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Permit SFAT 1839 Taylor Way 2011 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 -0080- - Property Address . . 1839 TAYLOR WAY ATLANTIC BEACH FL 32233 AB Subdivision Name . . . Legal Description . . . Property Zoning . . . TO BE UPDATED Owner BEACHES HABITAT Contractor BEACHES HABITAT 904 241 -1222 Application number . . 11- 00001756 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 Approved Bui .ing Official VOID UNLESS SIGNED BY BUILDING OFFICIAL 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 T3 OF ATLANTIC BEACH EI„JEDING DEPARTMENT ' 241-5826 ,',04124725845 FAX 1 ai-l CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: / 1 Contractor Name: / '� /1/ _ / & Permit #: Property Address: /Tit 0 /(` 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: Yr- Single - Family Residence / ❑ 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. ,.{i / Public Works /0/, /0p7/( if : s /U Public Utilities i (,)// /0/ ,/ ./ & Building AV/ k // / , ( V/ 7 / , Planning , 7 y Tree Mitigation Satisfied 10/ V Final Survey with FFE Yes 14 No All Re- Inspect Fees Paid ii Yes No Termite Treatment Yes No 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 i° a E .- TC BEACH 21538 UE : T 7 FAX 1 r O� a ' 0 0 ro O m ,U Rts �- l : 1... " N .. , 1.I ja g 0 Q :3 l v O D O a H `O 3 v o o w . b iod=i>, y y �' . e o v ° s. a) O N 1:: ''; ' i I ; : I I ; 1 I t 00 N.4 cii CI g cu • 2 � 8 °: : o CU t7 i b v y 0:1 U o ?, O o ° U -, • g in o lo 0 O O 4 m„ a a a u r' V� O p O y .y _ 9 et sf1i y U o o O CD ao u H it u 'b O �. 0,4 O V co Z . F � e y G . O r . a) ).,4 !T at � � ^ v .. ❑ 1 _ 47 N p , • is CI ° q F Q R Z 5 7Y v N T N ° > Q/ O o => 6 c a °' l � ° � ° ° a C 7 a M a H v Y O `r o p a� q .. 1 W m O w u °p " i+ p > N in ( \ CND W a °� • C7 CZ .... CJ O O � 1� 4 M � A v p ai y +�, 1 4) ES l 4..4 o w i a a R 3 0 W • rte. O O ea'db,o 4. ii �� 0 y O L.. «O te • O o S i c y ti y Iw np.p.0 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? ATLANTIC BEACH '46';6;216,23 DEPARTMENT 2475 26 N ) 247-5845 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 I 10 m I NI (/I N b W p N ■ N p p b N N O b N N 0 N I N N N N N 0 O V N O; y 0 I O O N O I K b 1 Ay \ v V V v N F O 4:: t,;,5 o \ N o b O N \� VN7 H NF �\N\ V V N N i I CI' ° 7 I r M� NN NNNN N N \ �I \ . \ - � \m \ \ i 1 ,-,m 1 ' 1.. � b 1 1 • t 4 b 4 4 ro 4 3' b ,'� N N N N N N N N N ~ \\ 1 1 y t7 ° I I H v tD •• I N • j b 4 b 4ib ,, LYtVW C) k' "' - v L td t x s 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 E Y ATLANTIC Ti BEACH DEPARTMENT 247-5826 (34) 7-5845 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? ; _ `E L, ' fi,. 6 = H ATLA NT C BE ACH :84 !ANC DEPARTMEN't sE4 2 4 58 2 P ° 1 req. r CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 4 OR 9 Application Number . . . . . 11- 00001756 Date 7/14/11 Property Address 1839 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 AYPRO'PED (VAC 1 QM DANCE WI+IlArS &TY OF ATL ACH ORDINANCE qND THE FLORIDA° 0 BUILDING CODES. 64 j *. CITY OF ATLANTIC BEACH sy 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 Page 2 Application Number . . . . . 11- 00001756 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 o Ph (904) 247 -5826 Fax (904) 247 -5845 ' JOB ADDRESS: PERMIT ## / 1J JEA INFORMATION REQUIRED ON ALL PERMITS J9 AMPS VOLTS , . —___� PHASE VALUE OF WORK$ f22 ) NEW S RVICE ❑ Overhead Underground DJ Residential (Main) Service Underground up Pole 00 -100 amps 101- 150amps 0151- 200amps 0 amps ❑Commercial (Main) ervice P # of Meters 00 -100 amps ❑ 101- 150amps 0151 -200am s Conductor Type Size p ❑--- ___amps OCT Service cps 0 Multi- Family (Main) Service ❑ 0 -100 amps ❑ 101- 150amps 0151 200amps 0 amps ❑Temporary Pole 0 amps # of Unit Meters SERVICE UPGRADE 0 amps 0 CT Service amps NEW FEEDER (ADDITIONS, ACCESSORY STRUCTURES, ETC.) 0100 amps 0150amps 0200amps 0 amps OCT Service °� ______amps ADDITIONS, REMODELS, REPAIRS, BUILD -OUTS, ACCESSORY STRUCTURES, ETC. Outlets/Switches: 0 - 30am s Appliances: ___ - 30am s 31 100amps 101 200amps A/C Circuits: _0- 60am 61 100amps 101- 200amps p 61- 100amps Heat Circuits: # circuits @ kw Number of Lighting Outlets, Including Fixtures: OTHER ELECTRICAL PROJECTS 0Swimming Pool 0 Sign ❑Smoke Detectors Qty OTransformers KVA ❑Motors hp FIRE ALARM SYSTEM (Requires 3 sets of plans & Fire Alarm Checklist) Qty volts/amps VALUE OF WORK $ RE P AIRS/MLS C E L LANE O US ❑Replace Burnt/Damaged Meter Can ❑Safety Inspection ❑Panel Change COH 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 Name C;LC > 1--lC194CC+ Phone Number 2-- ( qQ`; Electrical Company L h Etter; (U_ Co rneti lc P hone 2_t{ t- ql j � 2 ` ,� h A fax Co. Address: 9f reek City A t l 1 G� eaa[t F( Zip - License Holder (Print): M. ��� State Certi P �� Z 3 4 .� t — . fication/Regi Notarized Signatu i �� i i � 2 2 6 g rT e grt� . r ;,t w ` 1 f 1 4 tarbarn K kOnnItH • L./ ' Mr ca����g r ibed b a= s 'horn t it t �?o� l su i ____ _ day of _ 20 1 4;s. id , taffy Public .. a L & & & 1 ' , �1 A � iirPt:,!.`› CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ° ATLANTIC BEACH, FL 32233 - INSPECTION PHONE LINE 247 -5826 P Application Number . . . . . 11- 00001756 Date 3/15/11 Property Address 1839 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 CITY•uRT�Cii;Al i'iti: § ACWIQ W 1TC liND THE FLORri& 00 BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 4i.4 011 19 ''' Page 2 Application Number 11-00001756 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. BUILDING PERMIT APPLICATION T,. �_ ;;� .. - , CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 FILE COP 1 , , Office (904) 247 -5826 Fax (904) 247 -5845 - _ , _, i4,1 tr, fob Address: / ),3 73, � /./- LJ Permit Number: // - / 7 56 � P 4e al Description 20 ` " - »t 4 t — l t Parcel # Floor Are of Sq.Ft. Sq.r't Taluation of Work $ 7S ocxs, as Proposed Work heated /cooled %Zy2 S non - heated /coo 44 ;lass of Work (circle one): Addition Alteration Repair Move Demolition pool/spa o cr Jse of existing /proposed structures) (circle one): Commercial 4' esiden � a Z O - 1 f an existing structure, is a fire sprinkler system installed? (Circle one): • es o N /A '' ( 0 lorida Product Approval # 0 Z1 E' 2 0 'or multiple products use product approv orm W A 0 A >escribe in detail the type of work to be performed: C-�A •5•g r u �` re f' t 6 A A Z A )1 ) � „� i ) & '' ...,.. / A 0-.4 t° S' - J G' °, /V �/ / /......- v _ \ Ni I' I' 'et 1 roperty Owner Information 0 ame: ��s /`Y9 , /a Address: 7/ �r a � s 4a-c_ A 0 0.., ity 1 . -- JS� Stat .. 2--33 Phone ,'0 /- Z5"/-- / Z -- a -Mail or Fax # (Optional) U E� ontractor Information: ompany Name: T -e. Lpj Qv, 1,', .,...4 1 ) ri" (9)Qua1' Agent: ddress: /Z=.7/ trr� ,,, c 4 J c_ City. in State Gip ffice Phone 'n9- 1- '50- 1Z -'=- Job Site / Contact Number 7.7>/-,..23/- Z LT? Fax # * /_ ..>/.ky' :ate Certification/Registration # rchitect Name & Phone # agineer's Name & Phone # L a..., -, ta cNC -e ri j,,,. l Z� ,/� Z /Y7,5 9A - 772 -G /00 :e Simple Title Holder Name and Address anding 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. 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 six (6) months, or if construction or work is suspended or abandoned for apperiod of six (6) months at any time after , rk is commenced. I understand that separate permits must be secured for Electrical IVork, Plumbing, Signs, Wells, Pools, F urnaces, Boilers, Heaters, nks and Air Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CO1VIN ENCEMENT 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 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 speci d 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 " -. ----5 Signature of Contractor ,44 -q- , - -- 7).- nt Name -) F;,),.., Print Name (2....._s F ► ` - 'orn to and subscribed b fore me Sworn, to and subsc me s Day of nIa , , 20 1 ( this Lf+ \ Day of alaiza , 20 t 1 :J 4 - ,`'`,f O ,, ANTE M. FREEMAN I '. Public ,.eo - of Public 1 1 : 1 ,, 1 Notary Public - State of Florida I . At . , _ Notary Public State of Florida uii My Comm. Expires Jun 10, 2013 I I ,off l « . M its Jun 10, 2013 i 1 ;;;',4, f,,,,,,,,,, Commission # DD 897794 I 1 -11 'A' is e � DD 897794 0. - • NOTICE OF COMMENCEMENT Permit No. /1 _ 056 ; // - /7.57 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: il-4 Contractor: Habitat for Humanity of the Jacksonville Beaches v.\ J Address: 1671 Francis Avenue, Atlantic Beach, FL 32233 one 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 BP250U01 CITY OF ATLANTIC BEACH 3/15/11 Application Tracking Step Selection by Revision 08:37:17 Application number . . . : 11 00001756 Address : 1839 TAYLOR WAY AB RE number : 172134 -0080- - 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 =1n /out maint Path - - -- Key Dates - -- - Action Summary - Opt Agency description Rev Step Req In Est Cmpl Last Type By BUILDING DEPT. A 01 Y 03/14/11 03/24/11 03/14/11 AP MJ PLANNING & ZONING A 01 Y 03/08/11 03/24/11 03/08/11 AP SD PUBLIC UTILITIES A 01 Y 03/08/11 03/24/11 03/08/11 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 FB =Misc info inquiry F9= Corrections report FlO =View 3 F11 =Sort by agency F24 =More keys ! A � City of Atlantic Beach . r i r Y C APPLICATION NUMBER Building Department 4/4 1„.• 1' Beach, (To be assigned by the Building Department.) 800 Seminole Road j ' Atlantic Bh, Florida 32233 -5445 ����� r.. pl Phone (904) 247 -5826 •Fax (904) 247 -5845 Or' E -mail: building- dept @coab.us Date routed: City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: /t' /(J,q De. - 1 •. ent review required Yes No • :uildi,• Applicant: h• //Me). %`r-1 - ✓ - � � i . Tree Administrator Project: /; J�./� u iic Works etriTtr EffiTiife, Public Safety Fire Services r a �g +H ,r T` rs"F4 3� ° a ". s �.m -�- ,�, '�`; Reviw fe69- , utkpeptiSig, attire . , . ...,. L 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: I Approved. ['Denied. (Circle one.) Comments: BUILDING LAN) I _ PLANNING & ZONING Reviewed by: Date: 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 City of Atlantic Beach APPLICATION NUMBER S r� Building Department (To be assigned by the Building Departmen s` 800 Seminole Road Atlantic Beach, Florida 32233 -5445 Phone (904) 247 -5826 • Fax (904) 247 -5845 9 r E -mail: building- dept @coab.us Date routed: 1 City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: /(.? //� / ,,� IO4y De • - ' ent review required Yes No • zuildi, _ Applicant: £ hs ning & Zoni l Tree Administrator Project: l /19-7--r) u lic Wod Public Safety Fire Services "'4 .t r� rz: 4 t Revlevi fee �$�� , • . ,, � ,, _, Dept S gnatu * . Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: pproved. ['Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: Date: 3 -r TREE ADMIN. Second Review: Approved as revised. ❑Denied. P • = WOR • Comments: ordrOr UBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. nDenied. Comments: Reviewed by: Date: Revised 05/14/09 r i1APp City of Atlantic Beach APPLICATION NUMBER j Building Department (To be assigned by the Building Department.) P ,7` 800 Seminole Road / /.. / 15 ifyt r Atlantic Beach, Florida 32233 -5445 Phone (904) 247 -5826 Fax (904) 247 -5845 �Y3r;39r E -mail: building- dept @coab.us Date routed: a City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: /14 n 9 / ,t IJ14 De. - went review required Y No • Applicant: C hs r • •• . i •.. J Tree Administrator Project: k ■97 - a -- ) ��i °u•licwo ._ i i ie Public Safety Fire Services RevLOYit 1 . .. 3n x Dept a ure 444 0,24M h . Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: `21 C- Date: 3--/ L/ j/ TREE ADMIN. Second Review: Approved as revised. ❑ Deenied. 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 o tAN A. CITY OF ATLANTIC BEACH 5 PERMIT CALCULATION SHEET -VA WI' Date 3- �, // Address: . /e39 /» /err— ( —, Permit Application No: //- / 7 Notes: $ 1, / WATER SDC ' ' €c ✓ SDC = System Development Charge SEWER SDC $ 4 1 O SO d O WATER METER ONLY $ / 8i v - ) WATER METER/TAP $ SEWER TAP $ j CROSS CONNECTION $ 5 d v ✓/ OTHER $ GRAND TOTAL s S ( 12 5 - 1 at) a,,i N O oo v °� cn ' w N '-, C !-A .I" w N L21 '"r p ° . 0 �. • Odd • ' d '" t7 > k O A� p Z o > no r) •• ° O O CD 0 . =•a.� ° N•va d c o �� • a: �, C� �' o�0 a Z " po cr 0 0 0 0 0 - 0 as v • - a o a. a 0 b " 0 5. PT' 0- 0 °° °,�' ° '� I d co a. co w o 0 Q o no a: oo . n CA a4 A Uo A) ''3 -< b C O r ' C O b CS. t 8 cD p z "C CD C - N rw qi cm a� Q -o ° o io'c��. o 0 vo w p„ w CA r' d ,' . 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CD Z a c pa - 4 1 ". ....,.. 5 I O.. p � (o' n C 0 F./., • J� N 0- w ' t3 \ x < C'i o A cir • p a `' _ 0 o (D O Q - o •' ° n Cr �. 0 rn co r Q CD 0 O 0 0 d O C 0 a • o ▪ • O �n cn 0 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: /$ -.31 r (c�, cam, Permit Office: F r � )L 436- City, State, Zip: t* 77/ c. 3 &, 4f) rt.. 32233 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= 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 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 Glass /Floor Area: 0.092 Total As -Built Modified Loads: 24.35 PASS Total Baseline Loads: 31.78 I hereby certify that the plans and specifications covered by Review of the plans and e 01 . 111E S7 ,, this calculation are in compliance with the Florida Energy specifications covered by this ''' V � � k A O, , Code. 1 AtJ � Vt � calculation indicates compliance '.4r:,, ''% `` , ` nery Code. PREPARED B -- � -_ C r Before construction is completed a : ' ,I,,, . : --- 7 5 ail DATE: 1 ti - this building will be inspected for 1 c ' , y compliance with Section 553.908 * e'p I hereby certify that this building, a signed is in compliance Florida Statutes. »+ 4 ...' �: �� � • t - • with the Florida Energy C e. z-7 i -, t.2.� CO p y ,•' • .• •• . OWNER /AGENT: J BUILDING OFFICIAL: __ DATE: - _ _ 315/1 /I DATE: copy .,., ,.„,,, ,..., , r nit y , ..,„., .....,,,.___,..„.,, • 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 Street Address Building Type: User Bathrooms: 2.5 Lot # -C/l Owner: Habitat For Humanity,Jackson Conditioned Area: 1242 SubDivision: P „, I) s 1 1t # of Units: 1 Total Stories: 2 PlatBook: Builder Name: Habitat For Humanity,Jackson Worst Case: Yes Street: /R3 j' 10 (A 12�� Permit Office: Jacksonville Rotate Angle: 270 County: Duval Jurisdiction: 261300 Cross Ventilation: City, State, Zip: 4Ir al; st, 8E 4-4;, Family Type: Multi- family Whole House Fan: I-L , 3 Z t.33 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 - - -- TerrainANind 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 Cooling X] Jan [[X] Feb [[] Mar [[X]] Apr X May X [ Jun (] ? Aug X] Sep [ Oct (X] Nov [X] Dec Heating f X] Jan [X� Feb b [X] Mar [ X] Ar [ [X May f X Jun [XX] [X] [ Au [Xi Se [ X ] Oct (X] Nov ( Dec Venting [X] Jan [XJ Feb [X Mar [X Apr [X May [X Jun [X Jul [XJ Aug [X] Se [X] Oct [X] Nov [XCJ 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 (WO) 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 AdressType: Street Address ` Building Type: FLAsBuilt Bathrooms: 2.5 Lot # fr Owner: Habitat For Humanity,Jackson Conditioned Area: 1242 SubDivision: / L y � V ) (a, # of Units: 1 Total Stories: 2 PlatBook: Builder Name: Habitat For Humanity,Jackson Worst Case: Yes Street: ) 93 £ . 7 (�� l� Permit Office: Jacksonville Rotate Angle: 270 County: Duval Q— Jurisdiction: 261300 Cross Ventilation: City, State, Zip: 1 17 7 -0 4 4#.) / i C..) .JJ- Family Type: Multi- family Whole House Fan: ei_ , 3 Z-Z33 New /Existing: New (From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Jacksonville FL_ JACKSONVILLE _INT 2 32 93 75 70 1281 49 Medium FLOORS Y / # Fl 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 V 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 0.96 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 V # 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 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 # 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 EqLA Supply CFM Exhaust CFM Fraction Watts Default 0.00036 1173 7.08 64.4 121.1 0 cfm 0 cfm 0 0 GARAGE ✓ # 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: . /7,j 1 ice L- PERMIT #: 117 - 44,v r r _. c.. , FL, 3 Z Z 3 .� INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N11066_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 plate. Floors N1106.AB.1.2.2 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. 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 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 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 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 Water flow must be restricted to no more than 2.5 gallons per J minute at 80 PSIG. - - Air Distribution Systems N1110.AB I 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 FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF . None None ft' DUCTS V / - -- Supply -- Return - - -- Air Percent # Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage ON RLF 1 Attic 6 243.4 ft Interior 60.85 ft Default Leakage Interior TEMPERATURES Programable Thermostat: Y Ceiling Fans: N Cooling [X] Jan Feb [X] Mar X Apr [X May [X Jun ( Jul X Aug [ g X Sep [X] Oct [X] Nov [X] Dec 1 Heatin X Jan [X] X Feb X Mar [ X ] A r X ] M ay X ] Jun X ] Jul l X ] Aug X ] Sep X Oct X Nov X Dec Ventin X Jan X Feb X Mar X A r X Ma X Jun Jul X Au X Se X Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD I ESTIMATED ENERGY PERFORMANCE INDEX* = 77 The lower the EnergyPerformance Index, the more efficient the home. P 1 / r A 7 7 ) c: , F L , Z23 27 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 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 I certify that this home has complied with the Florida Energy Efficiency Code for Building .. ",: Construction through the above energy saving features which will be installed (or exceeded) : y 0 4 � x ,, • ... ' in this home before final inspection. Otherwise, a new EPL Display Card will be completed' .. �, ::. based on installed Code compliant features. � � '�,,,,, `- '' ;; Builder Signature: �-•. -� 59 Date: � �` a y Y Address of New Home: / 5Si % t -• h3 City /FL Zip: / ri.q-.1-) re c - ..4c- , ,. -` s - g� : s Ft- _32 7.-33 oD wE� ; *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, Fl. 32233 Il ftwa re R E RESIDENTIAL AND L1GHT _ - _ f_..f ... 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 Development, Inc. Home Energy Services Habitat For Humanity, Beaches 1242 Sf Jacksonville, FL 32218 Page 2 Project Report ----- - - - - -- r 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, Fl. 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, FI. 32218 j Company Phone: 904 757 -3569 Company Fax: 904 757 -7104 ' Company E -Mail Address: jimwilliams @homebuildingstore.com i Company Website: homebuildingstore.com 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 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 I 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 Building 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) 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 Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Home Energy Services Habitat For Humanity, Beaches 1242 Sf ( FL 32218 Page 3 Miscellaneous Report System 1 Whole House Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb ReLHum Rel.Hum Dry Bulb Difference Winter: 32 29.92 80% n/a 72 n/a Summer: 94 77 47% 50% 75 48.06 Duct Sizing Inputs , Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.01000 0.01000 Pressure Drop: 0.1000 in.wg. /100 ft. 0.1000 in.wg. /100 ft. Minimum Velocity: 550 ft. /min 450 ft. /min Maximum Velocity: 600 ft. /min 750 ft. /min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Ou tside 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 Rhvac Residential & Light Commercial HVAC Loads Elite Software Development Inc. Home Energy Services Habitat For Humana Beaches 1242 Sf 1 Jacksonville, FL 32218 g P Load Preview Report Sys Has Net ft.' Sen Lat Net Sen H s Cl 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 1,242 16,544 3,192 19,736 17,431 352 753 753 16 Duct Latent 500 500 Zone 1 1,242 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. 1 Home Energy Services Light Commercial HVAC Loads Habitat Elite Software a Beaches Development, Inc. c. Jacksonville, FL 32218 Page 5 Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 4A -3v -o: Glazin Dg_ pane ane 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 % 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 Toads. ' Loads Elite Software Development, Inc. I Rhvac - Residential & Light Commercial HVAC Loads - - - -- Home Energy Services Page 6 I Home Energy Jacksonville, Services 32218 Habitat For Humanity, Beaches 1242 Sf Building Pie Chart Infiltration 15% Floor 21% Building Roof 5% Loss Ductwork 22% 17,431 Btuh Wall 22% Door 4% Glass 12% Floor 0% Roof 6 % AED Excursion 4% Wall 14% 1 Infiltration 16% Building Gain "N 19,736 Glass 16% Btuh Ductwork 18% Door 2% People 9% Equipment 15% Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Home Energy Services Habitat For Humanity, Beaches 1242 Sf L Jacksonville, FL 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 [Cooling System Summary Cooling Sensible /Latent Sensible Latent Total _ Tons Split Btuh Btuh _ Btuh 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 -- - -- E ui ment Data __ Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: GSH 130241 B* GSH 130241B* Indoor Model: AEPF183016B* Brand: GOODMAN, JANITROL, AMANA GOODMAN, JANITROL, AMANA DISTINCTIONS, EVERREST, 0 DISTINCTIONS, EVERREST, 0 Description: Air Source Heat Pump Air Source Heat Pump 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 . . 1 Rhvac - Residential & Light Commercial HVAC Loads Elite Sofh.vare Development, Inc. Home Energy Services 1115) Habitat For Humanity, Beaches 1242 Sf [Jacksonville, FL 32218 Page 8 Building Rotation Report All rotation degree values in this report are clockwise with respect to the project's original orientation. Building orientation as entered (zero degrees rotation): Front door faces South Individual Rooms , 0° 45° 90° 135° 180° 225° 270° 315° High Rm. Room Rot. Rot. Rot. Rot. Rot. Rot. Rot. Rot. Duct 1 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 1-4 , 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. [Whole Building I Rotation Front door Supply Sensible Latent Net Recommended] Degrees Faces CFM Gain Gain Tons Tons 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. Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, inc. Home Energy Services 16 Habitat For Humanity, Beaches 1242 Sf Jacksonville, Ft. 32218 Page 9 Building Rotation Report (cont'd) Building Rotation Tonnage 1 9 1.8 0 c o 1.7 / 1 6 1 5 South Southw est West Northw est North Northeast East Southeast Direction Front door Faces —40-- Building Recommended Tonnage Building Net Tonnage Development, Inc. Elite Software t . - _it _- Page Sf Jacksonville, FL 32218 Rhvac - Residential & Light Commercial HVAC Loads 116 Home Energy Services Habitat For Humanity, Beaches 1242 Sf' Building Rotat Report (cont'd) Building Rotation Hourly Net Gain 23,000 , r_ 22,000 r " • 21,0001 q° ` E_ g sr j f 1 20,000► 19,000' � f f 18,000 1 i 17,000 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Time of Day – Front door faces South r Front door faces Southw est • •• Front door faces West Front door faces Northwest Front door faces North -- A Front door faces Northeast Front door faces East — — Front door faces Southeast • Julius Lee � r _ a RE: 362855 - 1109 Coastal By Blvd. Boynton Beach, FL 33435 Site Information: Project Customer: Beaches Habitat Project Name: 362855 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 b{iIding;„ 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: N/A psf Roof Load: 32.0 psf r/ tie This package includes 15 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 approval dates supersede and replace the previous drawings. No. Seal# Truss Name Date 1 14633303 CJO1 2/21/011' 1 114633304 1 CJO3 2/21/011 I 13 114633305 EJ02 12/21/011 14 114633306 1 EJ04 2/21/011 1 (5....._._.._.._1.4633307 _ . __ ..... j HJ02 _..._....._.__._...___...._... 2/21_/01.1_.1 6 14633308 HJO4 2/21/011 1 17 14633309 T03 2/21/011 18 14633310 T04 2/21/011 19 14633311 T05 2/21/011 110 14633312 T06 2/21/011 11 14633313 T07 2/21/011 1 Z 112 14633314 T08 _12/21/011 ! g 13 14633315 T09 12/21/011 i ' t 114 14633316 T10 12/21/011 11514633317 . 1T11 1.2/21/01.1 .! The truss drawing(s) referenced above have been prepared by MiTek \��� s 1 /1/' Industries, Inc. under my direct supervision based on the parameters �� `�� . provided by Builders FirstSource (Jax). ` �,. • oCENS . . c <.■ Truss Design Engineer's Name: Julius Lee _ # No 34869 ce My license renewal date for the state of Florida is February 28, 2013. — * — NOTE :The seal on these drawings indicate acceptance of % 0 CU, professional engineering responsibility solely for the truss T STATE OF • components shown. The suitability and use of this component %.9• / F�oR►DP ��\�� for any designer, particular buildin is the Chapter 2 onsib of the building ' / / /,GN ' AL t1s�bruary 21,2011 1 of 1 Julius Lee h w Job Truss Truss Type Qty Ply 14833303 382855 CJO1 JACK 12 1 289985001 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.140 s Oct 1 2009 MTek Industries, Inc. Mon Feb 21 07:34:55 2011 Page 1 1 -7 -0 -0 1 1 -0-0 1 2 -0 -0 1 -0 -0 Scale = 1:6.9 3 4.00 112 2 ii 131 ' d Ti 4 2x4 = 1 l e LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (lac) I/defl Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) -0.00 2 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code FBC2007TTPI2002 (Matrix) Wind(LL) 0.00 2 "" 240 Weight: 6 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 1 -0 -0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 2= 264/0 -3 -8, 4 =5 /Mechanical, 3 = -95 /Mechanical Max Horz 2 =93(LC 5) \ \ \c (( S+ 1 / T / / Max Uplift2=- 450(LC 5), 3= -95(LC 1) \\\ \ \‘3 `� •/' / // / Max Gray 2= 264(LC 1), 4 =14(LC 2), 3= 197(LC 5) \� , • • • •' • • • . ... /, .J.• • \CENS �, FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES (8 -11) * ' No 3486 1) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.Opsf; h =23ft; Cat. II; Exp C; enclosed; MWFRS (low -rise) gable era' — zone and C -C Exterior(2) zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 — "/ • LL — 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. — 73 '. : L(j 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0-0 wide will O : ( ` fit between the bottom chord and any other members. 4\ •. STATE OF 4) All bearings are assumed to be SYP No.2. F ' 5) Refer to girder(s) for truss to truss connections. "/ 6) OR iOP � �� 3. // / N A � ` \ � 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 450 Ib uplift at joint 2 and 95 Ib uplift at joint �/� ts� �\ \• � 7) Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. / 1 / 11110\\ ` 8) 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. 9) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) 10) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 LOAD CASE(S) Standard February 21,2011 1 • 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 Mifek 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 1 109 Coastal BO Blvd. is for laterol support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the y 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 /TPI1 Quality Criteria, 058 -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 14833304 382855 CJO3 JACK 8 1 289985002 _ Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.140 s Oct 1 2009 MiTek Industries, Inc. Mon Feb 21 07:34:58 2011 Page 1 1 -2 -11-0 3-0-0 1 2 -0-0 3 -0-0 Scale = 1:10.3 3 4.00 112 d- 2 81 1 0 ,-42,. 2x4 = 4 1 ■Ati . LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /deft L/d PLATES GRIP TCLL 20.0 Plates lncrease 1.25 TC 0.45 Vert(LL) -0.00 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.01 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2007fTP12002 (Matrix) Wind(LL) 0.00 2 "" 240 Weight: 12 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3 -0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 3 =29 /Mechanical, 2= 254/0 -3 -8, 4= 14/Mechanical Max Horz 2= 140(LC 5) \ \\ 1C(+i r //f / 1 // Max Grrav3= 9(LC 1), 2 254(LC 1), 4=42(LC 2) ` \ \\\ \w? • J •.; ' /� / � � FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. �\� . oCENSk. ■ • NOTES (8 -11) * • No Syr • • • * — 1) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.Opsf; h =23ft; Cat. II; Exp C; enclosed; MWFRS (low -rise) gable eng — zone and C -C Exterior(2) zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 — - 0 • / • 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. — •. : LLJ 3)' This truss has been designed for a live Toad of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will . O . • LU fit between the bottom chord and any other members. 3 • STATE OF .• ._ 4) All bearings are assumed to be SYP No.2 . i F •. • F P • \ 5) Refer to girder(s) for truss to truss connections. • ORID G 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 Ib uplift at joint 3 and 361 Ib uplift at joint 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. / / / / /1O N AL 8) 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. 9) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) 10) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 LOAD CASE(S) Standard February 21,2011 1 I 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 5 the responsibillity of the 1 Blvd. 1 109 109 Coastal st al l Bay BOY 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 Cr#eda, DSB -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 14633305 362855 EJ02 JACK 2 1 289985003 Job Reference (optional) Builders FirstSource, Jacksonville, FI 32244 7.140 s Oct 1 2009 MiTek Industries, Inc. Mon Feb 21 07:34:56 2011 Page 1 1 -9-12 1 1 -9 -12 Scale = 1:7.5 4.00 112 2 p ... 1 01 1 PRI 3 2x4 = I2 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.06 Vert(LL) -0.00 1 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.02 Vert(TL) -0.00 1 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 5.0 Code FBC2007/TP12002 (Matrix) Wind(LL) 0.00 1 ""' 240 Weight: 6 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 1 -9-12 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 1= 57/0 -3 -8, 3 =9 /Mechanical, 2 =48 /Mechanical Max Horz 1 =46(LC 5) �\ \``\ `\,Cc (I (( f " // Max Grav 1 =57(LC 1), 3 27(LC 2), =48(LC 1) �\\\\ \,\ / //,, FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. • ■ NOTES (8 -11) * • No y;'69 1) Wind: ASCE 7-05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.0psf; h =23ft; Cat. 11; Exp C; enclosed; MWFRS (low -rise) gable erg o - zone and C -C Extenor(2) zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 — – 0 • r Et _ 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. — 73 • W 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2 -0 -0 wide will O : • • (V ` fit between the bottom chord and any other members. T STATE OF 4) All bearings are assumed to be SYP No.2 . • P • 5) Refer to girder(s) for truss to truss connections. � ORIO • ' ` � � i 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 44 Ib uplift at joint 1 and 651b uplift at joint //V / S1 N AL \ \\ \ \ \\ 2. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. / / li \ \ \ 8) 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. 9) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) 10) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 LOAD CASE(S) Standard February 21,2011 6 a WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1.7473 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 o for lateral support of individual web members only. Additional temporary 109 Coastal Bay Blvd. o porary bracing to insure stability during construction is the responsibillity of the Boynton, st l Bay erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding y fabrication, quality control, storage, delivery. erection and bracing, consult ANSI/TPI1 Quality Criteria. DSB -89 and BCSI1 Building Component Safety Information ovailable from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. , Job Truss Truss Type Qty Ply 14833308 382855 EJ04 JACK 28 1 289985004 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.140 s Oct 1 2009 Mi Tek Industries, Inc. Mon Feb 21 07:34:58 2011 Page 1 I -2 -0-0 I 3 -11-4 2 -0 -0 3-11-4 Scale = 1:11.9 3 4.00 12 2 T \ 1 B1 / OA 2x4 = 4 / 1 WIL LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) -0.01 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.02 2-4 >999 240 BCLL 0.0 • Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Wind(LL) 0.00 2 ••`• 240 Weight: 15 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3 -11-4 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb /size) 3= 66/Mechanical, 2= 272/0 -3 -8, 4 =19 /Mechanical Max Horz 2= 163(LC 5) \\ 1 `t (l l I 1 1 / 1, M ax Uplift3= -71(LC 5), 2=- 363(LC 5) �\\ \ wS S,K , / C� /, • Max Gray 3 =66(LC 1), 2= 272(LC 1), 4 =56(LC 2) �� ` J� EN • • C ` FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or Tess except when shown. NOTES (8 -11) NI. • No 34 •* 1) Wind: ASCE 7-05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.Opsf; h =23ft; Cat. 11; Exp C; enclosed; MWFRS (low -rise) gable erL — zone and C -C Exterior(2) zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 — -D ; IX = 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. — . LLI = 3) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tali by 2 -0 -0 wide will 5- O : (V fit between the bottom chord and any other members. . T •, STATE OF ,• _ \ 4) All bearings are assumed to be SYP No.2 . A\ 0..11.1.0....-,c..•' • • 5) Refer to girder(s) for truss to truss connections. s S . �� \ � ° \‘ 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 71 Ib uplift at joint 3 and 363 Ib uplift at joint � �j//� °N AV- - \ � ■ 2. 'V 0 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. / // 01111 1°' 8) 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. 9) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) 10) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 LOAD CASE(S) Standard February 21,2011 1 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 511.7473 BEFORE USE. Design valid for use only with MiTek connectors. This design a based only upon parameters shown, and a 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 C 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 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 4833307 382855 HJO2 JACK 2 1 Job Reference (optional) Builders FirstSource, Jacksonville, FI 32244 7.140 s Oct 1 2009 MiTek Industries, Inc. Mon Feb 21 07:34:57 2011 Page 1 -2 -9-15 I 2 -6-12 I 2 -9-15 2 -6 -12 Scale = 1:10.7 Special Special 3 2.83 �12 5 A' 2 P x6 = 6 4 Special Special LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.77 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) -0.00 2 >999 240 BCLL 0.0 * Rep Stress lncr NO WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Wind(LL) 0.00 2 "" 240 Weight: 12 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2 -6-12 oc puffins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb /size) 3 = -96 /Mechanical, 2= 315/0 -5 -11, 4 =6 /Mechanical MaxHorz 2= 111(LC3) \0t( t11111 / /y // Max Uplift3= -96(LC 1), 2=- 581(LC 3) `` `S S Max Gray 3= 103(LC 3), 2= 315(LC 1), 4 =17(LC 2) `\\ \ \s• . 0C EN • • • • SF . , ,, ••. ', FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. , NOTES (10 -13) * NO 9 * — 1) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.0psf; h =23ft; Cat. II; Exp C; enclosed; MWFRS (low -rise) gable era' — zone; Lumber DOL =1.60 plate grip DOL =1.60 — - 0 • _ 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. — : Ili 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6-0 tall by 2 -0 -0 wide will - 0 ".. .: (V ` fit between the bottom chord and any other members. .(\ •. STATE OF 2 4) All bearings are assumed to be SYP No.2 . - A i.. 0 ' C \ 5) Refer to girder(s) for truss to truss connections. ,, S . , ` \\ / f 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 96 Ib uplift at joint 3 and 581 Ib uplift at joint ••"j IS A+ I� \ \ �\ \ 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. /1 /111110 ° J \ 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 39 Ib up at 1 -5 -12, and 39 Ib up at 1 -5 -12 on top chord, and 16 lb up at 1 -5-12, and 16 Ib up at 1 -5 -12 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 11) 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) Regular: Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (plf) Vert: 1- 3 = -54, 2 -4 = -10 Concentrated Loads (Ib) Vert: 5= 78(F =39, B =39) 6= 10(F =5, B =5) February 21,2011 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1 -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 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 4 the responsibillity of the 1109 Blvd. 1 Boynton, 1 1 09 C C oast st al l Bay Bay erector. Additional permanent bracing of the overall 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 BCSII Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Job Truss Truss Type Qty Ply 4633308 382855 HJO4 JACK 4 1 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.140 s Oct 1 2009 MiTek Industries, Inc. Mon Feb 21 07:34:58 2011 Page 1 1 -2 -9-15 1 3-0-0 1 5 -6-13 I 2-9-15 3-0-0 2-6-13 Scale = 1:16.3 Special Special 4 8 �' 2.83 12 2x4 = Special 3 Special Y 7 11108.- 2 ri Mil B1 CCC111 1 „ 9 10 6 5 ►/ Special Special 3x4 = Special Special 2x6 = LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.77 Vert(LL) -0.04 2 -6 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.21 Vert(TL) -0.06 2 -6 >988 240 BCLL 0.0 • Rep Stress Ina NO WB 0.04 Horz(TL) -0.00 5 n/a n/a BCDL 5.0 Code FBC2007/TP12002 (Matrix) Wind(LL) -0.00 2 -6 >999 240 Weight: 25 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5 -6-13 oc purtins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0 -0 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 4 =61 /Mechanical, 2= 308/0 -5 -11, 5= 5/Mechanical Max Horz 2= 162(LC 3) \\ \ \ \)) I () / // Max Uplift4= -82(LC 3), 2=- 547(LC 3), 5= -22(LC 8) \\\\ w5 S•Kc / '1/ Max Gray 4 =61(LC 1), 2= 308(LC 1), 5 =65(LC 2) \NN,J�• • '� \CENS� • ���,/ i FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. N. * ' No 34869 ' NOTES (10 -13) 1) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.Opsf; h =23ft; Cat. II; Exp C; enclosed; MWFRS (low -rise) gable erL — zone; Lumber DOL =1.60 plate grip DOL =1.60 - - 0 • CC z- • 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads. '23 .1.1.1 3) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2-0 -0 wide will O : (V ` fit between the bottom chord and any other members. .(\ ' •• STATE OF ,. 4) All bearings are assumed to be SYP N o . 2 . ` • ' 5) Refer to girder(s) for truss to truss connections. i 0 ' F1. � O OR •' .." • 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82 Ib uplift at joint 4, 547 Ib uplift at joint 2 // S 7 ` L \ \\ 7) "Semi-rigid p chbreaks including heels" Member end fixity model was used in the analysis and design of this truss. /// / O N 1 0 \ \ \\` 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 39 Ib up at 1 -5-12, 39 Ib up at 1 -5 -12, and 27 Ib down and 25 Ib up at 4 -3-11, and 27 lb down and 25 Ib up at 4 -3 -11 on top chord, and 16 Ib up at 1 -5 -12, 16 Ib up at 1 -5 -12, and 12 Ib down at 4 -3-11, and 12 Ib down at 4-3 -11 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 11) 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) Regular: Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (plf) Vert: 1- 4 = -54, 2 -5 = -10 Concentrated Loads (Ib) Vert: 7= 78(F =39, B =39) 8= 50(F =25, B =25) 9= 10(F =5, B =5) 10=- 8(F = -4, B = -4) February 21,2011 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MNT473 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 8 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 8 the responsibillity of the Boynton, 1 109 Coastal st a Blvd. l l Bay 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 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 14633309 362855 T03 HP 2 2 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7 -140 s Oct 1 2009 MiTek Industries, Inc. Mon Feb 21 07:34:59 2011 Page 1 1 -2 -0-0 1 3-11-4 1 9-3-0 I 14 -5-0 1 19-7 -0 I 24 -9-0 I 30 -0 -12 1 34 -0 -0 1 36 -0-0 1 2 -0-0 3 -11-4 5-3-12 5-2 -0 5-2 -0 5-2 -0 5 -3-12 3 -11-4 2 -0-0 Scale: 3/16 " =1' Special Special Special Special Special Special Special Special 4.00 12 5x7 = 4x5 = 4x5 = 3x4 = 2x4 11 4x5 = 5x7 = Special Special Special Special Special Special Special 3 20 21 4 23 5 24 25 6 26 7 27 28 8 29 30 9 - iW h i n s ` 5 k �li�.. ! � •. �`'�. - c%,I 1 - [] r.: [7 a 11 1M 3x5 = 19 31 32 18 33 17 34 16 35 36 37 15 38 14 39 13 40 41 12 3x5 = 2x4 11 Special 4x5 = 4x6 = 4x5 = Special 5x8 = 4x6 = 4x5 = Special 2x4 11 Special Special Special Special Special Special Special Special Special Special Special Special 1 3 -11-4 1 9 -3-0 14 -5 -0 1 19 -7 -0 I 24 -9 -0 I 30 -0-12 I 34 -0 -0 I 3 -11-4 5-3-12 5-2 -0 5 -2 -0 5 -2 -0 5 -3 -12 3 -11-4 Plate Offsets (X,Y): [2:0- 3- 6,0-0- 6),13:0- 5- 4,0 -2- 81,19:0 -5-4,0 -2- 81,(10:0- 3- 6,0 -0 -61 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) -0.61 15-16 >662 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.56 Vert(TL) - 1,23 15-16 >329 240 BCLL 0.0 • Rep Stress Incr NO WB 0.50 Horz(TL) 0.08 10 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Wind(LL) 0.93 15 -16 >436 240 Weight: 364 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4 -6-11 oc purlins. BOT CHORD 2 X 6 SYP No.1D BOT CHORD Rigid ceiling directly applied or 7 -11 -9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb /size) 2= 1333/0 -3-8, 10= 1333/0 -3 -8 Max Horz 2 =66(LC 5) hi l l , , , / • Max Uplift2=- 991(LC 3), 10=- 990(LC 4) \\ \_ S•k � //0 FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. ■ J "•' ICEN$ TOP CHORD 2 -3 =- 3452/2328, 3-20 =- 6233/4173, 20- 21=- 6233/4173, 4 -21 =- 6233/4173, .' F 4-22=-7805/5196, 22-23=-7805/5196, 5-23=-7805/5196, 5-24=-7671/5114, 24-25=-7671/5114, 6-25=-7671/5114, 6-26=-7671/5114, 7-26=-7671/5114, * ' nj0 9 7 -27 =- 7671/5114, 27- 28=- 7671/5114, 8 -28 =- 7671/5114, 8 -29 =- 6257/4216, - '-• 29 -30 =- 6257/4216, 9 -30 =- 6257/4216, 9 -10 =- 3447/2357 = • - : BOT CHORD 2 -19 =- 2131/3242, 19 -31 =- 2132/3255, 31- 32=- 2132/3255, 18 -32 =- 2132/3255, W 18 -33 =- 4104/6233,17 -33 =- 4104/6233,17 -34 =- 4104/6233,16 -34 =- 4104/6233, 16 -35 =- 5128/7805, 35 -36 =- 5128/7805, 36 -37 =- 5128/7805, 15- 37=- 5128/7805, �� STATE OF , � , 15 -38 =- 4148/6257, 14- 38=- 4148/6257, 14- 39=- 4148/6257, 13 -39 =- 4148/6257, i 13-40= -2191/ 3249, 40-41= -2191/ 3249, 12 -41 =- 2191/3249, 10 -12 =- 2188/3237 i �S1 ' • ?.• j \ � WEBS 3 -19 =- 36/269, 3 -18 =- 2027/3083, 4-18=-716/562, 4-16=-1054/1642, 5-16=-284/274, / A 7-15=-292/280, 8 -15 =- 937/1461, 8 -13 =- 682/539, 9 -13 =- 2040/3098, 9 -12 =- 29/263 / � / O ti t �L v\ \ / / / \ \\ NOTES (12 -15) / / /l lillllll 0s 1) 2 -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. Bottom chords connected as follows: 2 X 6 - 2 rows at 0 -9 -0 oc. Webs connected as follows: 2 X 4 - 1 row at 0 -9 -0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wtnd: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.0psf; h =23ft; Cat. 11; Exp C; enclosed; MWFRS (low -rise); Lumber DOL =1.60 plate grip DOL =1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0-0 wide will fit between the bottom chord and any other members. 8) All bearings are assumed to be SYP No.2 . 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 991 Ib uplift at joint 2 and 990 Ib uplift at joint 10. 10) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Continued on page 2 February 21,2011 • A WARNING - Verify design parameters rand 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 1 109 Coastal Bay Blvd. is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the y 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 /TPI1 Quality Criteria, D5B -89 and BC511 Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive. Madison, WI 53719. Job Truss Truss Type Qty Ply 14833309 382655 703 HIP 2 2 Job Reference (optional) Builders FirstSource, Jacksonville, F132244 7.140 5 Oct 1 2009 MiTek Industries, Inc. Mon Feb 21 07:34:59 2011 Page 2 NOTES (12 -15) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 7 Ib down and 59 Ib up at 3 -11 -4, 12 Ib down and 47 Ib up at 5-1 -1, 12 Ib down and 47 Ib up at 7 -1 -1, 12 Ib down and 47 Ib up at 9 -1 -1, 12 Ib down and 47 Ib up at 11 -1 -1, 12 Ib down and 47 Ib up at 13 -1 -1, 12 Ib down and 47 lb up at 15 -1 -1, 12 Ib down and 47 Ib up at 16- 10-15, 12 Ib down and 47 Ib up at 18- 10 -15, 12 Ib down and 47 Ib up at 20- 10 -15, 12 Ib down and 47 Ib up at 22- 10 -15, 12 Ib down and 47 Ib up at 24- 10-15, 12 Ib down and 47 Ib up at 26- 10 -15, and 12 Ib down and 47 Ib up at 28- 10 -15, and 47 Ib down and 59 Ib up at 30 -0 -12 on top chord, and 35 Ib down and 28 Ib up at 3 -11 -4, 26 lb down at 5-1 -1, 26 lb down at 7 -1 -1, 26 lb down at 9 -1 -1, 26 Ib down at 11 -1 -1, 26 lb down at 13 -1 -1, 26 Ib down at 15 -1 -1, 26 lb down at 16- 10-15, 26 lb down at 18- 10-15, 26 Ib down at 20- 10-15, 26 Ib down at 22- 10 -15, 26 Ib down at 24- 10 -15, 26 Ib down at 26- 10 -15, and 26 Ib down at 28- 10 -15, and 35 Ib down and 28 Ib up at 30 -0 -12 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. 12) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 13) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) 14) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (pif) Vert: 1- 3 = -54, 3- 9 = -54, 9- 11 = -54, 2- 10 = -10 Concentrated Loads (Ib) Vert: 3=-7(F) 9=-7(F) 19 =5(F) 18=- 9(F) 4= -12(F) 8= -12(F) 13 = -9(F) 12 =5(F) 20= -12(F) 21= -12(F) 22= -12(F) 23= -12(F) 24= -12(F) 25= -12(F) 26= -12(F) 27= -12(F) 28= -12(F) 29= -12(F) 30= -12(F) 31 = -9(F) 32 = -9(F) 33 = -9(F) 34 = -9(F) 35 = -9(F) 36 = -9(F) 37 = -9(F) 38 = -9(F) 39 = -9(F) 40 = -9(F) 41 = -9(F) \ �t1 w • S' K . < �J • �\CENS�c • • �� i * No 34 _ D • STATE OF � � � •ELORtDP• • '/ ' � S i r NAL February 2 1,2011 t / A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MMI. 7473 BEFORE USE. Design valid for we only with MTek connectors. This design 5 based only upon parameters shown. and 5 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 1109 Coastal Bay Blvd. is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Boynton, FL 33435 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 /1PI1 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 14633310 362855 T04 SPECIAL 2 1 289985008 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.140 s Oct 1 2009 MiTek Industries, Inc. Mon Feb 21 07:35:00 2011 Page 1 70-0 5 -11-4 12 -7 -19 19-4-4 28 -0 -12 78 -0-12 30 -0 -17 34 -0-0 36-0-0 2-0-0 I I 5 -11-4 6-8-8 6 -8 -8 6-8-8 2 -0-0 l 2 -0-0 1 3 -11-4 2 -0-0 Scale = 1:64.9 3x5 = 4.00 12 5 x 6 = 5x6 W8 = 5x6 = 3x4 = 3 7 5x14 =4s= T7 4 ` T'1 tis N _ ' 1filill4111"� 10 11 N 0 8 8 0 3x8 = 18 17 16 15 14 13 12 3x8 = 3x5 = 3x8 = 2x4 I 1 3x5 = 5x7 W8 = 3x4 = 3x10 MT2OH = I 5 -11-4 16 -0 -0 26 -0 -12 1 28 -0- 12 34 -0 -0 5-11 -4 10 -0 -12 10 -0-12 2 -0-0 2 -0-0 3 -11-4 Plate Offsets (X,Y): (5:0- 3- 0,Edge) LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.78 Vert(LL) -0.55 14 -16 >742 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.63 Vert(TL) -1.07 14-16 >379 240 MT2OH 187/143 BCLL 0.0 • Rep Stress Incr YES WB 0.53 Horz(TL) -0.27 10 n/a n/a BCDL 5.0 Code FBC20071TP12002 (Matrix) Wind(LL) 1.01 14-16 >400 240 Weight: 154 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2 -8 -3 oc purlins. BOT CHORD 2 X 4 SYP No.1D BOT CHORD Rigid ceiling directly applied or 3-1 -0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS T- Brace: 2 X 4 SYP No.3 - 4 -18, 6-14 Fasten T and 1 braces 10 narrow edge of web with 10d Common wire nails, 9in o.c.,with 4in minimum end distance. Brace must cover 90% of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 2= 1197/0 -3-8, 10= 1197/0 -3 -8 Max Horz 2= -75(LC 8) Max Uplift 2=- 757(LC 5), 10=- 764(LC 6) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 3=- 2776/2565, 3-4 =- 2613/2524, 4-5=-4390/4120, 5- 6=- 4390/4120, 6 -7 =- 3251/3113, 7- 8=- 3363/3181, 8 -9 =- 2647/2551, 9- 10=- 2765/2589 BOT CHORD 2 -18 =- 2247/2571, 17 -18 =- 3857/4201, 16 -17 =- 3857/4201, 15 -16 =- 4078/4417, 14 -15 =- 4078/4417, 13 -14 =- 3378/3658, 12 -13 =- 3377/3651, 10 -12 =- 2325/2565 WEBS 3- 18=- 437/597, 4-18=-1739/1675, 4 -16 =- 62/386, 6-14 =- 1335/1257, 7 -14 =- 661/776, 8 -14 =- 546/614, 8 -12 =- 1240/1263, 9 -12 =- 670/763 NOTES (11 -14) 1) Unbalanced roof live loads have been considered for this design. \ t \ % 1 1 1110 2) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.Opsf; h =23ft; Cat. II; Exp C; enclosed; MWFRS (low -rise) and C -C \\ �+ /. 1, Exterior(2) zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 \\\\.\. \ � 3 `.. • . �1 j 3) Provide adequate drainage to prevent water ponding. � `` � ` [\ 4) All plates are MT20 plates unless otherwise indicated. � •' c SF 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide wilt W NO 3 9 • fit between the bottom chord and any other members. 7) All bearings are assumed to be SYP No.2. — 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 757 Ib uplift at joint 2 and 764 lb uplift at= — joint 10. - 7 : LLI ` 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. i 0 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. T STAT OF \ \ 11) This manufactured product is designed as an individual building component. The suitability and use of this component for any , F •' •, FL ORIO 1 " • • particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. i 1 .) • • \ \ � 1 0/11111\ 00 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 / / NA, - \ LOADCASE(S) Standard February 21,2011 4 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 7711 -7473 BEFORE USE. Design volid for use only with MWek 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 1 109 Coastal Bay Blvd. is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the y 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 /TPI1 Quolly 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 14833311 382855 T05 SPECIAL 2 2 Job Reference (optional) Builders FirstSource, Jacksonville, FI32244 7.140 s Oct 1 2009 MiTek Industries, Inc. Mon Feb 21 07:35:01 2011 Page 1 -2-0-0 i 7-11-4 13 -3 -12 18 -8-4 24-0-12 30 -2-4 32-2-4 34 -0-0 36-0 -0 2-0-0 I 4-4-8 I 3-6-12 ( 5-4 -8 I 5-4 -8 I 5-4 -8 f 6-1 -8 1 2 -0-0 I 1 -9-12 2 -0-0 Scale = 1:64.9 4x5 = 4.00 12 3x4 = 3x4 = 3x4 = 4x5 = 4 5 6 7 8 - 2x4 2 - q 3 4x5 —8 77 1 1 6 0 0 21- '- - N 2 ; •�� i 9�1v, 11 N us _ � .. ::71x) + 1 21 _ S. ra n , - -- =_ -- ` d N 1 3x4 = 19 18 17 16 15 14 13 3x4 = 3x8 = 5x8 = 4x5 = 3x4 = 3x4 = 3x4 = Special 7 -11-4 I 16 -0-0 I 24-0-12 I 30-2-4 1 32 -2-4 I 34 -0-0 7 -11-4 8 -0-12 8-0-12 6-1 -8 2-0-0 1 -9 -12 Plate Offsets (X,Y): (10:0- 5- 0,0 -2 -0) LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.32 Vert(LL) -0.23 14 -15 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.68 Vert(TL) -0.43 14 -15 >933 240 BCLL 0.0 ' Rep Stress Ina NO WB 0.38 Horz(TL) 0.09 11 n/a n/a BCDL 5.0 Code FBC2007/TP12002 (Matrix) Wnd(LL) 0.27 14 -15 >999 240 Weight: 323 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing, Except: WEBS 2 X 4 SYP No.3 8 -5 -11 oc bracing: 14 -15. REACTIONS (Ib /size) 2= 1193/0 -3-8, 11= 1119/0 -3-8 Max Horz 2 =88(LC 5) \ \ 1 1 11 1 I l ► / / �� Max Upliff2=- 753(LC 3), 11=- 767(LC 4) \ \ \ \\ ` � S S• - V FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. J • • IC i� TOP CHORD 2 -3 =- 2755/1471, 3-4 =- 2535/1359, 4 -5 =- 2415/1334, 5- 6=- 3279/1813, 6-7 =- 3279/1813, •• N ' "- '• \ - 7 -8 =- 2810/1596, 8 -9 =- 2962/1617, 9 -10 =- 4497/2472, 10 -11 =- 2413/1325 - BOT CHORD 2- 19=- 1349/2555, 18- 19=- 1670/3187, 17-18=-1670/3187, 16 -17 =- 1717/3307, — * ' NO 15- 16=- 1717/3307, 14 -15 =- 2520/4709, 13 -14 =- 1208/2241, 11 -13 =- 1193/2213 - -- WEBS 4 -19 =- 250/543, 5-19=-946/565, 7-15=-709/389, 8-15=-264/586, 9-15=-1941/1131, - 2; '0 : : PE L 9-14=-949/590, 10-14=-1342/2386 - 73 • w NOTES (13 -16) STATE OF = 1) Special connection required to distribute web loads equally between all plies. ,- T 2) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: i C.\ s • � OR(t ° •' To chords connected as follows: 2 X 4 - 1 row at 0-9 -0 oc. / \ Bottom chords connected as follows: 2 X 4 - 1 row at 0 -9 -0 oc. / ////, / 0 N A\ � \\ Webs connected as follows: 2 X 4- 1 row at 0 -9 -0 oc. / 1 t i j i t 1 11 \ 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 connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.0psf; h =23ft; Cat. II; Exp C; enclosed; MWFRS (low -rise); Lumber DOL =1.60 plate grip DOL =1.60 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6-0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 9) All bearings are assumed to be SYP No.2 . 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 753 Ib uplift at joint 2 and 767 Ib uplift at joint 11. 11) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated toad(s) 77 Ib up at 32 -2-4 on top chord, and 17 Ib up at 32 -1 -8 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))l For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) „15) Truss on iggne 1 ngineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 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. JuliOS Lee Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown 1 109 Coastal Bay Blvd. is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Boynton, 5 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 Qualify Criteria. DSB -89 and BCSI1 Building Component Safety Informaton available from Truss Plate Institute, 583 D'Onofrio Drive. Madison, WI 53719. Job Truss Truss Type Qty Ply 14833311 362855 T05 SPECIAL 2 2 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.140 s Oct 1 2009 MTek Industries, Inc. Mon Feb 21 07:35:01 2011 Page 2 LOAD CASE(S) Standard 1) Regular. Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (plf) Vert: 1- 4 = -54, 4- 8 = -54, 8- 9 = -54, 9- 10 = -54, 10- 12 = -54, 2- 11 = -10 Concentrated Loads (lb) Vert: 10= 77(B) 13 =6(B) \ \ `` 1IIII 111 / / // / �\) S•f\ N. \, • ■ \ J • �ICENSF . �� • ■ * No 9 *� 73 •• W �� STATE OF � � ...... �s '• FLORIOP`.•' ,� / /SiONA���\\ �\ February 21,2011 t t il WARNING - Pcrify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MR -7473 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. Julius Lee Applicability of design paramenters and proper incorporation of component 8 responsibility of building designer - not truss designer. Bracing shown 1109 Coastal Bay Blvd. is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Boynton, FL 33435 fabrication, quality control. storage, delivery, erection and bracing, consult ANSI /7911 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 14833312 362855 TO8 HIP 2 1 289985010 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.140 s Oct 1 2009 Mi Tek Industries, Inc. Mon Feb 21 07:35:02 2011 Page 1 1 -2 -0-0 1 5-4 -8 I 9-11-4 1 18 - - 1 22 -0 -12 1 26 -7-8 1 32 -0-0 I 2 -0-0 5-4-8 4-6-12 6-0-12 6 -0-12 4-6-12 5-4 -8 Scale = 1:58.3 5x8 = 2x4 11 5x8 = 4.00 12 4 5 6 34 ` Is � mf 27 A et at 4x5 = 11 1 0 9 4x5 = 3x4 = 5x8 = 3x4 = 1 9-11-4 1 16 -0-0 22 -0 -12 1 32 -0-0 1 9-11-4 6-0-12 6-0-12 9 -11-4 Plate Offsets (X,Y): [2:0- 3- 2,0- 0- 21,[4:0 -5- 4,0-2- 81,[6:0- 5- 4,0 -2- 81,[8:0- 3- 2,0 -0- 21,[10:0 -4 -0,0 -3-01 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.67 Vert(LL) -0.29 8 -9 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.57 8 -9 >662 240 BCLL 0.0 • Rep Stress Incr YES WB 0.36 Horz(TL) -0.19 8 n/a n/a BCDL 5.0 Code FBC2007/ PI2002 (Matrix) Wind(LL) 0.45 10 >852 240 Weight: 148 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3 -6 -14 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4 -0-3 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 8= 1011/0 -3-8, 2= 1137/0 -3-8 Max Horz 2= 114(LC 7) Max Uplift8=- 551(LC 6), 2=- 715(LC 5) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or Tess except when shown. TOP CHORD 2 -3 =- 2572/2583, 3-4 =- 2213/2171, 4 -5 =- 2437/2514, 5-6 =- 2437/2514, 6 -7 =- 2231/2193, 7 -8 =- 2617/2655 BOT CHORD 2 -11 =- 2357 / 2384, 10 -11 =- 1853 /2069, 9-10 =- 1872/2085, 8 -9 =- 2436/2444 WEBS 3- 11 = -351/ 541,4 -11 =- 122 / 324,4 -10= -461/ 546,5 -10 =- 370/443,6 -10 =- 426/535, 6-9 =- 147/330, 7 -9 =- 397/605 NOTES (9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.Opsf; h =23ft; Cat. 11; Exp C; enclosed; MWFRS (low -rise) and C -C Exterior(2) zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will `\ \ \ 1 I 1 1 1 / f / , fit between the bottom chord and any other members. \\ // 6) All bearings are assumed to be SYP No.2 . \\ \\ OS 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 551 Ib uplift at joint 8 and 715 Ib uplift at \ Jam• • • • EN • • •‘ '• , joint 2. \G SF \� -• 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ■ 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particu1 r * / NO 3 9 • * 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 W - LOAD CASE(S) Standard % . • U./ � / STATE OF S • \. . / 5 s '•.• 1.ORIDP. 0 �� /, /, - -1 N A \ / 0 /11 111\\ February 21,2011 • • A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MH -7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and 0 for an individual building component. Julius Lee Applicability of design poramenters and proper incorporation of component 5 responsibility of building designer - not truss designer. Bracing shown 1 109 C oastal 80- Blvd. N for lateral support of individual web members only. Additional temporary brocing to insure stability during construction 5 the responsibillity of the y erector. Additional permanent brocing of the overall structure 5 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, 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 14633313 382855 T07 HIP 2 1 289985011 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.140 s Oct 1 2009 MiTek Industries, Inc. Mon Feb 21 07:35:03 2011 Page 1 1 -2 -0-0 1 6-4 -8 I 11 -11-4 1 16 -0-0 1 70-0-12 1 75 -7-8 1 37 -0-0 1 34'-0-0 1 2 -0-0 6-4-8 5 -6-12 4 -0-12 4 -0 -12 5-6-12 6-4 -8 2 -0-0 Scale = 1:60.4 4x6 = _ 3x4 = 4x6 4.00 12 4 6 G3 34 � \III 3�4 2 8 d o 12 14 13 11 10 •• 4x5 - 3x5 = 4x5 = 2x4 11 3x6 = 3x8 = 2x4 11 I 6-4 -8 I 11 -11 -4 20 -0 -12 I 25 -7 -8 I 32 -0-0 I 6 -4 -8 5 -6-12 8-1 -8 5 -6-12 6 -4 -8 Plate Offsets (X,Y): 12:0-3-2,0-0-21, (8:0-3-2,0-0-21 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /deft Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.63 Vert(LL) -0.19 11 -13 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.52 Vert(TL) -0.42 11 -13 >913 240 BCLL 0.0 ' Rep Stress lncr YES WB 0.36 Horz(TL) -0.17 8 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Wind(LL) 0.37 11 -13 >999 240 Weight: 153 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3 -8 -12 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4 -2 -8 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 2= 1133/0 -3-8, 8= 1133/0 -3-8 Max Horz 2=- 113(LC 8) Max Uplift 2=- 704(LC 5), 8=- 704(LC 6) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 =- 2556/2506, 3-4 =- 2012/2017, 4 -5 =- 1872/1984, 5- 6=- 1872/1985, 6-7 =- 2012/2017, 7-8 =- 2556/2505 BOT CHORD 2-14=-2192/2364, 13-14=-2192/2364, 12-13=-1740/1978, 11-12=-1740/1978, 10 -11 =- 2229/2364, 8- 10=- 2229/2364 WEBS 3 -13 =- 549/668, 4 -13 =- 326/376, 5 -13 =- 286/188, 5 -11 =- 286/188, 6 -11 =- 325/376, 7- 11=- 549/668 NOTES (9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.Opsf; h =23ft; Cat. 11; Exp C; enclosed; MWFRS (low -rise) and C -C Exterior(2) zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 3) Provide adequate drainage to prevent water ponding. 5)* This truss has been designed for a li e p l live load of 0.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0-0 wide will \ \ \ \ 111) (1 / / /1 fit between the bottom chord and any other members. \ " \` v5 EN (� /// 6) All bearings are assumed to be SYP No.2 . "\ v \` • * * / ' 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 704 Ib uplift at joint 2 and 704 Ib uplift at - \ \C SF N- joint 8. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. - * ' No 3/.9 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particQtar • — building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. _ -0 • Et 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 / W LOAD CASE(S) Standard � STATE OF • � � �� s •• F � ORIO P _•• • � / ' , , / 'ONA\ - \ � 0 \ I February 21,2011 4 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED :NITER REFERENCE PAGE MI1.7473 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 poramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown 1 109 Coastal Bay Blvd. is for lateral support of individual web members only. Additional temporary bracing to insure stability during constriction is the responsibillity of the y erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Boynton, FL 33435 fabrication, quolity control, storage, delivery, erection and bracing, consult ANSI /TPI1 Quality CrHeda, 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 14633314 382855 T08 HIP 2 1 289985012 Job Reference (optional) Builders FirstSource, Jacksonvitle, Fl 32244 7.140 s Oct 1 2009 MiTek industries, Inc. Mon Feb 21 07:35:03 2011 Page 1 1 -2 -0 -0 I 7-4 -2 I 13 -11 -4 1 18 -0 -12 I 24 -7 -14 I 32-0 -0 1 34 -0-0 1 2 -0-0 7-4 -2 6-7 -2 4-1 -8 6-7 -2 7-4-2 2 -0-0 Scale = 1:60.4 4.00 12 5x8 = 5x6 = 4 5 5x 5x8 u 4x5 = 13 12 10 9 4x5 ' = 2x4 II 3x4 = 3x4 = 3x8 = 2x4 U 7 -4 -2 I 13 -11 -4 I 18 -0 -12 I 24 -7 -14 I 32-0-0 I 7 -4 -2 6 -7 -2 4 -1 -8 6-7 -2 7-4-2 Plate Offsets (X,Y): [2:0- 3- 2,0 -0 -2 1,13:0- 4- 0,0 -3- 01,[4:0- 5- 4,0 -2- 81,[6:0- 4- 0,0 -3- 01,17:0- 3- 2,0 -0 -2] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) 1 /defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.70 Vert(LL) -0.19 12 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.52 Vert(TL) -0.38 12 -13 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.63 Horz(TL) -0.17 7 n/a n/a BCDL 5.0 Code FBC2007ITPI2002 (Matrix) Wind(LL) 0.37 12 -13 >999 240 Weight: 152 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3 -7 -4 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-1 -15 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 2= 1133/0 -3-8, 7= 1133/0 -3 -8 Max Horz 2= 125(LC 7) Max Uplift2=- 692(LC 5), 7=- 692(LC 6) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 3=- 2516/2492, 3-4 =- 1829/1885, 4 -5 =- 1684/1863, 5 -6 =- 1829/1885, 6-7 =- 2518/2492 BOT CHORD 2 -13 =- 2168 / 2324,12 -13 =- 2170 / 2321,11 -12 =- 1440/1684,10 -11 =- 1440/1684, 9-10=-2207/2321, 7-9=-2206/2324 WEBS 3 -12 =- 699/828, 4- 12=- 264/320, 5 -10 =- 262/320, 6 -10 =- 698/827 NOTES (9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.Opsf; h =23ft; Cat. II; Exp C; enclosed; MWFRS (low - rise) and C -C Exterior(2) zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. \ \ 1 1 1 1 I , 6) All bearings are assumed to be SYP No.2 . \\ /// 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 692 Ib uplift at joint 2 and 692 Ib uplift at \ �\ \ \ \3S S• /t / // � • joint 7. J\ • EN • • • �� i, 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. L SF . 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular • building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. ∎ * ' NO 34 j� = • 10) For special connections with reactions or uplifts less than 3001bs. 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 33436 — LOAD CASE(S) Standard w • (1J �� STATE OF • �\ ." .o '• ‘■ . /// O N ] AI- ` ,\ \\ February 21,2011 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 111 -5473 BEFORE USE. Design valid for use only with Mitek connectors. This design 5 based only upon parameters shown, and 5 for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Julius Lee N 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 is the responsibility of the building designer. For general guidance regarding Boynton, FL 33435 fabrication, qualify 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 Pl 14633315 362855 709 COMMON 2 1 289985014 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.140 s Oct 1 2009 MiTek Industries, Inc. Mon Feb 21 07:35:04 2011 Page 1 1 -2 -0 -0 1 5-10 -8 1 10 -11 -4 1 15 -11 -4 1 12 21 -0 -12 1 26 -1-8 1 32-0 -0 1 340-1 1 2 -0-0 5-10 -8 5-0-12 5-0-0 0-t -8 5-0-0 5 -0-12 5 -10-8 2 -0-0 Scale = 1:60.4 4.00 12 4x5 = 6 L^ 3x4 33x4 % 3x4 5 7 3x4 C 4 8 2x4 J ca •� c� 2x4 i D; 2 11 h g 14 13 12 d 4x5 = 3x4 = 4x5 = 5x8 = 3x4 = 8-4 -14 1 16 -0-0 1 23 -7 -2 1 32 -0-0 1 8-4 -14 7 -7 -2 7 -7 -2 8 -4-14 Plate Offsets (X,Y): 12:0- 3- 2,0 -0 -21, (10:0- 3- 2,0 -0 -21, [13:0- 4 -0,0 -3 -01 LOADING (psf) SPACING 2 -0-0 CSI DEFL in floc) I /deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) -0.19 13-14 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.38 12 -13 >994 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.41 Horz(TL) -0.17 10 n/a n/a BCDL 5.0 Code FBC2007/TP12002 (Matrix) Wind(LL) 0.38 13 -14 >996 240 Weight: 151 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3 -9-5 oc purtins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4 -0-14 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 2= 1133/0 -3-8, 10= 1133/0 -3 -8 Max Horz 2=- 138(LC 8) Max Uplift2=- 678(LC 5), 10=- 678(LC 6) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or Tess except when shown. TOP CHORD 2- 3=- 2557/2616, 3-4 =- 2289/2357, 4 -5 =- 2209/2364, 5 -6 =- 1624/1766, 6-7 =- 1624/1766, 7-8 =- 2209/2364, 8 -9 =- 2289/2357, 9- 10=- 2557/2615 BOT CHORD 2- 14=- 2300/2368, 13- 14=- 1809/1957, 12 -13 =- 1822/1957, 10 -12 =- 2338/2368 WEBS 6 -13 =- 783/747, 7 -13 =- 582/701, 7 -12 =- 256/364, 9 -12 =- 301/457, 5 -13 =- 582/702, 5 -14 =- 256/364, 3 -14 =- 301/457 NOTES (8 -11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.Opsf; h =23ft; Cat. II; Exp C; enclosed; MWFRS (low -rise) and C -C Exterior(2) zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 1 1 1 1 ( f 5) All bearings are assumed to be SYP No.2 . \ \� \, / /// 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 678 Ib uplift at joint 2 and 678 Ib uplift at \ \ \ \ ` v5 S. k / /i, joint 10. ■ - ` • • • i 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ,J� L10EN,SF ' .•:%:((\. i '- 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particulei � 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) NO 34 j %= 10 Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 3343& — : �I� LOAD CASE(S) Standard . W �� �\ STATE OF �� ' ' ' •.FLO R %O & .Z Z i, • \ . / / / /fON1A1, \ \ • 1 � \ \ \ February 21,2011 A WARRING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 9011.7473 BEFORE USE. Design valid for use only with MiTek connectors. This design 9 based only upon parameters shown, and is for an individual building component. of design romenters and proper incorporation of component is responsibility Julius Lee Applicability 9 Pa p P p p possibility 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 Boy 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 /TPI1 Quality Criteda, 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 14633318 382855 T10 COMMON 2 1 289985014 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.140 s Oct 1 2009 MiTek Industries, Inc. Mon Feb 21 07:35:05 2011 Page 1 I -2 -0-0 I 5-10 -8 I 10 -11 -4 I 16-0-0 21 -0-12 I 26 -1-8 I 32-0-0 I 34 -0-0 1 2-0-0 5-10 -8 5 -0-12 5 -0 -12 5-0-12 5-0 -12 5-10 -8 2 -0-0 Scale = 1:59.5 4.00 12 4x5 = 6 '•2 3x4 3x4 3x4 C 5 7 3x4 4 8 v 2x4 �� t A i* 2x4 G 'VII: i:. r : \ ..4#000001......, 0 I Lo 2 ............ / 10 �1 , __• VI 11 I . 14 13 12 .. d 4x5 — 3x4 = 3x4 = 4x5 = 5x8 = I 8-4-14 16 -0 -0 I 23 -7 -2 I 32 -0 -0 8-4 -14 7 -7 -2 7 -7 -2 8-4-14 _Plate Offsets (X,Y): (2:0- 3- 2,0- 0- 2),(10:0- 3- 2,0 -0- 21,113:0- 4- 0,0 -3 -01 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) -0.19 12 -13 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.38 12 -13 >994 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.41 Horz(TL) -0.17 10 n/a n/a BCDL 5.0 Code FBC2007/TP12002 (Matrix) Wind(LL) 0.38 13-14 >996 240 Weight: 151 Ib - LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3 -9-5 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4 -0-14 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 2= 1133/0 -3-8, 10= 1133/0 -3-8 Max Horz 2=- 138(LC 8) Max Uplift2=- 678(LC 5), 10=- 678(LC 6) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or Tess except when shown. TOP CHORD 2 -3 =- 2557 /2616, 3-4 =- 2289/2357, 4 -5 =- 2209 / 2364, 5 -6 =- 1624/1766, 6 -7 =- 1624/1766, 7-8 =- 2209/2364, 8 -9 =- 2289/2357, 9 -10 =- 2557/2615 BOT CHORD 2- 14=- 2300/2368, 13 -14 =- 1809/1957, 12 -13 =- 1822/1957, 10 -12 =- 2338/2368 WEBS 6-13 =- 783/747, 7 -13 =- 582/701, 7 -12 =- 256/364, 9 -12 =- 301/457, 5- 13=- 582/702, 5 -14 =- 256/364, 3-14 =- 301/457 NOTES (8 -11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.0psf; h =23ft; Cat. II; Exp C; enclosed; MWFRS (low -rise) and C -C Exterior(2) zone;C -C for members and forces 8 MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0-0 wide will Fit between the bottom chord and any other members. I I 1 1 5) All bearings are assumed to be SYP No.2 . \ � ` \, f / // 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 678 Ib uplift at joint 2 and 678 Ib uplift at \ \ \\ \vS S• k / /� j joint 10. \ \ -.\`\ •••'•• " ••: 4,(•• 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. �v •' \ CENS. . `� 8) 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. * ' NO 3/4.9 9) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) 10) Tniss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33436 - : , LOAD CASE(S) Standard 7 W �� STATE OF ' � ii`S1 ' 'cLORIOt.•• 0� N ., / / ON \0 February 21,2011 4 t A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 0111 -7473 BEFORE USE. Design valid for use only with MiTek 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. Brocing 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, 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 14633317 382855 T11 GABLE 2 1 289985015 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.140 s Oct 1 2009 MiTek Industries, Inc. Mon Feb 21 07:35:07 2011 Page 1 1 - - 1 16 -0-0 I 32 -0-0 134 -0 -0 2 -0-0 16 -0-0 16-0 -0 2 -0-0 Scale = 1:59.5 4.00 12 4x5 = 11 12 13 10 ` 14 5x6 9 15 5x6 Y 17 8 16 7 5 6 II i i i 18 h 19 4 � y 2 � _ 111" �B'I Illiiii....... 22 u> 0 1 w ∎ :�L. ∎��:��MAIMMI as ■T∎ e':��:r.�:�:�:� ∎:�:�:�:_ may: : ∎: : ∎: : :ase•:�: ∎17∎7•:s:411MIM v�:�O� 23 j 3x4 = 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 3x4 = 5x6 = I 32 -0 -0 32 -0 -0 Plate Offsets (X,Y): (7:0- 3- 0,0-3- 01,117:0 -3- 0,0-3- 01,133:0 -3 -0,0 -3-01 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.40 Vert(LL) -0.03 23 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.09 Vert(TL) -0.04 23 n/r 90 BCLL 0.0 • Rep Stress Ina YES WB 0.06 Horz(TL) 0.02 22 n/a n/a BCDL 5.0 Code FBC2007/TP12002 (Matrix) Weight: 189 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0 -0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. OTHERS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 32 -0-0. (Ib) - Max Horz 2=- 165(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 34, 35, 36, 37, 38, 39, 40, 41, 32, 31, 30, 29, 28, 27, 26, 25 except 2=- 317(LC 7), 42=- 138(LC 5), 24=- 137(LC 6), 22=- 341(LC 8) Max Gray All reactions 250 Ib or less at joint(s) 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 32, 31, 30, 29, 28, 27, 26, 25, 24 except 2= 254(LC 1), 22= 254(LC 1) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9- 10=- 14/271, 10 -11 =- 14/311, 11- 12=- 15/344, 12 -13 =- 15/344, 13- 14=- 14/311, 14 -15 =- 14/271 WEBS 3-42 =- 167/255, 21- 24=- 167/255 NOTES (12 -15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.Opsf; h =23ft; Cat. 11; Exp C; enclosed; MWFRS (low -rise) gable end zone and C -C Exterior(2) zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1 -2002. \ % % 1 (t 1110 / 4) All plates are 2x4 MT20 unless otherwise indicated. \\ // 5) Gable requires continuous bottom chord bearing. \\ \ �\3 S. k 0, 6) Gable studs spaced at 1 -4-0 oc. ■ N . \\ ,(. i 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •v, �1GENs - . `, (\ 8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2 -0 -0 wide will:: fit between the bottom chord and any other members. * ' NO 34$69 ' 9) All bearings are assumed to be SYP N o . 2 . _ 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 34, 35, 36, 37, 387 39, 40, 41, 32, 31, 30, 29, 28, 27, 26, 25 except (jt =1b) 2 =317, 42 =138, 24 =137, 22 =341. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. / LIJ Z. 12) This manufactured product is designed as an individual building component. The suitability and use of this component for any -- 0 A IL particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. .\ •. STATE OF ` 13) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) % F( • ORID •' 0 � 14) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 ..• S� • ' • • \ LOAD CASE(S) Standard /� / / / /�� +V -` • ` \ \\ February 21,2011 I 1 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. Applicability of design poromenlers and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Julius Lee 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 is 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. 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CD o 0 3 g N Q o -0 . � . o a o � 9 a � m o oo . o om �'< • 0 CD . n o - .cN ° c p CD a (D 0: CD Q a 3 ' -° 0 o a 0• - -- . - O a o ° D 0- a; O° 7 a 3 N �• m mF • avc ° �' : ix ° am 3 3 0° as o° m `o'o o DC-. 2° r^,�_ ti (D 0 oa m o o m a . ° _a on c -- a = a a 3 . so cD m a 3, ( a a o o ° n � D 3 m m a 13 ' a mn m o ° °- m D Cr a a �� " D �' m _. - 0 m ,0 s 6' 9_ a ° j N CD m a m o 43o n 0 F o o a � o a ° CT o z _ 36 , o 3 N (D Z ry 17_ cr •Y til CITY OF ATLANTIC BEACH o n j P 800 SEMINO -� A TLANTIC BEACH, FL 32233 15 cl z INSPECTION PHONE LINE 247 -5826 11- 0000 Date 3/31/11 Application Number 1839 TAYLOR WAY Property Address • . tion SINGLE FAMILY W ATTACHED DWELLING Application type descrip TO BE UPDATED Application valuation Property Zoning 75000 ------------------------ ---- __ -------------------- - - - - -- Application desc ____________________________ new home -------------------------------- Owner _ - - -- Contractor ----------------------- _ _________ - BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVENUE FL 32233 ATLANTIC T B H ATLANTIC BEACH FL 32233 (904) 241 -12 ATLANTIC BEACH (904) 241 -1222 Structure Information 000 000 ________________ _ _ _ __ __ -- ----- -- - - -- Construction Type • . • • B TYPE 5 -RESIDENTIAL Occupancy Type ZONE X ------------------------- Flood Zone • • . • -------------------------- ----- . . . . . . PLUMBING PERMIT 9 FIXTURES .00 Additional desc . ADVANTAGE PLUMBING Sub Contractor • • 118 00 Plan Check Fee 0 Permit Fee . - • • 3/30 Valuation • Issue Date 9/26/11 ----------------- - - - - -- Expiration Date--------------------------------- Special Notes and Comments W/2009 REVISIONS *2007 FLORIDA BUILDING CODE W/ NATIONALELECTRIC CODE *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR T 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 11 . .0 S OP Plan Check Total .00 .0 0 Grand Total 1X8 ,00 118 Op 0() PERMIT Is APPROVED ONLY IN ACCORDA WIT ' ' BUILDING CODES. HALL 8 14 C00 ITY pF ATL, g 118 NTjCBtA 00 q ORk .44 't4 1,, sA CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ° Z ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 r /13� Application Number 11- 00001756 Date 3/30/11 Property Address 1839 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 . Sub Contractor . HUXHAM HEATING & AIR Permit Fee . . . 91.00 Plan Check Fee . . .00 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 Fee summary Charged Paid Credited Due Permit Fee Total 91.00 91.00 .00 .00 Plan Check Total 00 00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH A CITY OF ATLANT BEACH ORDINAN AND THE FLORI BUILDING CODES. j'11 Y iri V ° `` CITY OF ATLANTIC BEACH 1 y 800 SEMINOLE ROAD j ATLANTIC BEACH, FL 32233 k INSPECTION PHONE LINE 247 -5826 Page 2 Application Number 11- 00001756 Date 3/30/11 Other Fee Total 2.00 2.00 .00 .00 Grand Total 93.00 93 .00 .00 q� ° ° 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 Seaninole Rd Atlantic Beach, FL 32233 • Ph (904) 247 -5826 Fax (904) 247 -5845 B ADDRESS: / g 'S 9 r/ /c ar— GA.• f PERAirr# // PROJECT VALUE $ 5 oc ' - W AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning Unit Qty r Tons Per Unit & V Heat Unit Total. CF�M � r ©�► BTU's Per Unit �i' 8� Seer Rs�ng Duct Systems: EPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION ABI # Air Conditioning: Unit Quantity Tons Per Unit REQUIRED Heat BTU's Per Unit _ Seer Rating Duct Systems: Total RE'QUIBID IRE PREVENTION Fire Sprinkle. System Quantity (Requires 3 sets of plans) Fire .,. - Quantity (Requires 3 sets of plans) .• • • . • . Fire Main Value (Requires 3 sets of plans) 3 sets of plans) Fite Hose cabiThAs Quantity (Requires Commercial Hoods Qty (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sots of plans) IRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets Boilers BTU's Elevators/Escalators LL OTHER GAS PIPING Heat Exchanger Quail* Outlets P # Vented W Furnaces Refrigerator Condenser BTU's # Water Heaters Tanks (gallons) Wells MILER: omit becomes void ifwodc does not commence withina six month period or wait is suspended or abandoned f wsamomIherebycertifythatIhavereed is application and lmowthe Ba e t be true and oc rect AIIpro�sions of laws and ordinances governing' this wodc will he complied with whether specified not. The permit does not give authority to violets the provisions of any other stare or local tsar regnlsticn construction or the p . C-. - ncx of man. ropesty Owners Name /AW 1/74 -h► ` - . Phone Number fecbanicai Company /cat //X9f7 / /tom' / A17_ fit C._ Office Phon :46':C 9 / Fax 251 77 'o. Address: i 0 / Reg-id A .64.1c J City !/ 7 44 , / Z/f State F/ Z 3,1214'6 keine Holtz (Print): Tr�w S E: G -• X 2 I State tti vcation/Rcgistratian # - -'i4C,&'S - 1 Ft S Totarized Signature ofd Ho }and c " - ` ,�� P,, lit\ MIRNA ADSHADE•DOWNING subscr� before this q 6 day of 1/1 20 Notary Public - State of Honda ` ' My Comm. Expires Oct 18, 2012 of Notary - --> ic, //1 ` e s0 �. Commission N OD 830487 4. ' � . y%. °f.t, Bonded Through National Notary Assn. ■ 6 " CITY OF ATLANTIC BEACH ` . ss 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 4 '%.0111 9r- Application Number 11- 00001756 Date 3/30/11 Property Address 1839 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 . 9 FIXTURES Sub Contractor . ADVANTAGE PLUMBING Permit Fee . . . 118.00 Plan Check Fee . . .00 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 PLBG DCA SURCHARGE 2.00 STATE PLBG DBPR SURCHARGE 2.00 Fee summary Charged Paid Credited Due PERMIT IS AP PRO VE D ON I A W I T HA LL 9 CITY OF A C $EACH ORDINANCE THE FLORID 0 BUILDING CODES. t „ \ c/ 1 s ` CITY OF ATLANTIC BEACH '' ` � %' 800 SEMINOLE ROAD ,,,. , °� ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 '�.. ,C, 1 ; 11 Page 2 Application Number 11- 00001756 Date 3/30/11 Plan Check Total .00 .00 .00 .00 Other Fee Total 4.00 4.00 .00 .00 Grand Total 122.00 122.00 .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 TOB ADDRESS: 1 1 1dr PERMIT # 1 \ — 1 ` l EW OR REPLACEMENT INSTALLATION: Project Value $ TYPE OF FIXTURE QTY TYPE OF FIXTURE QTY Bathtub / Septic Tank & Pit Clothes Washer / Shower 1 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 .2 Water Heater / Other Fixtures Water Treating System RE -PIPE: TYPE OF FIXTURE QTY TYPE OF FIXTURE QTY Bathtub Septic Tank & Pit Clothes Washer Shower Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory Water Heater Other Fixtures Water Treating System MISCELLANEOUS: ❑ Sewer Replacement ❑ Back Flow Preventer ❑ Grease Interceptor (Trap) gallons (Requires 3 sets of plans) ❑ Lawn Sprinkler System - Number of Heads ❑ Well * * ** SJRWD Well Completion Form. Completed form to be submitted to the Building Department for final inspection. ** ❑ Other Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name C c ..„ - ) VA OV\ C r Phone Number 241-1'222. Plumbing Company ei • �1 i * 1 _ �� ° 1 i , Office Phone 24' 4 ' Fax 2L--qlq • Co. Address: 1032. 2 Pibe si \, r City Nx E State El_ Zip License Holder (Print): va r' a 5 s ;ate Ce • ation/Registration # CECA Notarized Signature of License Holder r'' /3.6,& A/peel MICHELLE L CREWS Sworn and subscrib efore me this 2. da o C h ff 1 \Or 20 1 ` .� •`c MY COMMISSION # EE037670 ^ • wx ,,� ; ,, , v EXPIRES October 26, 2014 signature of Notary Public 1/4-M10 ‘ , , • , (407) 398-0153 FlorldallotaryServIce.com