //- / 75' 7 JEA INFORMATION REQUIRED ON ALL PERMITS ��,� ��i�'= Ag�Lf! VOLTS , PHASE VALUE OF WORK$ ad D NEW SERVICE ❑ Overhead Vr Underground Residential (Main) Service Underground up Pole 00 - 100 amps 01 150amps 0151 200amps 0 am s ❑ Commercial (Main ervice P # of Meters ❑ 0 -100 amps ❑ 101- 150amps ❑ 151- 200amps 0 amps Conductor Type Size OCT Service c p s ❑ Multi- Family (Main) Service ❑ 0 -100 amps ❑ 101- 150amps 0 151- 200amps O ❑Temporary Pole 0 amps GPs # of Unit Meters SERVICE UPGRADE 0 amps ❑ CT Service amps NEW FEEDER (ADDITIONS, ACCESSORY STRUCTURES, ETC.) 0 100 amps ❑ 150amps 0200amps 0 amps P OCT Service a _ ADDITIONS, REMODELS, REPAIRS, BUILD - OUTS, ACCESSORY STRUCTURES, ETC. Outlets /Switches: 0 -30am s Appliances: 0 -30am s 31- 100amps 101- 200amps A/C Circuits: 0- 60amps 61- 100amps 101- 200amps P 61- 100amps Heat Circuits: # circuits @ kw Number of Lighting Outlets, Including Fixtures: OTHER ELECTRICAL PROJECTS ❑Swimming Pool 0 Sign ❑Smoke Detectors Qty :Transformers KVA ❑Motors hp FIRE ALARM SYSTEM (Requires 3 sets of plans & Fire Alarm Checklist) Qty volts/amps VALUE OF WORK $ REPAIRS/MISCELLANEOUS :Replace Burnt/Damaged Meter Can OSafety Inspection ❑Panel Change ❑OH to UG C Other: Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Nametar k Phone Number 2(4 ■- 6 10 S Electrical Company Li alr_�_c_t_.. 'Dear C 0 ��- r �a o �( Fax Co. Address: 4 WET +h Si City A fi lGiYIfIL PZip 22 -- License Holder (Pr' ,,,, „,, �, hokaYit' I �, , Y ►► , ., tate Certification/Regis� X002296 Notarized Si gnat • e*' P w %oF: e Expires 03/11/2013 1 tiz...,* : , ; cribed befs - th ,1 _ sa of _ 20 1 Signature of Notary Publ , - bc.AC._ 1. I i 4 i / CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD . ATLANTIC BEACH, FL 32233 t INSPECTION PHONE LINE 247 -5826 '��JFfl� Application Number 11- 00001757 Date 3/15/11 Property Address 1841 TAYLOR WAY Application type description SINGLE FAMILY ATTACHED DWELLING Property Zoning TO BE UPDATED Application valuation . . . 75000 Application desc new home Owner Contractor BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVE. 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241 -1222 (904) 241 -1222 Structure Information 000 000 Construction Type TYPE 5 -B Occupancy Type RESIDENTIAL Flood Zone ZONE X Permit BUILDING PERMIT Additional desc . Permit Fee . . . 380.00 Plan Check Fee . . 190.00 Issue Date . . . Valuation . . . . 75000 Expiration Date . 9/11/11 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/2009 REVISIONS \ \t°"\ lio -\1 11 / NATIONALELECTRIC CODE "J *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 Roll off container company must be on City approved list and container cannot be placed on City right -of -way. Erosion control measures (silt fence) must be maintained throughout construction phase. Other Fees STATE DCA SURCHARGE 5.70 ENG REV PRE APP > 3 HRS 100.00 STATE DBPR SURCHARGE 5.70 SEWER SDC- SYSTEM DEV CHG 4050.00 UTIL REV PRE APP >3 HRS 50.00 WATER CONNECT /METER ONLY 185.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITYTAWACIrfgiUND THE FLORt• 0 0 BUILDING CODES. • 1 ° ,,,,,,,,, �t CITY OF ATLANTIC BEACH *p.,,. it 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 ; - INSPECTION PHONE LINE 247 -5826 4.4 {1135 9 ` ' Page 2 Application Number 11- 00001757 Date 3/15/11 Other Fees WATER SDC- SYSTEM DEV CHG 1140.00 Fee summary Charged Paid Credited Due Permit Fee Total 380.00 380.00 .00 .00 Plan Check Total 190.00 190.00 .00 .00 Other Fee Total 5586.40 5586.40 .00 .00 Grand Total 6156.40 6156.40 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 1�4K ww.+•w.+F a � ,W 4 . BUILDING PERMIT APPLICATION ' `- '�` �` ' �'� *` " CITY OF ATLANTIC BEACH f p y i • 800 Seminole Road, Atlantic Beach, FL 32233 i 1 i Office (904) 247 -5826 Fax (904) 247 -5845 L ' -� : . fob Address: /R A--- ( ^-- )6 '2 Permit Number: 1/ / 75'7 .egal Description Zc 3 tt 1,c -fr.-. jf: ii ny Parcel # o Floor Aredot Sq.kt. Sq.Ft Taluation of Work $ 7S , Proposed Work heated /cooled / Z12 non - heated /cooled$ fair) � z ;lass of Work (circle one): ' Addition Alteration Repair Move Demolition pool/spa windosvv / z O ( iA Ise of existing /proposed structure(s) (circle one): Commercial iden ' i = 9, q f an existing structure, is a fire sprinkler system installed? (Circle one): es o - N /A 1 Ca z Q lorida Product Approval # , *0 a 'or multiple products use product approval orm II t E-1 11 )escribe in detail the type of work to be performed: ' T �s ;1f t� srf� U s - 44.... r 14.� ...., - I y.?- J 4,-- uo ' <C 44 w • roperty Owner Information: W 13r 2 i x-►' % ) ', i. Address: /�'l f �roc..�c' 41.1 c l-+ W O : - ame: f ity ic7,- ! Stater 327.33 Phone "o - -, 222 U -Mail or Fax # (Optional) B► ontractor Information: n ` ompany Name: 8 ��>. � « z ; ) .s g Qual�' ymg Agent: ddress: f U? Fr. c) - City hJ flc > e ms- State f Zip 32-Z, ffice Phone 0 - Z9 /- )2"r --` -- Job Site/ Contact Number '7c ., - 3? 2-27? Fax # et 3i- 29t '$1,3)<' :ate Certification/Registration # rchitect Name & Phone # igineer's Name & Phone # L..:•c,JC> Pa ,)... / G #' Z /97.s" Yo. J - 77 z -- e4 , - ;' 3e Simple Title Holder Name and Address Dnding Company Name and Address :ortgage Lender Name and Address plication is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the uance 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 d void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after rrk is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, F urnaces, Boilers, Heaters, nks andAir Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMVIMENCEMENT 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. ereby certify that I have read and examined this a plication and know the same to be true and correct. All provisions of laws and ordinances governing this e of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the rvisions of any other federal, state, or local law regulating construction or the performance of construction. mature of Owner 54 /d, ` ~ Signature of Contractor --e — j - � . J ht Name cp „—) p i +ti-)." Print Name Pet_,-7 - -, I Toni o and subscribed befo e me Sworn to and subscribed before me s Day of Ma • - it this !Ih Day of 1 • : -• I 1 ,► u - JOYCE M. FREEMAN 0 io"`' P vs : � 1 ' :Ii -/ ' ;L�R�� = , I I iL W 4L..ill ‘44`• ' AWL . 1-,•; JOYCE M. FREEMAN i t.' 'ublic - ' " ' ,a ► Public I. ,,� • _ • y '11 is - fate of Florida ;, is ..' My Comm. Expire Jun 10, 2013 I N, uir •. My Comm. Expires Jun 10, 2013 °'',�,' Commission # DD 897794 ` ' ' ";%,1,., 00 897794 , r rt ,4 A \ CITY OF ATLANTIC BEACH ` 800 SEMINOLE ROAD `' ,* ,) ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Application Number 10- 00100013 Date 5/06/10 Property Address 125 JACKSON RD Application type description DEV REV - TREES /VEGETATION Property Zoning mn nw iTDT1TTLn. &. tv Application valuation . . . 0 Application desc TREE REMOVAL APPLICATION Owner Contractor AsP i` E OWNER FL 32233 Permit TREE PERMIT Additional desc . Permit Fee . . . .00 Plan Check Fee . . .00 Issue Date . . . 5/06/10 Valuation . . . . 0 Expiration Date . 5/07/11 Special Notes and Comments APPROVED TO PROCESS CHECK ONLY Other Fees TREE REMVL MULTI FAMILY 250.00 Fee summary Charged Paid Credited Due Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 250.00 250.00 .00 .00 Grand Total 250.00 250.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. r c1A∎ ;. City of Atlantic Beach APPLICATION NUMBER ei � s � ,� Building Depar (T o be assigned by the Bui di _� lArtment. r - s i v 800 Seminole Road ► r) Atlantic Beach, Florida 32233 -5445 Phone (904) 247 -5826 Fax (904) 247 -5845 (1 3 9'1' E -mail: building- dept @coab.us Date routed: I , City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: � `. / p � d,� IOi C- ent review required Err No Applicant: Sk �S 4J4 T W I �� - • =- - ree • dministrator Project: n /e �-i-r) 't7J7 C hJ u • • , ,( i - • Public Safety Fire Services Revlev► . ;rqV 4 �� w <�� , f;o7iDepft.81gnatur Amo d q , , . 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: Eaproved. ❑Denied. (Circle one.) Comments: BUILD UILD-IN /�,, PLANNING & ZONING Reviewed by: �/ Date: ( (^ l� TREE ADMIN. Second Review: Approved as revised. ❑ enied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: [Approved as revised. (Denied. Comments: Reviewed by: Date: Revised 05/14/09 BP250U01 CITY OF ATLANTIC BEACH 3/15/11 Application Tracking Step Selection by Revision 08:41:37 Application number . . . : 11 00001757 Address : 1841 TAYLOR WAY AB RE number : 172134 -0090 - Application type : SINGLE FAMILY ATTACHED DWELLING NCR OLD ACCOUNT NUMBERS . : Tenant name, number . . . : Type options, press Enter. 2= Change 4= Delete 5 =View 6 =Fast log 8= Action log maintenance 9 =In /out maint Path - - -- Key Dates - -- - Action Summary - Opt Agency description Rev Step Req In Est Cmpl Last Type By _ BUILDING DEPT. A 01 Y 03/08/11 03/24/11 03/08/11 AP SD _ PLANNING & ZONING A 01 Y 03/14/11 03/24/11 03/14/11 AP SD _ PUBLIC UTILITIES A 01 Y 03/02/11 03/24/11 03/02/11 AP LS PUBLIC WORKS A 01 Y 03/08/11 03/24/11 03/08/11 AP LS Bottom F3 =Exit F5 =Land inquiry F6 =Add F7= Revisions F8 =Misc info inquiry F9= Corrections report F10 =View 3 F11 =Sort by agency F24 =More keys ift't Habitat for Humanity March 4, 2011 Mr. Mike Jones Building Inspector City of Atlantic Beach 800 Seminole Rd. Atlantic Beach, FL 32233 Mike, Attached are the following materials in support of Beaches Habitat application for building permits for 1839 & 1841 Taylor Way (attached single family homes): 1) One (1) copy of the Building Permit Application for each address 2) One (1) copy of the Tree Permit for Huang Villas 3) Three (3) copies of the site plan 4) Two (2) copies of floor truss plans 5) Two (2) copies of roof truss plans 6) Two (2) copies of HVAC Energy Sheets for each lot 7) Two (2) copies of the Florida Product Approval form for each lot 8) One (1) copy of recorded Notice of Commencement 9) One (1) copy of letter to Ms Kaluzniak regarding fire sprinkler & irrigation systems. 10) Five (5) copies of the Construction Management Plan 11) Five (5) copies of architectural plans 12) Five (5) copies of structural engineering plans Please let me know if any additional information is required. Thank you, Sincerely, Paul Finley Construction Manager 904.334.2278 attachments 1671 Francis Avenue, Atlantic Beach, FL 32233 • Office: (904) 241 -1222 • Fax: (904) 241 -4310 www.beacheshabitat.org NOTICE OF COMMENCEMENT Permit No. l/ — /7 56 ; /1- 1757 Tax Folio No. State of Florida County of Duval To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: Unit 5A & 5B, Track B, Huang Villas Address of property being improved: 1839 & 1841 Taylor Way, Atlantic Beach, FL 32233 General description of improvements: Construct residential attached single family houses Owner: Habitat for Humanity of the Jacksonville Beaches Address: 1671 Francis Ave., Atlantic Beach, FL 32233 Owner's interest in site of the improvement: Fee Simple Titleholder (if other than owner): Name: Address: 4, Contractor: Habitat for Humanity of the Jacksonville Beaches Address: 1671 Francis Avenue, Atlantic Beach, FL 32233 Phone No.: 904 - 241 -1222 Fax No.: 904 - 241 -4310 Surety (if any): Address: Amount of bond $: Phone No.: Fax No.: Name and address of any person making a loan for the construction of the improvements: Name: Address: Phone No.: Fax No.: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Phone No.: Fax No.: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b), Florida Statues. (Fill in at Owner's option) Name: Address: Phone No.: Fax No.: Expiration date of Notice of Commencement (the expiration date is one (1) year form the date of recording unless a different date is specified): 12/31/11 tti > n .v., Y • m -' 00 �D -- a\ Ch - w N -- „ Q1 Pi W N '7' MI A O < .. -. .-, . N • O b b Y -7 d n x ( 4 . " " O > 7 : 1 vo O ,n.. 0 n n O d 0 o k ° ° o x E° 6 a �. m ?' .-C � ' a z Pa F- Q c 2• yr2 o°� O CD o'o_ c4 'EP a "v ” W c r Z C A D (Xi co CD 0 . a� LY 0 . c+ ' 8 " ' . 2 P. O ° -� ao o- o o ... o O C o � . ° o o CA ° • oo xj 0 = o s: _ Fl i d 0 0- o _�°° d ; P p. a ' ° I o -� a . C o o ° -t o o _. cA 0.0 (, cm a H � b a o g c o O b ac '0 v, O , ?Y o n 00 4 o - N Z cn O a CD ry 0 o " •C O c CI. O CA C4 b O L3 0 C Cil M ° 5 ° po a, 00 0 d ° _' ° 0 ZI c r.. z `cs 0 x -re 0 0 °' a a IQ n 0 A 0 17. 0 o , -< o g to � _ CD n ., 00 .4. 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Z n 0 O �. r+ O 0 o a o, 0 - orC ° co o c 5 ' d P 2 2. a O o n b ._.., r- W t...) 0 0 w r" R. ' O N � 2d 2 1') v o L.a to 0 p) o c is„,) 0 A: G.. O- _+ 0 o N < m .ti 0 0 0 C" O b E. z ;1 Wi O E. ,,, '� ?: -a M cD • 'z sv 0 o cD co c CD 0 r. .t Cil co z o- - • ° � 0 n ra ° a , < "C3 ►q tri a. CD 0 cro VO n - O Q.. „"' A. - 5 < .' K • *0 . , �Oc, 0 co , w °' �' CD y 0 P -ti O co I O- C C n '. W (n V, 0 O" Y W • O O , ms s n ro a 0 E. 0 0- 0 ¢. C 0 o < 0 (�D rn 0 ° Q. 0 O • = cr FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: Habitat Beach 7--..._,„ es 2 Stry 3 Bd w Builder Name: Habitat For Humanity,Jacksonvi Street: j6".9 ) J,,,. G c / o ' ` Permit Office: A t i l t A✓ r ) c_ 4367.4c I+ City, State, Zip: r�, ,,,® -;°® gE,q{- y ;,, , /F" t 37.-Q3 Permit Number: Owner: Habitat For Humanity,Jacksonville Beach Jurisdiction: 261300 Design Location: FL, Jacksonville 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Multi- family a. Frame - Wood, Exterior R =11.0 1140.00 ft b. N/A R= ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 3 d. N/A R= ft 5. Is this a worst case? Yes 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft 1242 a. Under Attic (Vented) R =30.0 660.75 ft b. N/A R= ft2 7. Windows Description Area c. N/A R= ft2 a. U- Factor: Dbl, U =0.47 113.80 ft' SHGC: SHGC =0.41 11. Ducts b. U-Factor N/A ft' a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 243.4 ft SHGC: 12. Cooling systems c. U- Factor: N/A ft' a. Central Unit Cap: 24.0 kBtu /hr SHGC: SEER: 14 d. U- Factor: N/A ft' 13. Heating systems SHGC: a. Electric Heat Pump Cap: 24.0 kBtu /hr e. U- Factor: N/A ft2 HSPF:8 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R =0.0 630.00 ft2 EF: 0.92 b. Floor over Garage R =19.0 20.00 ft2 b. Conservation features c. N/A R= ft2 None 15. Credits Pstat Total As -Built Modified Loads: 24.35 PASS Glass /Floor Area: 0.092 Total Baseline Loads: 31.78 I hereby certify that the plans and specifications covered by Review of the plans and . ..,.' SHE ST 4 this calculation are in compliance with the Florida Energy specifications covered by this V ..• d . ∎ F O ) , • Code. NO - dPL 'N! calculation indicates compliance � u„ . .t+ = • with the Florida Energy Code. ti ,_ ot 0 PREPARED B -- � ? Before construction is completed 04 -1 � r- is ; DATE: I 0 _4l40`� this building will be inspected for . O :. ' .� a compliance with Section 553.908 y ° , I hereby certify that this building, ned, is in compliance Florida Statutes. r '. ' Y fY 9 as 9 P •.,� 5 with the Florida Energy C e. aw 1 F-i .,)� •: w -. OWNER /AGENT:'' J BUILDING OFFI A i m �. DATE: -- 1 DATE. d jL it _,,, , i'. VaMIE + sYiLOIL FILE COPY t � r 4 ...G, 3'.+'.1 auM1tR 4 VKr%M YNM^ � 11/4/2009 10:56 AM EnergyGauge® USA - FlaRes2008 Page 1 of 5 FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: Habitat Beaches 2 Stry 3 Bd w storage Builder Name: Habitat For Humanity,Jacksonvi Street: /6 J , Permit Office: +G I i It AI r ) L 436 -ac�» '7� City, State, Zip: J a A - RE 32.-L. Permit Number: Owner: Habitat For Humanity,Jacksonville Beach Jurisdiction: 261300 Design Location: FL, Jacksonville 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Multi- family a. Frame - Wood, Exterior R =11.0 1140.00 ft b. N/A R= ft 3. Number of units, if multiple family 1 c. N/A R= ft 4. Number of Bedrooms 3 d. N/A R= ft 5. Is this a worst case? Yes 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft 1242 a. Under Attic (Vented) R =30.0 660.75 ft b. N/A R= ft 7. Windows Description Area c. N/A R= ft a. U- Factor: Dbl, U =0.47 113.80 ft SHGC: SHGC =0.41 11. Ducts b. U- Factor: N/A ft2 a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 243.4 ft SHGC: 12. Cooling systems c. U- Factor: N/A ft a. Central Unit Cap: 24.0 kBtu /hr SHGC: SEER: 14 d. U- Factor: N/A ft2 13. Heating systems SHGC: a. Electric Heat Pump Cap: 24.0 kBtu /hr e. U- Factor: N/A ft SHGC: HSPF: 8 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R =0.0 630.00 ft EF: 0.92 b. Floor over Garage R =19.0 20.00 ft2 b. Conservation features c. N/A R= ft2 None 15. Credits Pstat Total As -Built Modified Loads: 24.35 PASS Glass /Floor Area: 0.092 Total Baseline Loads: 31.78 hereby certify that the plans and specifications covered by Review of the plans and ^Off Sr this calculation are in compliance with the Florida Energy specifications covered by this .0'. . a ,. F p m ' , Code. NO efit'P,`"t.ikrvlb calculation indicates compliance , :: .. ,�'''' • • rc+ .. f with the Florida Energy Code. ti ; �u,,,,� ; ; ::I,.;; ° �O : PREPARED B __ _____. Before construction is completed ; :- 6 -. DATE: 1 I . 4101 - this building will be inspected for r y i compliance with Section 553.908 *'•.._ ,'p ,, • I hereby certify that this building, as gned, is in compliance Florida Statutes. =. ' --• with the Florida Energy C e. „,,..„1� ., •., COD ;v.•.z OWNER /AGENT:` BUILDING OFFI A � Mg ,I DATE: - - 3- --1� _ _ � _ _ _ __ DATE: ..5.:1I L F I L E COPY _ ,,,, !yaorink._situaarai.7,:zi.a.kaa.....vit.. A.,....,,,,,, ■.•..vviesoste4400....0.0.2,-.~4.10, 11/4/2009 10:56 AM EnergyGauge® USA - FlaRes2008 Page 1 of 5 Building Input Summary Report PROJECT Title: Habitat Beaches 2 Stry 3 Bd Bedrooms: 3 Adress Type: Street Address Building Type: User Bathrooms: 2.5 Lot # S Owner: Habitat For Humanity,Jackson Conditioned Area: 1242 SubDivision: )"-`�� U^ he...., # of Units: 1 Total Stories: 2 PlatBook: Builder Name: Habitat For Humanity,Jackson Worst Case: Yes Street: / N, ji (.�,,-- L. Permit Office: Jacksonville Rotate Angle: 270 County: Duvdl Jurisdiction: 261300 Cross Ventilation: City, State, Zip: f3 ry.4 A/—ft, BE.4 -4;, Family Type: Multi- family Whole House Fan: FL , 3 z 23 New /Existing: New (From Plans) Comment: CLIMATE Design Design Temp Int Design Temp Heating Design Daily Temp Location Tmy Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Jacksonville FL JACKSONVILLE _INTL ARPT 32 93 70 75 1281 49 Medium UTILITY RATES Fuel Unit Utility Name Monthly Fixed Cost $ /Unit Electricity kWh Jacksonville Electric Authority 0 0.07 Natural Gas Therm Florida Average 0 1.72 Fuel Oil Gallon Florida Default 0 1.1 Propane Gallon Florida Default 0 1.4 SURROUNDINGS Shade Trees Adjacent Buildings Ornt Type Height Width Distance Exist Height Width Distance N None Oft Oft Oft Oft Oft Oft NE None Oft Oft Oft Oft Oft Oft E None Oft Oft Oft Oft Oft Oft SE None Oft Oft Oft Oft Oft Oft S None Oft Oft Oft Oft Oft Oft SW None Oft Oft Oft Oft Oft Oft W None Oft Oft Oft Oft Oft Oft NW None Oft Oft Oft Oft Oft Oft FLOORS # Floor Type Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 66 ft 0 630 ft 0 0 1 2 Floor over Garage 19 20 ft' 0 0 1 ROOF Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or shed Composition shingles 664 ft 104 ft Dark 0.92 No 0 18.4 deg ATTIC # Type Ventilation Vent Ratio (1 in) Area RBS IRCC . ...... _.. . 1 Full attic Vented 300 630 ft' Y N 11/4/2009 10:57 AM EnergyGauge® / USRRPB v2.8 Page 1 of 4 Building Input Summary Report CEILING # Ceiling Type R -Value Area Framing Fraction Truss Type 1 Under Attic (Vented) 30 660.75 ft 0.11 Wood WALLS Wall orientation below is as entered. Actual orientation is modified by rotate angle shown in 'Project" section above. Adjacent Cavity Width Height Sheathing Framing Solar # Ornt To Wall Type R -Value Ft In Ft In Area R -Value Fraction Absor. 1 N Exterior Frame - Wood 11 40.5 0 8 0 324 ft 0 0.23 0.8 2 W Exterior Frame - Wood 11 60 0 8 0 480 ft 0 0.23 0.8 3 S Exterior Frame - Wood 11 40 0 8 0 320 ft 0 0.23 0.8 4 E Exterior Frame - Wood 11 2 0 8 0 16 ft 0 0.23 0.8 DOORS Width Height # Ornt Door Type Storms U -Value Ft In Ft In Area 1 Wood None 0.39 3 0 6.75 0 20.25 ft 2 S Wood None 0.39 3 0 6.7 0 20.1 ft WINDOWS Overhang # Ornt Frame Panes NFRC U- Factor SHGC Storm Area Depth Separation Interior Shade Screening 1 Vinyl Low -E Double Yes 0.47 0.41 N 9 ft 1.5 ft 0 in 11 ft 0 in None None 2 Vinyl Low -E Double Yes 0.47 0.41 N 15.6 ft 1.5 ft 0 in 11 ft 0 in None None 3 Vinyl Low -E Double Yes 0.47 0.41 N 15.6 ft 1.5 ft 0 in 11 ft 0 in None None 4 Vinyl Low -E Double Yes 0.47 0.41 N 15.6 ft 2 ft 0 in 1 ft 0 in None None 5 Vinyl Low -E Double Yes 0.47 0.41 N 15.6 ft 1.5 ft 0 in 1 ft 0 in None None 6 Vinyl Low -E Double Yes 0.47 0.41 N 15.6 ft 1.5 ft 0 in 1 ft 0 in None None 7 Vinyl Low -E Double Yes 0.47 0.41 N 6 ft 1.5 ft 0 in 1 ft 0 in None None 8 N Vinyl Low -E Double Yes 0.47 0.41 N 20.8 ft 1.5 ft 0 in 1 ft 0 in None None INFILTRATION & VENTING - -- Forced Ventilation - - -- Terrain/Wind Method SLA CFM 50 ELA EqLA ACH ACH 50 Supply Exhaust Run Time Shielding Best Guess 0.00050 1629 89.4 168.2 0.474 9.84 0 0 0 Suburban / Suburban GARAGE # Floor Area Roof Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft 361 ft 64 ft 8 ft (invalid) MASS Mass Type Area Thickness Furniture Fraction No Added Mass 0 ft 0 ft 0.3 11/4/2009 10:57 AM EnergyGauge®/ USRRPB v2.8 Page 2 of 4 Building Input Summary Report COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ductless 1 Central Unit None SEER: 14 24 kBtu /hr 720 cfm 0.75 False HEATING SYSTEM # System Type Subtype Efficiency Capacity Ductless 1 Electric Heat Pump None HSPF: 8 24 kBtu /hr False HOT WATER SYSTEM # System Type EF Cap Use SetPnt Credits 1 Electric 0.92 40 gal 60 gal 120 deg None SOLAR HOT WATER Collector Surface Absorp. Trans Tank Tank Tank Heat PV Pump Collector Type Tilt Azimuth Area Loss Coef. Prod. Corr. Volume U -Value Surf Area Exch Eff Pumped Energy DUCTS - - -- Supply - - -- - - -- Return - - -- Air Percent # Location R -Value Area Location Area Number Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 243.4 ft Interior 60.85 ft 1 Default Leakage Interior TEMPERATURES Programable Thermostat: Y Ceiling Fans: N Cling ] J [[X Feb M [X]] Ap May [ X l X Ag Sep X Oct X Nov X D Hea l X X ] Jan an [ Feb t X X � ar Mar ( Xl Apr f X � Ma y [ X X Jun � Jun EX J f X� A X gf X� Sepp [ [X� Oct [ Nov f X � Dec Venting X Jan [[X Feb [X Mar (X Apr [X May X Jun X Jul [X Aug [X Sep [X Oct [X Nov [X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 11/4/2009 10:57 AM EnergyGauge® / USRRPB v2.8 Page 3 of 4 Building Input Summary Report APPLIANCES & LIGHTING Appliance Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Ceiling Fans (Summer) AM 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.33 0.33 0.33 0.33 0.33 % Released: 100 PM 0.33 0.33 0.33 0.33 0.33 1 0.9 0.9 0.9 0.9 0.9 0.65 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Clothes Washer AM 0.105 0.081 0.047 0.047 0.081 0.128 0.256 0.57 0.849 1 0.977 0.872 Released: 60 PM 0.779 0.698 0.605 0.57 0.581 0,57 0.57 0.57 0.57 0.488 0.43 0.198 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Dishwasher AM 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443 % Released: 60 PM 0.377 0.396 0.335 0.323 0.344 0.448 0.791 1 0.8 0.597 0.383 0.281 Annual Use: 145 kWh/Yr Peak Value: 44 Watts Dryer AM 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1 % Released: 10 PM 0.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Lighting AM 0.16 0.15 0.16 0.18 0.23 0.45 0.4 0.26 0.19 0.16 0.12 0.11 % Released: 90 PM 0.16 0.17 0.25 0.27 0.34 0.55 0.55 0.88 1 0.86 0.51 0.28 Annual Use: 1429 kWh/Yr Peak Value: 467 Watts Miscellaneous AM 0.48 0.47 0.47 0.47 0.47 0.47 0.64 0.71 0.67 0.61 0.55 0.53 % Released: 90 PM 0.52 0.5 0.5 0.5 0.59 0.73 0.79 0.99 1 0.96 0.77 0.55 Annual Use: 1252 kWh/Yr Peak Value: 230 Watts Pool Pump AM 0 0 0 0 0 0 0 0 0 1 1 1 % Released: 0 PM 1 1 1 1 0 0 0 0 0 0 0 0 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Range AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0.343 0.343 0.343 0.4 % Released: 100 PM 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 0.286 0.229 0.171 0.114 Annual Use: 447 kWh/Yr Peak Value: 165 Watts Refrigeration AM 0.85 0.78 0.75 0.73 0.73 0.73 0.75 0.75 0.8 0.8 0.8 0.8 % Released: 100 PM 0.88 0.85 0.85 0.83 0.88 0.95 1 0.98 0.95 0.93 0.9 0.85 Annual Use: 775 kWh/Yr Peak Value: 106 Watts Well Pump AM 0.05 0.05 0.05 0.05 0.05 0.05 0.1 0.1 0.1 0.1 0.1 0.1 % Released: 0 PM 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Annual Use: 0 kWh/Yr Peak Value: 0 Watts 11/4/2009 10:57 AM EnergyGauge® / USRRPB v2.8 Page 4 of 4 PROJECT Title: Habitat Beaches 2 Stry 3 Bd Bedrooms: 3 Adress Type: Street Address Building Type: FLAsBuilt Bathrooms: 2.5 Lot # 5 l Owner: Habitat For Humanity,Jackson Conditioned Area: 1242 SubDivision: Py _y i) 1� # of Units: 1 Total Stories: 2 PlatBook: Builder Name: Habitat For Humanity,Jackson Worst Case: Yes Street: / `Af) /ter — Permit Office: Jacksonville Rotate Angle: 270 County: Duval Jurisdiction: 261300 Cross Ventilation: City, State, Zip: ,4 1 7l , r � )?,p Family Type: Multi- family Whole House Fan: el.. . 3 t L33 New /Existing: New (From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp �/ Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Jacksonville FL_ JACKSONVILLE _INT 2 32 93 75 70 1281 49 Medium FLOORS V # Floor Type Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 66 ft 0 630 ft' 0 0 1 2 Floor over Garage 20 ft' 19 0 0 1 ROOF / Roof Gable Roof Solar Deck V # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or shed Composition shingles 664 ft 104 ft' Dark 0.96 No 0 18.4 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 630 ft Y N CEILING ✓ # Ceiling Type R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 660.75 ft' 0.11 Wood WALLS # Ornt Adjacent To Wall Type Cavity R -Value Area R -Value Sheathing Framing Solar Fraction Absor. 1 N Exterior Frame - Wood 11 324 ft' 0 0.23 0.8 2 W Exterior Frame - Wood 11 480 ft' 0 0.23 0.8 3 S Exterior Frame - Wood 11 320 ft' 0 0.23 0.8 4 E Exterior Frame - Wood 11 16 ft' 0 0.23 0.8 DOORS V # Ornt Door Type Storms U -Value Area 1 N Wood None 0.39 20.25 ft 2 S Wood None 0.39 20.1 ft' WINDOWS Window orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project" section above. Overhang V # Ornt Frame Panes NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N Vinyl Low -E Double Yes 0.47 0.41 N 9 ft' 1.5 ft 0 in 11 ft 0 in HERS 2006 None 2 W Vinyl Low -E Double Yes 0.47 0.41 N 15.6 ft' 1.5 ft 0 in 11 ft 0 in HERS 2006 None 3 W Vinyl Low -E Double Yes 0.47 0.41 N 15.6 ft' 1.5 ft 0 in 11 ft 0 in HERS 2006 None 4 S Vinyl Low -E Double Yes 0.47 0.41 N 15.6 ft' 2 ft 0 in 1 ft 0 in HERS 2006 None 5 S Vinyl Low -E Double Yes 0.47 0.41 N 15.6 ft' 1.5 ft 0 in 1 ft 0 in HERS 2006 None 6 S Vinyl Low -E Double Yes 0.47 0.41 N 15.6 ft' 1.5 ft 0 in 1 ft 0 in HERS 2006 None 7 W Vinyl Low -E Double Yes 0.47 0.41 N 6 ft 1.5 ft 0 in 1 ft 0 in HERS 2006 None 8 N Vinyl Low -E Double Yes 0.47 0.41 N 20.8 ft 1.5 ft 0 in 1 ft 0 in HERS 2006 None INFILTRATION & VENTING / - - -- Forced Ventilation - -- Run Time Fan V Method SLA CFM 50 ACH 50 ELA EgLA Supply CFM Exhaust CFM Fraction Watts Default 0.00036 1173 7.08 64.4 121.1 0 cfm 0 cfm 0 0 GARAGE V # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft' 361 ft' 64 ft 8 ft (invalid) COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ductless 1 Central Unit None SEER: 14 24 kBtu /hr 720 cfm 0.75 False HEATING SYSTEM # System Type Subtype Efficiency Capacity Ductless 1 Electric Heat Pump None HSPF: 8 24 kBtu /hr False HOT WATER SYSTEM V # System Type EF Cap Use SetPnt Conservation 1 Electric 0.92 40 gal 60 gal 120 deg None FORM 1100A -08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: . / 52V/ 1T I PERMIT #: A Tz4.1✓ •i it., 3, .4- , FL, . 3 I Z 3,1 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum 3 cfm /sq_ft_ window area; .5 cfm /sq.ft. door area. Exterior & Adjacent Walls N1106.AB.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top /bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top late. - Floors ' N1106.AB.1.2.2 j Penetrations /openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. F Ceilings N1106.AB.1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and I seams. Recessed Lighting Fixtures N1106.AB.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi -story Houses N1106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space i heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK — - Water Heaters N1112.AB.3 I Comply with efficiency requirements in Table N112.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. _ Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non- commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 i Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R -6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.AB.1 Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both N1102.B.1.1 sides. Common ceiling & floors R -11. SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft' DUCTS / - -- Supply -- Return - - -- Air Percent �/ # Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 243.4 ft Interior 60.85 ft Default Leakage Interior TEMPERATURES Programable Thermostat: Y Ceiling Fans: N Cooling X Feb X M X A X Ma X Ju X Jul Aug X Sp X O X N [X D Heating f X� Jan Jan l XX Feb t X � Mar ar I X � Apr r l X� May t X� Jun n [X� Jul f XX Aug f X� Sep f X Oct ct X� Nov ov [X� Dec Venting X Jan X Feb X Mar [XAr X May X Jun [X Jul X Aug X Sep X Oct X Nov [X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 77 The lower the EnergyPerformance Index, the more efficient the home. ■ I) ri,et, , FL, ; Z23i 3i.d) -14 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Multi- family a. Frame Wood, Exterior R =11.0 1140.00 ft' b. N/A R= ft 3. Number of units, if multiple family 1 c. N/A R= ft' 4 Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? Yes 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft 1242 a. Under Attic (Vented) R =30.0 660.75 ft b. N/A R= ft2 7. Windows ** Description Area c. N/A R= ft a. U- Factor: Dbl, U =0.47 113.80 ft' SHGC: SHGC =0.41 11. Ducts b. U-Factor N/A ft2 a. Sup: Attic Ret: Interior AN: Interior Sup. R= 6, 243.4 ft SHGC: 12. Cooling systems c. U- Factor: N/A ft2 a. Central Unit Cap: 24.0 kBtu /hr SHGC: SEER: 14 d. U-Factor: N/A ft2 13. Heating systems SHGC: a. Electric Heat Pump Cap: 24.0 kBtu /hr e. U- Factor: N/A ft2 HSPF:8 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R =0.0 630.00 ft2 EF: 0.92 b. Floor over Garage R =19.0 20.00 ft2 b. Conservation features c. N/A R= ft' None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building r E S1•l ST Construction through the above energy saving features which will be installed (or exceeded) :•'" OF AT .. � in this home before final inspection. Otherwise, a new EPL Display Card will be completed v.. _ ' �r ,� � : . based on installed Code compliant features. »',„ : : .s.. ' „ : � o ; Builder Signature: d� cc — ' . s y a 0 1 g Date: ,3._ �l �- jJ o .. ,..tea Address of New Home: l y /- /< : - City /FL Zip: no-A-) i ■ c %A, .` ~ ' g� FL _3 z 3� t D j *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638 -1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487 -1824. * *Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 Habitat For Humanity, Beaches 1242 Sf HVAC Load Calculations for Habitat For Humanity,Jacksonville Beach 1671 Frances Ave Atlantic Beach, FI. 32233 E I Oftware . :_ ' RESIDENTIAL AND LIGHT i _ 1 1_ ? ,. . , COMMERCIAL HVAC LOADS Prepared By: Jim Williams Home Energy Services 2080 Davis Rd. Jacksonville, FI. 32218 904 757 -3569 Wednesday, November 04, 2009 Rhvac - Residential & Light Commercial HVAC Loads Elite Software h Development, Inc. Home Energy Services H abitat For Humanity, Beaches 1242 Sf 1 Jacksonville, FL 32218 Page 2 Project Report General Project Information Project Title: Habitat For Humanity, Beaches 1242 Sf Designed By: Jim Williams Project Date: Tuesday, June 23, 2009 Project Comment: This equipment can be replaced in name or by equal or greater SEER or HSFP as stated on the FL. Energy Code Client Name: Habitat For Humanity,Jacksonville Beach Client Address: 1671 Frances Ave Client City: Atlantic Beach, FI. 32233 Client Phone: 241 -1222 Client Fax: 241 -4310 Company Name: Home Energy Services Company Representative: Jim Williams Company Address: 2080 Davis Rd. Company City: Jacksonville, Fl. 32218 j Company Phone: 904 757 -3569 Company Fax: 904 757 -7104 Company E -Mail Address: jimwilliams @homebuildingstore.com 1 Company Website: homebuildingstore.com j Company Comment: [ Design Data Reference City: Jacksonville, Florida Building Orientation: Front door faces South Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 ft. Altitude Factor: 0.999 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 I Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 1 Outdoor Outdoor Outdoor Indoor Indoor Grains 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 [Check Figures — Total Building Supply CFM: 753 CFM Per Square ft.: 0.606 Square ft. of Room Area: 1,242 Square ft. Per Ton: 658 Volume (ft') of Cond. Space: 9,932 -- 9 _ - ,' Buildin Loads Total Heating Required Including Ventilation Air: 17,431 Btuh 17.431 MBH Total Sensible Gain: 16,544 Btuh 84 % Total Latent Gain: 3,192 Btuh 16 % Total Cooling Required Including Ventilation Air: 19,736 Btuh 1.64 Tons (Based On Sensible + Latent) j 1.89 Tons (Based On 73% Sensible Capacity) Notes Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. I 1 Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Home Energy Services IliSif Habitat For Humanity, Beaches 1242 Sf Jacksonville, FL 32218 Page 3 M Report i System 1 Whole House Outdoor Outdoor Outdoor Indoor Indoor Grains 11 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 1 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: 0.350 AC /hr 0.350 AC /hr 58 CFM 58 CFM Infiltration Actual: 0.350 AC /hr 0.350 AC /hr Above Grade Volume: X 9,932 Cu.ft. X 9,932 Cu.ft. 3,476 Cu.ft. /hr 3,476 Cu.ft. /hr X 0.0167 X 0.0167 Total Building Infiltration: 58 CFM 58 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: 0.350 AC /hr (58 CFM), Construction: Unknown ' Summer Infiltration Specified: 0.350 AC /hr (58 CFM), Construction: Unknown [Duct Load Factor Scenarios for System 1 Attic Duct Duct Surface From No. Type Description _ Location Ceiling Leakage Insulation Area MDD :. 1 Supply Main Attic 16B 0.09 6 329 No 1 Return Main Cond. Space - 0.15 6 61 No - - p ment, Inc. _ - __ .i_ ential _ - --_ __ �_ Elite Software Development, Rhvac - Home Energy Serv Light Commercial HVAC Load Habitat For Humanity, Beaches 1242 Sf Jacksonville, FL 32218 Page 4 Load Preview Report - _ - -... - -- - -- Sys Sys Has Net ft.' Sen Lat Net Sen Ht9 Clg Act Duct Scope AED Ton /Ton Area Gain Gain Gain Loss CFM CFM CFM Size Building 1.64 755 1242 16,544 3,192 19,736 17,431 352 753 753 System 1 No 1.64 755 1242 16,544 3,192 19,736 17,431 352 753 753 16 Duct Latent 500 500 Zone 1 1242 16,544 2,692 19,236 17,431 352 753 753 16 1- Kitchen 108 2,669 319 2,988 1,361 28 121 121 1 -7 2- Dining Room 105 1,986 272 2,258 3,347 68 90 90 1-6 3- Powder 49 159 53 212 528 11 7 11 1-4 4- Living Room 375 5220 1,025 6245 5,128 104 237 237 2-6 5-Br 2 130 1,805 332 2,137 2,129 43 82 82 1 -5 6-Br 3 143 1220 133 1,353 1,159 23 55 55 1-4 7- Laundry 42 334 80 414 444 9 15 15 1-4 8 -Bath 68 911 139 1,050 885 18 41 41 1-4 9- Master Bedroom WIC 33 531 153 684 775 16 24 24 1-4 10- Master Bedroom 154 1,504 186 1,690 1,527 31 68 68 1 -5 11- Stairway 35 206 0 206 149 3 9 9 0 -0' Sum of room airflows may be greater than system airflow because system room airflow option uses the greater of heating or cooling. r ' 9Y 9 ty Development, Inc. Rhvac - Residential & Light Commercial HVAC Loads Elite Software evelo I Home Ener Services Habitat For Humanity, 1242 Sf Jacksonville, FL 32218 Page 5 Total Building Summary Loads r Component Area Sen = Lat Sen Total Description - Quan Loss Gain Gain Gain 4A -3v -o: Glazing - Double pane low -e (e = 0.20 or less), 113.8 2,138 0 3,117 3,117 operable window, a =0.10 on surface 2, vinyl frame, u- value 0.47, SHGC 0.41 11D: Door -Wood - Solid Core 40.3 630 0 472 472 12B -Osw: Wall- Frame, R -11 insulation in 2 x 4 stud 985.9 3,825 0 2,690 2,690 cavity, no board insulation, siding finish, wood studs 16B -30: Roof /Ceiling -Under Attic with Insulation on Attic 660.8 845 0 1,142 1,142 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R -30 insulation 22A -ph: Floor -Slab on grade, No edge insulation, no 66 3,585 0 0 0 insulation below floor, any floor cover, passive, heavy moist soil 20P -19: Floor -Over open crawl space or garage, Passive, 20 40 0 14 14 R -19 blanket insulation, any cover Subtotals for structure: 11,063 0 7,435 7,435 People: 4 800 920 1,720 Equipment: 0 3,050 3,050 Lighting: 0 0 0 Ductwork: 3,821 500 3,108 3,608 Infiltration: Winter CFM: 58, Summer CFM: 58 2,547 1,892 1,210 3,102 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 821 821 Total Building Load Totals: 17,431 3,192 16,544 19,736 Check Figures - Total Building Supply CFM: 753 CFM Per Square ft.: 0.606 Square ft. of Room Area: 1,242 Square ft. Per Ton: 658 Volume (ft of Cond. Space: 9,932 Building Loads Total Heating Required Including Ventilation Air: 17,431 Btuh 17.431 MBH Total Sensible Gain: 16,544 Btuh 84 ok Total Latent Gain: 3,192 Btuh 16 % Total Cooling Required Including Ventilation Air: 19,736 Btuh 1.64 Tons (Based On Sensible + Latent) 1.89 Tons (Based On 73% Sensible Capacity) Notes Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Home Energy Services _ Light — — Habitat e Humanity, Beaches lopm nt, Inc.Rhvac Residential 8 Li ht Commercial HVAC Loads Elite Software Development, Ic. Sf Jacksonville, FL 32218 p age g Building Pie Chart Infiltration 15% Floor 21% Building Roof 5% Loss _ Ductwork 22% 17,431 Btuh r 3 Wall 22% Door 4% Glass 12% Floor 0% Roof 6% AED Excursion 4% ■ Wall 14% ■ Infiltration 16% / Building Gain 19,736 Glass 16% Btuh Ductwork 18% Door 2% People 9% Equipment 15% - Rhvac - Residential 8 Light Commercial HVAC Loads Elite Software Development, Inc. Home Energy Services Habitat For Humanity, Beaches 1242 Sf [Jacksonville, FL 9 Jacksone, 32218 Page 7 ' System 1 Room Load Summary Htg Min Run Run Clg Clg Min . Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM • -- -Zone 1 - -- 1 Kitchen 108 1,361 28 1 -7 454 2,669 319 121 121 2 Dining Room 105 3,347 68 1 -6 460 1,986 272 90 90 3 Powder 49 528 11 1-4 122 159 53 7 11 4 Living Room 375 5,128 104 2 -6 605 5,220 1,025 237 237 5 Br 2 130 2,129 43 1 -5 602 1,805 332 82 82 6 Br 3 143 1,159 23 1-4 636 1,220 133 55 55 7 Laundry 42 444 9 1-4 174 334 80 15 15 8 Bath 68 885 18 1-4 475 911 139 41 41 , 9 Master Bedroom 33 775 16 1-4 277 531 153 24 24 WIC 10 Master Bedroom 154 1,527 31 1 -5 502 1,504 186 68 68 11 Stairway 35 149 3 0 -0 0 206 0 9 9 Duct Latent 500 System 1 total 1,242 17,431 352 16,544 3,192 753 753 System 1 Main Trunk Size: 16 in. Velocity: 539 ft. /min Loss per 100 ft.: 0.049 in.wg LCoolin_g_System Summary Cooling Sensible /Latent Sensible Latent Total Tons Split Btuh Btuh Btuh j Net Required: 1.64 84% / 16% 16,544 3,192 19,736 Recommended: 1.89 73% / 27% 16,544 6,119 22,663 Actual: 1.92 73% / 27% 16,790 6,210 23,000 Equipment Data Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump • Model: GSH130241B* GSH130241B* Indoor Model: AEPF183016B* I Brand: GOODMAN, JANITROL, AMANA GOODMAN, JANITROL, AMANA DISTINCTIONS, EVERREST, 0 DISTINCTIONS, EVERREST, 0 Description: Air Source Heat Pump Air Source Heat Pump i Efficiency: 8 HSPF 14 SEER Sound: 0 bels 0 bels Capacity: 47 °F: 22,000 / 17 °F: 12,000 Btuh 23,000 Btuh Sensible Capacity: n/a 16,790 Btuh Latent Capacity: n/a 6,210 Btuh ARI Reference No.: n/a 3160497 [Ric - Reiidentiif & Light Commercial HVAC Loads Elite Soff■vare Developtnent, inc. Home Energy Services Habitat For Humanity, Beaches 1242 Sf Jacksonville, FL 32218 1 6 1 Page_ 8 - - - - -- - --- — - - -- - - Building Rotation Report 1 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 , -- -1 Individual Rooms 0 45° 9 135° 180 225° 270° 315° High Rm. Room Rot. Rot. Rot. Rot. Rot. Rot. Rot. Rot. Duct: No. Name CFM CFM CFM CFM CFM CFM CFM CFM Size System 1: Zone 1: 1 Kitchen 121 *131 131 124 117 124 129 127 1-7 2 Dining Room *90 79 68 74 86 76 68 78 1-6 3 Powder *11 11 11 11 11 11 11 11 1-4 4 Living Room *237 236 222 229 226 230 221 230 2-6 5 Br 2 82 95 *104 93 78 93 102 93 1-6 6 Br 3 55 69 *78 69 53 69 77 67 1-5 7 Laundry *15 15 14 14 14 14 14 15 1-4 8 Bath *41 38 30 36 39 33 29 34 1-4 9 Master Bedroom *24 24 23 23 23 23 23 23 1 1 WIC 10 Master Bedroom 68 91 *99 81 65 81 98 89 1-6 11 Stairway *9 9 9 9 9 9 9 9 - * Indicates highest CFM of all rotations. I Whole Building_ 1 L_ _ FROtatiOn Front door Supply Sensible Latent Net Recommended'1 Drees Faces CFM Gain Gain Tons Tons 1 0 South 753 16,544 3,192 1.64 1.89 45° Southwest *795 *17,479 3,191 *1.72 *2.00 90 West 775 17,035 3,191 1.69 1.94 135° Northwest 759 16,672 3,190 1.66 1.90 180° North 716 15,745 3,192 1.58 1.80 225° Northeast 758 16,670 3,190 1.66 1.90 270° East 769 16,907 3,192 1.67 1.93 315° Southeast 772 16,964 *3,192 1.68 1.94 * Indicates highest value of all rotations. 1 1 i 1 1 1 Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Home Energy Services Habitat For Humanity, Beaches 1242 Sf Jacksonville, FL 32218 Pa_ge 9 - — • • Building Rotation Report (cont'd) Building Rotation Tonnage 1 9 1 8 ■ t o 1 7 1 6 1 5 South Southw est West Northw est North Northeast East Southeast Direction Front door Faces s Building Recommended Tonnage Building Net Tonnage Home Energy Service Light Commercial HVAC Loads Habitat H Beaches 1242 Sf Jacksonville, FL 32218 Pale 10 , Building Rotat Report (cont'd) Building Rotation Hourly Net Gain 23,000 I_ 22,000 I I . I L, 21,000 i _ A e c -, . 1 20,000 ! ' ° y f, ' ��� ,� te a ; 19,000' , tv 18,000. ,,,e I 1 17,000 8am gam 10 am 11 am 12 pm 1 pm 2pm 3pm 4pm 5pm 6pm 7pm Time of Day -- -- Front door faces South Front door faces Southw est • -• Front door faces West < Front door faces Northwest Front door faces North - Front door faces Northeast Front door faces East — — Front door faces Southeast Julius Lee RE: 363144 - 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 Site Information: Project Customer: Beaches Habitat Project Name: 363144 Model: 1242 1/2 cant -hip Lot/Block: Subdivision: 1839/1841 Taylor Way Address: Jacksonville, Florida 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 Address: 319 Oglethorpe Blvd. City: St. Augustine State: Florida General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2007/TPI2002 Design Program: MiTek 20/20 7.1 Wind Code: ASCE 7 -05 Wind Speed: 120 mph Floor Load: 55.0 psf Roof Load: 55.0 psf This package includes 13 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. This document processed per section 16G15- 23.003 of the Florida Board of Professionals Rules In the event of changes from Builder or E.O.R. additional coversheets and drawings may accompany this coversheet. The latest a proval dates supersede and replace the previous drawings. No. Seal# Truss Name Date 1 14633318 F01 2/21/011 2 114633319 1 F01 A 12/21/011 3 1 14633320 1 FO 1 B 12/21/011 4 114633321 1F02 12/21/011 5 1 14633322 — .. l F03 ..........._.... 1 6114633323 F04 2 /21/0 7 14633324 F05 2/21/011 8 14633325 F06 2/21/011 9 14633326 F07 2/21/011 1 10 14633327 F-KW1 2/21/011 11 14633328 F -KW2 2/21/011 1 112 14633329 F -KW3 2/21/011 13 14633330 T100 2/21/011 The truss drawing(s) referenced above have been prepared by MiTek �\ \\ , S , / // '�i, Industries, Inc. under my direct supervision based on the parameters �\ .: • • • ; provided by Builders FirstSource (Jax). oG .. �F Truss Design Engineer's Name: Julius Lee No 3486 * _ My license renewal date for the state of Florida is February 28, 2013. NOTE: The seal on these drawings indicate acceptance of % 0 ••. 11J , professional engineering responsibility solely for the truss -t . STATE OF .• components shown. The suitability and use of this component ',, , s , •...... _ � � for any particular designer, per ANSI /TPI building Chapter responsibility onsibility of the building � 'ii i i / i f i 21,2011 1 of 1 Julius Lee Job Truss Truss Type Qty Ply 14633318 363144 F01 FLOOR 2 1 290595001 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.140 s Oct 1 2009 MiTek Industries, Inc. Mon Feb 21 07:35:50 2011 Page 1 1 1 -3-0 1 1 1 -7 -4 1 1 0-6-4 1 00 Scale = 1:15.2 1.5x3 = 3x6 11 2x6 11 3x6 11 6x8 = 4x6 H 1 2 14 3 15 16 4 17 5 11 10\ I iI 1.5x3 13 it • �i i i��i7 :i 4x4 = 12 11 10 9 8 7 6 1.5x3 11 1.5x3 II 3x3 = 1.5x3 11 4x4 = 4x4 11 1 5 -10-4 1 8 -0-0 1 5 -10-4 2 -1 -12 Plate Offsets (X,Y): (5:0- 3- 0,Edgej, 15:0- 1- 8,0 -0 -81 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /deft LJd PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.85 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.18 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(TL) -0.01 8 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Weight: 56 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 *Except` TOP CHORD Structural wood sheathing directly applied or 8 -0-0 oc purlins, except T1: 4 X 2 SYP No.1 D end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6 -0-0 oc bradng. WEBS 4 X 2 SYP No.3 REACTIONS All bearings 6 -0 -0. \ \\ Noll C ) I) 1 I 1 /// (Ib) - Max Uplift All uplift 100 Ib or less atjoint(s) 12, 9 except 10=- 158(LC 3) \` Os S h- / /// Max Gray All reactions 250 Ib or less at joint(s) 9 except 12= 280(LC 2), 8= 2472(LC 1), 10 =616(LC 2), 11= 703(LC \� 1) � ,J� • • �10ENSF' .. . FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1- 12=- 275/101, 1- 2= 0/293, 2- 14= 0/293, 3- 14= 0/293, 3- 15= 0/969, 15- 16= 0/969, -. * • No 34:: 4- 16= 0/969, 4- 17= 0/1151, 5- 17= 0/1146 BOT CHORD 10 -11 =- 293/0, 9 -10 =- 293/0, 8 -9 =- 1635/0, 7- 8=- 1666/0 . -0 : • LL _ WEBS 4 -8 =- 2396/0, 5-7 =- 1482/0, 4- 7= 0/1039, 4- 9= 0/922, 3-9 =- 915/0, 3-10 =- 597/181, 1 -11 =- 381/0, 2 -11= -454/0 O : Z 1,, -7: STATE OF NOTES (11 -14) • •FLOR%O ■ 1) Unbalanced floor live loads have been considered for this design. " , " Si isl `0 \N. 2) All bearings are assumed to be SYP No.2 . 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 12, 9 except (jt =1b) / /// Q N A� v \\ \\ 10 =158. //I11111I10 \ 4) Non Standard bearing condition. Review required. 5) Load case(s) 1, 2, 3, 4 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10 -0-0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 113 Ib down at 7 -10 -8, 272 Ib down at 0 -0 -12, 272 Ib down at 2 -0-0, 272 Ib down at 4 -0 -0, 254 Ib down at 4- 10 -15, 264 Ib down at 6- 10 -15, and 564 Ib down at 7 -10 -8, and 113 Ib down at 7 -10 -8 on top 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) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) 13) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 LOAD CASE(S) Continued on p -ge 2 February 1,2011 1 B A 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. JUllus Lee Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is tor lateral support of individual web members only. Additional temporary 109 Coastal Bay Blvd. m porary bracing 10 insure stability during construction is the responsibillity of the 1109 C Boynton, FL Coastal Bay erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing, consult ANSI /TPI1 Quality Criteria, DSB -89 and BCSII Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive. Madison, WI 53719. Job Truss Truss Type Qty Ply 4633318 383144 F01 FLOOR 2 1 290595001 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.140 s Oct 1 2009 MTek Industries, Inc. Mon Feb 21 07:35:50 2011 Page 2 LOAD CASE(S) 1) Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 6- 12 = -10, 1- 5 = -213 Concentrated Loads (Ib) Vert: 1= -272 5 = -677 14 = -272 15= -272 16 = -254 17= -264 2) 1st unbalanced Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 6- 12 = -10, 1-4=-213, 4 -5= -133 Concentrated Loads (Ib) Vert: 1=-272 5=- 355(F =- 113) 14 = -272 15 = -272 16 = -254 17 = -72 3) 2nd unbalanced Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 6- 12 = -10, 1- 4 = -133, 4- 5 = -213 Concentrated Loads (Ib) Vert: 1 = -74 5 = -677 14 = -74 15=-74 16 = -69 17= -264 4) User defined: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 6-12=-10(F), 1- 5=- 100(F) • \ \1111111/ / i/ / • No '* 73 W_ STATE OF � ms ...• s•. F�ORiDP• ���. ' /S "ON \ February • 1,2011 • A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 5017473 BEFORE USE Design valid for use only with Mtfek connectors. This design is based only upon parameters shown. and is for an individual building component. JUIiuS Lee 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 1109 Blvd. 1 10 109 Boynton. C C FL 33435 l Bay Bay erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication. quality control. storage. delivery. erection and bracing, consult ANSI /TPI1 Quality Criteria, DSB -89 and BCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive. Madison, WI 53719. Job Truss Truss Type Qty Ply 14633319 383144 FO1A FLOOR 10 1 290595002 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.140 s Oct 1 2009 MiTek Industries, Inc. Mon Feb 21 07:35:51 2011 Page 1 1 1 -3 -0 1 1 1 -7 -4 0.j0 1 0-9-14 1 1 0 -9-14 1 0 iH6 Scale = 1:15.2 1.5x3 = 4x6 II 2x6 11 4x6 H 8x10 = 24 H 4x6 II 1 2 3 4 5 6 e 11 ' �� II �► 4 1.5x3 = - ' 14 III a - 1� ■ 1 " 12 11 10 8 7 4x4 = 2x4 11 5x6 = 5x8 = 1.5x3 11 3x4 I I 5x7 = 1 5 -10-4 8-0-0 1 5 -10-4 2 - - Plate Offsets (X,Y): [2:0- 3- 0,Edge), 13:0- 3- 0,Edge), f4:0- 3- 0,Edgej, [6:0- 1- 8,0 -0 -8), f6:0- 3- 0,Edgej, [11:0- 1- 8,0 -0 -0), [12:0- 1- 8,Edgej LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.72 Vert(LL) 0.09 10-11 >728 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.79 Vert(TL) 0.16 10 -11 >418 240 BCLL 0.0 Rep Stress Incr NO WB 0.90 Horz(TL) -0.01 9 n/a n/a BCDL 5.0 Code FBC2007/TP12002 (Matrix) Weight: 61 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP M 31 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins, except BOT CHORD 4 X 2 SYP M 31 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6 -0 -0 oc bracing. REACTIONS (Ib /size) 13 =- 463/0 -3 -8, 9= 3188/0 -5-8 Max Uplift 13=- 688(LC 3) 0011 I I I) I, / / Max Gray 13= 263(LC 4), 9= 3188(LC 1) \\\ �\` `S S 1 / 1 / , FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. \ w •. • • OCEN4- • • <∎ TOP CHORD 1-13=-265/867, 1-2=-292/1432, 2-3=-292/1432, 3-4=-151/2857, 4-5=0/1741, 5 -6= 0/1734 \ - BOT CHORD 11 -12 =- 1432/292, 10- 11=- 1432/292, 9-10 =- 3904/0, 8 -9 =- 3471/9 WEBS 4- 9=- 2928/0, 1- 12=- 1864/380, 2 -12 =- 183/747, 10 -15= 0/1562, 4- 15= 0/1498, * ' No 34869 3 -10 =- 2037/0, 3 -11 =- 48/564, 4 -8 =- 49/2743, 5 -8 =- 326/75, 6 -8 =- 2537/0 —_ x ' 4 " NOTES (10 -13) ,. � �// W 1 1) Unbalanced floor live loads have been considered for this design. 2) Ai bearings are assumed to be SYP No.2 . � 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =1b) 13 =688. - T STATE OF \ - 4) Load case(s) 1, 2, 3, 4, 5, 6 has /have been modified. Building designer must review loads to verify that they are correct for the intended - "Si ` ' • ... OR( ' • '` ` 0 .,:s. / � use of this truss. 5) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 1 O to \ \ 6) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to / / / i I , v � �\ be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 223 Ib down at 7 -10 -8, and 1643 Ib down at 7 -10 -8 on top chord. The design /selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, Toads applied to the face of the truss are noted as front (F) or back (B). 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 11) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) 12) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 LOAD CASE(S) 1) Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (p11) Vert: 7- 13 = -10, 1- 6 = -100 Concentrated Loads (Ib) Vert: 6 = -1866 Continued on page 2 February 21,2011 • I ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIr7473 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for on individual building component. Julius Lee 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 1 109 Coastal vd. Boynton, FL 33435 l Bay Bay erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery. erection and bracing, consult ANSI /TPI1 Quality Criteria, DSB -89 and BCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Job Truss Truss Type Qty Ply 4833319 383144 F01A FLOOR 10 1 290595002 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.140 s Oct 1 2009 MiTek Industries, Inc. Mon Feb 21 07:35:51 2011 Page 2 LOAD CASE(S) 2) 1st unbalanced Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 7- 13 = -10, 1-4= -100, 4 -6 = -20 Concentrated Loads (Ib) Vert: 6=-671 3) 2nd unbalanced Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 7- 13 = -10, 1- 4 = -20, 4 -6= -100 Concentrated Loads (Ib) Vert: 6= -1866 4) User defined: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 7- 13=- 10(F), 1- 6=- 100(F) 5) 1st chase User defined: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 7- 13=- 10(F), 1- 3=- 100(F), 3- 4=- 20(F), 4- 6=- 100(F = -20) 6) 2nd chase User defined: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 7- 13=- 10(F), 1- 2=- 20(F), 2 -4=- 100(F), 4- 6= -20(F) \\\ \\\ 1\illll // \ � . • oCENgF • ;0,,, • No34 9 • '73 W 0 STATE OF / / O N qL \ � f 111111\ \ February 21,2011 1 f A WARNING - Verify design parameters and READ NOTES ON 77115 AND INCLUDED MITER REFERENCE PAGE 5711.7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual budding component. Julius Lee Applicability of design pararnenters and proper incorporation of component is responsibility of building designer - not buss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction 4 the responsibillity of the 1109 Blvd. 1 109 109 C Coas FL 33435 l Bay Bay erector. Additional permanent bracing of the overoll structure 4 the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery. erection and bracing, consult ANSI /TPI1 Quality Criteria, DSB -89 and BCSI1 Building Component Safety Information ovoiloble from Truss Plate Institute. 583 D'Onofrio Drive, Madison. WI 53719. Job Truss Truss Type Qty Ply 14633320 383144 F018 FLOOR 2 1 290595003 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.140 s Oct 1 2009 MiTek Industries, Inc. Mon Feb 21 07:35:52 2011 Page 1 1 1 -3-0 1 I 1 -7 -4 I 0-1 1 0-6 -4 I [ F:1 Scale = 1:15.2 1.5x3 11 7x10 = 3x4 = 1 3x3 = 2 3 3x3 = 4 16 5 I w �� ll ‘Vp pPe l 11 1 I Ilk ,B � Illp 3x4 = 4x4 = 12 11 10 9 7 6 3x3 = 1.5x3 II 1.5x3 11 1.5x3 11 5x7 = 5-10-4 i 8 -0-0 i 5-10 -4 2 -1 -12 Plate Offsets (X,Y): (4:0- 3- 12,Edge], 15:0- 1- 8,Edgei, (8:0- 1- 12,Edge] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.87 Vert(LL) 0.06 9 -10 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.74 Vert(TL) 0.10 9 -10 >671 240 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(TL) -0.00 8 n/a n/a BCDL 5.0 Code FBC2007/TP12002 (Matrix) Weight: 48 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.1 D TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins, except BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6 -0-0 oc bracing. REACTIONS (Ib /size) 12=- 31/Mechanical, 8= 1950/0 -5 -8 Max Uplift 12=- 171(LC 3) (\ 1 1 1 1 1 / / / // Max Gray 12 =266(LC 4), 8 =1950(LC 1) \\�_ \` \ `S s - /0 FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. J . • oCENS i(• <� TOP CHORD 1 -12 =- 272/255, 1 -2 =- 280/391, 2 -3 =- 280/391, 3 -4 =- 152/1009, 4 -16= 0/897, 5 -16 =0/897 •' ' ' BOT CHORD 10 -11 =- 391/280, 9-10 =- 391/280, 8- 9=- 1512/0, 7 -8 =- 1330/0 2 % ■ WEBS 4 -8 =- 1726/0, 5-7 =- 1219/0, 4 -7= 0/905, 9-15= 0/695, 4 -15= 0/627, 3 -9 =- 958/0, *• NO 19 3 -10 =- 75/290, 1 -11 =- 520/373 — '0 LL :: NOTES (11 -14) 73 1) Unbalanced floor live loads have been considered for this design. W 2) Bearings are assumed to be: Joint 12 SYP No.2 . STATE OF .• .. �� 3) Refer to girder(s) for truss to truss connections. - .„<s1/4 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =lb) 12 =171. •",.. .A ' •. ORIDP •'O ■ � 5) Load case(s) 1, 4, 5, 6 has/have been modified. Building designer must review loads to verify that they are correct for the intended use i • • • • •' e‘..\ \\ of this truss. '1 //� / O N A� \\\ 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. / / 1 , i i I 1 1 1 '' 4 \ \ 7) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 110 Ib down at 7 -9 -12, 429 lb down at 7 -9 -12, and 254 Ib down at 6 -9 -12, and 57 Ib down at 5 -9-12 on top 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) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) 13) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 LOAD CASE(S) Standard Except: 1) Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 6- 12 = -10, 1- 4 = -100, 4- 5 = -210 (Continued on page 2 February 21,2011 t ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 01II.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. Julius Lee Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Blvd. is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 1 1 109 109 C o o , FL 33435 l Bay Bay erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage. delivery, erection and bracing. consult ANSI /TPI1 Quality CrHeria, DSB -89 and BCSII Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive. Madison, WI 53719. Job Truss Truss Type Qty Ply 14633320 363144 FOIB FLOOR 2 1 290595003 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.140 s Oct 1 2009 MiTek Industries, Inc. Mon Feb 21 07:35:52 2011 Page 2 LOAD CASE(S) Standard Except: Concentrated Loads (lb) Vert: 5=-539 4 = -57 16= -254 4) User defined: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 6-12=-10(F), 1- 5=- 100(F) 5) 1st chase User defined: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 6- 12=- 10(F), 1- 3=- 100(F), 3- 4=- 20(F), 4- 5=- 100(F = -20) 6) 2nd chase User defined: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plt) Vert: 6- 12=- 10(F), 1- 2=- 20(F), 2 -4=- 100(F), 4- 5= -20(F) \ `\ �1�111111/ / /• • ws S' • • • • ocENg• No3 9 *� • STATE OF ,� �\._�� ii ` ` ELORtO '.. / / / / O N I A\. \\\ Februarr�21,2011 • • A 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. JUrus Lee 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 Boynton, 1 1 Blvd. 09 09 C C s Coastal l Bay Bay erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage. delivery, erection and bracing. consult ANSI /TPI1 Quality Criteria, 051 -89 and BCSI1 Building Component Safely Information available from Truss Plate Institute. 583 D'Onofrio Drive. Madison, WI 53719. • Job Truss Truss Type Qty Ply 14633321 363144 F02 FLOOR 8 1 290595004 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.140 s Oct 1 2009 Mi Tek Industries, Inc. Mon Feb 21 07:3532 2011 Page 1 1 1 -3-0 I i 1-7-0 f� Scale = 1:11.5 3x3 = 1 303 = 21.583 11 3 3x3 = 4 11 : . 10 1.5x3 = N1 9 �L1 le 4\ 81 1.5x3 II 3x3 = 9 8 7 6 5 3x3 = 1.5x3 11 3x3 = 5-11 -8 I i 5-11 -8 LOADING (p01) SPACING 2 -0 -0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.36 Vert(LL) -0.03 7 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.37 Vert(TL) -0.05 6 -7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2007/TP12002 (Matrix) Weight: 33 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5 -11 -8 oc purlins, except BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS (Ib /size) 9= 317 /Mechanical, 5= 311/0 -3-0 FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. \ ‘0111111/1, // • TOP CHORD 1 -9 =- 346/0, 5 -10 =- 314/0, 4 -10 =- 314/0, 1 -2 =- 360/0, 2-3=-360/0 \\ ‘)S / BOT CHORD 7- 8= 0/360, 6 -7 =0/360 _ ` x \\ / // � • WEBS 4- 6= 0/286, 1 -8 =0/479 \ �V�' ��CENS�C '• �(\ i NOTES (7 -10) * •.• ,* 1) Unbalanced floor live loads have been considered for this design. NO 34 -- 2) All bearings are assumed to be SYP No.2 . — — 3) Refer to girder(s) for truss to truss connections. - -0 : • LL _ 4) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10 -0-0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to- W be attached to walls at their outer ends or restrained by other means. - O ' STATE OF � �� 6) CAUTION, Do not erect truss backwards. -. T •' 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular j •. Ft ORIO . . building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. � / S \ \ � 8) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) /// I Q A, \ 9) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 // / / / J V ��) ��\ LOAD CASE(S) Standard February 21,2011 I r A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 11111.7473 BEFORE USE. Design valid for use only with Mirek connectors. The design is based only upon parameters shown, and is for an individual building component. Julius Lee Applicability of design paramenters and proper incorporation of component 5 responsibility of building designer- not truss designer. Bracing shown m Blvd. Bay a oaS C fl 5 for lateral support of individual web members only. Additional temporary bracing to insure stability during construction 5 the responsibillity of the Boynton, 1 109 09 C s l Bay erector. Additional permanent bracing of the overall structure 5 the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery. erection and bracing, consult ANSI /TPI1 Quality Criteria, DSB•89 and BCSI1 Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive, Madison, WI 53719. . Job Truss Truss Type Qty Ply 14633322 383144 F03 FLOOR 14 1 290595005 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.140 s Oct 1 2009 MiTek Industries, Inc. Mon Feb 21 07:35:53 2011 Page 1 0-1-8 H I 1 -3-o 1 I 1-6-0 0.h6 SCdle = 1:34.2 4x5 = 4x5 = 1.5x3 = 454 = 1.5x3 I1 1.5x3 I I 4x4 = 1.5x3 = 1 2 3 4 5 6 7 8 9 10 '� ∎w ∎w ∎w w w�w�rw` 1� I/ /44 wsa w s� 31 'i 21 pi 8 �� , -_ ► - Iplll .l 22 �O r r 20 19 18 17 16 15 14 13 12 11 4x6 = 4x4 = 4x4 = 4x6 = I 1-6-0 4-0-0 6-6-0 13 -3 -0 15 -9-0 16 -3 -0 ( 19 -9 -0 1 -6-0 2-6-0 2-6-0 6-9 -0 2 -6-0 2 -6-0 1 -6 -0 Plate Offsets (X,Y): f1:Edge,0 -1-81, (10:0- 1- 8,Edgel LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.52 Vert(LL) -0.31 15-16 >744 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.95 Vert(TL) -0.49 15-16 >477 240 BCLL 0.0 Rep Stress lncr YES WB 0.57 Horz(TL) 0.09 11 n/a n/a BCDL 5.0 Code FBC2007fTP12002 (Matrix) Weight: 102 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins, except BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 2 -2 -0 oc bracing. REACTIONS (Ib /size) 20= 1066/0 -3-0, 11= 1066/0 -3 -0 \\,`,) I I 1 11 f fff FORCES (Ib) - Max. Comp. /Max. Ten. - AN forces 250 (Ib) or less except when shown. \\\ \)S S, /// TOP CHORD 20- 21=- 1061/0, 1-21=-1060/0, 11 -22 =- 1061/0, 10- 22=- 1060/0, 1 -2 =- 1093/0, �� ��V • • ,f / / � • 2 -3 =- 2734/0, 3-4 =- 3772/0, 4-5=-4296/0, 5 -6 =- 4296/0, 6 -7 =- 4296/0, 7 -8 =- 3772!0, \ J, , •ICENSF •. �� 8-9=-2734/0, 9 10 =- 1093/0 - BOT CHORD 18- 19= 0/2061, 17- 18= 0/3381, 16 -17= 0/4135, 15 -16= 0/4296, 14- 15= 0/4135, 13- 14= 0/3381, 12- 13= 0/2061 * ' No 9 WEBS 10-12=0/1411, 1 -19= 0/1411, 9 -12 =- 1346/0, 2 -19 =- 1346/0, 9 -13= 0/936, 2 -18= 0/936, — •_ 8 -13 =- 90010, 3-18 =- 900/0, 8 -14= 0/543, 3 -17= 0/543, 7 -14 =- 506/0, 4 -17 =- 506/0, _ 'D : W_ 7 -15 =- 167/563, 4 -16 =- 167/563, 5 -16 =- 269/41, 6 -15 =- 269/41 • W ` NOTES (6-9) " STATE OF .• • ._ .-- 1) Unbalanced floor live loads have been considered for this design. i • \ ■ • 2) All plates are 3x3 MT20 unless otherwise indicated. - \ • •. FL ORIOP •' 0 N . 3) All bearings are assumed to be SYP No.2 . '/ 1 e 5) Recommend 2x6 a heels" ngbacks, onedge, Member end fixity model was used in spaced 10-0-0 oc and fastened to a each truss / / with 3--1Od (0.131" 3 ") nails. Strongbacks to f 5 iO "A :\ 4) "Semi-rigid 1 �\\ I I 1 1 \ be attached to walls at their outer ends or restrained by other means. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 7) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) 8) 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 February 21,2011 1 1 N WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED JOTTER REFERENCE PAGE MTh 7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and 5 for an individual building component. ,Julius Lee Applicability of design poramenfers 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 1109 Blvd. 110109 Boynton, C C oasstal l Bay Bay erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fobricotion, quality control, storage, delivery, erection and bracing. consult ANSI /TPI1 QualHy CrHeria, DSB -89 and BCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Job Truss Truss Type Qty Ply 14633323 383144 F04 FLOOR 2 1 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.140 s Oct 1 2009 MiTek Industries, Inc. Mon Feb 21 07:35:55 2011 Page 1 0-1 -8 H I 1 -3 - 0 ( 1 -9 -12 I 1-8-4 S6.21e = 1:34.2 1 0-j14-8 1.5x3 = 1.5x3 = 3x6 II 3x6 11 2x6 11 6x10 = 4x6 II THA422 3x6 II 2x6 11 4x6 II 3x6 11 4x6 11 1 2 3 4 5 Tt 23 6 7 8 9 10 111 / PAr gniMPIPAVIkt._ 1 11 ,.�►� ra IM o ill 4 W . 4A1=ILIM e lli n ElhWili= ri ■ 22 21 20 19 18 17 16 15 14 13 12 11 3x3 = 3x3 = 1.5x3 11 3x5 = 3x3 II 5x7 = 3x5 = 1.5x3 I1 3x4 = 3x4 = 4x5 = 3x3 = 1 1 -6 -0 1 6 -2 -4 1 7-6-12 1 10 -0 -12 I 15 -9-0 I 18 -3 -0 1 19 -9 -0 1 1 -6-0 4 -8-4 1 -4 -8 2 -6 -0 5-8 -4 2 -6-0 1 -6 -0 Plate Offsets (X,Y): [1:0- 1- 8,0 -0 -8[, [3:0- 3- 0,Edge), 17:0- 3- 0,0 -0 -01, [10:0- 1- 8,0 -0 -8), [10:0- 3 -0,Edge), [14:0- 1- 8,Edge[, [19:0- 1- 8,Edgei LOADING (ps() SPACING 2 -0 -0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.91 Vert(LL) -0.10 15 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.85 Vert(TL) -0.16 15 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.70 Horz(TL) 0.03 11 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Weight: 130 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins, except BOT CHORD 4 X 2 SYP No.1D end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6 -0 -0 oc bracing. REACTIONS (lb /size) 22= 193/0 -3-0, 11= 855/0 -3 -0, 18= 1657/0 -3-8 Max Uplift 22= -81(LC 3) \ �) \ [ I [ i I / / / / Max Gray 22= 327(LC 2), 11= 860(LC 4), 18 =1665(LC 5) \ \ \ \\ `t ` S S . K / /�/ lJ i FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. \ J ��CEN • F � � TOP CHORD 1 -22 =- 328/72, 10 -11 =- 857/0, 2 -3 =- 397/425, 3 -4 =- 397/425, 4 -5 =- 633/0, 5 -23 =- 2416/0, `' 6 -23 =- 2416/0, 6 -7 =- 2941/0, 7 -8 =- 2941/0, 8 -9 =- 2144/0, 9 -10= -911/0 BOT CHORD 20.21 =- 425/397, 19 -20 =- 425/397, 18- 19=- 941/0, 17 -18 =- 941/0, 16-17= 0/1824, * ' No r9 9 15- 16= 0/2941, 14 -15= 0/2941, 13- 14= 0/2601, 12- 13= 0/1691 WEBS 4 -18 =- 1719/0, 1 -21 =- 203/312, 4 -19= 0/935, 2 -21 =- 206/356, 3 -19 =- 396/0, 10 -12= 0/1176, _ : : cc 4 -17= 0/1755, 0.12 =- 1058/0, 5-17 =- 1639/0, 9 -13= 0/615, 5 -16= 0/845, 8 -13 =- 621/0, '3 0.16 =- 750/0, 8 -14=- 13/711, 7- 14= -299/0 ■ NOTES (10 -13) STATE OF .• \ _. -- 1) Unbalanced floor live loads have been considered for this design. " \ •. � ORIOP' •' 0 �\ 2) All bearings are assumed to be SYP No.2 . / S� ` \\ 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 22. /1// 'p N A\- \ \ \ \\ 4) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. // / / 11110\ \ 5) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) Use Simpson Strong -Tie THA422 (6 -16d Girder, 6 -16d Truss) or equivalent at 10 -5 -12 from the left end to connect truss(es) BM1 (1 ply 4 X 2 SYP) to front face of top chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 11) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) 12) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 LOAD CASE(S) Standard 1) Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 11- 22 = -10, 1 -10= -100 Continued on p -ge 2 February 1,2011 ■ ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 7.011.7473 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. ,Julius Lee 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 1109 Blvd. 1109 109 C Coas FL 33435 l Bay Bay erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI /TPI1 Quality Criteria. 051 -89 and BCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison. WI 53719. Job Truss Truss Type Qty Ply 14633323 363144 F04 FLOOR 2 1 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.140 s Oct 1 2009 MiTek Industries, Inc. Mon Feb 21 07:35:55 2011 Page 2 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 23=- 561(F) \ \\\ \ %VIIII)/ if /, `\ \ �, - , \�J • • 0 _ENSF •• •��� • * No3 9 73 W �� STATE OF ••\.> -- • i�S1 ��ORIOP. `\\�' ��'',5 /ONA \-- \\ \ February .1,2011 I t A WARNING - Verify design parameters anti READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII - 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. Julius Lee 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 1109 Blvd. 1 109 109 Co Coa5 FL 33435 l Bay Bay erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI /TPI1 Qualify Criteria, DSB -89 and BCSI1 Building Component Sofety Information available from Truss Plate Institute, 583 D'Onofrio Drive. Madison, WI 53719. • Job Truss Truss Type Qty Ply 14633324 383144 F05 FLOOR 4 1 290595007 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.140 s Oct 1 2009 MiTek Industries, Inc. Mon Feb 21 07:35:58 2011 Page 1 0-1 -8 H I 1 -3 -0 I I 1 -9 -12 I I 1 -0-4 I 0/_181 Ca S l' e = 1:17.7 1,593 = 1.593 11 3x6 = 1.5x3 11 1.5x3 11 1.5x3 = 1 2 3 4 5 6 7 Ti ES - ii N W1 i , /KO 11,\ b1,4 o, o o , /OM 11 ER r MI 14 13 12 10 9 8 1.5x3 11 I 1 -6 -0 I 6 -2 -4 10-4 -0 i 1-6-0 4 -8 -4 4 -1 -12 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in floc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.33 Vert(LL) -0.03 13 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.28 Vert(TL) -0.04 13 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.00 8 n/a n/a BCDL 5.0 Code FBC2007/TP12002 (Matrix) Weight: 58 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins, except BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS (Ib /size) 15= 367/0 -3 -0, 8= 275 /Mechanical, 11= 455/0 -3-8 Max Gray 15= 373(LC 7), 8= 288(LC 4), 11= 496(LC 5) \\\ ,0 11 III// FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. \\ •V J S • / ' / // TOP CHORD 15 -16 =- 372/0, 1 -16 =- 371/0, 8 -17 =- 296/0, 7 -17 =- 296/0, 1 -2 =- 299/0, 2 -3 =- 530/0, 3 -4 =- 530/0, 4 -5 =- 303/0, �\ C / 5 -6 =- 303/0, 6 -7= -303/0 \� V ' ' ' • • • ' ,/ BOT CHORD 13 -14 =0/ 530, 12 -13 =0/ 530, 11 -12= 0/251, 10 -11= 0/251, 9 -10 =0/303 ` �J • ' \CENS ' �� WEBS 4 -11 =- 483/0, 1 -14= 0/380, 4 -12= 0/402, 2 -14 =- 314/0, 7 -9 =0/384 ■* Nor 9 • * — NOTES (8 -12) — 1) Unbalanced floor live Toads have been considered for this design. _ "p : r' _ • 2) All plates are 3x3 MT20 unless otherwise indicated. _ 3 • W 3) All bearings are assumed to be SYP No.2 . -3 0 4) Refer to girder(s) for truss to truss connections. STATE OF � 5) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. i ,[� 0, ' 6) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to i \` ,"(AI •. �■ be attached to walls at their outer ends or restrained by other means. .../. v� O � \ \ 7) CAUTION, Do not erect truss backwards. / AV. v \\ 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular / / //1011110° 0 , building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) 10) Use Simpson THA422 to attach Truss to Carrying member 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 February 21,2011 � 1 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIT 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. Julius Lee Applicability of design paramenfers 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 1 109 Coastal Bay Blvd. erector. Additional permanent bracing of the overall structure a the responsibility of the building designer. For general guidance regarding Boynton, FL 33435 fabrication, quality control, storage, delivery, erection and bracing. consult ANSI /TPI1 Quality Criteria. DSB -89 and BCSI1 Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive. Madison, WI 53719. Job Truss Truss Type Qty Ply 14833325 363144 F08 FLOOR 4 1 290595008 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.140 s Oct 1 2009 MiTek Industries, Inc. Mon Feb 21 07:35:58 2011 Page 1 0 - 1 - o �e H I 1-3-0 1-4-0 1-0-0 tor' S le = 1:182 3x4 = 1.5x3 = 3x3 = 1.5x3 II 3x3 = 1.5x3 = 1 3x4 = 2 3 4 303 = 5 6 A iw ■� �■' OA i �M f_. i 4 ', 15 EN �� o mil h v - e B1 0 - -- - 8' 12 11 10 9 8 =' 3x4 = 3x3 = 1.5x3 II 3x3 = 3x4 = 3x3 = 3x3 = 1-6-0 I 6-7-0 9-1 -0 10 -7 -0 1 -6-0 5-1 -0 2-6-0 1 -6 -0 Plate Offsets (X,Y): (6:0- 1- 8,Edgej LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1 /deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.37 Vert(LL) -0.05 9 -10 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.48 Vert(TL) -0.07 9 -10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Weight: 57 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins, except BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS (Ib /size) 13= 562/0 -3-0, 7= 562/0 -3 -0 \\\,,((I f i' / / // FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. \ \ is Sic / /� TOP CHORD 13-14=-553/0, 1 -14 =- 552/0, 7 -15 =- 556/0, 6-15 =- 556/0, 1 -2 =- 512/0, 2- 3=- 1188/0, 3- 4=- 1188/0, 4 -5 =- 1118/0, �\ • .. • • • .. / • 5 -6= -523/0 N. // BOT CHORD 11- 12= 0/966, 10- 11= 0/1188, 9- 10= 0/1188, 8 -9 =0/975 \ \ �J�' ��CEN$F • . ��\ WEBS 6 -8= 0/672, 1 -12= 0/657, 5 -8 =- 629/0, 2 -12 =- 632/0, 2 -11 =0/415 NOTES (6-9) * NO y�.9 * = 1) Unbalanced floor live loads have been considered for this design. _ • '� _ • 2) All bearings are assumed to be SYP No.2 . W ` • 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7. 4) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. STATE OF � ` 5) Recommend 2x6 strongbacks, on edge, spaced at 10 -0-0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to i � • be attached to walls at their outer ends or restrained by other means. i � S • F1. ORlO P. • � � \� • 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular -/ building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. �1/ �Q I V A`v \\ \\ 7) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) / / /II/11111W 8) 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 February 21,2011 1 I A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 3111.7413 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. Julius Lee 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 1109 Blvd. 1 109 109 C Coas FL 33435 Coastal Bay Bay erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage- delivery. erection and bracing, consult ANSI/711 Quality Criteria, DSB -89 and BCSII Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive. Madison, WI 53719. • Job Truss Truss Type Qty Ply 14633326 363144 F07 FLOOR 2 1 290595009 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.140 5 Oct 1 2009 MiTek Industries, Inc. Mon Feb 21 07:35:57 2011 Page 1 0-1 -8 H I 1 -3-0 I I 2 -0-0 0018 Scale = 1:17.2 1.5x3 II 1 2 3 4 3x6 = 5 12 , • �� 13 It 1.5x3 = o P Es :: EI v KM N 01 _Pi ♦ ^ �' 't' �� - �� ��• ♦� � ' rte - ' 11 10 ♦A 9 -1 -8 9 -1 -8 LOADING (psi SPACING 2 -0-0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.36 Vert(LL) -0.00 10 >999 360 MT20 244/190 TCDL 10,0 Lumber Increase 1.00 BC 0.06 Vert(TL) -0.00 9 -10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 9 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Weight: 50 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins, except BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6 -0-0 oc bracing. REACTIONS All bearings 5 -2-0 except (It= length) 11= Mechanical (Ib) - Max Gray All reactions 250 Ib or less at joint(s) 11, 6, 7 except 9= 325(LC 1), 8 =313(LC 1) \ \ \ \ \tltli/ / // FORCES (lb) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. \\\ \\)\,. `\.)S . S • / - ' /, � i WEBS 2 -9 =- 274/0, 4- 8= -297/0 !�• NOTES (6-10) ` \C �N$�C ' . �,(\ i 1) All plates are 3x3 MT20 unless otherwise indicated. 2) All bearings are assumed to be SYP No.2 . — * NO 7 9 3) Refer to girder(s) for truss to truss connections. — . '. — 4) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. _ '(3 : _ 5) Recommend 2x6 strongbacks, on edge, spaced at 10 -0-0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks t0 ; w _ be attached to walls at their outer ends or restrained by other means. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particulars STAT OF � � building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. i T ‘\ ' 7) For special connections with reactions or uplifts less than 3001bs. Use typical toe -nail connection (refer to BFS detail package) ,.. �.c\ P C OR O -' Q \ \ • 8) Use Simpson THA422 to attach Truss to Carrying member / „ S \ 9) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 // / N AL \ \\ LOAD CASE(S) Standard / // I / I 1 l t t \ \ \ \\ February 21,2011 1 B A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED :MATER REFERENCE PAGE 510 -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. Julius Lee Applicability of design paramenters and proper incorporation of component is responsibility of budding 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 1109 Coastal Bay Blvd. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Boynton, FL 33435 fabrication. quality control, storage, delivery, erection and bracing, consult ANSI /1PI1 Quality Criteria, DS6-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive, Madison. WI 53719. Job Truss Truss Type Qty Ply 14633327 363144 F -KW1 GABLE 2 1 290595011 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.140 s Oct 1 2009 MiTek Industries, Inc. Mon Feb 21 07:35:57 2011 Page 1 0-1 0 Scale = 1:33.8 3x3 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 36 71 l 6 � � Y � Y i ii1 si BY B� EMS V�► �Y�r ∎r ∎er- l,�r�li ∎W�e, V ��1,lli■leuanY - • 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x3 = 3x3 = 3x3 9-6-8 1 -10 -8 � 3-2 -8 1 4-6-8 � 5 -10-8 � 7 -2 - 8 I 8-6-8 � 9 -10 -8 1 11 -2 -8 1 12-6 -8 1 13 -10-8 I 15 -2-8 i 16-6 -8 i 17 -10 -8 1 19 -2-8 19-9-9 9-6-8 1 -4 -0 1-4-0 1-4 -0 1 -4 -0 1 -4 -0 1 -4-0 1 -4-0 1 -4 -0 1 -4 -0 1-4 -0 1-4 -0 1 -4 -0 1 -4 -0 1 -4-0 b-6-8 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.00 18 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Weight: 91 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 10 -0 -0 oc purlins, except BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0 -0 oc bracing. OTHERS 4 X 2 SYP No.3 REACTIONS All bearings 19 -9-0. (Ib) - Max Uplift All uplift 100 Ib or less at joint(s) 34, 18 \\‘ ‘‘11 III 1 / 1 // Max Gray All reactions 250 lb or less at joint(s) 34, 18, 26, 27, 28, 29, 30, 31, 32, 33, 25, 24, 23, 22, 21, \ \ \\ vs S. /- / / / 20,19 \ \>... •....... • . �/ �(\ � /i s. i FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. .....• ��CEN$F NOTES (9-12) \ * NO 34 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. _ - 0 : • LL — 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). - N W 4) Gable studs spaced at 1 -4 -0 oc. 5) All bearings are assumed to be SYP No.2 . O STATE OF '• • �\ 6) Provide mechanical connection (by others) of truss to beating � ng plate capable of withstanding 100 Ib uplift at joint(s) 34, 18. i �(\ \ 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. - ` �1 • . • O \ 8) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to ',„ S 0'4 \\ be attached to walls at their outer ends or restrained by other means. / ' N AL \ \ \ 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular / / 1111 1111 \ building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 10) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) 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 February 21,2011 • • A WARNING - Verify design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 1411 -7473 BEFORE USE. Design valid for use only with MiTek connectors. The design s based only upon parameters shown, and s for an individual building component. Julius Lee Applicability of design paramentern and proper incorporation of component 5 responsibility of building designer - not truss designer. Bracing shown 5 for lateral support of individual web members only. Coastal Bay Blvd. . Additional temporary bracing to insure stability during construction is the responsibillity of the 1 10 Boynton, o, s Coastal Bay erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult ANSI /TPI1 Quality Criteria, DSB -89 and BCSI1 Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive, Madison, WI 53719. Job Truss Truss Type Qty Ply 14633328 383144 F -10N2 GABLE 2 1 290595011 Job Reference (optional) Buiklets FlrstSourcee,�J Fl 32244 7.140 s Oct 1 2009 MiTek Industries, Inc. Mon Feb 21 07:35:58 2011 Page 1 , Scale = 1:17.1 1 23x3= 3 4 5 6 7 8 9 T r MS — — 19 :ill 20 !I 111 � r_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-__ .T £T' � £T' 1 Y i! i - !ZZi'.�.-- i! i! - -� ` 18 17 16 15 14 13 12 11 10 3x3 = 3x3 = 3x3 = 0-6-8 I 1-10-8 3 -2 -8 I 4 -6 -8 I 5 -10-8 I 7 -2 -8 l 8-6-8 9 -1 -0 l 0-6 -8 1-4 -0 1 -4-0 1 -4 -0 1 -4-0 1 -4 -0 1 -4-0 0-6-8 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 244/190 TCOL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.00 10 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Weight: 46 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 9 -1 -0 oc purlins, except BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6 -0-0 oc bracing. OTHERS 4 X 2 SYP No.3 REACTIONS All bearings 9 -1 -0. (Ib) - Max Uplift All uplift 100 Ib or less at joint(s) 18, 10 \\\\\ \ ) ) 1 1 1 1 / / /// Max Gray All reactions 250 lb or less at joint(s) 18, 10, 14, 15, 16, 17, 13, 12, 11 \ \ \\ ` vS S. K ��/ FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. ..... �J�' ' \CEN$F ' •. `C� •� • `` NOTES (9-12) * .• * 1) All plates are 1.5x3 MT20 unless otherwise indicated. NO 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7. "D : • a' 4) Gable studs spaced at 1 -4-0 oc. _ •• ; (L 5) All bearings are assumed to be SYP No.2 . 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 18, 10. STA OF 41 _ 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. - T \ 8) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to i"AN, ` 9 ' •. OR(OP •' G ,,,:••• be attached to walls at their outer ends or restrained by other means. ‘,/ S ,•',.. � \\ 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular // / �O NA 1- V \ \\ building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. / / / 1 1 1 I I 1 \ \ \ 10) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) 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 February 21,2011 ■ ■ A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED IdITEK REFERENCE PAGE M0-7473 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. Julius Lee Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Blvd. Bay al is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 1 109 CoasBoynton, s l Bay erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing. consult ANSI /TPI1 Quality Criteria, DSB -89 and BCSII Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive, Madison, WI 53719. Job Truss Truss Type Qty Ply 14633329 363144 F -KW3 GABLE 2 1 290595011 Job Reference (optional) Builders FirstSource, Jacksonville, Ft 32244 7.140 s Oct 1 2009 MiTek Industries, Inc. Mon Feb 21 07:35:58 2011 Page 1 Scale = 1:13.2 1 2 3x3 = 3 4 5 6 7 11 - W1 oT1 ST1 1 0 q N 14 13 12 11 10 9 8 3x3 = 0 - 9 - 8 1 2 - - 1 3 -5-8 I 4 -9-8 6 -1 -8 6 -11-0 l 0-9 -8 1 -4 -0 1 -4 -0 1 -4-0 1 -4 -0 0-9 -8 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) 1 /deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.00 12 n/a n/a BCDL 5.0 Code FBC2007/TP12002 (Matrix) Weight: 34 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-11 -0 oc purlins, except BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. OTHERS 4 X 2 SYP No.3 REACTIONS All bearings 6 -11 -0. (Ib) - Max Gray All reactions 250 Ib or less at joint(s) 14, 8, 11, 12, 13, 10, 9 \01011 1 () / / { 1 /, FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. \ \\ \ v ` �� /� � ).‘'.••• ��CENsF < �/ - NOT (8 -11) 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. * ' NO 34 9 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). — 4) Gable studs spaced at 1 -4 -0 oc. - Z. - 0 : • LL _ 5) All bearings are assumed to be SYP No.2 . : (L : 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 srongbacks, on edge, spaced at 10 -0-0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to STAT OF � � be attached to walls at their outer ends or restrained by other means. - c N 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular j .( ' •. FC ORIO • • ko \\ building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. ' / �vS c..\,...4, \\ 9) For special connections with reactions or uplifts less than 3001bs. Use typical toe -nail connection (refer to BFS detail package) // / N n v \\ 10) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 // / / / 1 r i �` \\ LOAD CASE(S) Standard February 21,2011 • • A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.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. Julius Lee 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 1 109 Coastal Blvd. Boynton, FL 33435 l Bay Bay erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing, consult ANSI /7PI1 Quality Criteria. DSB -89 and BCSII Building Component Safety Inlormatlon available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. d Job Truss Truss Type Qty Ply 3 14633330 383144 T100 SPECIAL 2 3 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.140 s Oct 1 2009 MiTek Industries, Inc. Mon Feb 21 07:35:59 2011 Page 1 I 3-4 -11 I 6-7 -9 1 9-10 -8 1 13 -1 -7 1 16-4 -5 1 19 -9-0 1 3-4 -11 3-2 -15 3-2 -15 3-2 -15 3-2 -15 3-4 -11 Scale = 1:33.8 4x5 = 2x4 I1 3x5 = 4x5 = 10x12 = 10x12 = 1 2 3 4 5 6 7 8 f - I�B e t rl tt n [ � , Bz B � ► � i111= 1 111 111=1ll !1 VIII 111 IIirIII` 15 16 14 17 18 13 19 12 20 t1 21 22 10 23 g I 10x12 = HHUS48 10x12 = 5x6 = HHUS48 8x9 HHUS48 5x6 = HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 1 3 -4 -11 1 6 -7 -9 l 9-10 -8 1 13 -1 -7 1 16-4 -5 1 19 -9-0 I 3 -4 -11 3 -2 -15 3-2 -15 3-2 -15 3-2 -15 3-4 -11 Plate Offsets (X,Y): [8:Edge,0 -2 -81, [12:0- 4- 0,0 -6 -01, 115:Edge,0 -2 -81 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.60 Vert(LL) -0.38 12 >613 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.78 Vert(TL) -0.57 12 >408 240 BCLL 0.0 • Rep Stress lncr NO WB 0.84 Horz(TL) -0.04 8 n/a n/a BCDL 5.0 Code FBC2007/TP12002 (Matrix) Weight: 364 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purtins, except BOT CHORD 2 X 8 SYP No.1D end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. REACTIONS (Ib /size) 15= 2708/0 -3 -0, 9= 2630/0 -3 -0 01 0 11111/i // FORCES (Ib) - Max. Comp. /Max. Teri. - All forces 250 (Ib) or less except when shown. \ \\ ` `.S S , // i TOP CHORD 1 -15= 1884/0, 1 -2 =- 6690!0, 2 -3 =- 10911/0, 3 -4 =- 11644/0, 4-5=-11605/0, 5 -6 =- 11605/0, �\ . / 6- 7=- 10870/0, 7- 8=- 6691/0, 8- 9=- 1938/0 \ •J� ' \CE. • < /� BOT CHORD 15- 16= 0/624, 14- 16= 0/624, 14- 17= 0/6690, 17- 18= 0/6690, 13- 18= 0/6690, 13- 19= 0/10911, •' F .. 12 -19= 0/10911, 12- 20= 0/10870, 11 -20= 0/10870, 11- 21= 0/6691, 21 -22= 0/6691, 10 -22= 0/6691, 10- 23= 0/624, 9 -23 =0/624 * ' No 1 • WEBS 1 -14= 0/6289, 2 -14 =- 1418/0, 2 -13= 0/4375, 3 -13 =- 535/0, 3 -12= 0/758, 4 -12 =- 281/0, — 6 -12= 0/763, 6 -11 =- 546/0, 7 -11= 0/4333, 7 -10 =- 1410/0, 8 -10= 0/6289 _-0 :_ NOTES (13 -16) 7 • W 1) Special connection required to distribute web loads equally between all plies. � STATE OF � � 2) 3 -ply truss to be connected together with 10d (0.131 "x3 ") nails as follows: - \ ■ Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. is ' • • F L ORtD P (y \\ Bottom chords connected as follows: 2 X 8 - 2 rows at 0 -9-0 oc. // S Webs connected as follows: 2 X 4 - 1 row at 0 -9 -0 oc. A, A \ \ 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply //7 / 10 , 1 1 1 \ connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 4) Provide adequate drainage to prevent water ponding. 5) Concentrated loads from layout are not present in Load Case(s): #2 IBC BC Live. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6-0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 8) All bearings are assumed to be SYP No.2 . 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Use Simpson Strong -Tie HHUS48 (22 -10d Girder, 8 -10d Truss, Single Ply Girder) or equivalent spaced at 2 -0 -0 oc max. starting at 2 -1 -4 from the left end to 17 -7 -12 to connect truss(es) FO1A (1 ply 4 X 2 SYP) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 55 Ib down at 19 -7-4 on top chord, and 280 Ib down at 0 -1 -12, and 143 Ib down at 19 -7 -4 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. 13) 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. 14) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) 15) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 cViculedeanaoe 2 February 21,2011 ® �T�r �rar,oara 9 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 110.7473 BEFORE USE. Design valid for use only with MiTek connectors. This design 8 based only upon parameters shown, and is for an individual building component. Julius Lee Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Blvd. Bay a oas C 109 Coastal is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 1 1109 C Boynton, FL l Bay erector. Additional permanent bracing of the overall structure 8 the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage. delivery, erection and bracing, consult ANSI /TPI1 Qualify Criferla, 055 -89 and BCSI1 Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive, Madison, WI 53719. Job Truss Truss Type Qty Ply 14633330 363144 7100 SPECIAL 2 3 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.140 s Oct 1 2009 MiTek Industries, Inc. Mon Feb 21 07:35:59 2011 Page 2 LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1 -8= -100, 9- 15 = -10 Concentrated Loads (lb) Vert: 15=-280 8 = -55 9 = -143 12=- 299(F) 16=- 298(F) 17=- 298(F) 18=- 298(F) 19=- 298(F) 20=- 307(F) 21=- 307(F) 22=- 307(F) 23=- 307(F) `\ wS S•K ,, • �J . \GENSF • • • � * ' No 34869 70 • w — ,‘N STATE OF 0 61 • ' Et °RIOP`.•• ,, / �0 Nfb„ \ . February 21,2011 A 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. Julius Lee Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the m 1109 Blvd. 1 109 109 C C oos o, FL 33435 l Bay Bay erector. Additional permanent brocing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI /TPI1 Qualify Criteria, DSB -89 and BCSI1 Building Component Safely Information available from Truss Plate Institute, 583 D'Onotno Drive, Madison, WI 53719. y w v,, c 0 Alik D - � D -11 o 4 H O 5 c0 0 Q zD D m 1 1 '' i ; I 4 _e n_ ' a G�o 3 ca � �.a ,- 3 0� . D- .0 o _o� aQ° a_ o�oow D wo Doi n q O m am c J c° A a -0 3 6 D Z QO c n� fl n m 'I° m m � x m v ° 3 a� p 3� a S ao N a_�. 3 a � _Q m ° X N� �c p•< Z -O OCCD ID �� - ' - 6 - Q Q 0 -1 — m : 0— -,o oa 0 a ao ' 0 N 3 °. o °m °o > - ° - ^ m 2 ,° CD C ' °� A ll o ' 00 7c-� 00:0 - �"• - W °• O Dn 0 3 �, !. Z ° D0 0 B CD <co 0 0 - p - 0 (p O n 3 Q �• 7 n Q (D Q N 0 0 6 O -• j N �. cp 0 W (p . c0 c 5 o -Q S �. o O j x O OEo �Y� Qu O N 3 .< , 0 z , om - a Z0 - 'D' - TOP CHORD oj _I L� O ,L A rn p m „.02 ® J Z C WS ij mp yZN rD mm 0 �_,m n �* cZ D -N :D O m = M Er m xi 0 73 Q `V On c° D 1 m Z 3 O N 3 (0 r -'F' O N m _, m O Q O x � ' A a m _, m 73 ,7, CA W _ v = O n n M 0 N A CO N P (0 *4‹ W N D m O 3f in C)1 '< — = 0. 7 . +� r 1 ® O -I m 3 �� „,,, K. H c� CD \ � 0 m � 7 aL (� m TOP CHORD Q N - - - - - - - - -.O co 4 P (n A W N - T 0:>, O ., N V D` (1 A W N O (n a DO iOA -- 00/C N a n Om 5' 52 mmn cc 5c �O oov n Oat L 63f O o < o Q -oo o N ° a o 00 -0 0R o ° o m 3 , 0 m a oN - o w o ,o ° 00 � a s zo 8a C am m 3° = O O .n . -0' 0 0- 0 __.v, 7.., m(0 .0 N 3 T `0a � � 7 o Q vo . o f + o o n 0 = .3 t o (o ° ,„-:<- ,„-:<- � 0 a 5tx °o < < Pp m m co m Bo (0 .6 B o o g CO /� Lncr,n k� C n c ( 0 4,m 7 0 a -6- ' 7 O O a� a • 0 a m O N ° 7 Q N x N 7 C 0 3 N N N m c ii-0 N " co N O N 'p 7 0 c3 = X 0 O 0° 0a n3 � mH a `7 m 33 m a R a N gm a c 6 O (O x 0 - n O N -. 0 0 m 2, s a 7 0 0 (D m ° O T K m W N m g a 3 s n 6 Q O a) ? mo - < m ° 7 N a m m 0 C 0 _an �o _ C n - m =.. m o o 6 0 Ft 05 5 o - -p 3 03 ,mm m 7 on a 0- c ?... 2 O aO _ 7 2 c 0 Q a > > m m 5l0 •G S M g NO m 9, a n (g. O 7,_. o m a Cs O O m o a O 9 <g_ Q 'OC.3 Dry g 7W (p ` al oc c on- g (D E f Nm a s o0 o ao 2 (. - a 0 a na) m µ 0 ?w a ,�. Do o p a !a c -3 c '3 m m` o Q ° m �7 `a00 'm 33 a 6 o ( 0 n D �_ a n ? � .n a i a m o g O a' ,c), m ca 6 7 3 ao 2m m -.0 a”' n m a m f. m D 0 ° ` N am oo mmapp f o Q O C a g m , O- r, 0 S 0' � - 7 7 BOO ,3 N O C z O O o N a a 0 3 m 0 m 7 3 j m m . 0 m m a o � � ° ( o m 5 C C. 2 O ° -" o a _ -' Q ,w 0 j. O o tN N 0 5' n m a o N Q n z 0 v * in j' - ° O 7 ff n < m 6 ( 2 V n co 0 -<< - a '0 - 0 Ln 7 c 0 '" � m . p 7 7 7 ° u,0 - O O _. m O 00 s m° 0 n " O - 2 -0 an O 0 O (0 N 7 0 m ("5" p m 0 6 �. J 7 m « n o - _ O' 7 C. -< 0 0 0 a w6 7.R m ( p ' 7n . 3 a 37 j o . 7 v - co O 0 nn om a, Oa a m C / '�` O N a ,-,- 0 O . 6 (i o O fa N 2 a -P. o a ' 7 0 7' a O 7 3 7 ° c _, 2° `" coo • • . CD M 0 0 'c n p 0 m � . • N ,a O 5' c n y S 0 a m a �.5o 0 • c 0 1. p� �n o 0 m 0 n n i" � 3 0 m 9 N 7 0 ,• a , a o O 0 ° a o D.� 6 a a < 0 3 n O ma c - �o m P 3 : m'0 ° N H 4 -3m g, o m o mo (� 0 0 a� 0 7 0 3 1 8 Z Cr c' 2 Q �� 3 o• ma y, m CV • ■ eve BM -1 by WCYerbaCU5er 2 Pcs of 1 3/4" x 16" TimberStrand® LSL Beam (1.55E) TJ -Beam® 6.35 Serial Number: User.1 4/16/20092:25:21 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version: 6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 1 1 El Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(Ibs) Floor(1.00) 143 53 1' - F07 Point(Ibs) Floor(1.00) 200 75 2' - F05 Point(Ibs) Floor(1.00) 200 75 4' - F05 SUPPORTS: Input Bearing Vertical Reactions (lbs) Detail Other Width Length Live /Dead /Uplift/Total 1 Timberstrand LSL Beam 3.00" Hanger 381 / 179 / 0 / 561 Custom Detail Custom Accessory 2 Stud wall 3.50" 1.50" 362 / 171 / 0 / 533 Custom Detail Custom Accessory -User specified custom detail for support: 1, 2. DESIGN CONTROLS: Maximum Design Control Result Location Shear (lbs) 543 365 11573 Passed (3 %) Lt. end Span 1 under Floor loading Moment (Ft -Lbs) 648 648 28178 Passed (2 %) MID Span 1 under Floor loading Live Load Defl (in) 0.002 0.115 Passed (L/999 +) MID Span 1 under Floor loading Total Load Defl (in) 0.003 0.229 Passed (U999 +) MID Span 1 under Floor loading - Deflection Criteria: STANDARD(LL:U480,TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 5' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by iLevel ®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code SBCC analyzing the iLevel® Distribution product listed above. -Note: See iLevel® Specifier's /Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: BEACHES HABITAT MICHAEL INGRAM DUPLEX BUILDERS FIRST SOURCE 6550 ROOSEVELT BLVD. JACKSONVILLE, FL 32244 Phone : (904)772 -6100 ext 2299 Fax :(904)772 -1973 michael.ingram @bldr.com Copyright © 2009 by iLevel ®, Federal Way, WA. TimberStrand® and TimberStrand® are registered trademarks of iLevel ®. T:\ENG71\jobs\302\302514\302816\BM-1.sms • eve BM -1 by Woyemuebser 2 Pcs of 1 3/4" x 16" TimberStrand® LSL Beam (1.55E) TJ -Beam® 6.35 Serial Number: User:1 4/16/2009 2:25:22 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version: 6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED Operator Notes: HANGER THA -422 PROJECT INFORMATION: OPERATOR INFORMATION: BEACHES HABITAT MICHAEL INGRAM DUPLEX BUILDERS FIRST SOURCE 6550 ROOSEVELT BLVD. JACKSONVILLE, FL 32244 Phone : (904)772 -6100 ext 2299 Fax :(904)772 -1973 michael.ingram @bldr.com Copyright © 2009 by iLevel ®, Federal Way, WA. TimberStrand® and TimberStrand® are registered trademarks of iLevel ®. T:\ENG71\jobs\302\302514\302816\BM-1.sms A crl s ti MI • ry N -+ Ls- a C r4 r 4 W rr is Z w (v M -" t` ti C e '; F-, W O Li. 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Maximum Uniform Load Applied to Either Outside Member (PLF) Connector Pattern AssemblyA - Assembly 0 Assembly C Assembly D Assembllr E Assembly F II 2" °' 2" 2» 1 — Numberot Connector 2 Connector Type Noes An- Center Spacing 134 134" 114" 31/2 134" 31/2 134 31/2" 134" 32" . 51/4" 51" r 7" 7" 2 -ply 3 -ply 2 -ply 3-ply 2-ply ... 10d (0.128" x 3 ") 2 12" 370 280 280 ',. 245 Naihn _ 3 12 " - ` 555 � 415 415 370 I 1 / 2 " A307 24" 505 380 : 520 - 465 860 340 tzx4) 2 19 635 60 570 5 7 Through Bolts _ .. 1._. 655 ...... 580 1075 I 425 785 695 1,290 505�� 24" ! 680 . 510 1 ...... 51 0.... i 455 ' SDS IA" a 3%t "( 2 19.2" 850 640 640 565 16" 1,020 ; 765 ____ _ .765 680 24" 455 1 465 455 SDS -1/4. x 6.(3)(4) 2 19.2 ". ;� 1 f 565 : ` t 580 , ) 565 6 80 _.. __ -- _. _.w..�: 16" i 695 'I 680 f 24" 480 ._ _. _.1 360 360 320, i 1SPWS35' 2 19.2" 600 450 450_ 400 __- i . ___._ 16" 715 s, l 540 ._... e._ 540 _.. 480 ....._ -. f .a. USP WS6 f3a +) 24 " ' 350 525 ' 350 2 19.2 " 440 i 660 1 440 16" 525 ( 790 t 525 24 ""' 635 475 ` 475 ; 425 ? f 2 19.2 "' 795 595 53 Trosslokf•r 59 _ 16" 955 715 715 —T 635 .— 5 „ 24" 500 500 445 480 ' 445 2 19.2 "' 625 — _ — _625 5 . __L 600 1 555 rry Trusslokttt 16" --- • W ____ 750 750 665 725 665 634 24" i 445 620 445 Trusslokt4r 2 1 9.2" .- . _ -_ k__ 555 770 555 _.__ 16" 665 925 1 _ 665 (1) Nailed connection values may be doubled for 6" on- center or tripled for 4" on center nail spacing. (2) Washers required. Bolt holes to be 146" maximum. (3) 6" SDS or WS screws can be used with Parallam® PSL and Microllam® LVL, but are not Uniform Load Design Example recommended for TimberStrand® LSL (4) 24" on- center bolted and screwed connection values may be doubled for 12" on- center 300 PLF spacing. 415 PLF General Notes • Connections are based on NDS® 2005 or manufacturer's code report. � T • Use specific gravity of 0.5 when designing lateral connections. .1, • Values listed are for 100% stress level. Increase 15% for snow- loaded roof conditions or 25% for non -snow roof conditions, where code allows. • Bold Italic cells indicate Connector Pattern must be installed on both sides. Stagger fasteners on opposite side of beam by 1 the required Connector First, check the allowable load tables on pages 16-33 to verify that three Spacing. pieces can carry the total load of 715 plf with proper live load deflection criteria. Maximum load applied to either outside member is 415 plf. For a • Verify adequacy of beam in allowable load tables on pages 16 -33. 3 -ply 1 assembly, two rows of 10d (0.128" x 3 ") nails at 12" on- center • 7" wide beams should be side - loaded only when loads are applied to both sides is good for only 280 plf. Therefore, use three rows of 10d (0.128" x 3 ") of the members (to minimize rotation). nails at 12" on- center (good for 415 plf). • Minimum end distance for bolts and screws is 6 ". Alternates: Two rows of 1/2" bolts or SDS' /4" x 31/2" screws at 19.2" on- center. • Beams wider than 7" require special consideration by the design professional. 38 iLevel Trus Joist' Beam, Header, and Column Specifier's Guide TJ - 9000 March 2008 , MULTIPLE- MEMBER CONNECTIONS FOR SIDE - LOADED BEAMS Point Load - Maximum Point Load Applied to Either Outside Member (Ibs) Connector Pattern: Assembly A Assembly 6 Assembly C Assembly 0 . Assembly E Assembly P' Number of i I Connector Type Connectors W 1W 1/" 3 1�a 3 " . 1� " , . , 14a 3 5 5'/+ "' 7 " 7" 7" 2 -ply j 3 -ply 2 -pty 3-ply 2 -ply 4-ply 6 1,110 _..__ 835 ._..___ 835 740 101I (0.128" x 3 ") 12 2,225 1,670 1,670.._. 1485 Nail 18 3,335 2,505 2,505 2,225 24 4,450 3,335 3,335 2,965 SOS Corey's 4 1,915 1435( 1,435 1,275 1,860( 1,405 3 /4 "x.31 /2 "orWS35 6 2,870 2150 ( 2,150 . 1915 . 2785x 2 2,110 1 4" x 6 " or WS6n> ,..... ( 4 _..._.:... 8 (2) 8 3,825 2,870 2,870 2,550 3,715 ?,810 2) 4 2,545 1910 (4) 1910 1,695 1925?) 1775 321" "ors" � ... ..__: Trusstok'" - 6 3,815 2,860 2 . 1 , 545 2,89a 2 8 5,090 3,815 (4) 3,815 3,390 3,855 3,550/ (1) 6" SDS or WS screws can be used with Parallam® PSL and Microllam® LVL, but are not recommended for TimberStrand® LSL. See General Notes on page 38 (2) 6" long screws required. (3) 5" long screws required. (4) 31/2" and 3;4" long screws must be installed on both sides. Connections Point Load Design Example 3,000 Ibs 4 or 6 or Screw 8 Screw Nail Connection Connection Connection 10d (0.128" x 3 ") nails, SDS or Trusslok'" SDS or TrussLok'" typical. Stagger to prevent �� 1 screw, typical screw, typical splitting. e ( 8� - 10" 111 14" spacing, typical \ 2 typ top and 2 „ a First, verify that a 3-ply 1%" x 14" beam is e bottom y 1" 2 " capable of supporting the 3,000 Ib point load � �'r 1 v1 1%" as well as all other loads applied. The 3,000 Ib '' 11 J spacing , 6n! minimum point load is being transferred to the beam %z beam depth 2" g 2„ }minimum with a face mount hanger. For a 3 -ply 13/4" assembly, eight 3 TrussLok'" screws are There must be an equal number of good for 3,815 Ibs with a face mount hanger. i nails on each side of the connection MULTIPLE- MEMBER CONNECTIONS FOR TOP- LOADED BEAMS 1 Wide Pieces on both sides. Stagger fasteners on opposite side • Load must be applied evenly across entire beam • Minimum of three rows of lOd (0.128" x 3 ") nails of beam by 1/2 of the required connector spacing. width. Otherwise, use connections for side - loaded beams. at 12" on- center. • Load must be applied evenly across entire beam • Minimum of four rows of lOd (0.128" x 3 ") nails at width. Otherwise, use connections for side - loaded • Minimum of two rows of 1/2" bolts at 24" on- center 12" on- center for 14" or deeper. beams. staggered. • If using 12d -16d (0.148 " - 0.162" diameter) nails, 3 Wide Pieces -' ' . � ` the number of nailing rows may be reduced by one. • Minimum of two rows of SDS, WS, or TrussLok "" • Minimum of two rows of SDS, WS, or TrussLok'" screws, 5" minimum length, at 16" on- center. screws at 16" on- center. Use 3 minimum 6" SDS and WS screws are not recommended for ykF - '' length with two or three plies; 5" minimum for use with TimberStrand® LSL. Connectors must 4 -ply members. 6" SDS and WS screws are not be installed on both sides. Stagger fasteners recommended for use with TimberStrand® LSL. For on opposite side of beam by / of the required Multiple pieces can be nailed orbolted together 3- or 4 -ply members, connectors must be installed connector spacing. el to forma header or beam of the required size, up to a maximum width of 7" iLevel Trus Joist" Beam, Header, and Column Specifier's Guide TJ -9000 March 2008 39 R !; CITY OF ATLANTIC BEACH ;ma ": V 800 SEMINOLE ROAD j tvi ��; ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Application Number . . . . . 11- 00001757 Date 3/15/11 Property Address 1841 TAYLOR WAY Application type description SINGLE FAMILY ATTACHED DWELLING Property Zoning TO BE UPDATED Application valuation . . . 75000 Application desc new home Owner Contractor BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVE. 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241 -1222 (904) 241 -1222 Structure Information 000 000 Construction Type TYPE 5 -B Occupancy Type RESIDENTIAL Flood Zone ZONE X Permit BUILDING PERMIT Additional desc . Permit Fee . . . 380.00 Plan Check Fee . . 190.00 Issue Date . . . Valuation . . . . 75000 Expiration Date . 9/11/11 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONALELECTRIC 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 Roll off container company must be on City approved list and container cannot be placed on City right -of -way. Erosion control measures (silt fence) must be maintained throughout construction phase. Other Fees STATE DCA SURCHARGE 5.70 ENG REV PRE APP > 3 HRS 100.00 STATE DBPR SURCHARGE 5.70 SEWER SDC- SYSTEM DEV CHG 4050.00 UTIL REV PRE APP >3 HRS 50.00 WATER CONNECT /METER ONLY 185.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITYWKTAWA Cgdaiga41►� raliND THE FLO1451A. 0 0 BUILDING CODES. Q ,- l�fca 0 , CITY OF ATLANTIC BEACH '' ` 1 %' 800 SEMINOLE ROAD J ° ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Page 2 Application Number 11- 00001757 Date 3/15/11 Other Fees WATER SDC- SYSTEM DEV CHG 1140.00 Fee summary Charged Paid Credited Due Permit Fee Total 380.00 380.00 .00 .00 Plan Check Total 190.00 190.00 .00 .00 Other Fee Total 5586.40 5586.40 .00 .00 Grand Total 6156.40 6156.40 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 'Mr+ ,qt , 4 BUILDING PERMIT APPLICATION . 1,, , . ''" t CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247 - 5826 Fax (904) 247 - 5845 ,i. :grwia. fob Address: /RS/ 1-2,- , 0c- Permit Number: 1/ '' / 7 5 7 .,egal Description 4 L .' J v--",.. J/ )i a r; Parcel # N Floor Are of Sq.11t. Sq.} t Taluation of Work $ ? � = °O„ Proposed Work heated /cooled x12 non - heated /cooled; i lass of Work (circle one): ' Addition Alteration Repair Move Demolition pool/spa windo,4v/ go Z O k rN Ise of existing/proposed structure(s) (circle one): Commercial ' - iden . + W O 5 f an existing structure, is a fire sprinkler system installed? (Circle one): es o' N /A A lorida Product Approval # U 4 C 'or multiple products use product approval form I c aca' Q ( 7 )escribe in detail the type of work to be performed: C s r.-�' r"..5--1.4.(2e-k-%-11761-1 O ° 'I NN Cj ii oo VI N roperty Owner Information: W W OW p , A a j. •ame: ret-K�te. Ica )' -6F ('& 7 " -, : . Address: ��l / Frac4Ac„l.a• �✓ c E -+ W p� ii z _ ! Stat • J Z.33 P h one ' oy' Z / / — 2.2 V " ' ity `' _ _ -Mail or Fax # (Optional) W ontractor Information: �` I ddresny N �e: 8 A - - (V, „/ i } 4 Qua 1�' vingg Agent: ? F ,C 20 -4 Cit 41 tle. ,l, c & State h Zip 32Z ffice Phone 7- Z 9/ /2- --z- Job Site/ Contact Number eicj - 227? Fax # '? 3/ 2 $ 1 i . — '5 :ate Certification/Registration # rchitect Name & Phone # lgineer's Name & Phone # L ... r c c..._ f a ,p ! a Ai” Z./975 7.0 ,c,! - 77 z -.4r Q )e Simple Title Holder Name and Address 3nding Company Name and Address 'ortgage Lender Name and Address placation is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the uance 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 d void if work is not commenced within i (6) months, or if construction or work is suspended or abandoned for a _period of six (6) months at any time after irk is commenced I understand that separate permits must be secured or Electrical Work, Plumbing, Signs, ells, Pools, Furnaces, Boilers, Heaters, : nks andAir 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. ereb certify that I have read and examined this plication and know the same to be true and correct. All provisions of laws and ordinances governing this e of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the ,visions of any other federal, state, or local law regulating construction or the performance of construction. mature of Owner ;#4 ), - Signature of Contractor ' .4 ---i:_ nt Name Pte-) P i +tiI Print Name Peus-2 1- s .., ronl o and subscribed befo e me Sworn to and subscribed before me s Day of Ina • • this !-h Day of - _ 20 j ,• 1� �s. uuini ,,, _ �� . A t, ; JOYC M. FREEMAN 4 , , µ Y p `4 � t. 'ublic -• ( '!' I.1 4 74 ' 41 -=� At =�'ti r t ° `ti , JOYCE M. FREEMAN n +* _ My Comm. Expires Jun 10, 2013 )dot: Public •�� ; . _ ' ' Y ' is - ate of Florida •,,„ ,�. Commission # DD 897794 %;, ,` MY Comm. Expires Jun 10, 2013 % ,,,,` , ! , et DO 897794 j 1 �i\J , � �, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Application Number . . . . . 10- 00100013 Date 5/06/10 Property Address 125 JACKSON RD Application type description DEV REV - TREES /VEGETATION mn nE UPD TEr�_ G, Property Zoning �= =ate Application valuation . . . 0 Application desc TREE REMOVAL APPLICATION Owner Contractor is !: ' ift .. t OWNER FL 32233 Permit TREE PERMIT Additional desc . Permit Fee . . . .00 Plan Check Fee . . .00 Issue Date . . . 5/06/10 Valuation . . . . 0 Expiration Date . 5/07/11 Special Notes and Comments APPROVED TO PROCESS CHECK ONLY Other Fees TREE REMVL MULTI FAMILY 250.00 Fee summary Charged Paid Credited Due Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 250.00 250.00 .00 .00 Grand Total 250.00 250.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 116. 11-d 1, C/) 116 II I W II 11 u 11 I a a u :I w - § /^^ O S !L C O , I, 11 II /� = 4 i 11 II MP TEF O (g1ND I /]' IRDN r. `t \ VEERS II PIPE CAP 166696 • 0 ^ I II I.\ .— T . H = \` \..... 1 Q u I. h , 11, V p .( II 1 = ` � O `� Z 11 III 2u 11 Y W to II III 1 W EXTERIOR a II , 1 , E ZONE LIMIT 3 11 I I r EE II 11 I II I I I 1 I II I1 1 I1 II �, 8• .Et I I 11 III 1 1 •ti 'I II I i I' I I 1 I I 011 III `\ y W Iro, F:1101 , °uo p 110611, m 1100111 7. b IIf -ICI F n. N IIDIYI 11 g 11 I `2 II 1 1 / 11 1 1 1 �I C. 11 { _Ili u ° I I. -1 � II a1 ro j 11 1;21 f s►� //,r/y, - FlE Hy I � 5. E \� 11 DROP 1,11 \ ' CRF TN A , D 6E \\ I I - E.25 'J� . II INV. S ;E) = 6_.5 INV NW .. E.EE n \ \ t 1 11 I � ' ,I 11 SANITARY V.A - - • - E 1 1 / N R1..1 - 13 51 INV. E - 5 77 II II , INV � . w_ . 5.7) II I u 1 NV Nw - lee - - II � IC C14Y p,PE SANITARY MAN DBE 1 I N. RPM - 11.9 } � { I � 1 U.NA„�E TO DP N � I � Np 1 c CLAY PIP } • } R. ATER NARKER 1 l ' 1" 11.75 • . ) m 11 m O W k , nl (' w— 6 W Enw < .. vK , 1 =o . —. - f \,, Z f,:i 3 V o .. J o < ce i a „., II El -, ° c 0 a i'11 a l l DROP,NEET ) 15 30 SHEET �'I I CRATE = iD 'n INV. N( - INV N(IV) . 7 1 / I I ,, c 6 ,' L IN FEET • 1 S c1 � f Jn � CITY OF ATLANTIC BEACH j uri 6 401 PERMIT CALCULATION SHEET Date ,3- ' - // Address :. / 2 V/ Zy /cyL �cJ Permit Application No: //— / 7 r7 Notes: WATER SDC $ `, /#Q , C SDC = System Development Charge SEWER SDC $ 65 u� WATER METER ONLY $ /Q f WATER METER/TAP $ SEWER TAP $ CROSS CONNECTION $ 5S, rsd OTHER $ GRAND TOTAL $ S (.{Z,r7csa ,o:awi, City of Atlantic Beach APPLICATION NUMBER r Building Department (To be assigned by the Buil / din D p rtment.) • - A ` 800 Seminole Road Atlantic Beach, Florida 32233 -5445 J "' V � Phone (904) 247-5826 • Fax (904) 247-5845 r E -mail: building-dept@coab.us . Date routed: / City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: / '`t , J D1 /UQ D_ ent review required Yes No Applicant: _� X� iS 446 Ir -..• g _zo- • ree ' d _- Project: /e rY) ca ub! • .� -� di - Public Safety Fire Services _- vim. +aa r x, °o yap. r a d �� / m R e v p. , e$ . _ A 4 � ;, .. • 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: � ❑Denied. (Circle one.) Comments: (( w1 BUILDING PLANNING & ZONING Reviewed by: Date: 3-D 'u TREE ADMIN. Second Review: Approved as revised. ❑Denied. P 1 O ;KS Comments: 4 IC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: [Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 rf '.,.4. City of Atlantic Beach ' � L; APPLICATION NUMBER `oA � , B Department _ (To be assigned by the Buildin D p rtment.) r - A s 800 Seminole Road MAR p � �V Atlantic Beach, Florida 32233 - %.; p t 1,-s , -: ' Phone (904) 247 -5826 • Fax • � 2 ! 247 -5845 �J,i O ` E -mail: building- dept @coab.us ` Date routed: f / City web -site: http: / /www.coab.us \�, APPLICATION REVIEW AND TRACKING FORM Property Address: / b `t=" y /dt IOit D ent review required Yes No �� 4',T1 Applicant: �()C.s '-' Q- -o ree Administrator Project: fl 7 /e. -- ;75171 »CIS ub • • • 411[02mt Utilitie) Public Safety Fire Services k :71: �., n. - $k". - t t . -- .,, -;,r4 _ 4 y' s i r,�a S b a rs, `.. z s /.17. A Rev f ee $' '�� . , � . , „ :� a�`N Dept a u �u a � Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comme 12,_1(0.174'._ ts: BUILDING p p ...., _ �^ PLANNING & ZONING Reviewed by: - Date: 9 /(1/1 TREE ADMIN. Second Review: Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ['Denied. Comments: Reviewed by: Date: Revised 05/14/09 t- 'p,-j�, City of Atlantic Beach APPLICATION NUMBER � Zfir s, Building Department (To be assigned by the Buildin D l p rtment.) ' 800 Seminole Road �� Atlantic Beach, Florida 32233 -5445 • "f '` ry Phone (904) 247 -5826 • Fax (904) 247 -5845 E -mail: building- dept @coab.us Date routed: f/ City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I ri/1 y/d 1 JOIt ent review required M' No Applicant: - �� >d)� 4 r1 r. / � ree � dministrator � Project: � 7 j frrr ifrrY chd ru731. A Public Safety Fire Services _- ray ayxx Review fee$ D z , eptTalgnatur � Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [pproved. ❑Denied. (Circle one.) Comments: BUILD UILD-IN PLANNING & ZONING Reviewed by: Date: ....14 TREE ADMIN. Second Review: Approved as revised. ❑ enied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 BP250U01 CITY OF ATLANTIC BEACH 3/15/11 Application Tracking Step Selection by Revision 08:41:37 Application number . . . : 11 00001757 Address : 1841 TAYLOR WAY AB RE number : 172134 -0090- - Application type : SINGLE FAMILY ATTACHED DWELLING NCR OLD ACCOUNT NUMBERS . : Tenant name, number . . . Type options, press Enter. 2= Change 4= Delete 5 =View 6 =Fast log 8= Action log maintenance 9 =In /out maint Path - - -- Key Dates - -- - Action Summary - Opt Agency description Rev Step Req In Est Cmpl Last Type By BUILDING DEPT. A 01 Y 03/08/11 03/24/11 03/08/11 AP SD PLANNING & ZONING A 01 Y 03/14/11 03/24/11 03/14/11 AP SD PUBLIC UTILITIES A 01 Y 03/02/11 03/24/11 03/02/11 AP LS PUBLIC WORKS A 01 Y 03/08/11 03/24/11 03/08/11 AP LS Bottom F3 =Exit F5 =Land inquiry F6 =Add F7= Revisions F8 =Misc info inquiry F9= Corrections report FlO =View 3 F11 =Sort by agency F24 =More keys r Habitat for Humanity® March 4, 2011 Mr. Mike Jones Building Inspector City of Atlantic Beach 800 Seminole Rd. Atlantic Beach, FL 32233 Mike, Attached are the following materials in support of Beaches Habitat application for building permits for 1839 & 1841 Taylor Way (attached single family homes): 1) One (1) copy of the Building Permit Application for each address 2) One (1) copy of the Tree Permit for Huang Villas 3) Three (3) copies of the site plan 4) Two (2) copies of floor truss plans 5) Two (2) copies of roof truss plans 6) Two (2) copies of HVAC Energy Sheets for each lot 7) Two (2) copies of the Florida Product Approval form for each lot 8) One (1) copy of recorded Notice of Commencement 9) One (1) copy of letter to Ms Kaluzniak regarding fire sprinkler & irrigation systems. 10) Five (5) copies of the Construction Management Plan 11) Five (5) copies of architectural plans 12) Five (5) copies of structural engineering plans Please let me know if any additional information is required. Thank you, Sincerely, Paul Finley Construction Manager 904.334.2278 attachments 1671 Francis Avenue, Atlantic Beach, FL 32233 • Office: (904) 241 -1222 • Fax: (904) 241 -4310 www.beacheshabitat.org NOTICE OF COMMENCEMENT Permit No. ft — /?S6 // - /757 Tax Folio No. State of Florida County of Duval To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: Unit 5A & 5B, Track B, Huang Villas Address of property being improved: 1839 & 1841 Taylor Way, Atlantic Beach, FL 32233 General description of improvements: Construct residential attached single family houses Owner: Habitat for Humanity of the Jacksonville Beaches Address: 1671 Francis Ave., Atlantic Beach, FL 32233 Owner's interest in site of the improvement: Fee Simple Titleholder (if other than owner): Name: Address: K. , Contractor: Habitat for Humanity of the Jacksonville Beaches Address: 1671 Francis Avenue, Atlantic Beach, FL 32233 Phone No.: 904 - 241 -1222 Fax No.: 904 - 241 -4310 Surety (if any): Address: Amount of bond $: Phone No.: Fax No.: Name and address of any person making a loan for the construction of the improvements: Name: Address: Phone No.: Fax No.: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Phone No.: Fax No.: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b), Florida Statues. (Fill in at Owner's option) Name: Address: Phone No.: Fax No.: Expiration date of Notice of Commencement (the expiration date is one (1) year form the date of recording unless a different date is specified): 12/31/11 4 N -6 O 00 v C ,...A .A. w N C' 01 vi - W N — tr1 A 0, < -s -, . L. O d o PA' >e' d o 5 Z p 0 pc, CD v' -. M 0 C D g O CD CD bo d � ' �' Z co et, c3 N . 0 o Q- ... C=1 "C '---' cD Y Z a o o O '' 5. ' Oro v o o Z '- a. b too �o ao°C w 0 Z a• 0- N M A O O O CA c;• Uc pZ A O cn d ac G o a. 0 I 0 O • - Q. oo n 0 m o o ., - • �, - y A O .2-1 o o o ° M '-C 4 4goc. N C as ��. ,— p, CA A A AD O Q ' O P r.3 `t p O n flr o a' d rA 0- r° CD cm o C CD a o A � Z. - . 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CD v o Z O CZ' CD C a 5 0 W a. , --3 AD "t CD N 1 0- 0••• p rA n Q- 0) v x D 41 C ° a . ; C p L o �• 0 3 a. g C CD D cn 0 ° a �. 0 - CA , 6� _ A < , CITY OF ATLANTIC BEACH ,, 800 SEMINOLE ROAD r- ;) ATLANTIC BEACH, FL 32233 n INSPECTION PHONE LINE 247 -5826 Application Number 11- 00001757 Date 3/30/11 Property Address 1841 TAYLOR WAY Application type description SINGLE FAMILY ATTACHED DWELLING Property Zoning TO BE UPDATED Application valuation . . . • 75000 Application desc new home Owner Contractor BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVE. 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241 -1222 (904) 241 -1222 Structure Information 000 000 Construction Type TYPE 5 -B Occupancy Type RESIDENTIAL Flood Zone ZONE X Permit MECHANICAL HVAC PERMIT Additional desc . NEW SYSTEM Sub Contractor . HUXHAM HEATING & AIR .00 Permit Fee . . . 91.00 Plan Check Fee . Issue Date . . . Valuation . . . . 0 Expiration Date . 9/26/11 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONALELECTRIC 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 Roll off container company must be on City approved list and container cannot be placed on City right -of -way. Erosion control measures (silt fence) must be maintained throughout construction phase. Other Fees STATE MECH DCA SURCHARGE 2.00 STATE MECH DBPR SURCHARGE 2.00 Fee summary Charged Paid Credited Due Permit Fee Tot H�L��ITY OF ATLAICBEACH ORDINANC THE FLORI PERMIT IS APPROVED ONLY IN ACCORDANCE WIT BUILDING CODES. OP' �`' z, CITY OF ATLANTIC BEACH . w $U 800 SEMINOLE ROAD ATL BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Page 2 Application Number i1- 00001757 Date 3/30/11 00 .00 .00 Plan Check Total .00 4.00 .00 .00 Other Fee Total 4.00 .00 .00 Grand Total 95.00 95.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT APPLICATION CITY QF ATLANTIC BEACH 800 Seminole Rd. Atlantic Beach, FL 32233 Ph (904) 247 -5826 Fax (904) 247 -5845 t� Teo ►2 - # r - /7s7 - B ADD1tFSS I " 1 _ _r PROJECT VALUE $ oo`_ Se _ ?W AIR CONDITIONING & HEATING SYSTEM INSTALLATION Unit l Tons Per Unit H • t BTU's Per Units�r9f1 Sees Rating � Duct Systems: Total CFM / cw EPLACEMIKRI AIR CONDITIONING & HEATING SYSTEM INSTTA ARI Air Conditioning Unit Quantity Tons Per Unit REQUIRED Heat Unit Quantity BTU's Peer Unit Seer Rating REMIXED Duct Systems: Total CFM EBE PREVENTION (gegnires 3 sets of plans) File Fire Stan S dpipe System Q VQ�Y 3 sets of bans} Underground F Main (Requires 3 sets of plans) Fire Hose Cabinets Qu ty (Requires 3 sets of plans) Commercial H oods (Requires 3 sets of glans) Fire Suppression Systems Quantity ERE PLACE Fireplace MISCELLANEOUS: Qty Automobile Lifts BTU's Gas Piping Outlets Bonen F2 LL OTHER GAS PIPING Heat Exchanger Quantity # Vented. W Furnaces Reingeautor Condom BTU's # Water Heaters Solar Collection Systems Tam O Wells within a six month period or welds ded. or abandoned for six months. I hereby eatifythatI bane teed is itbecoeo void n waticdoet nut erne and of laws and noes governing this work will be complied with w specified and lalON►9ae same to betrne rind cc e� . AIIpiavisr sera a f - n at. � does not give a�tority to violate the provisions of any other slate or local law replants coe on or P roperty Owners Name E /7 i413. /741- Phone Number l e d l a n i c a l C o m p a n y 1/1"/#4,- i l / f e I / ,n ,inc office Plmne y6•* ) '91 Fax 2y6''c.3 'o. Address: At 0 1 F/!raiC>? Aivel Cit !L/ f »-i Ail f State 1 zip3Qa , c;6 kense Holder (Print): Tfttvr,cS E_ Ci , ,i b ;z 1 State # Ci4&'S - ) Fi S of License So r- ,...:s" Totarized Signature 20 1 S a nd subscribed- before this day 0 41 MlRNA ADSNADE- GOWNING � �� ii-'---- • d • • Y P q e� i .. ( • ..,; y CO Public • State of Florida S . o fN Publi ' 6 _ . 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ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 t of319` Application Number 11- 00001757 Date 3/31/11 Property Address 1841 TAYLOR WAY Application type description SINGLE FAMILY ATTACHED DWELLING Property Zoning TO BE UPDATED Application valuation . . . 75000 Application desc new home Owner Contractor BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVE. 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241 -1222 (904) 241 -1222 Structure Information 000 000 Construction Type TYPE 5 -B Occupancy Type RESIDENTIAL Flood Zone ZONE X Permit PLUMBING PERMIT Additional desc . Sub Contractor . ADVANTAGE PLUMBING .00 Permit Fee . . . 91.00 Plan Check Fee . Issue Date . . . 3/30/11 Valuation . . . . 0 Expiration Date . 9/26/11 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONALELECTRIC 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 Roll off container company must be on City approved list and container cannot be placed on City right -of -way. Erosion control measures (silt fence) must be maintained throughout construction phase. Fee summary Charged Paid Credited Due Permit Fee Total 91.00 91.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 91.00 91.00 .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 n JOB ADDRESS: IPA A \ 1 CCC -- '��}�' 1 PERMIT # \, NEW OR REPLACEMENT INSTALLATION: Project Value $ TYPE OF FIXTURE QTY TYPE OF FIXTURE QTY Bathtub ___1--_ Septic Tank & Pit Clothes Washer / Shower / Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet a Hose Bibs Urinal Kitchen Sink / Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory V Water Heater Other Fixtures Water Treating System 9 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) O Lawn Sprinkler System - Number of Heads ❑ Well ** ** SJRWD Well Completion Form. Completed form to be submitted to the Building Department for final inspection. ** ❑ Other t Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of an other state or local law regulation construction or the performance of construction. p C� Property Owners Name -,, 14O Phone Number 2 M —1222 Plumbing Company e a • t& `� i Office Phone 2W q%tA F 24q-9�9 t i Co. Address: t.152.. ( 2t. ')CA, Pme L L LbCT City) x i h Staten Zi License Holder (Print): I i► Y 0 k at - S to C; • %" ation/Registration # CFCA r Notarized Signature of License Holder . i.�' �` 61-. ;. .�+ ku , MICHELLE L CREWS Sworn and subscri ed ore me this 21 day of C� 20 k, 1 -•• ' "' ; ": MY COMMISSION # EE037670 % 4 _;,. EXPIRES October 26, 2014 Signature of Notary Public r _ (407) 398.0153 FloridallotaryService.com