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961 Paradise Cir 2013 SFR CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00003467 Date 2/18/14 Property Address . . . . . . 961 PARADISE CIR Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 264200 ---------------------------------------------------------------------------- Application desc NEW HOME ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BOB & CHRIS LLC ELITE HOMES INC. 357 12TH ST 357 12TH ST FL 32233 ATLANTIC BEACH FL 32233 ATLANTIC BEACH (904) 349-2803 (904) 349-2803 --- Structure Information 000 000 NEW HOME 2642 HABITABLE Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL HVAC PERMIT Additional desc 2TONS, 8KBTUS Sub Contractor HWK MECHANICAL INC (BEEHIVE) . 00 Permit Fee . . . . 91 . 00 Plan Check Fee 0 Issue Date . . . . Valuation . . . . Expiration Date . - 8/17/14 --------------------------------------------------------------------- ------ Special Notes and Comments Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy Of the results sent to Public Utilities . Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 91 RNW qPP4HE FLORIDA PERMIT IS CVWW AUNWN"C"Ta 'K S BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00003467 Date 2/18/14 ---------------------------------------------------------------------------- Special Notes and Comments A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE MECH DCA SURCHARGE 2 . 00 STATE MECH DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 91 . 00 91 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 95 . 00 95 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904)247-5826 Fax(904)247-5845 2^4 JoB ADDRFss: ftw%iff# PROJECT V�UUE$ ;goo 6 AM# e114 2!40 UIRED Air Handling Equipment Only Air Handling Unit & Condenser Condenser Only NEW AIR CONDITIONING & BEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity 2, BTU's Per Unit Seer Rating—� Duct Systems: Total CFM 2��pc ) REQUIRED REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating— Duct Systems: Total CFM REQUIRED FIRE PREVENTION Fire Sprinkler System Quantity (Requires 3 sets of plans) Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty_ Automobile Lifts Gas Piping Outlets Boilers BTU's Elevators/Escalators ALL OTHER GAS PIPING Heat Exchanger Quantity of Outlets Pumps #Vented Wall Furnaces Refrigerator Condenser BTU's #Water Heaters Solar Collection Systems Tanks(gallons) Wells 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 constniction. Property Owners Name Phone Number oy-r-lp- A?Y-,�7f Mechanical Company/Yf4&- Office Phone -Tirb- Fax �Tf t, Co. Address:qj-qqz- T)TRj,-x- &L city e4llk—httj State/-'Z- Zip te JCerjdi tration#4W License Holder(Print): Notarized Signature of License Holder .00 V- "o, KRISTINA T WILSON Before day of rg d-L,= 20 Notary Public,Stow of Rorida 7-7-0 � r 4� My Comm.Expires April 21,2016 Signature of Notary Public -7h Commission No.EE 18M / , CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 1�111 It .1 Application Number . . . . . 13-00003467 Date 10/08/13 Property Address . . . . . . 961 PARADISE CIR Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 264200 ---------------------------------------------------------------------------- Application desc NEW HOME --------------------------------------------------------------------- ------ Owner Contractor ------------------------ ------------------------ BOB & CHRIS LLC ELITE HOMES INC. 357 12TH ST 357 12TH ST ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 349-2803 (904) 349-2803 --- Structure Information 000 000 NEW HOME 2642 HABITABLE Construction Type . . . . . TYPE S-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . SINGLE FAMILY DWELLING NEW Additional desc . . Permit Fee . . . . 550 . 00 Plan Check Fee 275 . 00 Issue Date . . . . Valuation . . . . 264200 Expiration Date . . 4/06/14 ---------------------------------------------------------------------------- Special Notes and Comments Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 2010 FLORIDA BUILDING CODE, 2008 NATIONA1 ELECTRIC CODE PERMIT ISAPMOVMrOVIQalAg)V4RcMW(914:NVIW FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00003467 Date 10/08/13 ---------------------------------------------------------------------------- Special Notes and Comments Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 8 . 25 DEV REVIEW-SINGLE & 2-FAM 50 . 00 ENG REV RESIDENTIAL BLD 100 . 00 STATE DBPR SURCHARGE 8 . 25 SEWER SDC-SYSTEM DEV CHG 4050 . 00 UTIL REV PRE APP >3 HRS 50 . 00 WATER CONNECT/METER ONLY 185 . 00 WATER CROSS CONNECTION 50 . 00 WATER SDC-SYSTEM DEV CHG 1140 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 550 . 00 550 . 00 . 00 . 00 Plan Check Total 275 . 00 275 . 00 . 00 . 00 Other Fee Total S641 . 50 5641 . 50 . 00 . 00 Grand Total 6466 . 50 6466 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BuILDING PERMIT APPLICATION 4 '-- CITY OF ATLANTIC BEACH FILE COPY 800 Seminole Road, Atlantic Beach, FL 32233 �1! Office (904) 247-5826 Fax (904) 247-5845 16 1 M Permit Number: Job Address: C / 3 Legal Description Lo-t A 0 P1e_5,4q,6 Parcel# Floor Area of Sq.Ft. Sq+t Valuation of Work Proposed Work heated/cooled g� 2— non-heated/cooled ,=Q 4p Z/j 2 00 . Class of Work(circle one): (F> Addition Alteration Repair Move D emolition pool/spa N�dndow,/door Use of existing/proposed structure(s) (circle one): Commercial Res* If an existing structure,is a fire sprinkler system installed? (Circle one)6: Eies[N>o(:::N:]/ Florida Product Approval 9 liez 4ZTA��,,." fk.At_ For multiple products use product approval fo;iii S�P 3 0 2013 Describe in detail the type of work to be performed: Property Owner Information: jBy_ Name: Bcb ch?-15 i-I-C -Address: 35-7 /c�- City "A State EZ-Zlp 33 Phone ��y_jyF_2 5 E-Mail or Fax 4(Optional) Contractor Information: Company Name: Oualifiyin Agent: ��12,-� Address:- 35 7 L;�– -T6cezt— Citv do4a, State ZiD 3-�-'Z3D Office Phone 3q5- Z�_-2> Job Site/Contact Number e-_Xjj 3,y1,0-2-8v'_3 Fa-x# c;-2zl-l-E241�cE State Certification/Registration# L' C_ D5�190 f�7 y 6!5q( Architect Name&Phone# :2 Engineer's Name&Phone# -/4�45 _ellid Fee Simple Title Holder Name and Addrts�! Bonding Company Name and Address 4 Mortgage Lender Name and Address 4//4 b e a ape �d e a d Ila '.cgd epm_'t,swno 'or�'or installation lias commenced prior to the c ti"L onthisjurisdiction. 7hispermilbecomesnull con c t'�O' ss' e ad r" 0 0 d' wo� n msa n* is 5 ind b d d or eriodofsky monflisatanvtimeafter t', 1� �'s edo m�e ze 5ta, a oa e "a L 0 / n '�- k ende -a a, one ap ill be ,�Ppl'*ca 0 is re_Y md t all-0 once 0 a 'it an a - not com itl... t t 0 ,d orki, T cd- (6 'on 's. 0 , cons"c i S. ti t P n't f d�o de ta d a ra em iz , b dfH �xa ork lb J,1g, 1glis, Wils,Pdols, Jouniaces,Boikis,HeWers, i,co�"!'nc, n 'I Ir Coli lien, Ta 1, d 4 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING9 CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby cetVfi,that I have read and examined this application and know the same to be tnie and correct. All provisions of laws and ondinatices governing this 4pe pf work�vill be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions ofany otherfiederal,state,or local I dating constniction or the peTfoi-mahce ofconstniction. Signature of Ovvnw��4 Signature of Contractor Print Name Print Name ....... .......................... Sw t ub 'bed bef e me S,;, to and subscribed b MWI '::� — _ .1. — ,-j- 1 ��71 20 - 20 ............. S L F�AHAM :Ommis, Not 3i)Ndad Thru N ry y 1,4, U Underwrfters Revised 0 1.26.10 DO NOT WRITE BELOW - OFFICE USE ONLY CODE Applicable Codes: 2010 FLORIDA BUILDING Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: /M /0-2-t ; Development Size Habitable Space 26 f2 S' F Non-Habitable J' S- F Impervious area �ft 31 ,% Miscellaneous Information Occupancy Group R- 7 Type of Construction :V 0 Number of Stories 2, Zoning District Al'o Max. Occupancy Load Fire Sprinklers Required Flood Zone - IV14 - Conditions/Comments: 1 .14T.I-0 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road .7 Atlantic Beach, Florida 32233-5445 /3 Leo ...... Phone(904)247-5826 - Fax(904)247-5845 ..itit E-mail: building-dept@coab.us Date routed: Iza City web-site: hffp*/Avww.coab.us III- - - APPLICATION REVIEW AND TRACKING FORM Property Address: 4epa"t review required Yes No fanning &Zoning Applicant: jMqAft—Inis-Uitor Project: levi zi /_/0 A-117 blic Wor so U IM ft. PuBC-7ga—f6ty Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date Florida Dept. of Environmental Protection of Permit Verified By 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: ElApproved. RDenied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: []Approved as revised. RDenied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: E]Approved as revised. []Denied. Comments: Reviewed by: Date: Revised 05/14109 City of Atlantic Beach APPLICATION NUMBER I Buildin Department 9 (To be assigne�d by the Building Department.) 800 Seminole Road �sr Atlantic Beach, Florida 32233,5445 13 - J I Phone(904)247-5826 - Fax(904)247-5845 9 E-mail: building-dept@coab.us t J[Date:routed: City web-site, hffp,/A&ww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: rtMgqt rpvi#mw rgm Uired Yes No Applicant: Az) /ntc S anning Z'onin Tree Ad inis tor Project: /7D fi? Public Works ub c Uti i.i s-, Fire Services Review fee Dept Signature 0 Olher Agency Review or Permit Required Review or Receipt Date er ge' of Permit Verified By or Florida Dept. of Environmental Protection i Pt F ond D pt. of Transportation lorida ept. St.Joh s 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: [9<pproved. DDenied. (Circle one.) Comments: BUILD—INCL �ONILl��NNING NING Reviewed b)r- qze" Date: TREE ADMIN. 14 A�� Second Review: DAPProved as revised. E]Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ElApproved as revised. nDenied. Comments: Reviewed by: Date: Zevised 05/14/09 CITY OF ATLANTIC BEACH Building Department 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 PLAN REVIEW COMMENTS Permit Application # — T Y6 9 ? /40 Property Address: Aa Applicant: 'el,C�-e Alo "i e-s- Project: IZ"4 4t, k-tJ-4e- This permit application has been: El Approved E] Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Date: 11 SS CITY OF ATLANTIC BEACH PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH,FL 32233 (904) 270-2535 or(904) 247-5874 NEW WATER/SEWER TAP REQUEST Date: /K)4-/3Proj ect Address: 67 tv PIA-e'40 E-- No. of Units: —,L Commercial Residential. V Multi-Family_ New Water Tap(s)O� ter( Meter Size(s) New Irrigation Meter Upgrade Existing Meter from to (size) New Connection to City Sewer__z Name: Applicant Add ss: City: Atlantic Beach State: _Zip: Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) Application# J,:3 - 3cAd7 CITY STAFF USE ONLY Water System Development Charge $ IL)0. 00 Sewer System Development Charge $(4, 05b- 00 Water Meter Only $ 5-. C30 Water Meter Tap $ (notes) Sewer Tap $ Cross Connection $ Other $ TOTAL $ ad APPROVED: 'X4i ed Si atui (Utility Directoror A uthor* gnature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CANBEASSESSED City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road -P 3 0 Atlantic Beach, Florida 32233-5445 2013 Phone(904)247-5826 - Fax(904)247-5845 E-mail: building-dept@coab.us Date rWed: City web-site: hffp*/Iwww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: �& / Xa� 1-4n4stc 6z t review required Yes No P-1 Applicant: AP /-P anning&Zoning-�> Tree Adminis tor Project: Ali 10 /-/-0/-),7 ublic Wo It review re 7uired ub c Uti i i s� PubMc-s—afety Fire Services Review fee Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns Ri er Water Ma-nagement District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICAT ION STATUS Reviewing Department First Review: 0APProved. FIDenied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: FlApproved as revised. ElDenied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: E]Approved as revised. FIDenied. Comments: Reviewed by: Date: Zevised 05/14/09 City of Atlantic Beach Q Buildin Department APPLICATION NUMBER 9 (To be assigned by the Building Department.) inole Road 800 Sern Atlantic Beach, Florida 32233-5445 - 2913 13 3/& 1 Phone(904)247-5826 - Fax(904)247- 8 5 Wilt E-mail: building-dept@coab.us oc! Pate routed: 113 City web-site: hffp,/fwww.coab.us zo 13 APPLICATION REVIEW AN6TRACKING FORM /;;7 Property Address: artm t review re uired Yes No Applicant: h� /Y7.6 S fanning &Zonin Tree Aft-in-15-ffitor Project: A4 10 /710 Works u Uti I I !rvices /C Review fee $ Dept Signature Review or Receipt Other A e cy Review or Permit Required of Permit Verified By Date Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns Ri er Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco other: APPLICATION STATUS rReviewing Department First Review: pproved. MDenied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date:- TREE ADMIN. Second Review: F ]Approved as revised. ElDented. P I WORKS Comments: W, /U '/,U PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: EjApproved as revised. E]Denied. Comments: Reviewed by: Date: Zevised 05114109 0 0 4 0 w>-0 co 2. "--I> cl.I;->;o 03 z> 14 C4 0 co m > 0 CZ 0 5 Do :3.0 ci, r- 0>CO-;4 m w > C') m T ;D- m 0 cn (n < m z CD ID h 0, NMZ CD (D C) C) N rtl 0 z w 'b 0 w awlt--o ri ct 0 D'a z 0 I E- ll --ow lov., z �l > z > z N ZC 0� > 0 cn a: 0 N (D 0 0 z rx 0 z > (D 0 to tr 0 z ;o r- > CD 4* to tr z N C-- z > > 0" 00 -J, C,� .�A 4�,. w et To z x a 0 2- ID CD w C: — o CD LD 0 =. CD c'" 2: . E� z 0 0 E� E5 D = cr — 0 'a = (m �e =t -t CD w CD n —-(:; 25 .5 (ro (m M �S FD CD cr w q W. C7 a- 00 (D Cr 0 CD CD CD 2) CD (D 0-'a , (D CD CD fD CD cr 0 ('D r- rn CL :m 0 %< q EL: CD OY 7, Z o 'o 00 (0, w > 17' > C) C) C) 2 2 C) E. C) U) -1 0 0 0 0 Q- 'a oil G m r- CD 0 En t) (D CD --14 CD a CD C7 0 cm -u CD im. =. II = cr C: C'D CID p :Q CD (M 1—N CD ;:I- CD =S CD —t EL ul -z (-D C/) CD CD (D CD IZ (D cn ID V1 Q w r=) 00 �-A w CD 0 0 W CD CD n CL 0 CD CD (n 0- -1 -1 - -2 (D . (r. _ , (D CD 0 CD w 0 CD (D (D CD G N CD I CD CD Q M 0 0 CD po 20 CD ta. 4. CL m �e ;; " C) C) 0 6 Ct. (D CD CL CD CD El) 0-i cr �i CD UQ 0 CD CD CD B B G g_ CD CD CD CD > 0 < .0 a- CD CD En = 4- CD N CD N CD CL olk 0. CD 0 VJ 0 L:L: qQ CD CD 0 0 En CD CD co a, 0 CD En CD z 21 �]� COD 0 En W > o 0� ar m CL CD CD En cr CD CD 0 cn r_ 0 CD 0 0- 0 CD po cn < eb 0 C) CD o C) 0 C) =3 CD CD CL 0 0 CD rL En En CD 0 (D (D En NOTICE OF COMMENCEMENT State of Tax Folio No. F11 py County of ov Va 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 mi thi OTIC MMN�ENffiNT. ,�OF CO Legal Description of property being improved: e, 67 AOV4 0/:�- A�e-5clg-e- 4zlif lwk- Address of property being improved: q61 6112, AA114 L &ka -6 3 Z--7-3 3 General description of improvements: /f/&t.> StA1,j 7�;y 170(.-VC_ Owner: b%J1 i� aflj Address: 357 1�6fa Owner's interest in site of the improvement: 7ee e- -5-11VI-C Fee Simple Titleholder(if other than owner): Name: Contractor: 6-;///t Ac"tt e< Address: 5 6; 7 g _�-kzee C' 1,?-t4 a F6 3,?�3? Telephone No.: �- 3-10-0 9153 Fax No: d I(I ZJ( Surely(if any) 11--14 Address: Doc#2013250515,OR BK 16544 Page 776, Telephone No: Fax No: Number Pages:1 Recorded 09/30/2013 at 10:03 AM, Name and address of any person maldng a loan for the construction of the iml Ronnie Fussell CLERK CIRCUIT COURT DUVAL Name: /Y COUNTY L4 RECORDING$10.00 Address: Phone No: Fax No: Name of person Nvithin the State of Florida, other than himself., designated by owner upon whom notices or other documents may be served: Name: /4,--/4- Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida S tatues. (Fill in at Ow-ner's option) Name: A/-14-:: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: �D�ate: 711AP11 3 Before me this day of in the Couintv of Duval,State Of Florida,has personally appea�red Notary Public at Large,State of oun al My commission expires: L4 ot Duv Personally Knowu: or Produced Identification: jFNNIFERW&tER My COMMISSION#FF 011480 EXPIRES:April 24,2017 JFILE COPY ' TO- Rick Carper Director, City of Atlantic Beach, Public Works FROM: Chris Lambertsol��_ Elite Homes, Inc DATE: September 27, 2013 SUBJECT: Lot 6 Paradise Preserve 1) Parking plan, access are indicated on Construction Site Management Plan. There is also parking available on the right of way and on the street. 2) There will not be a construction trailer on this site. The unloading and loading area and material storage are identified on Construction Site Management Plan 3) Location of chemical toilet is identified on Construction Site Management Plan and will be located on owner's property with door facing construction project. 4) Dumpster location is on Construction Management Plan and an approved dumpster company will be used. 5) Traffic control pattern is shown on plan with entrance to property and on-site parking. Adequate parking is available on site and surrounding right of way. 6) The site will be cleaned and picked up for all debris including construction material and all other trash 7) Erosion and Sediment Control will be maintained throughout construction. There will be a silt fence on the rear. Both sides will not have silt fence as one side is contiguous to lot 5 and the other side is contiguous to lot 7. The front remaining open to allow for ingress and egress as designated on the CSMP. The street will be cleaned off on a regular basis or as needed. 8) If city inlet falls within driveway, owner will adjust top of inlet at owner's cost. 9) This community has already planned for their drainage and there will not be onsite water retention. 10) Concrete driveway will be 5 inches thick. Reinforcing rods or metal mesh will not be placed in city ROW. 11) Driveway will conform to city ordinances. Driveway will be called in for inspection prior to completion so that city may inspect concrete on right of way. 12) Roll off container will be from City's approved list. Chris Larnbertson . ........ ...... From: Gilboy, Tim <tgilboy@coab.us> Thursday, September 12, 2013 5:36 PM Sent: FILE COM To: Chris Lambertson Subject: RE: drainage question Chris, As we discussed, Paradise Preserve has its own SJRWMD permit so onsite storage requirements for COAB would not apply. Have a great day. Tim From: Chris Lambertson [mailto:chris(c-�elitehomesfl.com] Sent: Thursday, September 12, 2013 11:17 AM To: Gilboy, Tim Subject: drainage question Ti m, Would you please call me at 349-2803. 1 am going to submit some permits for Paradise Preserve and I have some questions about the drainage requirements for this PUD. Thanks, Chris FILE COPY ,�v �_ FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 5 Paradise Preserve Builder Name: Elite Homes Street Permit Office: Atlantic Beach City, State,Zip: Atlantic Beach,FL, 32233-0000 Permit Number Owner Elite Homes Jurisdiction: 261100 Design Location: FL,Jacksonville 1. New construction or existing New(From Plans) 9. Wall Types(3348.9 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame-Wood,Exterior R=19.0 3123.70 ft' b. Frame-Wood,Adjacent R=19.0 225.19 ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (11389.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic(Vented) R=30.0 1389.00 ft2 6. Conditioned floor area above grade(ft2) 2642 b. NIA R= ft2 c.N/A R� ft2 Conditioned floor area below grade(ft2) 0 11. Ducts R ft2 7. Windows(433.4 sqft.) Description Area a. Sup:Attic,Ret�Attic,AH:2nd Floor 6 528.4 a. U-Factor: Dbl,U=0.35 433.39 ft2 SHGC: SHGC=0.30 ft2 12. Cooling systems kBtu/hr Efficiency b. U-Factor: NIA a. Central Unit 36.0 SEER:13.00 SHGC: c. U-Factor: N/A ft2 SHGC 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 36.0 HSPF3.70 SHGC: Area Weighted Average Overhang Depth� 3.364 ft. 14. Hot water systems Area Weighted Average SHGC: 0300 a. Electric Cap:40 gallons 8. Floor Types (2642.0 soft.) Insulation Area EF�0.920 a.Slab-On-Gracle Edge Insulation R=0.0 1253.00 ft2 b. Conservation features b.Floor Over Other Space R=0.0 1253.00 ft" None c.other(see details) R= 136.00 ft2 15. Credits None Glass/Floor Area: 0.164 Total Proposed Modified Loads: 41.02 PASS Total Standard Reference Loads: 60.94 1 hereby certify that the plans and specifications covered by Review of the plans and iivKE S7,-4),. this calculation are in compliance with the Florida Energy specifications covered by this E g- 3,g taHy signed by T,olothy D Gaodni,, Code. CN=Fnothy D.Ganiner,C calculation indicates compliance o US.0=USA HERS Timothy D. R ason I attest to the a-ey and with the Florida Energy Code. 0 e iZgnty of this dowment Before construction is completed PREPARED BY� Gardner- DATE: this building will be inspected for compliance with Section 553.908 -4 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code- 00 WE OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: V /0-..;1 - - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 9/24/2013 8:14 AM EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 PROJECT Title: Lot 5 Paradise Preserve Bedrooms: 4 Address Type: Lot Information Building Type: User Conditioned Area: 2642 Lot# 5 Owner: Elite Homes Total Stories: 2 Block/SubDivision: Paradise Preser #of Units: 1 Worst Case: No PlatBook: Builder Name: Elite Homes Rotate Angle: 0 Street: Permit Office: Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State.Zip: Atlantic Beach Family Type: Single-family FL, 32233-0000 New/Existing� New(From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp VDesign Location TMY Site Zone 97.5% 2.5% Wint er Summer Degree Days Moisture Range FL,Jacksonville FL—JACKSONVILLE—INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume - Blockl 2642 25031 SPACES d Cooled 7Heate]d -Number Name Area Volume Kitchen Occupants ---Bedrooms Infil ID Finishe 1 1 st Floor 1253 12530 Yes 1 1 1 Yes Yes Yes 2 2nd Floor 1389 12501 No 4 3 1 Yes Yes Yes FLOORS r Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio I st Floor 154.8 ft 0 1253 ft2 - 0.4 0.4 0.2 2 Floor Over Other Space 2nd Floor 1253 ft2 0 0 0.6 0.4 3 Raised Floor 2nd Floor --- 136 ft' 19 1 0 0 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 1737 ft' 522 ft' Medium 0.85 No 0.9 No 0 36.9 ATTIC # Type Ventilation Vent Ratio(11 in) Area RBS IRCC 1 Full attic Vented 300 1389 ft' N N 9/24/2013 8:14 AM EnergyGaugeg USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 CEILING y # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) 2nd Floor 30 1389 W 0.11 Wood WALLS Adjacent avity Width Height Sheathing Framing Solar Below vs Ornt Tn Wall Type Space RC-V.I. Ft In Ft In Area R-Vakip Fraction Ahsor--Grade% 1 S Garage Frame-Wood I st Floor 19 22 4 10 1 225.2 ft2 0.23 0.5 0 2 S Exterior Frame-Wood 1 st Floor 19 18 8 10 1 188.2 ft-' 0.23 0.5 a 3 S Exterior Frame-Wood 1st Floor 19 14 4 10 1 144.5 ft' 0.23 0.5 0 4 W Exterior Frame-Wood 1st Floor 19 44 4 10 1 447qO ft2 023 0.5 0 5 N Exterior Frame-Wood 1st Floor 19 33 10 1 332.8 ft2 0.23 0-5 a 6 E Exterior Frame-Wood I st Floor 19 22 10 1 221.8 ft2 0.23 0.5 0 7 S Exterior Frame-Wood 2nd Floor 19 35 11 385.0 ft2 0.23 0.5 0 8 W Exterior Frame-Wood 2nd Floor 19 46 4 11 5093 ft' 0.23 0.5 0 9 N Exterior Frame-Wood 2nd Floor 19 35 11 385.0 ft' 0.23 0.5 0 10 E Exterior Frame-Wood 2nd Floor 19 46 4 11 509.7 ft2 0.23 0.5 0 DOORS V # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S Insulated 1st Floor None .46 2 8 6 8 17q8 ft' 2 S Insulated 1st Floor None .46 3 8 24 ft2 WINDOWS Orientation shown is the entered.Proposed orientation. Wall Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 S 2 Vinyl Low-E Double Yes 0.35 0.3 36.0 ft' 8 ft 10 in 1 ft 6 in None None 2 S 3 Vinyl Low-E Double Yes 0.35 0.3 36.0 ft' 1 ft 6 in 11 ft 0 in None None 3 W 4 Vinyl Low-E Double Yes 0.35 Oq3 54.0 ft' 1 ft 6 in 11 ft 0 in None None 4 N 5 Vinyl Low-E Double Yes 0.35 0.3 54.0 ft' 1 ft 6 in 11 ft 0 in None None 5 E 6 Vinyl Low-E Double Yes 035 0.3 48.0 ft' 12 ft 10 in 2 ft 0 in None None 6 S 7 Vinyl Low-E Double Yes 0.35 0.3 68.9 ft' 1 ft 6 in I ft 6 in None None 7 W 8 Vinyl Low-E Double Yes 0.35 0.3 15.5 ft' 1 ft 6 in 9 ft 0 in None None 8 W 8 Vinyl Low-E Double Yes 0.35 0.3 12.0 ft2 1 ft 6 in 1 ft 0 in None None 9 W 8 Vinyl Low-E Double Yes 0.35 0.3 27.0 ft2 1 ft 6 in 1 ft 0 in None None 10 N 9 Vinyl Low-E Double Yes 0.35 0.3 46.5 ft' 1 ft 6 in 6 ft 0 in None None 11 N 9 Vinyl Low-E Double Yes 0.35 0.3 6.0 ft' 1 ft 6 in I ft 0 in None None 12 E 10 Vinyl Low-E Double Yes 0.35 0.3 8.0 ft2 1 ft 6 in 1 ft 0 in None None 13 E 10 Vinyl Low-E Double Yes 0.35 0.3 6.0 ft2 1 ft 6 in 4 ft 0 in None None 14 E 10 Vinyl Low-E Double Yes 0.35 0.3 15.5 ft' 1 ft 6 in 6 ft 0 in None None 9/24/2013 814 AM EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 GARAGE V # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 485.025 ft2 485.025 ft2 65 ft 9 ft INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Best Guess .0005 3465 190.22 357.74 .474 8.3057 HEATING SYSTEM y # System Type Subtype Efficiency Capacity Block Ducts 1 Electdc Heat Pump None HSPF:7.7 36 kBtu/hr 1 sys#1 49 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 13 36 kBtulhr 1080 drn 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation I Electric None Garage 0.92 40 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 ---Supply Return-- DUCTS Air CFM 25 CFM25 H VA qC# # Location R-Value Area Location Area Leakage Type Handier TOT OUT QN RLF Heat Cool 1 Attic 6 528.4 ft Attic 132.1 ft Default Leakage 2nd Floor (Default) (Default) 1 1 9/24/2013 8:14 AM EnergyGaugeO USA-FlaRes201 0 Section 405.4.1 Compliant Software Page 4 of 6 TEMPERATURES Prograrnable Thermostat:None Ceiling Fans: Cooling �X�Ian �Xj F:b r r May Jun Ju Aug S Oct Nov Dec .r Ap Jun Ju Heatin Jan F b M Apr I jMa Aug S:p Oct Nov Dec i 9 Xj Ma y 9 Jun Jul Aug Sep Oct Nov Dec Vent n Jan Feb Mar Apr May ri ri i �xi ki 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 78 78 78 78 PM 78 78 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 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating(WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 9/24/2013 8:14 AM EnergyGauge(M USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: PERMIT#- Atlantic Beach, FL, 32233-0000 MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required- Fireplaces: gasketed doors& outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced-air furnace is primary system, programmable thermostat is required- Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503272 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers- Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff(gas). Circulating system pipes insulated to � R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site-recovered energy- Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed &attached. Minimum efficiencies per Tables 503-2-3- Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat>1 OkW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 9/24/2013 8:14 AM EnergyGauge(@ USA-FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 67 The lower the EnergyPerformance Index, the more efficient the home. Atlantic Beach, FL, 32233-0000 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area a. Frame-Wood,Exterior R=19.0 3123.70 ft2 2. Single family or multiple family Single-family b. Frame-Wood,Adjacent R=19.0 225.19 ft2 3. Number of units,if multiple family 1 c. NIA R= ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10.Ceiling Types Insulation Area 5, Is this a worst case? No a-Under Attic(Vented) R=30.0 1389.00 ft2 6. Conditioned floor area(ft2) 2642 b. N/A R= ft2 c.N/A R= ft2 7. Windows- Description Area ft2 11. Ducts R ft2 a. U-Factor� Dbl,U=0.35 433.39 a. Sup:Attic,Ret:Attic,AH: 2nd Floor 6 528.4 SHGC: SHGC=0.30 b. U-Factor: N/A ft2 SHGC: 1Z Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. Central Unit 36.0 SEER:13.00 SHGC: d� U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC� a. Electric Heat Pump 36.0 HSPF:7.70 Area Weighted Average Overhang Depth: 3.364 ft. Area Weighted Average SHGC: 0.300 8. FloorTypes Insulation Area 14. Hot water systems Cap:40 gallons a.Slab-On-Grade Edge Insulation R=0.0 1253.00 ft2 a. Electric EF:0.92 b.Floor Over Other Space R=0.0 1253.00 ft2 c.other(see details) R= 136.00 ft2 b. Conservation features None 15. Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building -vAE ST Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection- Otherwise, a new EPL Display Card will be completed $51- ^A "s, based on installed Code compliant features- Builder Signature� Date� Address of New Home: - City/FL Zip: 0 WiE *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating- Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge&USA-FlaRes201 0 Section 405.4.1 Compliant Software TABLE 402.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 5 Paradise Preserve Builder Name: Elite Homes Street: Permit Office: Atlantic Beach City, State,Zip: Atlantic Beach, FL, 32233-0000 Permit Number, Owner: Elite Homes Jurisdiction: 261100 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier Exterior thermal envelope insulation for framed walls is installed in substantial contact and continuous alignment with building envelope air barrier. Breaks or joints in the air barrier are filled or repaired. Air-permeable insulation is not used as a sealing material. Air-permeable insulation is inside of an air barrier. Ceiling/attic Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. Attic access (except unvented attic), knee wall door, or drop down stair is sealed- Walls Corners and headers are insulated- Junction of foundation and sill plate is sealed. Windows and doors Space between window/doorjambs and framing is sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including Insulation is installed to maintain permanent contact with underside above-garage and cantilevered of subfloor decking. floors) Air barrier is installed at any exposed edge of insulation- Crawl space walls Insulation is permanently attached to walls. Exposed earth in unvented crawl spaces is covered with Class I vapor retarder with overlapping joints taped- Shafts, penetrations Duct shafts, utility penetrations, knee walls and flue shafts opening to exterior or unconditioned space are sealed. Narrow cavities Batts in narrow cavities are cut to fit, or narrow cavities are filled by sprayed/blown insulation- Garage separation Air sealing is provided between the garage and conditioned spaces- Recessed lighting Recessed light fixtures are air tight, IC rated, and sealed to drywall. Exception—fixtures in conditioned space. Plumbing and wiring Insulation is placed between outside and pipes- Batt insulation is cut to fit around wiring and plumbing, or sprayed/blown insulation extends behind piping and wiring. Shower/tub on exterior wall Showers and tubs on exterior walls have insulation and an air barrier separatinq them from the exterior wall. Electrical/phone box on Air barrier extends behind boxes or air sealed-type boxes are installed. Common wall Air barrier is installed in common wall between dwelling units. HVAC register boots HVAC register boots that penetrate building envelope are sealed to subfloor or drywall. Fireplace Fireplace walls include an air barrier. EnergyGauge&USA-FlaRes2010 Section 405.4.1 Compliant Software FILE COPY11 Residential System Sizing Calculation Summary Elite Homes Project TitI& Lot 5 Paradise Preserve Atlantic Beach, FL 32233-0000 9/24/2013 Location for weather data� Jacksonville, FL - Default& Latitude(30-5) Altitude(30 ft.) Temp Range(M) Humid�tydat& InteriorRH (50%) Outdoor wet bulb (7 F) Humidity difference(53qr-) Winter design temperature(MJ8 99%) 32 F Summer design temperature(MJ8 99%) 93 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 38 F Summer temperature difference 18 F Total heating load calculation 36140 Btuh Total cooling load calculation 34070 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btu h Total (Electric Heat Pump) 99.6 36000 Sensible (SHR = 0.75) 103.1 27000 Heat Pump+Auxiliary(O.OkW) 99.6 36000 Latent 1142 9000 Total (Electric Heat Pump) 1057 36000 WINTER CALCULATIONS Winter Heatinq Load (for 2642 sqft) Load component Load Window total 433 sqft 5764 Btuh Wall total 2874 sqft 8438 Btuh 1389 sqft 1681 Btuh Door total 42 sqft 730 Btuh Ceiling total Floor total See detail report 7200 Btuh Infiltration 146 cfm 6098 Btuh Duct loss 6228 Btuh Subtotal 36140 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 36140 Btuh SUMMER CALCULATIONS Summer Cooling Load (for 2642 sqft) Load component Load Window total 433 sqft 8555 Btuh Wall total 2874 sqft 4492 Btuh Door total 42 sqft 557 Btuh Ceiling total 1389 sqft 1902 Btuh LOW60"Iii3%) Floor total 89 Btuh V'Andows(25%) Infiltration 146 cfm 2888 Btuh Internal gain 1150 Btuh L-�,--t-1 24 1 Duct gain 6553 Btuh VMnd, Sens.Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 26186 Btuh Latent gain(ducts) 1626 Btuh Latent gain(infiltration) 5257 Btuh �(l 3%) Latent gain(ventilation) 0 Btuh Infil.(24%, Latent gain(intern al/occupants/oth er) 1000 Btuh Total latent gain 7884 Btuh TOTAL HEAT GAIN 34070 Btuh Di,ital, ,,nld by Til0my D, EnergyGauge@ Sy Garde' PREPARED BY: 'ffffifty D. DN CeN'=Timothy D.Gardner,C 'A 'I 8th Edition I;. lffi.LN the.7.r, DATE -G-a-r-d n e r and integ rity of this dowment 3-04'00' EnergyGauge®R USRRZB 0.1 Residential Window Diversity MidSummer Elite Homes Project Title- Lot 5 Paradise Preserve Atlantic Beach, FL 32233-0000 9/24/2013 Weather data for: Jacksonville - Defaults Summer design temperature 93 F Average window load for July 3937 Btuh Cooling setpoint 75 F Peak window load for July 5070 Btuh Summer temperature difference 18 F Excusion limit(130% of Ave.) 5118 Btuh Latitude 30.5 North Window excursion (July) None I WINDOW Average and Peak Loads Limit for excursion 5000.00 4000.00 - 12 Hour Averacie 3000.00 Z 2000.00 - 1000.00 - 0.00 8 a'm. 2 p'.rn. 4 p".m. 6 rj"m. 8 P'.M. a.m. Total July Window Load(Radiation and conduction) The midsummer window load for this house does not exceed the window load excursion limit. This house has adequate midsummer window diversity. EnergyGauge&System Sizing for Florida residences only PREPARED BY TWOth q D DATE Sel0tember"24, 2013 EnergyGaugeaD/USRRZB 0.1 Residential Window Diversity October Elite Homes Project Title: Lot 5 Paradise Preserve Atlantic Beach, FL 32233-0000 9/24/2013 Weather data for: Jacksonville - Defaults Summer design temperature 93 F Average window load for October 4516 Btuh Cooling setpoint 75 F Peak window load for October 5785 Btuh Summer temperature difference 18 F Excusion limit(l 30% of Ave.) 5870 Btuh Latitude 30.5 North I Window excursion (October) None WINDOW Average and Peak Loads E;CiO0,00 Limit fot excursion 5000.00 1 2Hour Average 4000.00 - iz 3000.00 0 '0 C 2000.00 - 1000.00 - 0.00 8 a'.M. 1 D -1 2 p m. 4 p.m. 6 rJ'.M. 8 P.M. a.m. Total October Window Load(Radiation and conduction) The October window load for this house does not exceed the window load excursion limit. This house has adequate October window diversity. EnergyGaugeO Systern izing r Florida residences only PREPARED BY: DATE September 24. 2013 EnergyGauge(D/USRRZB 0.1 System Sizing Calculations - Winter Residential Load - Room by Room Component Details Elite Homes Project Title: Lot 5 Paradise Preserve Atlantic Beach, FIL 32233-0000 Building Type: User 9/24/2013 Reference City: Jacksonville, FIL (Defaults) Winter Temperature Difference: 38.0 F (MJ8 99%) Component Loads for Room#1: Ist Floor Window Panes[Type Frame U Orientation Area(sqft) X HTM= Load 1 2, NFRC 0.30 Vinyl O�35 S 36.0 13.3 479 Btuh 2 2, NFRC 0.30 Vinyl 0.35 S 360 13.3 479 Btuh 3 2, NFRC 0.30 Vinyl 0.35 W 54.0 133 718 Btuh 4 2, NFRC 0.30 Vinyl 0.35 IN 54.0 13.3 718 Btuh 5 2, NIFRC 030 Vinyl 0.35 E 480 13.3 638 Btuh Window Total 228-0(sqft) 3032 Btuh Walls Type Ornt- Ueff- R-Value Area X HTM= Load (Cav/Sh) 1 Frame-Wood -Adj (0077) 19.0/0-0 207 2.94 609 Btuh 2 Frame -Wood - Ext (0.077) 19.0/0.0 128 2.94 377 Btuh 3 Frame -Wood - Ext (0.077) 19-0/0-0 109 2-94 319 Btuh 4 Frame-Wood - Ext (0.077) 19.0/0-0 393 2.94 1154 Btuh 5 Frame-Wood - Ext (0.077) 19.0/0.0 279 2.94 819 Btuh 6 Frame-Wood - Ext (0.077) 190/00 174 2.94 510 Btuh Wall Total 1290(sqft) 3787 Btuh Doors Type Storm Ueff- Area X HTM= Load 1 Insulated -Garage, n (0-460) 18 17.5 311 Btu h 2 Insulated - Exterior, n (0.460) 24 17.5 420 Btuh Door Total 42(sqft) 73013tuh Floors Type Ueff. R-Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 154.8 ft(perim.) 44.8 6941 Btuh Floor Total 1253 sqft 6941 Btuh Room Envelope Subtotal: 14491 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.35 12530 0.45 65.5 2737 Btuh Duct load Average seated, Supply(R6.0-Attic),Return(R6.0-Attic) (DLM of 0.208) 3587 Btuh Room#1 Sensible Room Subtotal 20815 Btuh EnergyGauge®R /USRRZB v3.1 Page I Manual J Winter Calculations Residential Load - Component Details (continued) Elite Homes Project Title: Lot 5 Paradise Preserve Atlantic Beach, FL 32233-0000 Building Type: User 9/24/2013 Component Loads for Room#2: 2nd Floor Window Panes/Type Frame U Orientation Area(sqft) X HTM= Load 6 2, NFRC 0.30 Vinyl 035 S 6&9 13.3 916 Btuh 7 2, NFRC 0.30 Vinyl 0.35 W 15.5 13-3 206 Btuh 8 2, NFRC 0.30 Vinyl 0.35 W 120 13.3 160 Btuh 9 2, NFRC 0.30 Vinyl 0.35 W 27.0 13.3 359 Btuh 10 2, NFRC 0.30 Vinyl 035 N 46-5 13.3 618 Btuh 11 2, NFRC 0-30 Vinyl 0.35 N 6.0 13.3 80 Btuh 12 2, NFRC 0.30 Vinyl 0.35 E 8-0 13.3 106 Btu h 13 2, NFRC 0.30 Vinyl 0.35 E 6.0 13.3 80 Btuh 14 2, NFRC 0.30 Vinyl 0.35 E 15.5 13.3 206 Btuh Window Total 205.4(sqft) 2732 Btuh Walls Type Ornt- Ueff. R-Value Area X HTM= Load (Cav/Sh) 7 Frame-Wood - Ext (0-077) 19-0/0.0 316 2.94 928 Btuh 8 Frame-Wood - Ext (0-077) 19.0/0.0 455 2.94 1337 Btuh 9 Frame -Wood - Ext (0.077) 19.0/0-0 333 2.94 976 Btuh 10 Frame-Wood - Ext (0077) 19.0/0.0 480 2.94 1410 Btuh Wall Total 1584(sqft) 4651 Btuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load I Vented Attic/L/Shing (0.032) 30-0/0.0 1389 12 1681 Btuh Ceiling Total 1389(sqft) 168113tuh Floors Type Ueff- R-Value Size X HTM= Load 2 Interior (1.180) 0-0 1253-0 sqft 0.0 0 Btuh 3 Raised -Open (0050) 19.0 136-0 sqft 19 259 Btuh Floor Total 1389 sqft 259 Btuh Room Envelope Subtotal: 9323 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.35 12501 0-55 80.5 3361 Btuh Duct load Average sealed, Supply(R6.0-Attic),Return(R6.0-Attic) (DLM of 0.208) 2641 Btuh Room#2 Sensible Room Subtotal 15325 Btuh EnergyGaugeO)/USRRZB v3.1 Page 2 Manual J Winter Calculations Residential Load - Component Details (continued) Elite Homes Project Title: Lot 5 Paradise Preserve Atlantic Beach, FL 32233-0000 Building Type: User 9/24/2013 �HOLE HOUSE TOTALS Subtotal Sensible Heat Loss 36140 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 36140 Btuh EQUIPMENT 1- Electric Heat Pump # 36000 Btuh Key:Window types-NFRC(Requires U-Factor and Shading coefficient(SHGC)of glass as numerical values) or-Glass as'Clear or'Tint'(Uses U-Factor and SHGC defaults) U-(Window U-Factor) HTM-(ManuaiJ Heat Transfer Multiplier) Version 8 EnergyGauge&/USRRZB v3.1 Page 3 System Sizing Calculations - Summer Residential Load - Room by Room Component Details Elite Homes Project Title: Lot 5 Paradise Preserve Atlantic Beach, FL 32233-0000 9/24/2013 Reference City: Jacksonville, FL Temperature Difference: 18-OF(MJ8 99%) Humidity difference: 53gr. Component Loads for Room#1: 1st Floor TIW* Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Ornt Len Hgt Gross Shaded Unshaded Shaded Unshaded 1 2 NFIRC 0.30,0.35 No No S 8.8ft 1.5ft 3&0 36.0 0.0 13 15 453 Btuh 2 2 NFRC 0.30,0.35 No No S 1.5ft 1 1.0f 36.0 0.0 36-0 13 15 547 Btuh 3 2 NFRC 0.30,0.35 No No W 1.5ft 1 1.0f 54.0 0.0 54.0 13 35 1898 Btuh 4 2 NFRC 0.30,0.35 No No N 1.5ft 1 1.0f 54.0 0.0 54.0 13 13 679 Btuh 5 2 NFRC 0.30,0.35 No No E 12.8f 2.Oft 48.0 48.0 0.0 13 35 603 Btuh Window Total 228(sqft) 4180 Btuh Walls Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath I Frame-Wood-Adi 0.08 19.0/0.0 207A 1.4 289 Btuh 2 Frame-Wood-Ext 0.08 19.0/0.0 128.2 1.6 202 Btuh 3 Frame-Wood-Ext 0.08 19.0/0.0 108.5 1.6 171 Btuh 4 Frame-Wood-Ext 0.08 19.0/0.0 393.0 1.6 620 Btuh 5 Frame-Wood-Ext 0.08 19.0/0.0 278.8 1.6 439 Btuh 6 Frame-Wood-Ext 0.08 19.0/0.0 173.8 1.6 274 Btuh Wall Total 1290(sqft) 1995 Btuh --d-o-om Type Area (sqft) HTM Load 1 Insulated-Garage 17.8 13.3 237 6tuh 2 Insulated-Exterior 24.0 13.3 320 Btuh Door Total 42 (sqft) 557 Btuh Floom Type R-Value Size HTM Load 1 Slab On Grade 0.0 1253(ft-pedmetei) 0.0 0 Btuh Floor Total 1253.0(sqft) 0 13tuh Zone Envelope Subtotal: 6732 13tuh Infiftration Type Wholehouse ACH Volume(cuft)Wall Ratio CFM= Load Natural 0.35 12530 0.45 65.5 1296 Btuh Intemall Occupants Btuh/occupant Appliance Load gain X 230 + 0 230 Btuh Sensible Envelope Load: 8259 13tuh Duct load Average sealed,Supply(1116.0-Aftic),Return(R&O-Atfic) (DGM of 0.334) 2757 l3tuh Sensible Zone Load 11016 Btuh EnergyGaugeO USRRZB 0.1 Page I Manual J Summer Calculations Residential Load - Component Details (continued) Elite Homes Project Title: Climate:FL-JACKSONVILLE-INTL-ARPT Lot 5 Paradise Preserve Atlantic Beach, FL 32233-0000 9/24/2013 Component Lo ads for Room#2: 2nd Floor Type* Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Ornt Len Hgt Gross Shaded Unshaded Shaded Unshaded 6 2 NFRC 0.30,0.35 No No S 1.5ft 1.5ft 68.9 68.9 0.0 13 15 866 7 2 NFRC 0.30,0.35 No No W 1.5ft 9.0ft 15.5 0.0 15.5 13 35 545 Btuh 8 2 NFRC 0,30,0.35 No No W 1.5ft 1.0ft 12.0 1.5 10.5 13 35 389 Btuh 9 2 NFRC 0.30,0.35 No No W 1.5ft 1.0ft 27.0 2.2 24.8 13 35 900 Btuh 10 2 NFRC 0.30,0.35 No No N 1.5ft 6.011 46.5 0.0 46.5 13 13 585 Btuh 11 2 NFRC 0,30.0.35 No No N 1.5ft 1.Dft 6.0 0.0 6.0 13 13 75 Btuh 12 2 NFRC 0.30,0.35 No No E 1.5ft 1.0ft 8.0 1�0 7.0 13 35 259 Btuh 13 2 NFRC 0.30,0.35 No No E 1.5ft 4.011 6.0 0.0 6.0 13 35 211 Btuh 14 2 NFRC 0.30,0.35 No No E 1.5ft 6.Oft 15.5 0.0 15.5 13 35 545 Btuh Window Total 205(sqft) 4374 Btuh U-Value R-Value Area(sqft) HTM Load Cav/Sheath 7 Frame-Wood-Ext 0.08 19.010.0 316.1 1.6 498 13tuh 8 Frame-Wood-Ext 0.08 19.010.0 455.2 1.6 718 Btuh 9 Frame-Wood-Ext 0.08 19.0/0.0 332.5 1.6 524 Btuh 10 Frame-Wood-Ext 0.08 19.0/0.0 480.2 1.6 757 Btuh Wall Total 1584 (sqft) 2497 Btuh Ceilings Type/Color/Surface U-Value R-Value Area(sqft) HTM Load I Vented Attic/Light/Shingle 0.032 30.010.0 1389.0 1.37 1902 Btuh Ceiling Total 1389 (sqft) - 1902 Btuh Floom Type R-Value Size HTM Load 2 Interior 0.0 1253(sqft) 0.0 0 Btuh 3 Raised-Open 19.0 136(sqft) 0.7 89 Btuh Floor Total 1389.0 (sqft) - 89 Btuh- Zone Envelope Subtotal: 8862 Btuh Infiltration Type Wholehouse ACH volume(cuft)Wall Ratio CFM= Load Natural 0.35 12501 0.55 80.5 1592 Btuh Internal Occupants Btuh/occupant Appliance Load gain 4 X 230 + 0 920 Btuh Sensible Envelope Load: 11374 Btu h Duct load Average sealed,Supply(R6.0-Attic),Retum(R&C-Atfic) (DGM of 0.334) 3797 Btuh Sensible Zone Load 15171 Btuh EnergyGauge(R)/USRRZB 0.1 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Elite Homes Project Title- Climate�FL—JACKSONVILLE—INTL—ARPT Lot 5 Paradise Preserve Atlantic Beach, FIL 32233-0000 9/24/2013 EnergyGauge&/USRRZB v3.1 Page 3 Manual J Summer Calculations Residential Load - Component Details (continued) Elite Homes Project Title: Cl i mate:FL—JAC KSONVI LLE-1 NTL—ARPT Lot 5 Paradise Preserve Atlantic Beach, FL 32233-0000 9/24/2013 WHOLE HOUSE TOTALS Sensible Envelope Load All Zones 19633 l3tuh Sensible Duct Load 6553 Btu h Total Sensible Zone Loads 26186 Btuh Sensible ventilation 0 Btu h Blower 0 Btu h Whole House Total sensible gain 26186 Btuh Totals for Cooling Latent infiltration gain (for 53 gr- humidity difference) 5257 Btu h Latent ventilation gain 0 Btuh Latent duct gain 1626 Btu h Latent occupant gain (5.0 people @ 200 Btuh per person) 1000 Btu h Latent other gain 0 Btuh Latent total gain 7884 Btuh TOTAL GAIN 34070 Btuh EQUIPMEN 1. Central Unit # 36000 Btu h *Key� Window types(Panes-Number and type of panes of glass) (SHGC-Shading coefficient of glass as SHGC numerical value) (U-Window U-Factor) (InSh-Interior shading clevice�none(No),Blinds(B), Draperies(D)or Roller Shades(R)) - For Blinds:Assume medium color,half closed For Draperies:Assume medium weave,half closed For Roller shades:Assume translucent,half closed (IS-Insect screen: none(N),Full(F)or Half(/2)) (Omt-compass odentation) Version 8 EnergyGaugeD/USRRZB v3.1 Page 4 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs cij,66P by others. FILE COPY MiTek RE: 131928- Elite Homes L5 Paradise Reserve -M&k USA, Inc. 6904 Parke East Blvd. Site Information: Tampa,FL 33610-4115 Customer Info: Elite Homes Project Name: L5 Paradise Reserve Model.. Lot/Block: 5 Subdivision: Paradise Reserve Address: Paradise Circle City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: License#: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FRC2010/TP12007 Design Program: MiTek 20/20 7.3 Wind Code: ASCE 7-10 Wind Speed: 1330 mph Floor Load: 55.0 psf Roof Load: 32.0 psf This package includes 40 individual, dated Truss Design Drawings and 0 Additional Drawingg..,. z , � Z With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and!N§�JdeEsh Li?et conforms to 61 G1 5-31.003, section 5 of the Florida Board of Professional Engineers R I esg is=2 2! :N:O: =No. =Seai# C-5 _SeaI# Truss Name I Date JTruss NameTD a I -g 1 C., t= N 11 IT5027533 IA01 19/13/013118 IT5027550...JE02 19/13/0131 3: Cr Z 12 IT5027534 I A02 19/13/013 119 IT5027551 F01 19/1310131 E! C, 2!4!, 13 IT5027535 IA03 19/13/ol3 120 IT5027552 IF02 19/13/0131 14 IT5027536 I A04 19/13/013 121 IT5027553 IF03 19113/MJ W CD CZ Cn 15 IT5027537 IA05 19/13/013 122 IT5027554 IF03G 19/13/0131 - E C . 2 - E3 0 0 _U C) 16 lT5027538 I A06 19/13/013 123 IT5027555 IF04 19/13/0131 17 IT5027539 IA07 19/13/013 124 IT5027556 IF05 19/13/013J CX 18 IT5027540 IA08 19/13/013 125 [T5027557 IF06 1 9/13/01�j Q1:_2 CC LU�m 19 IT5027541 IA09 19/13/013 126 IT5027558 IF07 19/13/0131 Z 110 IT5027542 IB01 19/13/01 559 IF08 L,; 3 27 T5027 Ill IT5027543 IB02 19/13/013 128 IT5027560 IF09 19/13/01-3] 121 0<> C, Z 112 IT5027544 1803 19/13/01.3.129 IT5027561 IF10 19/131013.1 Cr�_;CD LW V) 113 IT5027545 IC01 19/13/013 130 19/1 JT5027562 IF11 3/013 K cc CA 2t 114 IT5027546 ICO2 19/13/013 131 IT5027563 IF1 19/131013 UJ 115 IT5027547 ID01 19/13/013 132.. IT5027564 JF15 19/13/0 0 0 116 J 9/13/013 133 IT5027565 IF16 19/13/0131 117 IT5027549 JE01 19/13/013 134 IT5027566_ IF18 19/1310131 %%0t,1111111101 The truss drawing(s)referenced above have been prepared by MiTek % ()UINV Industries,Inc.under my direct supervision based on the parameters E 3 provided by TrussMart Bldg Compts, LLC. No 68 8 Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28,2015. STATE OF :4Zj IMPORTANT NOTE:Truss Engineer's responsibility is solely for .*441 design of individual trusses based upon design parameters shown .*,�. Z. 0 R \9 --' \ ':' on referenced truss drawings. Parameters have not been verified C-P 1:1 6�X*, \A as appropriate for any use. Any location identification specified is \_ - .% for file reference only and has not been used in preparing design. 11111111110", Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, FL Cert. 663 per ANSI/TPI-1, Chapter 2. September 13),2013 Velez,Joaquin I of 2 RE: 131928 - Elite Homes L5 Paradise Reserve Site Information: Customer Info: Elite Homes Project Name: L5 Paradise Reserve Model: Lot/Block: 5 Subdivision: Paradise Reserve Address: Paradise Circle City: Atlantic Beach State: FL No -E# Seal T ss Name Date ---Fry 1 135 IT5027567 IF20 19/13/013 J 136 IT5027568 IF21 19/13/013 137 IT5027569 I FT01 19/13/013J 138 IT5027570 IFT02 19/13[0131 139 IT5027571 IFT03 19/13/013 140 IT5027572 IJ01 19/13/013J 2 of 2 4 Job Truss _Luss TpTe Ply T50127534 131928 A02 C.__.. russ 1 1 Elite Homes L5 Paradise Reserve Job.ReferencetoPtionatl--------- P g TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Fri Sep 13 03:01:17 2013 Page ID:UG085XpINY2KJntdNqM2feyeCI5-aNFZURNlC8DyWf7hxLxb5Fbi6uYAu ?P?bysOKyeB 20-1-0 5-2-7 4x4 Scale�1/4'=1' 4 9 10 9.00 112 I.r.4 1.5x4 5 3 1,5x4 it 6 2 X 0 TI 0 ..—+ 30 7 3A 5X8 20-1-0 20-1-0 Plate Oftets(X.Y): r7:0-3-0,0-3-41 LOADING(pso SPACING 2-0-0 CS1 DEFIL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0.21 2-7 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -0.37 2-7 >641 180 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.02 6 n/a n/a Weight:99 lb FT=0% BCDL 5.0 Code FRC2010/TPI2007 (Matrix) LUMBER BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 FMTek reeworrinnend.that St.bifiziarss and inaq uired cross bracing be �=1,1,ecl during truss erection,in accordance with Stabilizer .b Dn guide REACTIONS (lb/size) 6=526/0-5-8 (min.0-1-8),2=61410-5-8 (min.0-1-8) Max Horz 2=244(LC 9) Max Uplift6=-254(LC 10),2=-365(LC 10) Max Grav 6=623(LC 2),2=731(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOPCHORD 2-8=-8321370,3-8=-803/392,3-9=-683/342,4-9=-659/358,4-10=-670/367,5-10=-693/345, 5-11=-780/406,6-11=-824/391 BOTCHORD 2-7=-194/650,6-7=-2271608 WEBS 4-7=-242/564,5-7=-349/271,3-7=-362/230 NOTES 1)Unbalanced roof live loads have been considered for this design. f;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.11;Exp ItII1111111111111 2)Wind:ASCE 7-10;Vult=1 30mph(3-second gust)Vasc1=1 01 mph;TCDL=4.2psf;BCDL=3.Ops 0\31 N Vj� le C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-7-1 to 1-4-15,Interion(l)1-4-15 to 7-0-8,Exterior(2)7-0-8 to 10-0-8. ** 0 .......... Interion(l)13-0-8 to 16-10-4 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed fora 10.0 psfbottom chord live load nonconcurrent with any otherliveloads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit N 68182 between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 254 lb uplift at joint 6 and 365 lb uplift at joint 2. ;; '-, -rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ,b F 6)"Semi T LOAD CASE(S) Standard 40 e fill 1111101"i' i FL Cert. 6634 September 13,2013 44/ c-, WAR 73 EFOREUSE. V�ify d.ign p�,,rndns and PEAD NOTES ON THIS AND INCLUDBD 1&TEKP"ERRWE PAGE 191 74 B Design valid for use only with MiTek connectors.This design is based only upon parameters Shown.and is for on individual building component. Applicability of design parometers and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek' er ctor.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 8 nd BCSi Building Component 6904 Parke East Blvd fabrication,quality control,storage,delivery,erection and bracing,consult All Quality criteria,DSB-89 a Tarripa,FL 336104115 Safety information 10 ble from T SS Plate Institute.781 N.Lee Street.Suite 312,Alexandria,VA�,2314. — If Sdu them. PineVirlumber jj�4wli:.Xed,the de�ign value, .Iffethre lifilal/2013 tyVALSIC ..s are rho,�p p Job Truss Truss Type �Oty Ply 1�Elite Homes L5 Paradise Reserve T5027536 131928 A04 Common Truss 2 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Fn Sep 13 03:01:20 2013 Pagell ID:UG085XpINY2KJntdNqM2feyeCI5-_yxi6TPwU3bXN7sFdTUljtDDR5ak5KprhZAWOfyeBa 2 5-2-7 'Mi 4-10-1 4x4 Scale 1:53.4 5 10 g.00 5_2 1.5x4 11.50-5�' 4 6 12 7 3x4 8 3 L 3.4 3.6 5x8 19-7-8 0_0_8 9-7-0 Plate Offsets(X.Y): [8:0-3-14.0-0-51,[9:0-3-0.0-3-01 LOADING(psf) SPACING 2-0-0 CS1 DEFL in floc) I/clefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) -0.18 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0.32 8-9 >737 180 BCLL 0.0 Rep Stress Incr YES WB 027 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code FRC201 01TIP12007 (Matrix) Weight:105 lb FT=0% LUMBER BRACING i TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 iTek recommends that Stabilizers and required cross bracing be--� SLIDER Right 2x4 SP No.2 2-11-3 installed during truss erection,in accordance with Stabilizer Installationguide. i REACTIONS (lb/size) 8=519/Mechanical,3=613/0-5-8 (min.0-11-8),2=86/0-3-8 (min.0-1-8) Max Horz 3=258(LC 9) Max Uplift8=-255(LC 10),3=-227(LC 10),2=-153(LC 10) Max Grav 8=615(LC 2),3=725(LC 2),2=1 08(LC 21) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-819/401,4-10=-6571353,5-10=-634/368,5-1 1=-621/362,6-1 1=-644/347, 6-12=-734/406,7-12=-749/394,7-8=-791/388 BOTCHORD 3-9=-208/637,8-9=-214/569 WEBS 6-9=-316/253,4-9=-319/246,5-9=-243/502 NOTES 1)Unbalanced roof live loads have been considered for this design. t1111111111, 1 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=1 01mph;TCDL=4.2psf;BCDL=3.Opsf:h=25ft;B=45ft;L=24ft:eave=4ft;Cat.11;Exp ,� 0\31 N C;Encl.,GCpi=O.18;MWFRS(directional)and C-C Exterior(2)-3-1-1 to-0-1-1,Interior(l)-0-1-1 to 7-0-8,Exterior(2)7-0-8 to 10-0-8, .... .. Interior(l)13-0-8 to 16-7-8 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for 0 00 1�1 . -S E N reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psfbottorn chord live load nonconcurrent with any other live loads. -6-0 tall by 2-0-0 wide will fit N 68182 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 Q� between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 255 lb uplift at joint 8,227 lb uplift at joint 3 and 153 lb uplift at joint 2. -,-33 T 44./ 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. 0 44/ 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. .0� t9& LOAD CASE(S) Standard 'if I III FL Cert. 6634 September 13,2 13 A wARKrN,- wnfy desty�jparamd�,,arJPFADNDTM ON THIS AND IWLUDEO JWTEK REFEREW-E PAGE J61 7473 BEFOREUSE 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 parameters and proper incorporation of component is responsibility of building designer-net truss designer.Bracing shown is for lateral support of individual web rnembers only.Additional temporary bracing to insure stability dudrg construction is the responsibillity of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabricotionr quality control,storage,delivery.erection and bracing.consult ANSI/TPII Quality Criteria.DSB-89 and 5CSI Building Component 6904 Parke East Blvd. :Sdety Information Ivalloble from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VAJ,2J1,4,,,3 Tampa,I'L 33610-4115 Iflimitherrilkine SP limiriber r.sWetifi*qJ.the desisnvaltr�m'e Itlose effective0fi a 4y,A LSC I Job Truss Truss Type CIty omes L5 Paradise Reserve T5027538 131928 A06 Common Truss 6 ference tional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Fri Sep 13 03:01.22 2013 Page I ID:UGO85XpINY2KJntdNqM2feyeCI5-xK3SXgRAOgrFcQOekuWmolJY3vF2ZEk89tfd4XyeBCtK 14-10.9 '1-7 4-10-1 4-11-3 4x4 Scale:1/4"=l' 3 9.00[1-2 8 9 1.5x4 1.5x4 2 4 X900[-12 8 .5 1.5x4 2'�:' 14 x 10 7 3x4 6 3x8 6xB 10-0-8 19-9-12 10-0-8 QQ4 Plate Offsets(X.Y): [5:0-3-0,0-0-51.[6: -0.0-3-41 LOADING(psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) -0.21 1-6 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.76 Vert(TL) -0.38 1-6 >626 180 BCLL 0.0 Rep Stress Incr YES WEI 0.30 Horz(TL) 0.02 5 n/a n/a BCDL 5.0 Code FRC201 O/TPI2007 (Matrix) Weight:96 lb FT=0% LUMBER BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 5-11-13 oc purlins. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SO No.3 FMTek recommends that Stabilizers and required cross bracing beA WEDGE installed during truss erection,in accordance with Stabilizer Right:2x4 SP No.3 Installation guide. REACTIONS (lb/size) 1=532/Mechanical,5=532/Mechanical Max Horz 1=-220(LC 8) Max Uplift 1=-262(LC 10),5=-262(LC 10) Max Grav 1=630(LC 2),5=630(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(1b)or less except when shown. TOPCHORD 1-7=-845/416,2-7=-799/431,2-8=-693/365,3-8=-669/388,3-9=-6561382,4-9=-680/359, 4-10=-771/425,5-10=-828/410 BOTCHORD 1-6=-249/685,5-6=-239/606 WEBS 3-6=-276/560,4-6=-340/267,2-6=-367/280 NOTES 1)Unbalanced roof live loads have been considered for this design. sf;h=25ft;B=45ft;L=24ft:eave=4ft;Cat.11:Exp 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Op ...... C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-12 to 3-0-12,Interior(l)3-0-12 to 7-0-8.Exterior(2)7-0-8 to 10-0-8, E N Interior(l)13-0-8 to 16-9-0 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for �'\0 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. ill fit N 68182 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide w between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 262 lb uplift at joint 1 and 262 lb uplift at joint 'J T F 5. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. % i LOAD CASE(S) Standard FL Cert. 6634 September 13,2013 WARNING--V�-ify d,-�iyn pa�amef�!s and READ ff-)TES ON THIS AND INCLUDED MITEK REFEFENCE PACE Aff"74 73 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shownr and is for on individual building component. Applicability of design parameters Ono 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 responsiWi lity of the MiTek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,duality control,storage,delivery,erection and bracing.consult ANSI/Ml Quality Criteria,DSB-89 and scsi sundong Component 6904 Parke East Blvd Safety InIormation 1voilable from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA/,2314. T—pa.FL 33610-4115 .outhe,nPipe SP Iturtber ri�Wet ified,the de�ign vallies are thO-se effPc-thte 06 01/1013bvAL-SC, Truss Type oty Ply Elite Homes L5 Paradise Reserve T5027539 ss 131928 A70 7 Common Truss 1 Job 2 Job RefewnceAgotianall-- TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Fri Sep 13 03:01:26 2013 Page: ID:UG085XpINY2KJntdNqM2feyeCI5-p5lzNWUh4vMg52JPzjbiz8TA5WbtVzZk4VdrDJyeBO NOTES 12)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate lncrease=1.25 1 Uniform Loads(plf) Vert:1-2=44,2-3=-56,3-5=-44,5-7=-44,3-7=-10 Concentrated Loads(lb) Vert:10=-522(F)12=-513(F)13=-513(F)14=-513(F)15=-522(F)16=-522(F)17=-522(F)18=-522(F)119=-522(F) 00 IN V 0 GENS*-.. cc T F FL Cert. 6634 September 13,2013 WAWING,Yer�p design pw'amd�--and READ NOTES ON THIS AND INCLUDED,110TEK WEREIKE PAGE W1 74T3 BEFORE USE, Design valid far use on,ly with Milek connectors.This design is based only upon parameters shown,and is for on individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown bracing to insure stability during construclon is the resPonsibillity of the is for lateral support of individual web members only.Additional temporary i MiTek' er ctor.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding ,de a,DSB-89 and BCSI Building Component 6904 Parke East Eilv& brication.quality control,storage,delivery,erection and bracing.consult ANSI/TPII Quality Crited sa�et Infornrialion )at,Suite 312.Alexandria,g,�.23 Tampa,FL 33610-4115 V Y 10 ble from Truss Plate Institute,781 N.Lee Sir( effective 0013 t,A1.5C, .d.thern PirielsfivilAnbel a wpcifiecl'fte de.ogn Values are these 4 Job Truss Type City Ply Elite Homes L5 Paradise Res rve T5027 1 131928 7,,,uss GABLE Job Re TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTelk Industries,Inc. Fri Sep 13 03:01:30 2013 Page ID:UG085XpINY2KJntdNqM2feyeCI5-itYUCuXB88s6afdACZge7—eys797Ru?K-6b2M4yeBqp 19-9-12 -A-6=0 10 9-9-4 4x4 Scale:1/4"=l' 8 g.00 5_2 6 'o 5 2.8 12 1'3 EB 4x4 22 21 20 19 18 17 16 15 14 4x8 5x8� 4x4 19-9-12 19-9-12 Plate Offsets(X.Yl: [2:0-1-0,0-1-141,[3:0-6-aQ:Q-41,[13:0-3-0,0-2-01,FI4:0-".0-2-0l.[18:0-4_-00-3-01 LOADING(psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.21 Vert(LL) -0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) -0.01 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WEI 0.16 Horz(TL) 0.00 13 n/a n/a BCOL 5.0 Code FRC2010)rPI2007 (Matrix) Weight:123 lb FT=0% LUMBER BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOTCHORD 2x4 SIP No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 iTek recommends that Stabilizers and required cross bracing be SLIDER Right 2x4 SP No.2 1-0-9 ristalled during truss erection,in accordance with Stabilizer 5t allation-g-vide REACTIONS All bearings 19-9-12. (lb)- Max Horz 2=234(LC 9) Max Uplift All uplift 100 lb or less at joint(s)2,13,14,18,19,22,17,15 except 20=-101(LC 10),21=-102(LC 10),16=-102(LC 10) Max Grav All reactions 250 lb or less at joint(s)2,13,14,18,19,20,21,22,17,16,15 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=1 30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-1-7-1 to 1-4-15,Exterior(2)1-4-15 to 7-0-8,Comer(3)7-0-8 to 10-0-8, Extedor(2)13-0-8 to 16-8-0 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 00 1 N V 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 ANSIITPI 1-2002. 0 4)All plates are 1.5x4 MT20 unless othermse indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. Nq__�68182 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Z * : 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. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,13,14,18,19,22,17, 44J Z T F 15 except Ot=lb)20=101,21=102,16=102. C) 44/Z 10)"Semi-rigid pitchbreaks including heels*Member end fixity model was used in the analysis and design of this truss. A' LOAD CASE(S) Standard .*4flj FL Cert. 6634 September 13,2013 ,&iVAwN-, ds�tan pu�amet�-s and READ NOTF-5 ON THIS AND INCLUDED PUTEE REFF-REME PAGE P111 7473 BEFORE USk Design valid for use only vith MiTek connectors.This design is based only upon parameters sho,vn.and is for an individual building component. Applicalbility of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.siccing sho-n is for lateral support of individual-eb 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 MiTek fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Quality Criteria,OSB-89 and BCSI Bullcling Component 6904 Parke East Blvd. Safety Information 1vorible from Truss Plate Institute,781 N.Lee Street.Suite 312 Alexandria.VAJ2314. Tampa,FL 33610-4115 ](Southern Pine SP l0albe r is Wet WWII,Ithe jj�&ign�attws I 011/2013byALSC 4 Job Truss Truss Type ally Ply Elite Homes L5 Paradise Reserve T5027542 1311928 Bol GABLE 3 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Fri Sep 13 03:01:34 2013 Page NOTES ID:UG085XpINY2KJntdNqM2feyeCI5-aen?2FaiBMMY2GwyRPkaHqoWOkOONdHvvkZGVryeB(I I 10,Provide mechanical connection'by others,of truss to bearing plate capable olvirithtandin,100 lb uplift at joint's,except ljl�lb,1�1190,7�1686, 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 12)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 0-8-12 from the left end to 10-8-12 to connect truss(es)A06(1 ply 2x4 SP) to back face of bottom chard. 13)Fill all nail holes where hanger is in contact with lumber. 1 4)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148W.25")toe-nails,For more details refer to MiTek's ST-TOENAIL Detail. 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)721 lb down and 375 lb up at 12-8-12,and 721 lb down and 375 lb up at 14-8-12,and 721 lb down and 375 lb up at 16-8-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:11-4=44,4-7=-44,1-7=-1 0 Concentrated Loads(lb) Vert:10=2(F)1 1=-522(B)22=-522(B)23=2(F)24=-522(B)25=2(F)26=2(F)27=-522(B)28=-522(B)29=2(F)30=-522(B)31=2(F)32=-604 33=2(F)34=-604 35=2(F) 36=2(F)37=-604 00 IN V 0 E N N 68 182 F S if '11 FL Cert. 6634 September 13,2013 AwAlzmni) Vet-ify design parametis andREAD M07W ON THIS AND INCLUDED MTEKREFEREIKE PAGE P171 7473 BEFORE USE Design volid for use on,ly with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters 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 brocing to insure stability during construction is the responsibillity,at the MiTek' erector.Additional permanent brocing of the overall structure is the responsibility of the building designer For general guidance regarding fabrication.quality control,storage,delivery,erection and brocing.consult ANSIM11 Quality criteria,DSB-89 and BCSI Building Component 69G4 Parke East Blvd. Safety Information 7vofibie from Truss Plate Institute.781 N.Lee Street,Suite 312.Alexandria,VA?,2314. Tampa,FL 33610-4115 —If liouthel n pine SP ltnnbe!,�W*K.ilfied,the d,�sign values are t1105V Pffective 06101/2013 4Y At SC Truss Elite Hom J Truss Type City Ply as L5 Paradise Reserve ob Truss T5027544 131928 B03 GABLE 1 1 (opkio Job=Refewwal m —TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Fri Sep 13 03:01:36 2013 Page I ID:UG085XpINY2KJntdNqM2feyeCI5-W1 viTxbyj_cGia4KZqm2NFuyTYBzrdyCN22NajyeBOj -6-0 3-4-8 -4--B-3-0 6-0 3-4-8 3-4-8 1-" Scale 1 22.0 40 4 g.00 Fi-2 3x4-�' 5 3X4 3 2. n IXYX X1X-1X<X1X/YY'X'YY1<57 7 8 4x4 1.5x4 11 40 FLQ-n 6-9-0 Plate Offsets MY): [2:0-1-_80-1-iOl.[6:0-1-8.0-1-101 --- LOADING(psq SPACING 2-0-0 CS1 DEFIL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) -0.01 7 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.08 Vert(TL) -0.01 7 n/r 120 BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(TL) 0.00 6 n/a n1a BCDL 5.0 Code FRC2010ITP12007 (Matrix) Weight:36 lb FT=0% LUMBER BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 FIM.Tek recommend.that Stabilizers and required cross bracing be I installed during truss erection,in accordance with Stabilizer U—nstallation guide. REACTIONS (lb/size) 2=153/6-9-0 (min.0-1-8),6=153/6-9-0 (min.0-1-8),8=199/6-9-0 (min.0-1-8) Max Horz 2=97(LC 9) Max Uplift2=-169(LC 10),6=-169(LC 10),8=-11(LC 10) Max Grav 2=194(LC 21),6=194(LC 22),8=235(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 4-8=-378167 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l 30mph(3-second gust)Vasd=101mph:TCDL=4.2psf;BCDL=3.Opsf:h=25ft:B=45ft;L=24ft;eave=2ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown:Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable 001N V End Details as applicable,or consult qualified building designer as per ANSI/TPI 1-2002. 4)Gable requires continuous bottom chord bearing. E N s 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0-0 wide will fit Nq�)68182 between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8 except Ot--lb)2=169, 6=169. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. T F 44/ LOAD CASE(S) Standard FL Cert. 6634 September 13,2113 WARNING W�i dt-sign POU',IM&�'S aAd?-EADW)1E,'ON THISAND INCLLMED XgTBKRFFEF9WE PAGE M- 1 7473 BEFORE ME. IN d is for an individual building component. Design valid for use only with MiTelk connectors.This design is based only upon parameters shown.an shown Applicability of design porarneters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek erector.Additional pemonent brociog of the overall structure is the responsibility of the building d( igner.For general guidance regarding fabrication,quality control,storage.delivery.erection and bracing,consult ANSI/TPII Quality Criteria,DSS-89 and BCS1 Building Component 6904 Parke East Blvd. ScItinformallion in ite.781 N.Lee Street,Suite 312.At affl�� Tampa,FL 33610-4115 f Mible from Truss Plate Insliti exandria, 0 013 by A LSIC tbern P'ne. ,,mbe r j.jpecifj4.�.jj,the de.�ign valto-nare those effe Alve I Job Trus Truss Type �Oty Ply Elite Homes L5 Paradise Reserve T5027546 131928 CO2 Special Truss 1 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Fri Sep 13 03:01:40 2013 Page I ID:UG085XptNY2KJntdNqM2feyeCI5-Po8GJIeTnC7hmBO5ogr�_X52fL9ZInOgolgOajVyeBof 174-14 ___99-3-0 1 Z= I 74-5 4-1G-2 4x4 Scale 1:52.0, 9 9.00 5_2 41 10 5 5.00[12- 3x4-51 13 14 27 44 101 EF1 to] 15 77 N N A A 71 N A A X, 4x4 26 25 24 23 22 21 20 19 18 17 3x4 5x8= 402 22-3-0 22-3-0 Plate Offsets MY): [2:0-1-0,0-1-141,[15:0-0-12,0-1-1311[15:0-0-3.0-2-01,[17:0-9-9.0-1-11.[22:0-4:Q&-3-0 LOADING(psf) SPACING 2-0-0 CS1 DEFIL in (]cc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.21 Vert(LL) -0.01 16 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.01 16 n/r 120 BCLL 0.0 Rep Stress Incr YES WEI 0.21 Horz(TL) 0.01 15 n/a n/a BCDL 5.0 Code FRC2010ITP12007 (Matrix) Weight:134 lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Inat!311atiQn guide. REACTIONS All bearings 22-3-0. (lb)- Max Horz 2=-232(LC 8) Max Uplift All uplift 100 lb or less at joint(s)23,26,21,19,18,17 except 2=-1 10(LC 10).15=-1 10(LC 10), 24=-100(LC 10),25=-109(LC 10),20=-104(LC 10) Max Grav All reactions 250 lb or less at joint(s)2,15,22,23,24,25,26,21,20,19,18,17 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOPCHORD 7-8=-173/251 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10:Vult=l 30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.It;Exp C;Encl.,GCpi=O.18;MWFRS(directional)and C-C Corner(3)-1-7-1 to 1-4-15,Exterior(2)1-4-15 to 7-0-9,Conner(3)7-0-9 to 10-0-9, Exterior(2)13-0-9 to 17-4-14,Comer(3)20-9-11 to 23-9-11 zone;cantilever left and right exposed;end vertical left exposed;C-C for IN members and forces&MWFRS for reactions shown:Lumber DOL=1.60 plate grip DOL=1.60 .......... ble 0 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 Ga ,E N,3 End Details as applicable,or consult qualified building designer as per ANSI/TPl 1-2002. 4)All plates are 1.5x4 MT20 unless otherwise indicated. N 68182 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 cc. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit cc between the bottom chord and any other members. 9)Provide mechanical connection(byothers)oftruss to bearing plate capable ofwithstanding 100 lb uplift atjoint(s)23,26,21,19,18,17 T F 0 . except jt=Ib)2=110,15=110,24=100,25=1109,20=104. 1 A, 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard N' 'i- F FL Cert. 6634 September 13,2013 ,&WARKjNG Wf-,�q design paramet��17A d READ W)TES ON THIS Aff)INCLUDED AVJSF REFEREIKE PAGE IfIll 7473 BEFORE USE. Design volid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design porameters 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 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/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd, Solely hillormiation 1vorible from T ss Plate Institute,781 N.Lee Street.Suite 312,Alexandra,VA?,23 Tampa,FIL 336104115 Job Truss Type Elite Homes L5 Paradise Reserve T50275481 131928 �C_ABLE - 1 Job Reference optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Fri Sep 13 03:01.4n013 Page ID:UG085XpINY2KJntdNqM2feyeCI5-pNqPxKhL47VGdf6gToOh9jgAONa8-oiE-eFEKpyeB 0 12-M a 1/2"=l' 4.00[1-2 15 5 3 3X4 4 X4 4 3x4 3 L 13 12 11 10 9 4x8 3x4 12-8-8 12-8-8 PIate06:ffsetStX_Y_)'. [2�0-2-4,0-1-141,[2:0-4-12.EdqeI LOADING(pSf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.11 Vert(TL) 0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) -0.00 9 n/a n/a BCDL 5.0 Code FRC2010f'rPI2007 (Matrix) Weight:63 lb FT=0% ! LUMBER BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOTCHORD 2x4 SP No.2 end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 -_-—_-N_- —1 OTHERS 2x4 SIP No.3 [MiTek recommends that Stabilizers and required cross racing bbe I installed during truss erection,in accordance with Sta Unst REACTIONS All bearings 12-8-8. (lb)- Max Horz 2=190(LC 10) Max Uplift All uplift 100 lb or less atjoint(s)9,10,11,12,13 except 2=-120(LC 10) Max Grav All reactions 250 lb or less at joint(s)2,9.10,11,12 except 13=256(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOPCHORD 2-14=-253/75 � NOTES 11 1)Wind:ASCE 7-10;Vult=1 30mph(3-second gust)Vasd=1 01 mph;TCDL=4.2psf:BCDL=3.Opsf;h=25ft;B=45ft;L=24ft:eave=2ft:Cat.11:Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)-1-6-9 to 1-5-7,Exterior(2)1-5-7 to 9-6-12,Corner(3)9-6-12 to 12-6-12 jJ111111111111111 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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 0 E N,3 N -2002. End Details as applicable,or consult qualified building designer as per ANSIITPI 1 3)All plates are 1.5x4 MT20 unless otherwise indicated. N9-68182 4)Gable requires continuous bottom chord bearing. 1 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -6-0 tall by 2-0-0 wide will fit 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 ,1 �1, ,,- . 1 between the bottom chord and any other members. F '*44J t 441 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9,10,11,12,13 excep Ot=lb)2=120. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 September 13,2013 somom ,&WARWNG-Vrr�ftfdastqnpanameters andREADMOTES ON THIS AND INCLUDED IMTEK REFEREWE PAGE 11917473 BEFORE USE. Destgn valid for use only with MiTelk connectors.This design is based only upon parameters shovn,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Brocing shown WN is for lateral support of individual web members only.Additional temporary bracing to insure stability dunng construction is the responsibillity of the MiTek erector.Additional permonent 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/TP11 Quality Criteria,DSB-89 and BCSI Bullcling Component 6904 Parke East Blvd� Solely Information 1voloole from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA?,23 Tarrpa,FL 33610-4115 Ifl,koutheff'.pille SP lilrfTlber ii iiixmifiPd,the fie Mg!"valtle�safe It'0�e effi.,(trw 06�01 1/1�O 13 tyy A LSC Job Truss Truss Type aty Ply L5 Paradise Reserve 131928 E02 GABLE 2 1�Elite Homes T5027550 Iob Reference(o tiona-4--- TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTelk Industries,Inc. Fri Sep 13 0101:45 2013 Page I ID:UG085XpINY2KJntdNqM2feyeC[5-mlygMOibclI tyG3aDR9E8mV5AGkShlXRykLOiyeB� _J__fi:Q -10-8 ------- 1-10 -`10-8 Scale 1:24.4 1.5x4 7 1.5x4 5.00 Fu 6 1.50 11 13 5 2.8 11 3x4 11 1 11 to 9 8 4x4 11.50 1.5x4 11 11.50 11 1.5x4 11 8-10-8 8-10-8 Plate Offsets MY): 12:0-0-0,0-11-91A3Z-5-0.0-1-01 LOADING(psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.04 Vert(TL) -0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) -0.00 8 n/a n/a BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:45 lb FT=01/6 LUMBER BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOTCHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 FMTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide.. REACTIONS All bearings 8-10-8. (1b)- Max Horz 2=176(LC 10) Max Uplift All uplift 100 lb or less at joint(s)8,9,10,11 except 2=-106(LC 10) Max Grav All reactions 250 lb or less at joint(s)2,8.9,10,11 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Wind:ASCE 7-10;Vult=1 30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.11;Exp C;Encl.,GCpi=O.18:MWFRS(directional)and C-C Comer(3)-1-6-11 to 1-5-5,Exterior(2)1-5-5 to 5-8-12,Comer(3)5-8-12 to 8-8-12 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown:Lumber DOL=1.60 plate grip DOL=1.60 2)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 001 N VE�lile, End Details as applicable,or consult qualified building designer as per ANSI[TPI 1-2002. 0 . 4 4�, *,01 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 2-0-0 oc. 5)This truss has been clesignedfora 10.0 psfbottom chord live load nonconcurrentwith any otherlive loads. fit N 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 will between the bottom chord and any other members. capable of withstanding 100 lb uplift at joint(s)8,9,10.11 except 7)Provide mechanical connection(by others)of truss to bearing plate at=lb)2=106. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. T "0 . LOAD CASE(S) Standard 4o ;o��. % FL Cert. 6634 September 13,2113 mommommo� WAW,]T,3 Ven ad READ NOTES ON THIS AND INCLUDED 1117TEK REFERWE PAGE AW 7473 BEFORE EASE, _fy dfstyn paramcilt,7-s a, Design valid for use only with MiTek connectors.This designis based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web roembers only.Additional temporary bracing to insure stability during construction is the responsibillity of the i k- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding '.brication.quality control.storage,delryery,erection and bracing.consult ANSIftPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. $o1elly Information 7voloble from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 23 1 Tampa,FL 33610-4115 it �P.Effective 06 0, If5NOUthernPine SP Truss Truss Type Ply Elite Homes L5 Paradise Reserve T5027552 131928 F02 Floor Truss 4 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTelk Industries,Inc. Fri Sep 13 03:01:48 2013 Page I ID:UG085Xp[NY2KJntdNqM2feyeCI5-AKdl-2(Uug7ZkQ?eGL ssnNU03aftSz7wy??lyeBQK 0-1-8 H1 2-" 0-kB Scale 1:34.2 4x8 30 4x8= 1.5x4 1.5x4 3x3 1.5x4 3x3 1.5x4 3xB FIR= 1.5X4 1.5x4 1 2 3 4 5 6 7 8 9 10 19 1z 20 17 16 15 14 13 12 3x3 4x8 3x6 FIP 3x6 1.5x4 30 08 3x3 12-2-8 10-7-8 1161-414 i612A-011 20-" 10-7-8 B_112 7-10-8 0-1-8 Plate Offsets(X.Y): fl:Edge.0-1-81.[10:0-1-8,Edqel.[13:0-1-8,Edqel.[19:0-1-8.0-0-12l.[20:0-1-8.0-0-121 LOADING(pso SPACING 2-0-0 CS1 DEFL in (loc) I/clefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.89 Vert(LL) -0.26 14-15 >908 480 MT20 2441190 TCDL 10.0 Lumber Increase 1.00 BC 0.99 Vert(TL) -0.38 14-15 >624 360 BCLL 0.0 Rep Stress Incr YES WIB 0.80 Horz(TL) 0.06 11 n1a n1a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:114 lb FT=09/61F,O%E LUMBER BRACING TOPCHORD 2x4 SIP No.2(flat) TOPCHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOTCHORD 2x4 SIP No.2(flat)*Except* end verticals. 11-16:2x4 SP No.11(flat) BOTCHORD Rigid ceiling directly applied or 2-2-0 oc;bracing. WEBS 2x4 SP No.3(flat) REACTIONS (lb/size) 18=1085/0-5-8 (min.0-1-8),1 1=1085/0-5-8 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOPCHORD 18-19=-1076/0,1-19=-1076/0,11-20=-1072/0,10-20=-1072/0,1-2=-1395/0,2-3=-1395/0, 3-4=-2806/0,4-5=-2806/0.5-6=-2832/0.6-7=-2832/0,7-8=-2832/0,8-9=-1390/0, 9-10=-1390/0 BOTCHORD 16-17=0/2260,15-16=0/2260,14-15=0/2832,13-14=0/2832,12-13=012264 WEBS 6-13=-296/0.1-17=0/1670,2-17=-299/0,3-17=-1073/0,3-15=0/676,4-15=-339/0, 5-15=-406/273,10-12=0/1664,9-12=-299/0,8-12=-108210,8-13=0/820 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbrealks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc;and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be 1 N attached to walls at their outer ends or restrained by other means. ENS'-. LOAD CASE(S) Standard N 68 182 Z T F 10 44b "4�"S' �N kA� 111111111111lix FL Cert. 6634 September 13,2013 WARWNG-V.-��design p.,t,.andREAD NOTES r)NTHIS AND INCLUDED J101aKREFERENCE PAGE A11111 7473 BEFORE USE. Design valid for use only vith Wel,connect�s.This design is based only upon parameters shown,and is for on individual building component. Ni Applicability of design parameters and proper incorporation of component is responsibility of building designer-act truss designer,Bracing shown is for lateral support of individual web members only,Additional temporary bracing to insure stablity during construction is the responsibillity of the erector.Addilbnol permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTok' fabrication,quality control,storage.delivery.erection and bracing.consult ANSIM11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. we torm on a bie from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.aj(2 Tarripa,FL 336104115 If ,%1,r, ornbet is q�ef.ified,the de.i.ign valimss.are t1lose effective ,30.013 by ALK he pine Job Tru a Truss Type City Ply Elite Homes 1_5 Paradise Reserve T5027554 131928 F03G FLOOR TRUSS 1 Job Reference(optioi TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Fri Sep 13 03:01:52 2013 Page I ID:UG085XpINY2KJntdNqM2feyeCI5-36toqPo_yud-C1 IPVB3oOdYXR?SRafeZ2XwD80yeBC T 0-1-8 HI 2-641 0:5:111 2-4-12 2-4-8 i 2-5-4 0-k8 Scale 1:58.1 40� 3x8� 1Sx4 1.5x4= 1.5x4 3x3 1.5x4 3x3 1.5x4 11 3x6 FP= 4x8 802 802 2x8 4x8 2xB 8xl2MT20H 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 29 28 27 26 25 24 23 22 21 20 19 18 17 16 3x3 4x8 3x6 Flo 3x6 1.5x4 11 3x8 40 axis= 8x'12 MT20H 8x12 8x12 MT20H 7x6 3x3= 3x6 Flo 12-1-0 10-7-8 +1-4 - -a 19-10-4 19.1111112 32-11-0 .1 12 10-7-8 , 0.V8 7-7-12 0-iia 12-11-4 0-8-12 Plate Offsets(X,Y): [1:Edge,0-1-81,[8:0-24,Edgel,[9:0-3-0,Edgel,[11:0-i-8,Edge],[15:0-1-8,0-1-8],[15:0-1-8,Edge],[16:Edge,O-M],[17:0-5-8,Edgel,[19:0-5-0,Edgel,[22:0-1-8 ,Edge],[ — LOADING(psf) SPACING 2-0-0 CS1 DEFL in (loc) I/clefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.91 Vert(LL) -0.25 24-25 >953 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.87 Vert(TL) -0.37 24-25 >639 360 MT20H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.05 16 n/a n/a BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:236 lb FT=O%F,O%E LUMBER BRACING TOPCHORD 2x4 SP No.2(flat)*Except* TOPCHORD Structural wood sheathing directly applied or 2-2-0 cc purlins, except 1-7:2x4 SIP No.1(flat) end verticals. BOTCHORD 2x4 SP No.2(flat)*Except* BOTCHORD Rigid ceiling directly applied or 6-0-0 cc bracing. 21-26:2x4 SIP SS(flat) WEBS 2x4 SP No.3(flat)*Except* 15-17,11-18,10-19:2x4 SIP No.2(flat) REACTIONS (lb/size) 28=833/0-5-8 (min.0-1-8),20=5276/0-5-8 (min.0-2-11),16=3247/0-3-0 (min.0-1-11) Max Grav 28=931(LC 3),20=5276(LC 1),16=3368(LC 4) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOPCHORD 28-29=-921/0,1-29=-921/0,15-16=-3354/0,1-2=-1 174/0,2-3=-1 17410,3-4=-2182/0, 4-5=-2182/0,5-6=-1908/237,6-7=-1908/237,7-8=-1908/237,8-9=-28/1204,9-10=0/2630, 10-1 1=-29191138,11-12=-5399/0,12-13=-5399/0,13-14=-4195/0,14-15=4143/0 BOTCHORD 26-27=0/1830,25-26=011830,24-25=-237/1908,23-24=-237/1908,22-23=-681/1106, 21-22=-1201/25,20-21=-1201/24,19-20=-2356/0,18-19=-138/2919,17-18=0/5807 WEBS 5-24=-30310,6-23=-476/0,10-20=-4110/0,1-27=0/1405,2-27=-302/0,3-27=-814/5, it,1111111111111 3-25=-65/436,4-25=-386/0,5-25=0/709,9-20=-2057/0,9-22=0/910,8-22=-1 558/0, 00%001N 8-23=0/1219,15-17=014956,14-17=-1608/0,13-17=-1937/0,13-18=-704/0,12-18=-1400/0, 4, ()ii� 11-18=013230.10-19=015614,11-19=-3249/0 \CENS*-. NOTES 11)Unbalanced floor live loads have been considered for this design. ND68182 2)All plates are MT20 plates unless otherwise indicated. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131 X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. -10 -. J cc 13 '. �-S T F 5)CAUTION,Do not erect truss backwards. A, LOAD CASE(S) Standard �V. 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 4#*.* Uniform Loads(plf) J#I Vert:16-28=-10,1-10=-100,10-15=-550 11111111 F__FL Cert. 6634 September 13,2913 WARKNG,�Verify design parametei-s andREADW)TM ONTHISAND INCLlIXED IrJTEY REFEREWE PAGE 1617473 BEFORE USE. Design valid far use only with MiTek connectors.This design is based only upon parameters shown,and is for on individual building component. W1 Applicability of design parameters 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 brocing to insure stobility during construction is the responsibillity,at the MiTek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage.defivery,erection and bracing.consult ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. softirI.— on yo, Ie fromT=Iole Ins!itute.781 N.Lee Street,Suite 312,Alexandric,a/,21�,,, Tampa,FL 33610-4115 p -s a re t.if ase effe T.t ive 1 3 4v A UK, _IS V1b '.nbet _., P.d the dewgn value Job Truss Type uss T Elite Homes L5 Paradise Reserve T5027556 131928 TF'1000,Trr,ss Job Reference footionall TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Fri Sep 13 03:01:55 2013 Page ID:UG085XpINY2KJntdNqM2feyeCI5-TgYxSRqtFpOZ4V1 AJcVeFA2yCX6nlP?kVgtl7ye 0-1-8 1-104 24-12 2-6-0 1-5.8 2-2-0 7 H! Scale 1:37.0 3x3 3x3 11.50 48 1.5x4 30 1.5x4 US FP 1.5x4 3x3 1.5x4 48 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 Is 14 13 12 3x3 3x6 US 3xS Flo 3,13 1.5.4 11 34 48 1.50 2-2-12 14-2-8 2-0- 2-1A 12-7-8 ��-4 -0 21-7-8 2-0-00 DAU 104-12 '2 VT211 7-5-0 0_11_8 0-1-8 Plate Offsets MY): [2:0-3-O.Eduel,[11:0-1-8.Edgel,[21:0-1-8.0-0-121 --- LOADING(psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.95 Vert(LL) -0.24 15-16 >966 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.68 Vert(TL) -0.34 15-16 >692 360 BCLL 0.0 Rep Stress Incr NO WB 0.78 Horz(TL) 0.05 12 n/a n/a BCDL 5.0 Code FFtC2010fTP12007 (Matrix) Weight:125 lb FT=O%F,O%E LUMBER BRACING TOPCHORD 2x4 SP No.2(flat) TOPCHORD Structural wood sheathing directly applied or 4-10-14 oc purlins, except BOTCHORD 2x4 SIP No.2(flat)*Except* end verticals. 12-17:2x4 SP SS(fiat) BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SIP No.3(flat) 6-0-0 OG bracing:19-20,18-19. REACTIONS (lb/size) 12=1019/Mechanical,19=1641/0-5-8 (min.0-1-8) Max Grav 12=1051(LC 4),19=1641(LC 1) FORCES (lb)-Max.Camp./Max.Ten.-All forces 250(lb)or less except when shown. TOPCHORD 11-12=-1037/0,1-2=0/437,2-3=-1197/39,3-4=-1197/39,4-5=-2605/0,5-6=-2605/0, 6-7=-2605/0,7-8=-2621/0,8-9=-2621/0.9-10=-1306/0.10-11=-1306/0 BOTCHORD 18-19=437/0,17-18=0/2066,16-17=0/2066,15-16=0/2621,14-15=0/2621,13-14=0/2136 WEBS 8-14=-279/0,2-19=-1 227/0,1-1 9=-594/0,7-16=470/258,5-16=-331/0.4-16=0/717, 4-18=-1136/0,3-18=-272/0,2-18=0/1641,11-13=0/1605,10-13=-304/0,9-13=-1028/0, 9-14=Of750 NOTES 1)Unbalanced floor live loads have been considered for this design. Iviti,1111111111, 2)Refer to girder(s)for truss to truss connections. (akj N V 1 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 1 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be 0 C E N attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. N 68182 LOAD CASE(S) Standard 11)Floor:Lumber lncrease=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-20=-10,1-11=-100 T F Concentrated Loads(lb) Vert:1=-308 1 % FL Cert. 6634 September 13,2Q13 AWAW,W, Ver��y design para-et�,s ar,1RFADJV)1ES ON THIS AND 1KC1,UDED WTEY PEFEFL&WE PAGE MI 747-3 BEFORE USE, Design valid far use only with MiTelk connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for blerol support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabncotionr quality control,sludge.delivery,erection and bracing,consult ANSI/TPIl Quality Criteria,DSB-69 and SCSI Building Component 6904 Parke East Blvd Ale from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA�,2314. Tampa,FL 33610-4115 "Iely"'i—o"on i�sfxetified,the tit s.ign valijes are I hose effectiw-061 oll/2013 by ALAC If S."thern.Pine Job Truss Truss Type Ply Elite Homes L5 Paradise Reserve 131928 F07 Floor Truss T5027558 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Fri Sep 13 03:01:59 201 3 Page ID:UG085XpINY2KJntdNqM2feyeCI5-LSoSiotNJ2W?Y6LIP9hRo5Lj9puDjqFbf774uuyeBOI A 0-1-8 H! 2-" 1-5-8 2-1-8 2-7-0 0- 8 Scle 1:55.7 3x6 FP 4x4 3x3 3x3 3x4 3x6 FP 48 3x4 3x3 3x4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 30 28 Z7 26 25 24 23 22 21 20 19 18 17 30 4x8 3x6 FP 3x6 3x4 48 3x6 3x6 3x6 3x3 36 FP 12-1-0 IG-7-8 11,14-4 19-7-12 32-11-0 10-7-8 OL&11 7-6-12 13-34 0-8-12 Plate Offsets MY): fl:Edne.0-1-81.flO:0-3-8,Edoel.[l6:0-".Edael.[20:0-1-8.Edoel. .0-0-121 LOADING(psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 11�00 Vert(LL) -0.23 24-25 >999 480 MT20 2441190 TCIDL %0 Lumber Increase 1.00 BC 0.67 Vert(TL) -0.35 24-25 >671 360 BCLIL 0.0 Rep Stress Incr YES WB 0.86 Horz(TL) 0.04 17 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:188 lb IFT=O%F,O%E LUMBER BRACING TOPCHORD 2x4 SIP No.2(flat)'Except* TOPCHORD Structural wood sheathing directly applied, except end verticals. 11-8:2x4 SP No.2D(flat) BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOTCHORD 2x4 SP No.2(flat)*Except* 21-26:2x4 SP SS(flat) WEBS 2x4 SIP No.3(flat) REACTIONS (lb/size) 28=940/0-5-8 (min.0-1-8),17=518/0-5-8 (min.0-1-8),20=2123/0-5-8 (min.0-1-8) Max Grav 28=969(LC 3),17=614(LC 4),20=2123(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOPCHORD 28-29=-960/0,1-29=-959/0,17-30=-607/0,16-30=-606/0,1I-2=-1229/0,2-3=-122910, 3-4=-2337/0,4-5=-2337/0,5-6=-2137/0,6-7=-2137/0.7-8=-500/215,8-9=-500/215, 9-1 0=-500/215,10-11=0/1 319,11-12=-833/282,12-13=-833/282,13-14=-833/282, 14-15=-722/0,15-16=-722/0 BOTCHORD 26-27=011937,25-26=0/1937,24-25=0/2137,23-24=0/2137,22-23=0/1487,21-22=-1242/0, 20-21=-1242/0,19-20=-616/304,18-19=-97/948 WEBS 6-23=-392/0,10-20=-1314/0,1-27=0/1471,2-27=-300/0,3-27=-878/0,3-25=0/496, 4-25=-360/0,5-25=-66/473,10-22=0/1798,9-22=-291/0,7-22=-1281/0,7-23=0/933, tf,1111111111111 16-18=0/862,15-18=-293/0,14-18=-280/148,14-19=-303/0,12-19=-25510,11-19=0/822, 11-20=-1325/0 0 E N NOTES 0 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 MT20 unless otherwise indicated. N 68182 Z 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. -10d(0.131"X 3")nails. Strongbacks to be 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc;and fastened to each truss with 3 attached to walls at their outer ends or restrained by other means. -.0 5)CAUTION,Do not erect truss backwards. 1) T F 41J 441 s4 LOAD CASE(S) Standard ."fit 'IL. 0 FL Cert. 6634 September 13,2013 ,&WARKjrffi:� Vct,�Fy d-isign pararnetnr-s andFFADMDTES ON THIS AND INCLUDBL),Yjj�XREFEREWE PAGE P.91 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. Applicobility of design parameters and proper incorporation of component is responsibility of builcing designer-net truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability ouriing construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding iTek fabrication,quality control,storage,delivery.erection and bracing,consult ANS11/711 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sodety Irillormation 1yorible from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria,VA?,2314 Tarr�pa,FL 33610-4115 luniber 4 spedfmd.t.,fie d,�jgn val%jes are tho:w p.ffPrtivP.96jilfI/Mll by ALSC Job Truss Truss Type Qty Ply Elite Homes L5 Paradise eserve T5027560 131928 F09 Floor Truss 1 TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Fri Sep 13 03:02:05 2013 Page I ID:UG085XpINY2KJntdNqM2feyeCI5-Ac9jZsy8uuG8GlovlQor2MbuoE-B7dUT23aP5Yye80 G 2-6-0 2-3-0 2-3-0 Scale 1:55.7 1.Sx4 1.5X4 1.5x4 1.5x4 1.5X4 1.5X4 2 3 4 5 6 7 a 9 10 11 12 13 14 15 16 lei R - L+_j 28 27 26 25 24 23 22 21 20 19 18 17 2x4 11 3x8 3x8 48 3x8 2x4l 11 3x8 3x8 3x8 2x4 2A 4x8 13-3-4 19-7-12 32-11-0 13-3-4 6-4-8 Plate Offsets(XY).-_ - [MO-2-0.0-"],[19:0-2-8.0-1-81.[26:0-2-0.0-1-81.[2770-2 ------ LOADING(psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.42 Vert(LL) -0.06 26-27 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.50 Vert(TL) -0.09 26-27 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.55 Horz(TL) 0.01 17 n/a n/a Weight:386 lb FT=0% BCDL 5.0 Code FRC2010/TP12007 (Matrix) LUMBER BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 6-0-0 cc purins, except BOTCHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3 BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS All bearings 0-3-8. (lb)- Max Grav All reactions 250 lb or less at joint(s)except 28=1495(LC 3),17=1495(LC 4),24=2974(LC 3),20=2974(LC 4) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOPCHORD 1-28=-1306/0,16-17=-1306/0,1-2=-2075/0,2-3=-2075/0,3-4=-2271/0,4-5=-227110, 5-6=0/1 818,6-7=0/1 818,7-8=0/1 818,8-9=0/1 533,9-1 0=0/1 818,10-11=0/1 818, 11-12=-2271/0,12-13=-2271/0,13-14=-2271/0,14-15=-2075/0,15-16=-2075/0 BOTCHORD 26-27=0/2417,25-26=0/345,24-25=0/345,23-24=-153310,22-23=-1533/0,21-22=-1533/0, 20-21=-1 533/0,19-20=0/345,18-19=0/2417 WEBS 6-24=-321/0,10-20=-321/0,8-24=-816/0,9-20=-816/0,16-18=0/2315,114-18=401/0' 11-19=0/2268,11-20=-2562/0,1-27=0/2315,3-27=-401/0,5-26=0/2268,5-24=-2562/0 ; NOTES ts,111111111111 1)2-plytruss to beconnected togetherwith 10d(0.131"x3")nails asfollows: (aiJ IN Top chords connected as follows:2x4-1 row at 0-9-0 cc. ........ ...6 A Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 cc. Webs connected as follows:2x4-1 row at 0-9-0 cc. 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. N 68182 A 3)Unbalanced floor live loads have been considered for this design. 4)All plates are 3x4 MT20 unless otherwise indicated. 5)Girder carries tie-in span(s):8-0-0 from 0-0-0 to 32-11-0 CC 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ks to be 10 T F 7)Recommend 2x6 strongbacks,an edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails, Strongbac 44/ attached to walls at their outer ends or restrained by other means. 8)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard 1)Floor:Lumber lncrease=1.00,Plate lncrease=1.00 i1o, Uniform Loads(plf) Vert:17-28=-l67(F=-157),1-16=-1100 F FL Cert. 6634 L_ September 13 13 AWAMNG.V,,,;fyd.j9npppame(,"and READ NOT&S ON THIS AM INCLUDED IffTfil"'P"EPEKE FACE W1 7473 BUOREUSE Design void far use only with MiTek connectors.This design is based only upon parameters shown,and is for anindividuol building component. Id! Applicability of design parameters 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 MiTek' eiector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding to bricotion,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. $ Inilm Xtjofl Vi.0 13 b,A L Sf Tampa,FL 33610-4115 at,e,�� mallon.7,vdrible from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria, if In Pill ul"be,i.j_jpecjA#.qj.the fk.mcn valijes are thoe effective. N Job Truss Type Ply Elite Homes L5 Paradise Reserve T5027561 131928 Floor Trus.s __ Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Fri Sep 13 03:02:06 2013 Page I ID:UG085XpINY2KJntdNqM2feyeCI5-eoj5mBzmfCO?uBN5J7J4aa78seR3sCrdGjJye_yeBQ,7 Scale 1:16.9 1 2 3 4 5 6 7 8 17 18 9 9 lei H H 16 15 14 13 12 11 10 9 3x3 3x3 Plate Offsets(X.Y): fl:Edge,0-0-121.117:0-".0-0-121.[18:0-1-8.0-0-121 LOADING(psf) SPACING 2-0-0 CS1 DEFL in (loc) I/clefl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 9 n/a n1a BCDL 5.0 Code FRC2010ITP12007 (Matrix) Weight:52 lb FT=O%F,O%E LUMBER BRACING TOPCHORD 2x4 SP No.2(flat) TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except BOTCHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SIP No.3(flat) REACTIONS All bearings 9-1-8. (lb)- Max Grav All reactions 250 lb or less at joint(s)16,9,15,14,13,12,11.10 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. %%%J111111111111 LOAD CASE(S) Standard GOIN % 0 E N NCr,68182 "A Cc T OF 44 V FL Cert. 6634 September 13,2013 mmmmn"r ,&WAwin'3 Veitijry eesign pa�anzet�,s aad READ NOTM ON THIS AM 1AVLUDED f&TEK REFEFMK.E PACE A91 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 parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown M1 i is for lateral support of individual web members only,Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek' fabrication.quality contialr storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,OSB-89 and SCSI Building Component 6904 Parke East 61W Set Irdormahon iza Tampa,FL 33610-4115 if �y I, PVble fgm Truss Plate Institute,781 N.Lee Sireet Suite 312,Alexandria,VA?.2314. thern pine urn vef ,s 4�cified�the designvalues are those effective(.11A.,o0l/2013 by ALSC Truss Type Ply Elite Homasca_5 Paradise Reserve Ty T5027563 131928 F12 Floor Truss I I Jo Refere Job T ss 71".U.SIST _��(opfionall TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Fri Sep 13 03:02:07 2013 Page ID:UG085XpINY2KJntdNqM2feyeCI5-6_HTzXzPQVWsWLyltrqJ7ngIZ2nBbf4mVN3WAQyeBQ 1 2 3 4 5 6 7 Scale 1:13.7 e 15 16 E t i 'z'%X. L 14 13 12 11 10 9 8 3x3 3x3 7-3-8 7-3-8 Plate Offsets(X,Y): fl:EdQe,0-0-121,[15:0-1-8,0-0-121,[16:0-1-8,0-0-121 LOADING(psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl Ud PLATES GRIP TCLL 40,0 Plates Increase 1,00 TC 0,08 Vet(LL) n1a n1a 999 MT20 2441190 TCDL 10�0 Lumber Increase 1.00 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 8 n/a n1a BCDL 5.0 Code FRC2010ITP12007 (Matrix) Weight:44 lb FT O%F,O%E LUMBER BRACING TOPCHORD 2x4 SP No.2(flat) TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOTCHORD 2x4 SP No.2(flat) end vertirals. WEBS 2x4 SIP No.3(flat) BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SID No.3(flat) REACTIONS All bearings 7-3-8. (lb)- Max Grav All reactions 250 lb or less at joint(s)14,8,13,12,11,10,9 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard GOIN V ..........'��4 CENs.. N 68182 /S T F FL Cert. 6634 September 13,2013 WAWw,, ve,��r-y d&�iqn pa�amet ai d P EAD NO TES ON 7WS AND INCL UDRD AffTEIr RFFER—IIKE PAGE Pff!74 7j BF;F(,RE 08E Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for on individual building component. Applicability at design parameters 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 responsibillily of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek fabrication.quality control,storage.delivery r erection and bracing.consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Comportent 6904 Parke East Blvd sa! Information i.vo Tampa.FIL 33610-4115 If M -)p C u PVbIe from Truss Plate Institute,78IsN.Lee Street,Suite 312,Alexandria,VA?,2314. thern p'4w. I Job Truss Truss Type Ply Elite Homes L5 Paradise Reserve T50275651 131928 F16 Floor Truss Job Reference(optional) - _ I a TRUSSMART BUILDING COMPONENTS, Midway,GA.31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Fri Sep 13 03:02:08 2013 P ge) ID:UG085XpINY2KJntdNqM2feyeCI5-bBrrBt_1 Bpej7VXURYLYg?CTES7lK61wkl o3ityeBOP 00 OM 1 2 3 4 5 6 7 Scale 1:13.3 15 14 N"INNM M1 &X6&WXX'1X1>W">6M� 13 12 11 10 9 3x3 3xS 7-Q-' 7-M Plate Oftets(X.Y): fl:Edge,0-0-121.[14:0-1-8,O-O-i2l,rl5:0-1-8,0-0-121 LOADING(psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.09 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.03 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 8 n/a n/a BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:43 lb FT=O%F,O%E LUMBER BRACING TOPCHORD 2x4 SP No.2(flat) TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOTCHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOTCHORD Rigid ceiling directly applied or 10-0-0 oc;bracing. OTHERS 2x4 SP No.3(flat) REACTIONS All bearings 7-0-8. (lb)- Max Grav All reactions 250 lb or less at joint(s)13,8,12,11,10,9 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbarks to be attached to walls at their outer ends or restrained by other means. "ttlit I I I I I 1111"r (ziol LOAD CASE(S) Standard ...... N 68182 T 441 "0 . 4Q 4* FL Cert. 6634 September 13,2013 ,&WARXTNG Ve,,jfy destga paramet��aA,.i READ PK)TES ON THIS AND INC—"UDED 1111TV"REFEREWE PAGE M1 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 parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek- 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/TPII Qualify criteria,DSS-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information Ivalable from Truss Plate institute,781 N.Lee Street,Suite!312,Alexandria,VA 23 Tampa.FIL 33610-4115 Ifliouthernpifle sp juniber is speti&m:!,the&emgn valuesarP the effective afi/100Z13 t,ALW, Job T ss Truss Type Oty Ply Elite Homes L5 Paradise Reserve T5027567 131928 F20 Floor Truss 2 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Fri Sep 13 03:02:10 2013 Page I ID:UG085XpINY2KJntdNqM2feyeCI5-)(ZycrZOHjQvRNohsYzNOIQIIEFoRo ECBLHAnIyeBOB 0-1-8 2-6-0 0-11-12 1-3-12 011-6 I Scale 1:15.5 1.50 1.50 3x3 1 3x3 2 33x6 4 5 11 12 1.50 1.50 C V 9 3x6 7 3x6 3x3 3x3 3x3 3-11-12 8-3-8 3-11-12 4-3-12 Plate-Offsets(X,Y): [1l.-0-1_80-0-121,[12:0-1-8,0-0-121 LOADING(psf) SPACING 2-0-0 CS1 IDEFIL in (loc) I/def! L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.37 Vert(LL) -0.00 7 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.05 Vert(TL) -0.01 6-7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) -0.00 6 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:60 lb FT=O%F,O%E LUMBER BRACING TOP CHORD 20 SP No.2(flat) TOPCHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, except BOTCHORD 20 SP No.2(flat) end verticals. WEBS 20 SP No.3(flat) BOTCHORD Rigid ceiling directly applied or 6-0-0 cc bracing. REACTIONS (lb/size) 10=178/0-5-8 (min.0-1-8),6=199/0-5-8 (min.0-1-8),8=495/0-3-8 (min.0-1-8) Max Grav 10=190(LC 3),6=207(LC 4),8=495(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-8=-484/0,2-9=-273/0,3-9=0/278,4-7=-277/0,3-7=0/282 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 1x6 strongbacks,on edge,spaced it 10-0-0 cc and fastened to each truss with 3-10d'0131"X 3")nails, 'Strn,backs to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard QUIN V'I� .......... N 68182 -'0 ArY cc 7, T' F 44/ A- j' .0, 4f FL Cert September 13,2013 mommmmmmwm WARKNG-Ve,,fy desig.potameit.and FXiAD MTES ON THIS AND INCLLIVED KfTRKRF_FFi?—PWE PAW MI 74 7-,1 BEF0,U LLSE Design valid!for use only with MiTek connectors.This design 6 based only upon parameters shown.and is for an individual building component. Applicability of desgn parameters 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 MiTek 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 ANSI17711 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd I Sodety Information ivaloble from Truss Plate Institute,781 N.Lee Street,Suite 312 Alexanana VA 22314. Tampa,FL 33610-4115 If�Af u thern Pine SP imn h P.i i.�specified.th e d P 09n,values are 7110.5i effective'06/011 12013 by A I-SC. Job Truss Truss Typ�e � QtY Ply Elite Homes L5 Paradise Reserve T5027569 russ 137192:8:�]FTOI��]FIat Truss 1 2 Job Reference(optional lagell TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Fri Sep 13 03:02:12 2013 F ID:UG085XpINY2KJntdNqM2feyeCI5-Ty4MlFlXF299c6qFgOQUqrN6z3QFGrrVffmHreyeBQ 4-1-0 -- I 4-1-0 4-1-0 Scale 1:15.51 3x4 1.5x4 3x4 7 8 5 HUS26 HUS26 3x8 HUS26 4 6 2A 2A 4-1-0 ---8-2-0-- 4-1-0 4-1-0 LOADING(psf) SPACING 2-0-0 CS1 DEFL in (loc) lidefl Ud PLATES GRIP 1 TCLL 20.0 Plates Increase 1.25 TC 0.29 Vert(LL) -0.03 5-6 >999 240 MT20 244/190 TCDL 7'0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.05 5-6 >999 180 Horz(TL) 0.00 4 n/a n/a BCLL 00 Rep Stress Incr NO WEI 0.38 Weight:95 lb FT 0% C �BCDL 5.0 Code FRC2010/TPI2007 (Matrix) ILUMBER BRACING TOPCHORD 2x4 SP No.2 TOPCHORD 2-0-0 oc purlins(6-0-0 max.):1-3. except end verticals. BOTCHORD 2x6 SIP No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS (lb/size) 6=1070/0-3-8 (min.0-1-8),4=883/0-5-8 (min.0-1-8) Max Herz 6=-53(LC 6) Max Uplift 6=-594(LC 4).4=-501(LC 5) Max Grav6=1271(LC 2),4=1050(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 1 TOPCHORD 1-6=-817/412,1-2=-2001/935,2-3=-20011935,3-4=-829/418 WEBS 1-5=-919/1979,3-5=-936/2014 NOTES 1)2-ply truss to be connected together with 1 Old(0.13 VxY)nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply 011111111fill, connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.=45ft;L=24ft;eave=4ft;Cat.ll� GOIN V�4 J#I, 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B Exp ...... I ri -antilever left and right exposed;end vertical left exposed;Lumber DOL=1.60 p ate g p C;Encl.,GCpi=0.18;MWFRS(directional);r \rENS* DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. N 68182 it fit r, ,I 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 wi t between the bottom chord and any other members. and 501 lb uplift at joint 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 594 lb uplift at joint 6 4. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. � 0 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10dTruss,Single Ply Girder)or equivalent spaced at 2-0-0 ocmax.starting at 1-7-4 from the left end to 5-7-4 to connect truss(es)A03(I ply 2x4 SP),A04(1 ply 2x4 SP) to front face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber. !DN�A\- LOAD CASE(S) Standard 1)Regular:Lumber lncrease=1.25,Plate lncrease=1.25 Uniform Loads(plf) _FL Cert. 6634 Vert:1-3=-44,4-6=-10 September 13,2013 Continued on Daae Z_ BEFORE USZ at READ NOTES ON THIS AND INCL UDED PUTEK REiER-�W E PAGE W1 74 73 AWARKIffir, Vet-ifydest-P—rnit��s-" ing component. Design valid for use only with miTek connectors,This design is based only upon parameters shown,and is for an individual build Applicability of design parameters 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 MiTek' 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 Qualffy Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Solely Informollon ve,able from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 231 Tampa,FL 336104115 If'.)u t he rn Pi ne.ISPI luml.w-r i.�Wet ifie.d.the Ile sign value..,;a re those effett ive.06/101 b1.3 13 bN A LSC Job Truss Truss Type Oty Ply Elite Homes L5 Paradise Reserve T5027570� 131928 FT02 Floor Truss 2 Job F I -�:-eferenceAopt-io-na-11-------- —_ TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Fri Sep 13 0102.14 2013 Page ID:UG085XpINY2KJntdNqM2feyeCI5-PKC7Rx3omPsrO enpSyvGSRxsltkppo6yFNwWyeBO 2-6-0 0-10-12 1.5x4 1.5X4 Scale 1:15.5 1 2 3x4 3 3x4l 43x4 F_ HUS26 HUS26 4x4 300 4x4 HUS26 HUS26 HUS26 3-11-12 3-"-12 4-3-12 LOADING(psf)i SPACING 2-0-0 CS1 DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.33 Vert(LL) -0.02 6-7 >999 480 MT20 2441190 TCDL 10.0 Lumber Increase 1.00 BC 0.59 Vert(TQ -0.03 6-7 >999 360 BCLIL 0.0 Rep Stress Incr NO WEI 0.03 Horz(TL) 0.00 6 n/a n/a Weight:104 lb FT=0% BCDL 5.0 Code FRC2010ITP12007 (Matrix) ! LUMBER BRACING TOP CHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc;purlins, except BOTCHORD 2x6 SP No.2 end verficals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS (lb/size) 7=2896/0-3-0 (min.0-1-11),8=889/0-3-8 (min.0-1-8),6=1000/0-3-8 (min.0-1-8) Max Grav7=2896(LC 1),8=902(LC 3),6=1010(LC 4) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-7=-260/0,4-7=-285/0 INOTES 1)2-ply truss to be connected together with 10d(0.131"0")nails as follows: Top chords connected as follows:2x4-I row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. ront(F)or back(B)face in the LOAD CASE(S)section.Ply to ply 2)All loads are considered equally applied to all plies,except if noted as f connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 4)Girder carries tie-in span(s):20-0-0 from 0-0-0 to 8-3-8 VA1111111#111., 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be 0\3 IN Vp4 /0 .......... attached to walls at their outer ends or restrained by other means. E N 7)CAUTION,Do not erect truss backwards. �g at 0-1-12 8)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.startin from the left end to 8-1-12 to connect truss(es)???(1 ply 2x4 SYP) to front face of bottom chord. N 68182 9)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Floor:Lumber lncrease=1.00,Plate Increase=1.00 S /,"T Uniform Loads(pit) 0 44/ Vert:6-8=-498(F=-488),1-5=-100 FL Cert. 6634 September 13,2013 1 TFS ONTHIS AND INCLUDED MTEK REFEJZ_PjKE PAGE W1 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. Applicability of design parameters and proper incorporation of component is responsibility of building designer-net truss designer.Bracing shown ividuol web members only.Additional temporary bracing to insure stability during construction is the responsibility of the is for lateral support of ind rice re MiTek erector.Additional pemonent bracing of the overall structure is the responsibility of the building designer.For general guida garding fabrication.quality control,storage.delivery,erection and bracing,consult ANSI/TP11 Quality Criteria,OSB-89 and BCSI Building Component 6904 Parke East Blvd, safety Information 1voilable from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria. 3 T.mpa,FL 33610-4115 Ifsoutheon Pine SP lutmimfis-W*.K.ified.t'he deMzn valIM-.4 are 21'/'�013bvALSC thd�e effe.t.tive.4610 Job Truss Truss Type City Ply Elite Homes L5 Paradise Reserve T5027572 131928 Joll Jack-Open Truss Job Reference(optional) TRUSSIVART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTelk Industries,Inc. Fri Sep 13 03:02:16 2013 Page I ID:UG085XpINY2KJntdNqM2feyeCI5-MjKtsc42IGfa5j8OvEUQ hYpigrBCje5ZGkU_PyeBG5 1-7.0 Refer to MiTelk'TOE-NAIL'Detail for connection to 1-7-0 Scale 1:14.1 supporting carrier truss(typ all applicable jacks on this job) 1.5.4 11 4 (2)-1 6d (0.131"xIF)toenails 3 9.00 F-12 2 Ll 6 2A 1.5x4 11 5 1-7-Q 1-7, Plate Offsets MY): [6:0-2-_00-141 LOADING(ps� SPACING 2-0-0 CSI DEFIL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) 0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BIC 0.09 Vert(TL) 0.00 2 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(TQ 0.00 n/a n/a BCDL 5.0 Code FRC201 OrrPI2007 (Matrix) Weight:10 lb FT=0% LUMBER BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 1-7-0 oc purlins. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recomrraa�nds that Stabilizers and required cross bracing be [installed during truss erection,in accordance with Stabilizer Installation auide. REACTIONS (lb/size) 2=15210-5-8 (min.0-1-8),6=-6/Mechanical Max Horz 2=1 19(LC 10) Max Uplift2=-168(LC 10).6=-IO(LC 2) Max Grav 2=1112),1110) FORCES (lb)-Max.Comp./Max.Ten.-AJI forces 250(lb)or less except when shown. NOTES 1)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf:BCDL=3.Opsf:h=25ft;B=45ft;L=24ft;eave=4ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed end vertical left exposed;C-C for members and forces&MWIFIRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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-M wide will fit fill.* between the bottom chord and any other members. N Vk, 4)Refer to girder(s)for truss to truss connections. 0 5)Provide mechanical connection(by others)of truss to bearing plate capable of writhstanding 168 lb uplift at joint 2 and 10 lb uplift at joint 6. E N 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. I- N LOAD CASE(S) Standard T % FL Cert. 6634 September 13,2q13 WAMNG V.-t&desig-p—rriete7s aiadRFAD NOTM ON 7WIS AND INCLUDED AVTEK REFEREWE PAGE PUI 7473 BUCRE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for on individual building component. Applicoloility of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only,Additional temporary bracing to insure stability during construction is the responsibility of the Welk' er ctor.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding foe rta,DSB-89 and BCSI Building Component 6904 Parke East Blvd. brication.quality control,storage.delivery,erection and bracing.consult ANSI/TP11 Quality Crite s ^n �VIble from Truss Flate Institute,781 N.Lee Street,Suite 312,Alexandria,VA112314. T—pa,FIL 33610-4115 IM0 = P, .IS .1 i he n MARCH 12, 2009 WEB BRACING RECOMMENDATIONS ST-WEBBRACE J- (—R MiTek Industries,Chesterfield,MO Page 1 of 1 MAXIMUM TRUSS WEB FORCE(Ibs.)(See note 7) 72"O.C. BRACE 24"O.C. 48"O.C. =D BAY SIZE BRACING MATERIAL TYPE BRACING MATERIAL TYPE BRACING MATERIAL TYPE A B C D A B C D C D MiTek Industries, Inc. 101-0" 1610 1886 1886 2829 F12'-O" 1342 1572 1572 2358 4715 4715 7074 14*-0" 1150 1347 1347 2021 1006 1179 1179 1768 4715 894 1048 1048 1572 3143 2829 —8 T-1886 943 1414 1886 1886 2829 20*-0" 805 Bay size shall be measured in between the centers of pairs of diagonals. GENERALNOTES TYPE BRACING MATERIALS 1.DIAGONAL BRACING IS REQUIRED TO TRANSFER THE CUMULATIVE LATERAL BRACE FORCE INTO THE ROOF AND/OR CEILING DIAPHRAGM.THE DIAPHRAGM ISS TO BE DESIGNED BY A QUALIFIED PROFESSIONAL. PE 1 X 4 IND.45 SYP 2.THESE CALCULATIONS ARE BASED ON LATERAL BRACE CARRYING 2116 OF THE WEB FORCE. 3. DIAGONAL BRACING MATERIAL MUST BE SAME SIZE AND GRADE 08 BETTER,AS THE LATERAL BRACE rA -OR- MATERIAL,AND SHALL BE INSTALLED IN SUCH A MANNER THAT IT INTERSECTS WEB MEMBERS -8d AT APPROX.45 DEGREES AND SHALL BE NAILED AT EACH END AND EACH INTERMEDIATE TRUSS WITH 2 1 X 4#2 SRB(DF,HF,SPF) (0.131_)Q.5-)FOR 10 BRACES.2-10d(0.131'x 3")FOR 2)0 and 20 BRACES,AND 3-10d(OA31"-T)FOR 2W�BRACES 4. CONNECT LATERAL BRACE TO EACH TRUSS WITH 2-8d(0.131'X2.5')NAILS FOR IM LATERAL BRACES. 2-10d(0.131'�3-)NAILS FOR 2),3 wd 2.4 LATERAL BRACES.AND 3-10d(OA31%3")FOR 24 LATERAL BRACES B 2 X 3#3,STD,CONST(SPF,DF,HF,OR SYP) 5 LATERAL BRACE SHOULD BE CONTINUOUS AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY. 6. FOR ADDITIONAL GUIDANCE REGARDING DESIGN AND INSTALLATION OF BRACING,CONSULT DSB-89 TEMPORARY BRACING OF METAL PLATE CONNECTED Wool)TRUSSES AND EICSI I C 2 X 4#3,STD,CONST(SPF,DF,HF,OR SYP) GUIDE TO GOOD PRACTICE FOR HANDLING.INSTALLING&BRACING OF METAL PLATE CONNECTED WOOD TRUSSES JOINTLY PRODUCED BY WOOD TRUSS COUNCIL OF AMERICA a�d TRUSS PLATE INSTITUTE. sbcnd-lry.w..�d—tpi�st O'g BETTER(SPF,DF,HF,OR SYP) 7. REFER TO SPECIFIC TRUSS DESIGN DRAWING FOR WEB MEMBER FORCE. TABULATED VALUES ARE BASEDON A DOL. 1.15 FOR STABILIZERS: FOR A SPACING OF 24"O.C.ONLY,MITEK'STABILIZER"TRUSS BRACING SYSTEMS CAN BE SUBSTITUTED FOR TYPE A.B.C AND D BRACING MATERIAL.DIAGONAL BRACING FOR STABILIZERS ARE TO BE PROVIDED AT 13AY SIZE INDICATED ABOVE.WHERE DIAPHRAGM BRACING IS REQUIRED AT PITCH BREAKS STABILIZERS MAY BE REPLACED WITH WOOD BLOCKING,SEE"STABILIZER- TRUSS BRACING INSTALLATION GUIDE AND PRODUCT SPECIFICATION. DIAGONAL BRACE CONTINUOUS LATERAL RESTRAINT 2-10d NAILS (SEE NOTE 4) I RUSS WEB MEMBERS This information is provided as a recommendation to assist in the requirement for permanent bracing of the individual truss web members.Additional bracing may still be required for the stability of the overall root system.The method shown here is just one method that can be used to provide stability against web buckling. ST - L-BRACE JANUARY 1, 2009 L-BRACE DETAIL qD MiTelk Industries,Chesterfield,MO Page 1 of 1 E=0 MiTek Industries,Inc. Nailing Pattern Note: L-Bracing to be used when continuous L-Brace size — Nail Size ail Spacing lateral bracing is impractical. L-brace must cover 90%of web length. 1x4 or 6 10d 8"o.c. 2x4,6,or 8 16d 8"D.C. Note: Nail along entire length of L-Brace L-Brace Size (On Two-Ply's Nail to Both Plies) for One-Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 Nails 2x3 or 2x4 1x4 2x6 1 x6 M M DIRECT SUBSTITUTION NOT APLICABLE. SPACING WEB k L-Brace Size for Two-Ply Truss —A L-BRACE Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 — 2x6 2x6 I M M DIRECT SUBSTITUTION NOT APLICABLE. Nails Section Detail L-Brace Web L-Brace must be same species grade(or better)as web member. JANUARY 1, 2009 BEARING BLOCK DETAIL ST-BLCK2 �REFER TO INDIVIDUAL TRUSS DESIGN MiTek Industries,Chesterfield,MO Page 1 of 1 F FOR PLATE SIZES AND LUMBER GRADES C I C== IMPORTANT This detail to be used only with one ply trusses LU—U—ID with a D.O.L. lumber increase of 1.15 or higher. MiTek Industries,Inc. Trusses not fitting these criteria should be examined individually. 0-5-8 ACTUAL BEARING SIZE BOTTOM CHORD SIZE LUMBER ALLOWABLE BEARING BLOCK BEARING BLOCK&WOOD BEARING ALLOWABLE LOADS AND GRADE REACTION ALLOWABLE LOADS NAILING PATTERN (IbI * ALLOWABLE LOAD 11b) TOTAL EQUIVALENT BEARING LENGTH SYP 4661 975 5636 0-6-10 2x4 BOTTOM CHORD 2 ROWS @ 3'D.C. DF 5156 892 6048 0-6-7 (8 TOTAL NAILS) HF 3341 772 4113 0-6-12 SPF 3506 754 4260 0-6-11 SYP 4661 1462 6123 0-7-3 2x6 BOTTOM CHORD OF 5156 1338 6494 0-6-15 3 ROWS @ 3"D.C. HF 3341 1159 4500 0-7-6 0 2 TOTAL NAILSI, SPF 3506 1131 4637 0-7-4 SYP 4661 1950 6611 0-7-12 2x8 BOTTOM CHORD OF 5156 1784 6940 0-7-6 4 ROWS @ 3'D.C. HF 1545 0 6 TOTAL NAILS) 3341 4886 0-8-0 SPF 3506 5014 0-7-14 [CASE11 \\F—--I 4" MINIMUM HEEL HEIGHT BRIG BLOCK TO BE SAME 2"BLOCK SIZE,GRADE,&SPECIES AS EXISTING BOTTOM CHORD. 12"BLOCK_ APPLY TO ONE FACE OF TRUSS. - NOTES: 1.USE LOWER OF TOP PLATE OR TRUSS WOOD SPECIES. 23HE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3.NAILS DESIGNATED ARE 1 Od(.131"DIAM.x 3") FOR BEARINGS NOT NEARER THAN 3"TO THE END OF A MEMBER(CASE 2),THESE VALUES MAY BE MULTIPLIED BY A BEARING FACTOR OF 1.03 LOADS BASED ON FOLLOWING Fc PERPENDICULAR VALUES: SYP=565 psi DF =625 psi HF =405 psi SPF =425 psi NOTE:VALUES DO NOT INCLUDE MSR LUMBER WITH"E"VALUES GREATER THAN 1,900,000 PSI OR NON-DENSE GRADE LUMBER. FEBRUARY 8, 2008 LATERAL BRACING RECOMMEND S ST-STRGBCK Page 1 of 1 MiTek Industries,Chesterfield,MO TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS 2x6"STRONGBACK" IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. MiTek Industries,Inc. NOTE 1:2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD. SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. NOTE 2:STRONGBACK,BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR,AND PROPERLY CONNECTED,BY OTHERS, AT THE ENDS. ATTACH TO VERTICAL INSERT WOOD SCREW THROUGH OUTSIDE ATTACH TO VERTICAL SCAB WITH(3)-10d NAILS FACE OF CHORD INTO EDGE OF STRONGBACK USE METAL FRAMING WEB WITH(3)-10d NAILS (0.131 x 3") (DO NOT USE DRYWALL TYPE SCREWS) ANCHOR TO ATTACH (0.131"x 3") TO TOP CHORD ATTACH TO VERTICAL WEB WITH(3)-10d NAILS (0.131"x 3") BLOCKING BEHIND THE ATTACH 2x4 VERTICAL TO FACE ATTACH TO CHORD VERTICAL WEB IS OF TRUSS. FASTEN TO TOP AND WITH TWO#12 x 3" RECOMMENDED WHILE BOTTOM CHORD WITH(2)-1 Od WOOD SCREWS(.216"DIAM-) NAILING THE STRONGBACK NAILS(0.131 x 3")IN EACH CHORD L I xx ING ATTACH TO VERTICAL INSERT SCREW THROUGH OUTSIDE USE METAL FRAM ATTACH TO VERTICAL SCAB WITH(3)-1 Od NAILS FACE OF CHORD INTO EDGE OF ANCHOR TO ATTACH WEB WITH(3)-1 Od NAILS (0.131"x 3") STRONGBACK(DO NOT USE TO BOTTOM CHORD (0.131"x 3") DRYWALL TYPE SCREWS) 4-0-0 WALL — BLOCKING TRUSS 2x6 (BY OTHERS) (BY OTHERS) STRONGBACK (TYPICAL SPLICE) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO ADEQUATE SUPPORT, DESIGNED BY OTHERS.IF SPLICING IS NECESSARY,USE A 4'-0"LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH(12)-1 Od NAILS (0.131"x 3")EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: -10d OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4'-0"AND FASTEN WITH(12) NAILS(0.131"x 3")STAGGERED AND EQUALLY SPACED. (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL) JANUARY 1, 2009 FLOOR TRUSS BLOCKING DETAIL ST-LEDGR2A MiTek USA,Inc. Page 1 of 1 2 x UPLIFT LEDGER. SECURE TO GIRDER TRUSS WITH CONSTRUCTION QUALITY ADHESIVE AND 10d NAILS (0.131"diam.X 3"long)AS FOLLOWS: GIRDER,TRUSS SINGLE TOP CHORD-1 ROW @ 3"O.C. MiTek USA,Inc. DOUBLE TOP CHORD-2 ROWS @ 3"O.C. (I ROW IN EACH CHORD MEMBER) 2 x LEDGER. SECURE TO GIRDER TRUSS WITH CONSTRUCTION QUALITY ADHESIVE AND 10d NAILS (0.131"diam.X 3"long)AS FOLLOWS: SINGLE BOTTOM CHORD-1 ROW @ 3"O.C. ATTACH TRUSS TO BOTTOM TIE-IN SPANS DOUBLE BOTTOM CHORD-2 ROWS @ 3"O.C. CHORD LEDGER WITH(3)-10d (I ROW IN EACH CHORD MEMBER) NAILS THROUGH VERTICAL MAX.LOAD APPLIED TO LEDGER (PLF) SYP DOUG-FIR SPF/HF SINGLE CHORD 404 372 316 08 632 DOUBLE CHORD 808 744 NOTE:VALUES BASED ON FOLLOWING VALUES SYP=101#/nail DF=93#/nail SPF=79#/nail FEBRUARY 19, 2009 UPLIFT TOE-NAIL DETAIL ST-TOENAIL-UPLIFT MiTek USA,Inc. Page 1 of 1 THIS DETAIL SHALL BE USED FOR A CONNECTION RESISTING UPLIFT FORCES ONLY.BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. MiTek USA,Inc. END VIEW SIDE VIEW 0.00* TOP PLATE OF W LL 1"FOR 3"NAIL 1/16"FOR 3.25"NAIL NEAR SIDE L 11--3/116"FOR 3.5"NAIL NEAR SIDE 0 -OW 4ATE LL N ARSID:E VIEWS SHOWN ARE FOR FAR SIDE ILLUSTRATION PURPOSES ONLY JTOE-NAIL WITHDRAWAL VALUES PER NDS 2005(lb/nail) DIAM. SYP DIF HIF S F SPF-S * NOTES: .131 59 46 32 20 1.TOE-NAiLS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES z OF THE 0 9 .135 60 48 33 20 WITH THE MEMBER AND STARTED 1/3 THE LENGTH _j AS SHOWN. .162 72 58 39 25 NAIL FROM THE MEMBER END 2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF _j C6 NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING :e�- -_ OF THE WOOD. a .128 42 28 VALUE SHALL BE BASED ON THE SPECIE WITH Z 3. ALLOWABLE 19 UZ 9 .131 55 43 29 28 Hq LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN _j ;" 1 no AR 34 31 21 THE CONNECTION. .1 4q862 - < C-i .120 51 27 26 17 z 17 0 .128 49 38 26 25 6 .131 51 39 27 26 17 C6 57 44 31 28 .148 VALUES SHOWN ARE CAPACITY PER TOE-NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3)-16d NAILS(.162"diam.x 3.5")WITH SPF SPECIES TOP PLATE For Wind DOL of 1.33: 3(nails)X 37(lb/nail)X 1.33(DOL for wind)=148 lb Maximum Allowable Uplift Reaction Due To Wind For Wind DOL of 1.60: 3(nails)X 37(lb/nail)X 1.60(DOL for wind)=177 lb Maximum Allowable Uplift Reaction Due To Wind If the uplift reaction specified on the Truss Design Drawing exceeds 147 lbs(177 lbs)Building Designer is responsible to specifiy a different connection. USE(3)TOE-NAILS ON 20 BEARING WALL USE(4)TOE-NAILS ON 2x6 BEARING WALL -GE110-001 FEBRUARY 114, 2012 Standard Gable End Detail ST MiTek USA,Inc. Page 1 of 2 Typical x4 L-Brace Nailed To 2x VerTicals W/10d Nails.,6"o.c. Vertical Stud (4)-16d Common DIAGONAL Vertical Stud Wire Nails BRACE 16d Common V I e rt I 1 6 ca d I CS 0 t mud mon 're Na Is _e 110 f 2 10____I AL 7E MiTek USA,Inc. Wire Nails SECTION B-B Spaced 6"o.c. DIAGONAL BRACE 10 4'-O"O.C.MAX (2)r-1 Od Common� —2 6 Stud or to x W Ire Nails i* 2X4 No.2 of better i nto 2x6 x "W� T �GE'O ET.R1 IND=CONDITIONS TRUSS GEOMET RUSS M 'LLU.'0 T.T'0 S Typical Horizontal Brace SHOW r N ARE FOR ILLUSTRATION ONLI. SHOWN 'E'0 Verticals Nailed To 2x- 12 SECTION A-A 2�4 Stud w/(4)-10d Common Nails Varies to Common Truss PROVIDE 2x4 BLOCKING BETWEEN THE FIRST SEE INDIVIDUAL MITEK ENGINEERING OENAIL BLOCKING DRAWINGS FOR DESIGN CRITERIA TWO TRUSSES AS NOTED. T TO TRUSSES WITH(2)-10d NAILS AT EACH END. A ATTACH DIAGONAL BRACE TO BLOCKING WITH 3x4 (5)-10d COMMON WIRE NAILS. B B (4)-8d NAILS MINIMUM,PLYWOOD SHEATHING TO 2x4 STID SPIF BLOCK Diagonal Bracing L-Bracing Refer Refer to Section A-A to Section B-B Roof Sheathing---- NOTE: 1.MINIMUM GRADE OF#2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND (2)-1 WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. Max. (2)-10d NAILS 3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. S:1 x4 SRB 4."L"BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADE OR 2x4 STUD OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6"O.C. rus S @ 24" o.c. 5.DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAM AT 4'-0"O.C. 6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A 2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6"O.C.HORIZONTAL T STUD. BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGES 2�X6 DIAGONAL BRACE SPACED 48"O.C. 10d NAILS THROUGH 2x4. ATTACH TO VERTICAL STUDS WITH(4) Diag. Brace ATTACHED TO VERTICAL WITH(4)-16d (REFER TO SECTION A-A) COMMON WIRE NAILS AND ATTACHED 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS U240. at 1/3 T APPLY TO STRUCTURAL GABLES. TO BLOCKING WITH(5)-10d COMMONS. 8. THIS DETAIL DOES NO if needed 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE TRUSSES. HORIZONTAL BRACE End Wall (SEE SECTION A-A) 2 2 DIAGONAL D A NAL AT TS _j 0 Minimum Stud Without 1x4 -2x4 DIAGONAL BRACES AT ufT 1/ PO B e 3 IN 'ci r -1 Stud Size Spacing Brace �L-Brace L Brace BRACE 1/3 POINTS Species Maximum Stud Lentgth and Grade 9-0-5 13-6-8 2x4 SPIF Std/Stud 112"O.C. 4-6-3 5-0-7 7-14-7 0 C. 6-2-0 8-2-7 12-3-10 2x4 4SPFStd/Stud 16"O.C. 4-1-3 1 0 F Std/Stud __ 5-0-7 6-10-15 10-4-7 2x4 SPF Std/Stud 24"O.C. , 3-5-8 3-6-11 Diagonal braces over 6'-3"require a 2x4 T-Brace attached to one edge. Diagonal braces over 12'-6"require 2x4 I-braces attached to both edges. Fasten T and I braces to narrow edge of web with I Od common wire nails 8in D.C.,with 3in minimum end distance. Brace must cover 90%of diagonal length. MAX MEAN ROOF HEIGHT=30 FEET CATEGORY 11 BUILDING EXPOSURE B or C _0 ASCE 7-98,ASCE 7-02,ASCE 7-05 110 MPH SIGN IS-_ JFTS A�ND CLAD�ING. C STUD DESIGN IS BASED ON COMPONE!, M�W ASCE 7-10 140 MPH S 1 CTIO 0 FIRS. N DURATION OF LOAD INCREASE:1.60 CONNECTION OF BRACING IS BASED ON MWFR_ Solid Sawn Lumber Connectors E= FACE MOUNT HANGERS - SOLID SAWN LUMBER (OF & SP) Theseproducts are available with additional corrosion protection.Additional products on PF These products are approved for installation with the Strong-Drive SO Structural- this page may also he available with this option,check with Simpson Strong-Tie for details. Connector screw.See page 30 for the correct substitution and SO screw size. Dimensions Fasteners DF/SP Allowable Loads Installed - Min/ I [Upliftl Floor(100) Snow(115) Roof(125) Cost Code Joist Model No. Go I Header Index Rel. Size MWH 8 1 Max st H_ 110d I 16d I -_ r(T6 0)rl I (ICI) SAWN LUMBER SIZES LU24 201 191,, 1 31A i 4-10d 4-16d 2-10dxll/, 265 1 465 1 '5 531) 635 575 �85 Lowest FLUS24 181 1'X6 1 3% 1 YA - 4-10d 2-10d 490 670 1 - 765 - 825 - 3% W 5�5 7'( 67% U24 161 11/16 311s 1 1h - 4-10d 4-16d 2-10dxll/2 265 485 575 550 G 55 5 HU26 14 1%6 3 IAB 21/4 - - 4-16d 2-1 Odxl A 335 - 59E - 670 - 7 19 DBL KUS24-2 18 31/9 311s 2 - - 4-16d 2-16d 440 --- �'i)C. _ 9,111 __ (V Lowest 2x4 U24-2 16 3 A 3 2 - 4-10d 4-16d 2-11 Od -70 485 575 53U_ 655 7195 33% HU24-2/HUC24-2 14 3 A 3 1/v 21/2 - 4-16d 2-10d 240% 'LUS26 18 IM6 4V4 1 Y4 - 4-10d 410d 1165 865 - 990 - Lowest LU26 20 11& 41/4 11/2 - 6-10d 6-16d 4-10dxllh 565 700 835 795 �60 6% "U CJ 17.F6, lb U26 16 11& 41/4 2 - 6-10d 6-16d 4-10dxllh 585 7,10 865 S25 980 43% 2x6 CZ FLUC26Z 18 1'X6 4V4 1'A - 6-10d 6-16d 4-10dxllh 730 710 845 810 965 875 1 1040 160%- C3 HU26 '14 1'/% 3'A6 21/4 - - 4-16d 2-1 0dX1 V, 355 - 59r, -- P.-7 0 - 1 72 17R. 'HUS26 16 1'A 5% 3 - - 14-16d 6-16d 1550 - 272�, 276% FLUS26-2 18 31/8 47A 2 - - 4-i6d 4-16d 1165 -- M U26-2 16 31/9 5 2 - 8-10d 8-16d I 4-lod 7,10 975 179% DBL HUS26-2 114 31/9 Vic 2 - - 4-16d 4-16d 1 1235 --- 2x6 14 3 A 5% 2 Y2 Min - 8-16d 4-10d 7 P. 233% HU26-2/HUG26-2 �_11�/L 21/, Max - 12-16d 6-1 Od 1 254% LUS26-3 181 45A 41/s 2 4-16d 4-16d 1165 - U26-3 161 45A 41/4 2 8-10d 8-16d 4-10d 740 975 1150 1100 1305 11S5 1411) 160 TPL 2xE 1190 - 1145_ 14141%6 5 Y2 2 VS Min I - 8-16d 4-1 Od 760 - HU26-,%FHUC26-3 51-/2 21/2 Maxl - 12-16d 6-1 Od 1135 - 1735 7� 7� 1 1 LU S-2_6 181 W16 - 4-10d - 1 1 41/4 1-14 4-1 Od 1 1 5 8(35 Lowest LU26 201 1 Yie 4?/4 1 V-, - 6-1 Od 6-16d 4-1 0dx1 1h 565 700 r'31, 6% 'LUS28 1 81 1 Me 6 3A 1'14 - 6-1 Od 4-1 Od 1165 111)11 23% 390 TU-28 - 201 19& 6Y. 1'/, - 8-1 Od 8-16d 6-1 Odxl Ilk 850 93 0 Il 1(1 11 i 2x8 U26 161 1%6 4/4 2 - 6-10d 6-16d 4-10dxl'.A 581� 720 8 r[U-C-26Z 18 1 M, 43/4 1 Y4 - 6-1 Od 6-16d 4-10dxl 1h 730 710 845 810 1 965 875 1 1040 160% HU28 14 1 IX6 5/4 2/4 - - 6-16d 4-10dxll/? 3 10 - 05 100F 3_,(IS 17,F6,L 'HUS26 16 1'A 53/8 3 1 - - 14-16d 6-16d 1550 - 272 __T 3 ___F_ 'HUS28 16 iA 7 - - 22-16d 8-16d 2000 3965 4120 42201 409% L7US-26-2 18 3 A 41A 1 2 - - 4-16d 4-16d 1165 15 10 1180 2 Lowest rFU S 2 8-_2 18 31A 7 1 2 - - 6-16d 4-16d 1165 1 5 15011 6�K) 8% DBL U26-2 161 31A 5 1 2 - 8-1 Od 8-1 6d 4-1 Od 740 975 1150 1100 1305 1165 14V 65% W HUS28-2 141 31A T&1 2 6-16d 6-16d 1550 - 1815 -- 188% I 31A 7 21/2 Min - 10-1 6d 4-1 Od 760 14901 1681) 18nr 397% HU28-2/HUC28-2 7 21/2 Max - 14-16d 6-1 Od 11.15 20651 23� 14 31A 418% LUS28-3 18 45/9 61/4 2 - 6-16d 4-16d 1165 U26-3 16 45/9 41/4 2 8-10d 8-16d 4-10d 740 TPL W _T17% _�V 2112 Min - 8-16d 4-1 Od 760 160 1-11.126-THUG26-3 - 12-16d 6-1 Od 1135 14 T_1& -�T/2 TT Maxi Z 14 6 1A 6,A 21/2 i n - 10-1 6d 4-16d 900 QUAD 1-11.128-4/1-1028-4 6d 6-16d W 14 6 A 6 5A 2 Y2 Max - 14-1 1345 IL350 9 �0 149", LUS28 18 1 6V8 VA 6-10d 4-1 Od 1165 11 f)0 - - 1 5 Lowest 2 LU28 20 1 9X 8-16d 6-1 Odxl 1A 850 930 111 1" —13% 6 61/8 1112 - 8-1 Od - S _iT - 8-1 Od 4-10d 1 13.10 15% LUS210 18 11& 1 7'Yi6 4 28% LU210 20 11/16 1 VM61 1112 - V-10d 10-16d 6-10dxll/2 1 0 TWO - 76% U210 1 '1 7"A 6 2 10-10d 110-16d 6-10dx1'A I 110 12- LU02111OZ 18 W4 PA 1'/4 - 10-10d 10-16d 6-10dxll/, 1100 1185 1410 1345 1605 1455 1735 180% 0 - 225% HU210 14 1 IX6 7 A 21/4 - 8-16d 4-10dxl'.A Pi1c) 114� _14 450% 17.Fb.L',' HUS210 16 15/5 9 3 - 30-16d 110-16d 3000 'LUS28-2 18 31/s 7 2 - 6-16d 4-16d 1165 1315 Lowest 8-16d 6-16d 1745 i F,93C-11 - 2!),9 11 92,1 34% rD S 2 10-2 181 31A 9 -2 U210-2 16 3 A 81 2 - 14-10d 14-16d 6-1 Od 1110 1705 2013 1930 2285 2F!75 24�,� 88% C� DBL HUS210-2 14 31A 93/,6 2 - - 8-1 6d 8-16d 3205 - 217� - 2420 ?W 2`17% 2x10 HU210-21 L4 TA 81Y16 2X2 Min - 14-16d -6-1 Od 1135 - 21085 - 2350 2530 441% _'�__8*6 2 Y, Max - 18-16d 10-10d 18% 268) - 1020 32 5c, 467% HUC210-2 14 'A HHUS210-2 14 3-1/16 87/a 3 - 30-16d 10-16d 4000 563� - 6390 688" - -i 6d 1500 160 LUS28-3 18 45A 1/7 2 6-16d 4 1165 LUS21 - 8 Y, 2 - 8-16d 6-16d '1745 209( 0 3 18 41A W U210- 16 4 Vs 71/4 2 1 14-10d 14-16d 6-1 Od I I I i't 3 __T TPL _f4_1_6_d __6 110d 17 HU210-3/ 14 4"Y116 8/1�. 2 Min 17,F6,I 200 HUC210_3 14 411V, M/, 91A 1 Max I HHUS2 0-:3 14 41"V161 9 1 3 1 - .1 1 du-100 I IV-10 HGUS210-3 1121 41,' 1 9Y, 1 4 1 - I 46-16d 16-16 7 79 F23 1601 74 See footnotes on page 76. CODES:See page 20 for Code Reference Key Chart. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00003467 Date 11/15/13 Property Address . . . . . . 961 PARADISE CIR Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 264200 ---------------------------------------------------------------------------- Application desc NEW HOME ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BOB & CHRIS LLC ELITE HOMES INC. 357 12TH ST 357 12TH ST FL 32233 ATLANTIC BEACH FL 32233 ATLANTIC BEACH (904) 349-2803 (904) 349-2803 --- Structure Information 000 000 NEW HOME 2642 HABITABLE Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc 21 FIXTURES Sub Contractor NELSON PLUMBING CO. INC. . 00 Permit Fee . . . . 202 . 00 Plan Check Fee Issue Date . . . . Valuation . . . . 0 Expiration Date . . 5/14/14 ---------------------------------------------------------------------------- Special Notes and Comments Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. ftL C4"AO& FLORIDA PERMIT ISa@#aVE)11()RtY>A BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 OR Page 2 Application Number . . . . . 13-00003467 Date 11/15/13 ---------------------------------------------------------------------------- Special Notes and Comments A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE PLBG DCA SURCHARGE 3 . 03 STATE PLBG DBPR SURCHARGE 3 . 03 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 202 . 00 202 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 6 . 06 6 . 06 . 00 . 00 Grand Total 208 . 06 208 . 06 . 00 . 00 PERMIT IS APPROVED ONLV IN ACCORDANCE WITH ALL CITV 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 PERMrr JOBADDRESS: q1pJ 'ParacksC_ konC� NEW OR REPLACEMENT INSTALLATION: Project Value $ 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 Water Connected Appliances Laundry Tray Water Heater Lavatory Water Treating System Other Fixtures RE-PIPE; TYPE OF FMTURE QTY TYPE OF FE'CTURE QTY Bathtub Septic Tank&Pit Clothes Washer Shower Dishwasher Shbwer 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 MI[SCELLANEOUS: Ei Sewer Replacement 0 Back Flow Preventer o Grease Interceptor(Trap) gallons(Requires 3 sets of ph o Lawn Sprinkler System-Number of Heads Ej Well ** SJRWD Well Completion Form. Completed form t be submitted to tFe—Building Department for final inspectior ii 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 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 speci: 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 constructic PhoneNumber 3Vq- --�803 Property Owners Name Et( �L M - n)c ffice Phone Fax— Plumbing CQmpany 1) LJ M 10 1 ity 'Ta q, State Zin372,51 Co. Address: ws Cr(e -C C License Holder(Print): �;CAOTr 1\J Istal"te Certification/Registration 4 nSe 0 L——————— 11AfFense Ider d Signatim Fo -0 boc 2o/3 Z 0. .1-, Notary Public-State of Florida dayof 1vot)o Of u scribed before me this 6-2 5 z ] Sworn 4andbsc My Comm.Expires Nov 16,2015 Commission #EE 137475 Bonded Through National Notary A,s' Signatur e of Notary Public CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 -5814 INSPECTION PHONE LINE 247 C Application Number . . . . . 13-00003467 Date 2/11/14 Property Address . . . . . . 961 PARADISE CIR Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 264200 ---------------------------------------------------------------------------- Application desc NEW HOME -- ------------------------------------------------------------------------- Owner Contractor ------------------------ ELITE HOMES INC. BOB & CHRIS LLC 357 12TH ST 357 12TH ST FL 32233 ATLANTIC BEACH FL 32233 ATLANTIC BEACH (904) 349-2803 (904) 349-2803 --- Structure Information 000 000 NEW HOME 2642 HABITABLE Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ------ ---------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc NEW SERVICE Sub Contractor KNIGHT ELECTRIC LLC Permit Fee . . . . 125 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/10/14 -------------------------------- -------------------------------------------- Special Notes and Comments ter/sewer utilities . Verify Avoid damage to underground wa vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy Of the results sent to Public Utilities . must be installed and Full erosion control measures approved prior to beginning any earth disturbing activities . Contact Public Works (247-S834) for Erosion and Sediment Control Inspection prior to start of construction. A.JI-T PERMIT IS W&NWACfi1&J;j'K34LqSQRR4HE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00003467 Date---2/11/14 ------------------------------------------------------------- -- ------- Special Notes and Comments A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . *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 --------------- -- --- --------- - -------- ------- -------------------------EC DCA SURCHARGE 2 . 00 Other Fees . . . . . . . . . STATE EL STATE ELEC DBPR SURCHARGE 2 . 00 -------- --- Credited Due Fee summary Charged Paid ---------- ---------- ------------- --- ---------- ---------- . 00 . 00 Permit Fee Total 125 - 00 125 . 00 . 00 . 00 Plan Check Total . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 129 - 00 129 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ELECTRICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd, Atlantic Beach, Fl, 32233 Ph(904) 247-5826 Fax (904)247-5845 PERMIT # 3- '3 JOB ADDRESS: PAI-PA(se- JEA INFORMATION REQUIRED ON ALL PERMITS 190 AMPS )-IqP VOLTS PHASE VALUE OF WORK$ NEW SERVICE 0 Overhead El'Underground Underground up Pole 51tesidential(Main) Service [10-100 amps 0 101-150amps JIS"I-200amps 0—amps of Meters 0 Commercial(Main) Service 00-100 amps 5 10 1-1 50amps El 151-200amps Li_amps OCT Service amps Conductor Type Size OMulti-Family(Main)Service [10-100 amps 1110 1-I 50amps 11 151-200amps 5—amps of Unit Meters El Temporary Pole 11 amps SERVICE UPGRADE 11______amps El CT Service amps NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.) 5100amps 0150amps 11200amps El —amps OCT Service amps ADDITIONS,REMODELS,REPAIRS,BUILD-OUTS,ACCESSORY STRUCTURES,ETC. Outlets/Switches: —0-30amps 31-100amps 101-200amps Appliances: —0-30amps 31-100amps 101-200amps A/C Circuits: 0-60amps 61-100amps Heat Circuits: — # circuits @ kw Number of Lighting Outlets, Including Fixtures: OTHER ELECTRICAL PROJECTS 11 Motors hp El Swimming Pool 11 Sign E Smoke Detectors__Qty �U Transformers—KVA FIRE ALARM SYSTEM (Requires 3 sets of plans) VALUE OF WORK Qty_volts/amps REPAIRS/MISCELLANEOUS Panel Change 0 OH to UG 0 Replace Burnt/Damaged Meter Can E Safety Inspection D ElOther: t fy that I have Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby cer i 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 Phone Number Electrical Company -Office Phone W7-10 Y Fax 2 /7-1Y3 Co.Address: log x� city �� OZA —State zip 7220 S�kr - 3 r r/2170/2,f L ication/Registration License Holder(Print): State Certif Notarized Signature of License Holder c staw of Fiorida Before me this f 0 Oj P NotarY Publi 140"e shirley L Gratiam MY commission FF 068990 Signature of Notary PL F Xpi(gs 02114120`18 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00003467 Date 3/17/14 Property Address . . . . . . 961 PARADISE CIR Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 264200 ---------------------------------------------------------------------------- Application desc NEW HOME ----------------------------------------------------- Owner Contractor ------------------------ ------------------------ BOB & CHRIS LLC ELITE HOMES INC. 357 12TH ST 357 12TH ST FL 32233 ATLANTIC BEACH FL 32233 ATLANTIC BEACH (904) 349-2803 (904) 349-2803 --- Structure Information 000 000 NEW HOME 2642 HABITABLE Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL GAS PIPE PERMIT Additional desc - - PANE PARTNERS Sub Contractor . . FLORIDA PRO Plan Check Fee . 00 Permit Fee . . . . 110 . 00 Valuation . . . . 0 Issue Date . . . . Expiration Date . . 9/13/14 --------------- ------------------------------------------------------------- Special Notes and Comments Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public utilities . must be installed and Full erosion control measures approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. W&SQQ414E FLORIDA PERMIT IS a9"VffT1QRt;�DA A]�WJJART-WPQDAL C?fq4o& BUILDING CODES. A CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL INSPECTION PHONE LINE 247-5814 C Page 2 Application Number . . . . . 13-00003467 Date 3/17/14 ---------------------------------------------------------------------- ----- Special Notes and Comments A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS -- ------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE MECH DCA SURCHARGE 3 . 02 STATE MECH DBPR SURCHARGE 3 . 02 -- ------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 110 . 00 110 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 6 . 04 6 . 04 . 00 . 00 Grand Total 116 . 04 116 . 04 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 S(--minole Rd Atlantic Beach, FL 32233 Ph(904) 247-5826 Fax (904) ;47-5845 JOB ADDRESS: PERMIT# '340 PROJECT "LUE ARI# REQUIRED Air Handling Equipment Only Air Handling Unit & Condenser Condenser Only I — NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating REQUIRED Duct Systems: Total CFM REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating REQUIRED Duct Systems: Total CFM FIRE PREVENTION Fire Sprinkler System Quantity (Requires 3 sets of plans) Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets Boilers BTU's Elevators/Escalators ALL OTHER GAS PIPING Heat Exchanger Quantity of Outlets Pumps #Vented Wall Furnaces Refrigerator Condenser BTU's #Water Heaters Solar Collection Systems Tanks (gallons) Wells .0e vv�� OTHER: Permit becomes void if work does not commence wit, 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 co: 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 rovisions of any other state or local law regulation construction or the performance of construction. Property Owners Name ....... Phone Number Fax office Phone Mechanical Company�"Wm 7-- Co. Address: City State—Zip License Holder If(Print): State ertific on/Registration# Notarized Signature of License Hold �-day of 2 My Coh jENMFERWAM efore me this SSION#FF 011490 EXPI1 n ignature of Notary Public My COMI Ap'124 1111 EXPIRE d., wd Tb eandeduru Noufy putft UndoWNI's