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951 Paradise Cir 2013 SFR CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ,j ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 �cll Application Number . . . . . 13-00003466 Date 2/18/14 Property Address . . . . . . 951 PARADISE CIR Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . PLANNED UNIT DEVELOPMENT Application valuation . . . . 265500 ---------------------------------------------------------------------------- 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 Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL HVAC PERMIT Additional desc 2TONS 8K BTUS Sub Contractor HWK MECHANICAL INC (BEEHIVE) Permit Fee . . . 91 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 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. PERMIT IS 11BP3R6V 111A AEUWD'WRiGVaQDEj,, Ca%Qj' A%, JWACH1JkWRRi4q- S gQP4HE FLORIDA BUILDING CODES. Jrl CITY OF ATLANTIC BEACH >3 800 SEMINOLE ROAD j ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00003466 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 g 1-2 Ph(9247-5826 Fax(904) 247-5845 .TOB ADDRESS: ! � JL CZ LZ PERMIT# 19-3 PROJECT VALUE $ :57,60a ARI# TTW ��0 / REQUIRED Air Handling Equipment Only Air Handling Unit & Condenser Condenser Only NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity 2 Tons Per Unit Heat: Unit Quantity L BTU's Per Unit Seer Rating l Duct Systems: Total CFM z* 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 construction. Property Owners Name ��/yTr3�2 '[ Phone Number Mechanical Company)&- &- 2 Office Phone Fax le G Co. Address:7 r�I�- Pi--a- 4L)i— City e.4114-h4" State Zip 3 � License Holder(Print): �� GAIL to e ' t o egistration#a 'i/.7y`/��U Notarized Signature of License Holder KRISTINA T.WILSON Before me this day of t /' 20 Notary public,State of Florida My Comm.Expires April 21,2016 Signature of Notary Public Commission No.EE 189868 CITY OF ATLANTIC BEACH 111 l 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 J INSPECTION PHONE LINE 247-5814 , �,I3 c Application Number . . 13-00003466 Date 10/08/13 Property Address . . . . . . 951 PARADISE CIR Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . PLANNED UNIT DEVELOPMENT Application valuation . . . . 265500 ----------------------------------------------------- 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 Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ------------------------------------------------------ Permit . . . . . . SINGLE FAMILY DWELLING NEW Additional desc . Permit Fee 553 . 00 Plan Check Fee 276 . 50 Issue Date . . . Valuation 265500 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 NATIONAL ELECTRIC CODE PERMIT ISAP"0VarffQ�1eArAQU&3 W� A � '�Ie�I LPA TI �@A �� A fYES', N7i�HE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH f 800 SEMINOLE ROAD � S) ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00003466 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 . 30 DEV REVIEW-SINGLE & 2-FAM 50 . 00 ENG REV RESIDENTIAL BLD 100 . 00 STATE DBPR SURCHARGE 8 . 30 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 553 . 00 553 . 00 . 00 . 00 Plan Check Total 276 . 50 276 . 50 . 00 . 00 Other Fee Total 5641 . 60 5641 . 60 . 00 . 00 Grand Total 6471 . 10 6471 . 10 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITU OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH J 800 Seminole Road, Atlantic Beach, FL 32233 , FILE C Office (904) 247-5826 Fax(904) 247-5845 Job Address: VA.(-AD►1-ree 61T Permit Number: Legal Description LcT CAfA D 1 Se• epf- of . Parcel# Floor Area of Sq.Ft. Sq.Ft Valuation of Work$, HS- 7try Proposed Work heated/cooled A 45:r non-heated/cooled Z a? (I Yee . Class of Work(circle one): Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) (circle one): Commercial R s If an existing structure, is a fire sprinkler system installed? (Circle one): es No N/A D Florida Product Approval# Lez AZTAcAed s��` � I� For multiple products use product approvalform 15 Describe in detail the type of work to be performed: k&o S ,- �,,,.� SEP 2013 IJ Property Owner Information: _ Name: 3,b C-h? 5 LI-C Address: 357 /c2"'S4,ev City State Fl.Zip zz3- Phone 90Y-3yF-2,?-,,3 E-Mail or Fax#(Optional) Contractor Information: Company Name: L /Y� r 1-5 Qualifirin Agent: Address:--35 7 12 Stxeet— City State /L/- Zip 3zZ3D Office Phone 3;15- Z �_3 Job Site/Contact Number C1i is 3 9-Zi 3 Fax# State Certification/Registration# C L 051190 Architect Name&Phone# Avlfwo - . K G, ,441 ffy - Engineer's Name& Phone# 111,75h -a a Fee Simple Title Holder Name and Add ss_ SZ aS• "171.1 Ile Bonding Company Name and Address 1114 " Mortgage Lender Name and Address N/4 ipplicatiorr is hereby made to obtain a pernrit to do die wont and installations as i►uligd I cer7ifi d►at no work or installation Inas commenced prior to the issuance of a permit arul that all work will be performed to»reef the standarYls of all laegalatirrg cwrsd urctio►r in this jurisdiction. This permit becomes rrall and void rf work is not commenced within months,or if carstructi0 or work is ended or abandoned for apenod of six(6)months at any time after work is commenced. I unrderstand tlmt separate pernrits nncrt be secured for Electri {'ork, PGu»bing, Sigtts, Wells, Pools, Fitr►taces,Boilers,Healers, Tanks and Air Coytditionets,etc WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby cerlifi that I have read and eranrined this application and know the same to be nye and correct. All provisions of laws and ordinances governing this hpe of work will be complied with whether sppeeci red herein or not. The granting of a permit does not presume to give authority to Wolate or cancel the Provisions of any other federal,state,or local law,regulating construction or the pe►formance of construction. Signature of Owne Signature of Contract Print NamePrint Name Sworn s scribed before w o Sd subscribed be e this 20 20 1! LEY �� MISSI N#DD 9577 0 W11 11 .:. ` H {. NO y.:;u+.c `hru NOVY P nderwi tersitSP! FS:FM1Ndry 1 and d rma N.1et Public de 'ers evised 01.26.10 DO NOT WRITE BELOW- OFFICE USE ONLY Applicable Codes: 2010 FLORIDA BUILDING ODE Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: M /01-13 Development Size Habitable Space ;L(,o 65�PNon-Habitable t ,c T. F: Impervious area Miscellaneous Information Occupancy Group if=? Type of Construction —V J3 Number of Stories Z2 Zoning District Max. Occupancy Load Fire Sprinklers Required Flood Zone &A Conditions/Comments: s=��ir,�� City of Atlantic Beach APPLICATION NUMBER �� Building Department sd ,�\ (To be assigned by the Building Department.) c 800 Seminole Road r` �� Atlantic Beach, Florida 32233-5445�t. s'�� V�1 Phone(904)247-5826 Fax(904)247-5845 E-mail: building-dept@coab.us �/J Date routed: 3 City web-site: http*/Awww.coab_us APPLICATION REVIEW AND TRACKING FORM Property Address: a�,'S� //�, D aLtment review required Yes No ui Applicant: m'E s Planning &Zoni I Feeminlstrator Project: Works is Utilities u 25a ety Fire Services Review fee $ / Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS c�& SQQ Reviewing Department First Review: [Approved. ❑Denied. (Circle one.) Comments: 1 I L BUILDING c�t - PLANNING &ZONING Reviewed by: � Date: TREE ADMIN. Second Review: [Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: FlApproved as revised. ❑Denied. Comments: Reviewed by: Date: teAsed 05/14/09 'r ✓n \ CITY OF ATLANTIC BEACH s PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH,FL 32233 W119 (904) 270-2535 or(904) 247-5874 NEW WATER/SEWER TAP REQUEST Date: /U- -� Project Address: q5tl �� -64ez��- No. of Units: I Commercial Residential ✓Multi-Family_ New Water Tap(s) Met r( Meter Size(s) n New Irrigation Meter Upgrade Existing Meter from to (size) New Connection to City Sewer Name: 6 - r Applicant Address: City: Atlantic Beach State: Zip: Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application#_3-- c3 C/o(4 Water System Development Charge $ (J. Sewer System Development Charge $ .0re U Water Meter Only $ b'S,"tso Water Meter Tap $ (notes) Sewer Tap $ Cross Connection $ Ql Other $ TOTAL $ APPROVED: (Utility Dilector or AmAorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED BP250U01 CITY OF ATLANTIC BEACH 10/07/13 Application Tracking Step Selection by Revision 14:44:47 Application number . : 13 00003466 Address . . . . . . . . . . : 951 PARADISE CIR RE number . . . . . . . . . : 172376-0070- - Application type . . . . . : SINGLE FAMILY RESIDENCE NCR OLD ACCOUNT NUMBERS . . : Tenant name, number . . . . : Type options , press Enter . 2=Change 4=Delete 5=View 6=Fast log 8=Action log maintenance 9=In/out maint Path ---- Key Dates --- - Review Summary - Opt Agency description Rev Step Req In Est Cmpl Resulted Stat By _ BUILDING DEPT. A O1 Y 10/01/13 10/18/13 10/01/13 AP MJ _ PLANNING & ZONING A O1 Y 10/02/13 10/18/13 10/02/13 AP SLG _ PUBLIC UTILITIES A O1 Y 09/30/13 10/18/13 10/01/13 AP LS PUBLIC WORKS A O1 Y 09/30/13 10/18/13 10/04/13 AP LS Bottom F3=Exit FS=Land inquiry F6=Add F7=Revisions FB=Misc info inquiry F9=Corrections report F10=View 2 F11=Sort by agency F24=More keys City of Atlantic Beach APPLICATION NUMBER Building Department (ro be assigned by the Building Department.) rt 800 Seminole Road 2 0Atlantic Beach, Florida 32233-5445 J Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-slept@coab.us Date routed: �3 City web-site: http://w m.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 9 -1 c)4'S9 1,4 Dspaictment review required Yes No ui Applicant: _�i T� T�O /�') .S Planning R Zoni Admin tor Project: (,(' /LID /Y) 15ublic Works is Utilities u l a et Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS RevitE�D Department First Review: [Approved. ❑Denied. one.) Comments: IN PLANNING &ZONING Reviewed by: 1Y7 Date:/0 �3 TREE ADMIN. Second Review: QApproved as revised. eDenied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: QApproved as revised. [—]Denied. Comments: Reviewed by: Date: Revised 05/94/09 City of Atlantic Beach APPLICATION NUMBER �� Ja Building Department (To be assigned by the Building Department.) r� 800 Seminole Road �� d Atlantic Beach, Florida 322335445 (Q Phone(904)247-5826 Fax(904)247-5845 Bit E-mail: building-dept@coab.us Date routed: /3 City web-site: hitp:/Avww.coab-us APPLICATION REVIEW AND TRACKING FORM Property Address: k C)4'Sg //e D ent review required Yes No ui 9,1 Applicant: _�� T� /n .5 Planning R ZoniDg min`strator Project: D m ublI, Works is Utilities u is a ety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: proved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: .2bJ --- —- TREE ADMIN. Second Review: [-]Approved as revised/ ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ❑Denied. Comments: Reviewed by: Date: tevised 05/14/09 CITY OF ATLANTIC BEACH Building Department J 800 Seminole Road J Atlantic Beach,Florida 32233 (904)247-5800 PLAN REVIEW COMMENTS Permit Application # Property Address: 9S/ Applicant: ell A. Project: This permit application has been: Approved 0 Reviewed and the following items need attention: PIease re-submit your application when these items have been completed. Reviewed By: Date: City of Atlantic Beach �� = APPLICATION NUMBER Jia Building Department SEP (To be assigned by the Building Department.) r� 800 Seminole Road E; �,3 /2 Atlantic Beach, Florida 32233-54451_4Tt. 4 Phone(904)247-5826 Fax(904)247-5845 E-mail: building-dept@coab.us �` Date routed: �3 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Q Gah-S£ //4 ZD ent review re uired Yes No Applicant: _�i T� /t7� s &Zonirnstrator Project: _ � �,t� D m ublic Works 2C Utilities Public batety Fire Services Review fee $L_ a Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [Approved. [-]Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: ! Date: /0/1/(3 TREE ADMIN. Second Review: QApproved as revised. ❑Denied. AI WORKS Comments: TILITIES PUBLIC SA ETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. ❑Denied. Comments: Reviewed by: Date: tevised 05/14/09 K rn 2 . S \it \ 2 2 0 2 | | • | $ ! $ \ ' | §/§� § \ § °/\ \ =o 2 [_® § | ,2 0 ■ � � ( � t ■ . ~ � � | ■ tu � � | % /t � | � |+ ■ B;rn a \ a;me � ,§ § ■ P o C. kR� 2 } £ Mnn .§ o0. 0 ° ° o \4 � c gym , 2 � § 92z \ � �z § • | | | � � | . | • | Z )s=\ m==K�■ . � I §� CD0 §m ° / ( to 2 £ 00 ° E _ $ ]\� Ae NOTICE OF COMMENCEMENT mow. g State of F7/— i n Tax Folio No. � F County of >�V 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 in OTI OF COMMENMENT. / Legal Description of property being improved: f , ,�(/jI ,�jS G �.SUk-e /�11�j, ,11- 5 7 -e 31 3(A 316 3tC Address of property being improved: �/�� 3?—Z-33 General description of improvements: /M&O S/,�4�P ,ly ` ,y Owner: 71, 11-1'h2ls `L L Address: 357 /Z ff>ceek- / ,�,�.{� �04 �L 3L7 3_ Owner's interest in site of the unprovement: 74e e Fee Simple Titleholder(if other than owner): Name: Contractor: ��/A-- //Dwt/t'.r Address: 5 7ir/nZe c'i F'G 3Zz33 Q, Telephone No.: f�- ,3Y 9-Z gV 3 Fax No: 9051 ' 651 Surety(if any) /Z-//7- Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the Doc#2013250514,OR BK 16544 Page 775, Name: /I/.� Number Pages:1 Recorded Og130/2013 at 10:03 AM, Address: Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY Phone No: Fax No: RECORDING$10.00 Name of person within the State of Florida, other than himself designated _, . .,u„� upuu wuom notices or other documents may be served: Name: zV14- Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: /!/Z/� 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 Sign Date: Before me this day of in the Coun of Duval, tate Of Florida,has personally appeared Notary Public at Large,State of F"da, o�ty of Duval. My commission expires:_ L4 I 1�1 Personally Known: %/ or Produced 7;;rY'%y,., JENNIFER MY COMMISSION#FF 011480 y. - EXPIRES:Apol 24 2017 �' d' Bonded Thru Notary Publ c Underwriters _ � f �--� p �p 00 �] O� :n 'p W N �- � � v, � w N � Cr1 � � �' c� �• �. V] k o - o 00.. Cr A N _ A pt UQ _" v w �' ° O CD > O C ° O rr cr 00ID `b S (D Q CrZ cCD D s � E� O J �. W n -5 .a o -� � O z CD sNJ NJ i CM12 0 a C= O IO 00 N CD > p O c n tom CAz o a� CD w EN, s .moi' �h (D `J -fit �'� — wN C/) ' C" � (gyp do �_ CD ^C ? 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U) O OOG O O CDr-L a CD N ~' ,O CD CD a CD W tlq C W CD CDCD O 'c3 CD tD C CD a i O (DD 0 r CD CD o a. o � o• CD c. w CLOD. :7 CP o Z CD FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 6 Paradise Preserve Builder Name: Elite Homes Street: Permit Office: Atlantic Beaclj O City, State,Zip: Atlantic Beach,FL,32233-0000 Permit Number: 11; FILE C Owner: Elite Homes Jurisdiction: 261100 1 Design Location: FL,Jacksonville ', 1. New construction or existing New(From Plans) 9. Wall Types(3297.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame-Wood,Exterior R=19.0 3142.70 ft' b. Frame-Wood,Adjacent R=19.0 155.00 ft' 3. Number of units,if multiple family 1 c.N/A R= ft' 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (1380.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic(Vented) R=30.0 1380.00 ft' 6. Conditioned floor area above grade(ft') 2655 b. N/A R= ft' c.N/A R= ft2 Conditioned floor area below grade(ft') 0 11. Ducts R ft' 7. Windows(413.2 sqft.) Description Area a. Sup:Attic,Ret:Attic,AH: 2nd Floor 6 531 a. U-Factor: Dbl,U=0.35 413.17 W SHGC: SHGC=0.30 b. U-Factor: N/A ft2 12.Cooling systems kBtulhr Efficiency 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 ft' a. Electric Heat Pump 36-0 HSPF:7.70 SHGC: Area Weighted Average Overhang Depth: 3.707 ft. Area Weighted Average SHGC: 0.300 14. Hot water systems a. Electric Cap:40 gallons S. Floor Types (2655.0 sqft.) Insulation Area EF:0.920 a.Slab-On-Grade Edge Insulation R=0.0 1275.00 ft' b. Conservation features b.Floor Over Other Space R=0.0 1275.00 ft' None c.other(see details) R= 105.00 ft' 15. Credits None Glass/Floor Area: 0.156 /�1�7�7 Total Proposed Modified Loads: 40.72 PASS Total Standard Reference Loads: 60.74 I hereby certify that the plans and specifications covered by Review of the plans and O,�KE STArc� this calculation are in compliance with the Florida Energy specifications covered by this Code. DgtalysignedbyTimothyD calculation indicates compliance Timothy D. Gartln !„ with the Florida Ener Code. irrr+ ''•• •r: °,° 0 DN'.Cel'-Ti mothy D.Gardner,C Energy =US,O=USA HERS Before construction is completed PREPARED BY. --Reason--rattestx a DATE: __ ar ner _ end integrity of thisdocYment this building will be inspected for I compliance with Section 553.908 . c I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. COD h/tr OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 9/24/2013 10:11 AM EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 PROJECT Title: Lot 6 Paradise Preserve Bedrooms: 4 Address Type: Lot Information Building Type: User Conditioned Area: 2655 Lot# 6 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 DailyTemp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL—JACKSONVILLE—INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Blockl 2655 25170 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 1275 12750 Yes 1 1 1 Yes Yes Yes 2 2nd Floor 1380 12420 No 4 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio 1st Floor 160 ft 0 1275 ft' — 0.2 0.8 0 2 Floor Over Other Space 2nd Floor _—_ 1275 ft2 0 0.3 0 0.7 3 Raised Floor 2nd Floor ___ ___ 105 ft' 19 1 0 0 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 1726 ft2 518 ft' Medium 0.85 No 0.9 No 0 36.9 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 1380 ft' N N 9/24/2013 10:11 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) 2nd Floor 30 1380 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below yt Ornt To _-NalLType__ Space R\/aliiP Ft In Ft In Area R-Value FractiLlLl �bsof.-Grade% _ 1 S Garage Frame-Wood 1st Floor 19 15 6 10 155.0 ft2 0.23 0.5 0 _ 2 S Exterior Frame-Wood 1st Floor 19 14 4 10 143.3 ft2 0.23 0.5 0 _ 3 S Exterior Frame-Wood 1st Floor 19 13 8 10 136.7 ft2 0.23 0.5 0 _ 4 W Exterior Frame-Wood 1st Floor 19 30 6 10 305.0 ft2 0.23 0.5 0 _ 5 N Exterior Frame-Wood 1st Floor 19 32 6 10 325.0 ft2 0.23 0.5 0 _ 6 E Exterior Frame-Wood 1st Floor 19 44 4 10 443.3 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 11 509.7 ft2 0.23 0.5 0 _ 9 N Exterior Frame-Wood 2nd Floor 19 35 11 385.0 ft2 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 # Omt Door Type Space Storms U-Valuet VFt Width In FHeightln Area 1 S Insulated 1st Floor None .46 2 6 6 8 16.7 ft2 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 ft2 6 ft 10 in 1 ft 0 in None None 2 S 3 Vinyl Low-E Double Yes 0.35 0.3 36.0 ft2 1 ft 6 in 1 ft 0 in None None 3 W 4 Vinyl Low-E Double Yes 0.35 0.3 18.0 ft2 1 ft 6 in 16 ft 0 in None None 4 N 5 Vinyl Low-E Double Yes 0.35 0.3 72.0 ft2 11 ft 6 in 1 ft 6 in None None 5 E 6 Vinyl Low-E Double Yes 0.35 0.3 31.0 ft2 1 ft 6 in 12 ft 0 in None None 6 E 6 Vinyl Low-E Double Yes 0.35 0.3 18.0 ft2 1 ft 6 in 16 ft 0 in None None 7 S 7 Vinyl Low-E Double Yes 0.35 0.3 66.7 ft2 1 It 6 in 1 ft 6 in None None 8 W 8 Vinyl Low-E Double Yes 0.35 0.3 16.0 ft2 1 ft 6 in 6 ft 0 in None None 9 W 8 Vinyl Low-E Double Yes 0.35 0.3 8.0 ft2 1 ft 6 in 6 ft 0 in None None 10 W 8 Vinyl Low-E Double Yes 0.35 0.3 8.0 ft2 1 ft 6 in 1 ft 0 in None None 11 N 9 Vinyl Low-E Double Yes 0.35 0.3 6.0 ft2 1 ft 6 in 1 ft 0 in None None 12 N 9 Vinyl Low-E Double Yes 0.35 0.3 46.5 ft2 1 ft 6 in 8 ft 0 in None None 13 E 10 Vinyl Low-E Double Yes 0.35 0.3 27.0 ft2 1 ft 6 in 1 ft 0 in None None 14 E 10 Vinyl Low-E Double Yes 0.35 0.3 8.0 ft2 1 ft 6 in 2 ft 0 in None None 15 E 10 Vinyl Low-E Double Yes 0.35 0.3 16.0 ft2 1 ft 6 in 8 ft 0 in None None 9/24/2013 10:11 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 e GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 452.69 ft' 452.69 ft' 63 ft 9 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0003 2089.2 114.7 215.7 .2844 4.9803 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:7.7 36 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 13 36 kBtu/hr 1080 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubTy_pe Location EF Cap Use SetPnt Conservation 1 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 fN DUCTS ---Supply--- —Return-- Air CFM 25 CFM25 HVAC# # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 531 ft' Attic 132.75 Default Leakage 2nd Floor (Default) (Default) 1 1 9/24/2013 10:11 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 TEMPERATURES Programable Thermostat:None Ceiling Fans: Cooling [[ ]Jan [[ ]Feb [[ ]]Mar ( Apr j Ma [X)Jun [X]Jul [X]Au [XjSe [ ]Oct [[ ]]Nov DecHeating [X]Jan (X]Feb [X]Mar [ Apprl May [ ]Jun [ ]JUI [ ]AuE ]Sep [ ]Oct [X]Nov f X DecVenting (( ]Jan [[ ]Feb [[X]]Mar [X]]]A r [ May [ J Jun [ ]Jul [ ]Aug ]]Se [X]Oct [[XX]]Nov [ Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 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 10:11 AM EnergyGauge®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 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff(gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP) of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed &attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 9/24/2013 10:11 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 2. Single family or multiple family Single-family a. Frame-Wood,Exterior R=19.0 3142.70 ft' b. Frame-Wood,Adjacent R=19.0 155.00 ft 3. Number of units,if multiple family 1 c.N/A R= ft' 4. Number of Bedrooms 4 d. N/A R= ft' 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic(Vented) R=30.0 1380.00 ft' 6. Conditioned floor area(ft') 2655 b. N/A R= ft' c.N/A R= ft' 7. Windows- Description Area 2 a. U-Factor: Dbl,U=0.35 413.17 ft' 11. Ducts R ft a. Sup:Attic,Ret:Attic,AH:2nd Floor 6 531 SHGC: SHGC=0.30 b. U-Factor: N/A ft' SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft' a. Central Unit 36.0 SEER:13.00 SHGC: d. U-Factor: N/A ft' 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 36.0 HSPF:7.70 Area Weighted Average Overhang Depth: 3.707 ft. Area Weighted Average SHGC: 0.300 8. Floor Types Insulation Area 14. Hot water systems Cap:40 gallons a.Slab-On-Grade Edge Insulation R=0.0 1275.00 ft' a. Electric EF:0.92 b.Floor Over Other Space R=0.0 1275.00 ft' c.other(see details) R= 105.00 ft' b. Conservation features None 15.Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Buildingx E ST Construction through the above energy saving features which will be installed (or exceeded) 9rF in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: a Address of New Home City/FL Zip: CQDJgt _ WE *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. EnergyGaugeg USA-FlaRes2010 Section 405.4.1 Compliant Software TABLE 402.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 6 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 aterial.Air- ermeable insulation is inside of an air barrier. Ceiling/attic Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. Attic access (except unvented attic), knee wall door, or drop down stair is sealed. Walls Corners and headers are insulated. Junction of foundation and sill plate is sealed. Windows and doors Space between window/door jambs and framing is sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including Insulation is installed to maintain permanent contact with underside above-garage and cantilevered of subfloor decking. floors) Air barrier is installed at any exposed edge of insulation. Crawl space walls Insulation is permanently attached to walls. Exposed earth in unvented crawl spaces is covered with Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, knee walls and flue shafts opening to exterior or unconditioned space are sealed. Narrow cavities Batts in narrow cavities are cut to fit, or narrow cavities are filled by sprayed/blown insulation. Garage separation Air sealing is provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures are air tight, IC rated, and sealed to drywall. Exception—fixtures in conditioned space. Plumbing and wiring Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed/blown insulation extends behind piping and wiring. Shower/tub on exterior wall Showers and tubs on exterior walls have insulation and an air barrier separating them from the exterior wall. Electrical/phone box on Air barrier extends behind boxes or air sealed-type boxes are installed. Common wall Air barrier is installed in common wall between dwelling units. HVAC register boots HVAC register boots that penetrate building envelope are sealed to subfloor or drywall. Fireplace Fireplace walls include an air barrier. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software �,.M'WN"T!i".^1R!Ml.%'.r ru.y......y .MiM.'e�iplN.y• FILE COPS Residential System Sizing Calculation Summary Elite Homes Project Title: Lot 6 Paradise Preserve Atlantic Beach, FL 32233-0000 9/24/2013 Location for weather data: Jacksonville, FL - Defaults: Latitude(30-5) Altitude(30 ft.) Temp Range(M) Humidi data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 53 r. 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 35087 Btuh Total cooling load calculation 32972 Btuh Submitted heating capacity % of talc Btuh Submitted cooling capacity % of talc Btuh Total (Electric Heat Pump) 102.6 36000 Sensible (SHR = 0.75) 104.7 27000 Heat Pump+Auxiliary(O.OkW) 102.6 36000 Latent 125.1 9000 Total Electric Heat Pum 109.2 36000 WINTER CALCULATIONS Winter Heating Load for 2655 sqft) Load component Load D—A.(ta%) ^"dow f,6%1 Window total 413 sqft 5495 Btuh Wall total 2844 soft 8351 Btuh Door total 41 sqft 711 Btuh Ceiling total 1380 soft 1670 Btuh Floor total See detail report 7374 Btuh Infiltration 126 cfm 5256 Btuh Duct loss 6230 Btuh �� VVANa(24%) oVlr l j Subtotal 35087 Btuh ' Ventilation 0 cfm 0 Btuh ��--� F��-121 TOTAL HEAT LOSS 35087 Btuh SUMMER CALCULATIONS Summer Cooling Load for 2655 sqft) Load component Load Window total 413 sqft 8510 Btuh Wall total 2844 sqft 4457 Btuh Door total 41 soft 542 Btuh Ceiling total 1380 soft 1890 Btuh Floor total 68 Btuh ,nRndo�s�2e% Infiltration 126 cfm 2489 Btuh Internal gain 1150 Btuh L—t asp,;/` t Duct gain 6672 Btuh 1 Sens.Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh ca�cs%� Total sensible gain 25780 Btuh Latent gain(ducts) 1661 Btuh Latent gain(infiltration) 4531 Btuh VVSW14%) Latent gain(ventilation) 0 Btuh InfilI"" Doorsc2%� Latent gain(intern al/occupa nts/other) 1000 Btuh Total latent gain 7192 Btuh TOTAL HEAT GAIN 32972 Btuh Digitally signed by Timothy U. Ener Gau e®S Gardner 9Y 9 Y thy D. DN:CN=Timothy D.Gardner,C= PREPARED BY: US,o=USA HERS 8th Edition �teason. _test to to sxuracy DATE: a r n e r and imegnty of this document T.wN.'4 .3-04'00' EnergyGauge®/USRRZB v3.1 Residential Window Diversity MidSummer Elite Homes Project Title: Lot 6 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 4756 Btuh Cooling setpoint 75 F Peak window load for July 5707 Btuh Summer temperature difference 18 F Excusion limit(130% of Ave.) 6183 Btuh Latitude 30.5 North I Window excursion (July) None WINDOW Average and Peak Loads Limit for excursion 6000.00 5000.00 12 Hour Average !l~ L 4000.00 rD0 0 J 0 3000.00 0 C m_uu.o 1000.00 0.00 8 a.m. 10 12 2 p.m. 4 p.m. 6 p.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®Sy,�t �jzjng fo�Flo �� ;ences only PREPARED BY: ( tkL�(Jf a � DATE: September 28, 2013 EnergyGauge&/USRRZB v3.1 Residential Window Diversity October Elite Homes Project Title: Lot 6 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 5054 Btuh Cooling setpoint 75 F Peak window load for October 6151 Btuh Summer temperature difference 18 F Excusion limit(130% of Ave.) 6570 Btuh Latitude 30.5 North Window excursion (October) None WINDOW Average and Peak Loads Limit for excursion 6000.00 12 Hour,average M0.00 4000.00r 0 0 J 3000.00 C 2000.00 .1000.00 - 0.00 8 a.rn. 10 12 2 p.m. 4 p.m. 6 p.m. 6 p.m. a.rn. Total October Window Load(Radiation and conduction) The October window toad for this house does not exceed the window load excursion limit" This house has adequate October window diversity" EnergyGauge®System �Sizing Lfor Florida residences only PREPARED BY: (( OLYI UG7~�'�tj'IP�r� •'` ti'• DATE: September 26, 2013 EnergyGauge®/USRRZB v3.1 System Sizing Calculations - Winter Residential Load - Room by Room Component Details Elite Homes Project Title: Lot 6 Paradise Preserve Atlantic Beach, FL 32233-0000 Building Type: User 9/24/2013 Reference City: Jacksonville, FL (Defaults) Winter Temperature Difference: 38.0 F (MJ8 99%) Component Loads for Room#1: 1st Floor Window Panes/Type Frame U Orientation Areas ft X HTM= Load 1 2, NFRC 0.30 Vinyl 0.35 S 36.0 13.3 479 Btuh 2 2, NFRC 0.30 Vinyl 0.35 S 36.0 13.3 479 Btuh 3 2, NFRC 0.30 Vinyl 0.35 W 18.0 13.3 239 Btuh 4 2, NFRC 0.30 Vinyl 0.35 N 72.0 13.3 958 Btuh 5 2, NFRC 0.30 Vinyl 0.35 E 31.0 13.3 412 Btuh 6 2, NFRC 0.30 Vinyl 0.35 E 18.0 13.3 239 Btuh Window Total 211.0 s ft 2806 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 1 Frame -Wood -Adj (0.077) 19.0/0.0 138 2.94 406 Btuh 2 Frame -Wood - Ext (0.077) 19.0/0.0 83 2.94 245 Btuh 3 Frame -Wood - Ext (0.077) 19.0/0.0 101 2.94 296 Btuh 4 Frame -Wood - Ext (0.077) 19.0/0.0 287 2.94 843 Btuh 5 Frame -Wood - Ext (0.077) 19.0/0.0 253 2.94 743 Btuh 6 Frame-Wood - Ext (0.077) 19.0/0.0 394 2.94 1158 Btuh Wall Total 1257 s ft 3690 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Insulated -Garage, n (0.460) 17 17.5 291 Btuh 2 Insulated - Exterior, n (0.460) 24 17.5 420 Btuh Door Total 41 s ft 711 Btuh Floors Type Ueff. R-Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 160.0 ft(perim.) 44.8 7174 Btuh Floor Total 1275 s ft 7174 Btuh Room Envelope Subtotal: 14382 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.30 12750 0.44 55.6 2322 Btuh Duct load Average sealed, Supply(R6.0-Attic),Return(R6.0-Attic) (DLM of 0.216) 3606 Btuh Room#1 Sensible Room Subtotal 20310 Btuh EnergyGauge&/USRRZB v3.1 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Elite Homes Project Title: Lot 6 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 s ft X HTM= Load 7 2, NFRC 0.30 Vinyl 0.35 S 66.7 13.3 887 Btuh 8 2, NFRC 0.30 Vinyl 0.35 W 16.0 13.3 213 Btuh 9 2, NFRC 0.30 Vinyl 0.35 W 8.0 13.3 106 Btuh 10 2, NFRC 0.30 Vinyl 0.35 W 8.0 13.3 106 Btuh 11 2, NFRC 0.30 Vinyl 0.35 N 6.0 13.3 80 Btuh 12 2, NFRC 0.30 Vinyl 0.35 N 46.5 13.3 618 Btuh 13 2, NFRC 0.30 Vinyl 0.35 E 27.0 13.3 359 Btuh 14 2, NFRC 0.30 Vinyl 0.35 E 8.0 13.3 106 Btuh 15 2, NFRC 0.30 Vinyl 0.35 E 16.0 13.3 213 Btuh Window Total 202.2 s ft 2689 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 7 Frame-Wood - Ext (0.077) 19.0/0.0 318 2.94 935 Btuh 8 Frame-Wood - Ext (0.077) 19.0/0.0 478 2.94 1403 Btuh 9 Frame -Wood - Ext (0.077) 19.0/0.0 333 2.94 976 Btuh 10 Frame-Wood - Ext (0.077) 19.0/0.0 459 2.94 1347 Btuh Wall Total 1587 s ft 4661 Btuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Vented Attic/L/Shing (0.032) 30.0/0.0 1380 1.2 1670 Btuh Ceiling Total 1380 s ft 167013tuh Floors Type Ueff. R-Value Size X HTM= Load 2 Interior (1.180) 0.0 1275.0 sgft 0.0 0 Btuh 3 Raised -Open (0.050) 19.0 105.0 sqft 1.9 200 Btuh Floor Total 1380 s ft 200 Btuh Room Envelope Subtotal: 9220 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.30 12420 0.56 70.2 2933 Btuh Duct load Average sealed, Supply(R6.0-Attic),Return(R6.0-Attic) (DLM of 0.216) 2624 Btuh Room#2 Sensible Room Subtotal 14776 Btuh EnergyGauge@/USRRZB v3.1 Page 2 Manual J Winter Calculations Residential Load - Component Details (continued) Elite Homes Project Title: Lot 6 Paradise Preserve Atlantic Beach, FL 32233-0000 Building Type: User 9/24/2013 HOLE HOUSE TOTALS Subtotal Sensible Heat Loss 35087 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 35087 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-(ManualJ 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 6 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 Type' Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Omt Len Hip Gross ShadedUnshaded Shaded Unshaded 1 2 NFRC 0.30,0.35 No No S 6.8ft 1.0ft 36.0 36.0 0.0 13 15 453 Btuh 2 2 NFRC 0.30,0.35 No No S 1.5ft 1.0ft 36.0 36.0 0.0 13 15 453 Btuh 3 2 NFRC 0.30,0.35 No No W 1.5ft 16.Of 18.0 0.0 18.0 13 35 633 Btuh 4 2 NFRC 0.30,0.35 No No N 11.5f 1.5ft 72.0 0.0 72.0 13 13 905 Btuh 5 2 NFRC 0.30,0.35 No No E 1.5ft 12.Of 31.0 0.0 31.0 13 35 1090 Btuh 6 2 NFRC 0.30,0.35 No No E 1.5ft 16.Of 18.0 0.0 18.0 13 35 633 Btuh Window Total 211 (sqft) 4165 Btuh Walls Type U Value R-Value Area(sqft) HTM Load Cav/Sheath 1 Frame-Wood-Adj 0.08 19.0/0.0 138.3 1.4 192 Btuh 2 Frame-Wood-Ext 0.08 19.0/0.0 83.3 1.6 131 Btuh 3 Frame-Wood-Ext 0.08 19.0/0.0 100.7 1.6 159 Btuh 4 Frame-Wood-Ext 0.08 19.0/0.0 287.0 1.6 452 Btuh 5 Frame-Wood-Ext 0.08 19.0/0.0 253.0 1.6 399 Btuh 6 Frame-Wood-Ext 0.08 19.0/0.0 394.3 1.6 622 Btuh Wall Total 1257 (sqft) 1955 Btuh Doors Type Area(sqft) HTM Load 1 Insulated-Garage 16.7 13.3 222 Btuh 2 Insulated-Exterior 24.0 13.3 320 Btuh Door Total 41 (sqft) 542 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 1275(ft-perimeter) 0.0 0 Btuh Floor Total 1275.0(sqft) 0 Btuh Zone Envelope Subtotal: 6663 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Load Natural 0.30 12750 0.44 55.6 1100 Btuh Internal Occupants Btuh/occupant Appliance Load gain 1 X 230 + 0 230 Btuh Sensible Envelope Load: 7993 Btuh Duct load Average sealed,Supply(R6.0-,Attic),Retum(1118.0-Attic) (DGM of 0.349) 2791 Btuh Sensible Zone Load 10785 Btuh EnergyGaugen/USRRZB 0.1 Pagel Manual J Summer Calculations Residential Load - Component Details (continued) Elite Homes Project Title: Climate:FL_JACKSONVILLE_INTL_ARPT Lot 6 Paradise Preserve Atlantic Beach, FL 32233-0000 9/24/2013 Component Loads for Room#2: 2nd Floor Type` Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Ornt Len Hgt Gross ShadedUnshaded Shaded Unshaded 7 2 NFRC 0.30,0.35 No No S 1.5ft 1.5ft 66.7 66.7 0.0 13 15 838 Btuh 8 2 NFRC 0.30,0.35 No No W 1.5ft 6.Oft 16.0 0.0 16.0 13 35 562 Btuh 9 2 NFRC 0.30,0.35 No No W 1.5ft 6.Oft 8.0 0.0 8.0 13 35 281 Btuh 10 2 NFRC 0.30,0.35 No No W 1.5ft 1.0ft 8.0 1.0 7.0 13 35 259 Btuh 11 2 NFRC 0.30,0.35 No No N 1.5ft 1.0ft 6.0 0.0 6.0 13 13 75 Btuh 12 2 NFRC 0.30,0.35 No No N 1.5ft 8.Oft 46.5 0.0 46.5 13 13 585 Btuh 13 2 NFRC 0.30,0.35 No No E 1.5ft 1.0ft 27.0 2.2 24.8 13 35 900 Btuh 14 2 NFRC 0.30,0.35 No No E 1.5ft 2.Oft 8.0 0.0 8.0 13 35 281 Btuh 15 2 NFRC 0.30,0.35 No No E 1.5ft 8.Oft 16.0 0.0 16.0 13 35 562 Btuh Window Total 1 202 (sqft) 4344 Btuh Walls Type U Value R-Value Area(sqft) HTM Load Cav/Sheath 7 Frame-Wood-Ext 0.08 19.0/0.0 318.3 1.6 502 Btuh 8 Frame-Wood-Ext 0.08 19.0/0.0 477.7 1.6 753 Btuh 9 Frame-Wood-Ext 0.08 19.0/0.0 332.5 1.6 524 Btuh 10 Frame-Wood-Ext 0.08 19.0/0.0 458.7 1.6 723 Btuh Wall Total 1587(sqft) 2502 Btuh Ceilings Type/Color/Surface U Value R-Value Area(sqft) HTM Load 1 Vented Attic/Light/Shingle 0.032 30.0/0.0 1380.0 1.37 1890 Btuh Ceiling Total 1380 (sqft) 1890 Btuh Floors Type R-Value Size HTM Load 2 Interior 0.0 1275(sqft) 0.0 0 Btuh 3 Raised-Open 19.0 105(sqft) 0.7 68 Btuh Floor Total 1380.0 (sqft) 68 Btuh Zone Envelope Subtotal: 8805 Btuh Infiltration Type Wholehouse ACH Volume(cuft)Wall Ratio CFM= Load Natural 0.30 12420 0.56 70.2 1389 Btuh Internal Occupants Btuh/occupant Appliance Load gain 4 X 230 + 0 920 Btuh Sensible Envelope Load: 11114 Btuh Duct load Average sealed,Supply(R6.O-Attic),Retum(R6.0-Attic) (DGM of 0.349) 3881 Btuh Sensible Zone Load 14995 Btuh EnergyGaugeO/USRRZB v3.1 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Elite Homes Project Title: Climate:FL_JACKSONVILLE_INTL_ARPT Lot 6 Paradise Preserve Atlantic Beach, FL 32233-0000 9/24/2013 EnergyGauge&/USRRZB v3.1 Page 3 Manual J Summer Calculations Residential Load - Component Details (continued) Elite Homes Project Title: Climate:FL_JACKSONVILLE_INTL_ARPT Lot 6 Paradise Preserve Atlantic Beach, FL 32233-0000 9/24/2013 WHOLE HOUSE TOTALS Sensible Envelope Load All Zones 19107 Btuh Sensible Duct Load 6672 Btuh Total Sensible Zone Loads 25780 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 25780 Btuh Totals for Cooling Latent infiltration gain (for 53 gr. humidity difference) 4531 Btuh Latent ventilation gain 0 Btuh Latent duct gain 1661 Btuh Latent occupant gain (5.0 people @ 200 Btuh per person) 1000 Btuh Latent other gain 0 Btuh Latent total gain 7192 Btuh TOTAL GAIN 32972 Btuh EQUIPMENT 1. Central Unit # 36000 Btuh *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 device: 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 orientation) Version 8 EnergyGauge®/USRRZB v3.1 Page 4 ® Lumber design values are in accordance w •A l?-4.4-setion 6.3 _ w. These truss designs rely on lumber values,e�} ` FILA COPS .: { MiTek RE: 131929- Elite Homes L6 Paradise Reserve MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa,FL 33610-4115 Customer Info: Elite Homes Project Name: L6 Paradise Reserve Model: Lot/Block: 6 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: 130 mph Floor Load: 55.0 psf Roof Load: 32.0 psf This package includes 36 individual, dated Truss Design Drawings and 0 Additional Drawings~ With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and the"(g spel° W conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. J2.9 e s a „ s ; S No. Seal# Truss Name Date No. Seal# Truss Name Date � �' 11 T5028471 A01 9/13/013 18 T5028488 D02 9/13/013 .8 d ?t o § 5cc 12 IT5028472 I A02 9/13/013 119 IT5028489 ID03 19/13/013 I n. 13 I T5028473 I A03 19/13/013 120 I T5028490 I D04 19/13/013 o € ZZ_ °` Z " 14 75028474 A04 9/13/013 21 75028491 F01 9113/013 � c E ' ¢ —LU o 0 15 I T5028475 I A05 19/13/013 122 I T5028492 I F02 19/13/013 o ❑ ❑ ❑ 16 I T5028476 I A06 19/13/013 123 I T5028493 I F03 19/13/013 1 � € z 17 I T5028477 I A07 19/13/013 124 I T5028494 I F04 19/13/013 C7 M 18 I T5028478 I A08 19/13/013 125 1 T5028495 I F05 19/13/013 1 '0 M 19 I T5028479 I A09 19/13/013 126 I T5028496 IF 9/13/013 a 16- _„ W z 110 I T5028480 I B01 19/13/013 127 I T5028497 I F07 19/13/013.1 L a c CM=W 11 I T5028481 I B02 19/13/013 128 I T5028498 [FOB 19/13/013 1 2 s C z o z J 112 I T5028482 I B03 19/13/013 129 I T5028499 I F 10 19/13/013 I ; o =y W a> $ z 113 I T5028483 I B04 19/13/013 130 I T5028500 I F11 19/13/0131 z g d c m N 114 175028484 1605 9/13!013 31 175028501 F14 19/13/013 ��! a Z J Q 115 175028485 I C01 19/13/013 132 I T5028502 I F15 19/1310131 a 6 4�i 0 ca i 116 I T5028486 I CO2 19/13/013133 I T5028503 I F16 19/13/013 1 117 I T5028487 I D01 _ 19/13/013 134 I T5028504 FT01 19/13/013.1 The truss drawing(s)referenced above have been prepared by MiTek ` ` P601N,•VF< Industries, Inc. under my direct supervision based on the parameters :� �0• �C EN S�.F�'�,� provided by TrussMart Bldg Compts,LLC. ' No 681B2 ' Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2015. IMPORTANT NOTE:Truss Engineer's responsibility is solely for STATE OF design of individual trusses based upon design parameters shown �T'•.�� Q P.��: on referenced truss drawings. Parameters have not been verified '.,cS;••. O R as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, FL Cert. 6634 per ANSIITPI-1, Chapter 2. September 13,2013 Velez,Joaquin 1 of 2 RE: 131929 - Elite Homes L6 Paradise Reserve Site Information: Customer Info: Elite Homes Project Name: L6 Paradise Reserve Model: Lot/Block: 6 Subdivision: Paradise Reserve Address: Paradise Circle City: Atlantic Beach State: FL No. JSeaI# Truss Name Date 35 IT5028505 IFT02 9/13/013 136 IT5028506 I FT03 19/13/013 2 of 2 Job Truss Truss Type Qty Ply Elite Homes L6 Paradise Reserve 75028472 131929 A02 Common Truss 10 1 Job Refe nce o tional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Fri Sep 1313:31:37 2013 Page ID:9?rTGmr_FggH PgainTN?PWyl IOC-DJ U54P3BXL8kpnONUDSWwj_skMSIAniSieO8q Dye2C I s o 5-2a to o a to-to s zat-o 1-6-0 s 2-7 4-to 1 4-tat 5-2-7 Scale:114"=1' 4x4 = 4 9XI,5x4 1.5x4�� 9.00 12 0 2 0 1 3x4= 7 3x4= 5x8= 20.1-0 20-1-0 Plate Offsets MY):: :0-4-0 0-3-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0.20 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -0.37 6-7 >643 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.27 Horz(TL) 0.02 6 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:99 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer In II tin ouide, REACTIONS (Ib/size) 6=526/0-5-8 (min.0-1-8),2=614/0-5-8 (min.0-1-8) Max Horz 2=244(LC 9) Max Uplift6=-254(LC 10),2=-365(LC 10) Max Gray 6=623(LC 2),2=731(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=-833/369,3-8=-804/392,3-9=-687/344,4-9=-663/359,4-10=-666/366,5-10=-689/343, 5-11=-779/407,6-11=-823/392 BOT CHORD 2-7=-194/650,6-7=-227/607 WEBS 4-7=-241/564,5-7=-350/271,3-7=-361/229 NOTES 1)Unbalanced roof live loads have been considered for this design. 1t111111111j 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.ll;Exp �1 U1 N �/ C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-7-1 to 1-4-15,Interior(1)1-4-15 to 7-0-8,Extedor(2)7-0-8 to 10-0-8, ♦♦� P,a �, It Interior(1)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 Q ♦♦ , •,• c•EN S• tj reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 •• F••', i� 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i 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 100 Ib uplift at joint(s)except Qt=lb)6=254, o 2=365. O ; 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. T F O /4 LOADCASE(S) Standard �� '.� ,a�';••��♦♦♦ 1111 t t 1111 FL Cert. 6634 September 13,2 13 tl'ARNING Verify design parameters an d READ NOTES ON 77I1S AND INCLUDED AIITEK REFERENCE PAGE A111 7473 BEPORE USR 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-not truss designer.Bracing shown MH 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/TPll Quality Criteria,DSB-89 and SCSI BuBding Component 6904 Parke East Blvd. Salety Intorma"on Qvable from Truss Plot?Institute,781 N.Lee Street,Suite 312,Alexand6o,VA 231 a. Tampa,FL 336101115 If Southerst pine{SPp tumtrer is ci#led,tthe de sigr•,vale.s are those effective 6f 01 J101:3 by ALSC Job Truss Truss Type Qty Ply Elite Homes L6 Paradise Reserve T5028474 131929 A04 Common Truss 2 1 Job Reference joptional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Fri Sep 1313:31:40 2013 Page I D:9?rTGmr_Fgg H PgainTN?PW yl IQC-euADi R64gG WJgF6ygL?DYLeNyZU 5N8V dOccoRYye2C 1-6-0 5-2-7 4-10-1 410-1 4-11-11 4x4= Scale:1/4"=1' 4 9 10 9.00 12 1.5x4�� 1.5x4 4/ 5 3 11 8 6 0 2 Iq o 1 7 3x4= 3x6 I I 5x8= 10-0-8 19-10-4 10-0-8 9-9-12 Plate Offsets X Y: [6:0-3-0.0-0-51.[7:0-4-0.0-3-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Ildefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0.20 2-7 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -0.35 6-7 >662 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.27 Horz(TL) 0.02 6 n/a n/a BCDL 5.0 Code FRC2010rrP12007 (Matrix) Weight:991b FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be WEDGE installed during truss erection,in accordance with Stabilizer Right:2x4 SP No.3 Installation guide. REACTIONS (lb/size) 2=612/0-5-8 (min.0-1-8),6=524/Mechanical Max Horz 2=244(LC 9) Max Uplift2=-364(LC 10),6=-254(LC 10) Max Grav 2=729(LC 2),6=621(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=-830/368,3-8=-801/391,3-9=-6831343,4-9=-659/358,4-10=-6621364,5-10=-6861342, 5-11=-772/404,6-11=-817/389 BOT CHORD 2-7=-193/648,6-7=-2241599 WEBS 4-7=-240/559,5-7=-343/268,3-7=-3611229 NOTES 1)Unbalanced roof live loads have been considered for this design. �� U 1 N V 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.Il;Exp `s Q C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-7-1 to 1-4-15,Interior(1)1-4-15 to 7-0-8,Exterior(2)7-0-8 to 10-0-8, `%'�P,•;• •E•N'• L�� Interior(1)13-0-8 to 16-9-8 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for : C' 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. 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 will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. Q �- 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb)2=364, i F 6=254. ••� jC/ 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ; LOAD CASE(S) Standard '��j�� ••• •�\`�',� ,,�f�r�1 N A'',,r♦� FL Cert. 6634 September 13,2 13 I AWARNING.Verify' design parameters stud PXAD NOTES ON 77ttS ATID fNCLUDED#IITEKREFEREWE PAGE 14471747'3 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon porometers 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 lYl 1l A iTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding i Il fabrication,quality control,storage,delivery.erection and bracing,consult ANSI/TPII Quality CZriteria,OSB-89 and SCSI Building Component 6904 Parke East Blvd. jf Sou t#fernaP 9SPfa l lrborr erLu's> Plate fiasAtitfher..dei�r vaIV+P_:s:aiw f.halse aaHec Cve 06/1 f 21313 by AL4f. Tampa,FL 33610-4115 Job TrussTruss Type �Oiy Ply Elite Homes L6 Paradise Reserve T5028476 131929 A06 Common Truss 1 2 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Fri Sep 13 13:31:43 2013 Page I D:9?rTGmr_FggH PgainTN?PWyl IOC-2TrMKT8y7BvuXirXgTZw9_EtXnVgaQR34arS2tye2C 5-3-12 10-M 14-a-a + 19-10-4 5-3.12 4-8-12 4-8-12 5-1-0 Scale=1:52.1 4x4= 3 3x4 ii 3x4 2 4 9.o0 12 5 1 0 9 10 11 8 12 13 7 14 15 6 16 17 3x6 HUS26 2x8 HUS26 HUS26 602— HUS26 2x8 11 HUS26 4x4= HUS26 HUS26 HUS26 HUS26 HUS26 5-3-12 i 10-0-8 14-9 19-10-4 5312 4-8-12 4-8-12 5-1-0 Plate Offsets X Y: 1:0-1-10 0-1-8 2:0-1-12 0-1-8 4:0-1-12 0-1-8 5:Ed a 0-0-14 :0-6-0 0-4-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (roc) Ildefl Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.07 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -0.14 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.64 Horz(TL) 0.04 5 n/a nla BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:245 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-15 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS (Ib/size) 1=3118/0-5-8 (min.0-2-3),5=3032/044 (min.0-2-2) Max Harz 1=-218(LC 6) Max Uplift l=-1567(LC 8),5=-1524(LC 8) Max Grav 1=3704(LC 2),5=3602(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=4596/1945,2-3=-3065/1386,34=-3088/1396,4-5=-4546/1924 BOT CHORD 1-9=-1453/3586,9-10=-1453/3586,10-11=-1453/3586,8-11=-1453/3586,8-12=-1453/3586, 12-13=-1453/3586,7-13=-145313586,7-14=-1417/3500,14-15=-1417/3500, 6-15=-1417/3500,6-16=-1417/3500,16-17=-1417/3500,5-17=-1417/3500 WEBS 3-7=-1521/3358,4-7=-1445/723,4-6=-656/1650,2-7=-1569/776,2-8=-674/1698 NOTES 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: i`, 1j1 Top chords connected as follows:2x4-1 row at 0-9-0 oc. �1 QU t N Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. `,`Q� 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 ; '•.' \ '•�N S'�•. �� connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. N 68182 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 Q ; 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fitO T F :�4ij between the bottom chord and any other members. Q ; 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)1=1567, 1� , •,•' \ `� 5=1524. ,SS •.. ..• \C?,� 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. I� �\%% 9)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 0-9-8 IlJ 1 N A�t,`%+ from the left end to 18-9-8 to connect truss(es)A03(1 ply 2x4 SP) to back face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. LOADCASE(S) Standard FL Cert. 6634 September 13,2 13 ontinued on 0 WARMNG-Verify design parameters anti READ NOTES ON 77118 AND INCL SIDED JIVTEK REFEREWE PAGE 3K11.7473 BEFORE USE. Design varxl 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 MiTek'is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the iTek erector.Additional permanent bracing of the overoll structure is the responsibility of the building designer.For general guidance regarding M fabrication,quality control,storage,delivery.erection and bracing,consult ANSI/TPII Quality Criteria,DSS-89 and SCSI Building Component 6904 Parke East Blvd. Salety INormoHon va'able from Truss Plate Institute,781 N.lee Sheet,Suite 312.Alexandria.vA It Tampa,FL 33610.4115 1f aralrthe-rn Prr1e�5P tr.nrlts£1r is q..ified,the de,si>Ln values are these PTfeztive 416 03 J2 013 by ALS(: Job Truss Truss Type Qty Ply Elite Homes L6 Paradise Reserve 750284771 131929 A07 GABLE 1 1 Job Reference(ocitionall TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Fri Sep 1313:31:45 2013 Page I D:9?rTGmr_FggHPgainTN?PWyllOC-_sz6l8ADf09cnO?wyubOFPJGkaMv2Q2MXtKZ6mye28 0 10-0.8 20-1-0 21-7-0 1-6-0 10-0-8 10-0-8 1-6-0 44= Scale:1/4"=1' 8 9 7 9.Oo 12 10 6 11 5 2x8 I 12 2x8 I I 13 0 14 aay 15 d 4x4= 24 23 22 21 20 19 18 17 16 4x4= 5x8= 20-1-0 20-1-0 Plate Offsets X Y: 2:0-1-0 0-1-14 3:0-6-9 0-0-4 13:0-6-9 0-0-4 14:0-1-0 0-1-14 20:0-4-00-3-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Vd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.21 Vert(LL) -0.01 15 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.02 15 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.01 14 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:130 lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 [installed Tek recommends that Stabilizers and required cross bracing be during truss erection,in accordance with Stabilizer t II tion uie. REACTIONS All bearings 20-1-0. (lb)- Max Horz 2=-243(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)20,21,24,19,16 except 2=-104(LC 10),14=-105(LC 10),22=-102(LC 10),23=-102(LC 10),18=-101(LC 10),17=-102(LC 10) Max Grav All reactions 250 Ib or less at joint(s)2,14,20,21,22,23,24,19,18,17,16 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=130mph(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=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, Exterior(2)13-"to 18-8-1 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for `,�►11 �!!!!! reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ♦♦ vi N 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 ,♦♦ P`� F� i� End Details as applicable,or consult qualified building designer as per ANSI/TPI 1-2002. ,�♦ ,Q,•'�(,E N S"•.��X01 4)All plates are 1.5x4 MT20 unless otherwise indicated. •• �' F i 5)Gable requires continuous bottom chord bearing. N 68182 6)Gable studs spaced at 2-0-0 oc. „ * •; 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 between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)20,21,24,19,16 ) F jV excetY �lb)2=104,14=105,22=102,23=102,18=101,17=102. 41/ 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. iO •• �` Q LOAD CASE(S) Standard 11111 It FL Cert. 6634 September 13,2 13 AWARAI.'NG-verif'{desiyn pa amedcrs and F-E817 NOTES ON THIS AND INCLIXFEP H.7TEK REPERF.WE PAGE N91.7473 BUORE 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 Quality Criterla,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inrorma8on 4voiloble from Truss Plate Institute.781 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610-4115 Ott Pine 11SP1 lumber 4 specified,rho.de.m9n vatu�s are T7rase effettive 4lf-iJ03./2i}3.3 try ALSf.. • Job Truss Truss Type Qty Ply Elite Homes L6 Paradise Reserve T5028479 131929 A09 GABLE 1 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Fri Sep 1313:31:50 2013 Page ID:9?rTGmr_FggHPgainTN?PWyIIQC-Lpm?osDLTKnutnttlRBayS17Tb3Ejhk5h91 Knzye2 19-7-8 1-6-0 10-0-8 9-7-0 4x4= Scale:1/4"0' 8 7 9 9.0o 12 6 10 11 5 2.8 I 12 13 o ,rq o 04= 22 21 20 19 18 17 16 15 14 3x4 5x8= 4x4= 19-7-8 19-7-8 Plate Offsets MY): 2:0-1-0 0-1-14 3:0-6-9 0-0-4 13:0-1-0 0-1-8 14:0-1-0 0-2-0 18:0-4-0 0-3-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft 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 WB 0.16 Horz(TL) 0.00 13 n/a n/a BCDL 5.0 Code FRC2010ITP12007 (Matrix) Weight:123 lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 [installed ek recommends that Stabilizers and required cross bracing be SLIDER Right 2x4 SP No.2 1-0-12 during truss erection,in accordance with Stabilizer tallation guide REACTIONS All bearings 19-7-8. (lb)- Max Horz 2=234(LC 9) Max Uplift All uplift 100 Ib or less atjoint(s)2,13,18,19,22,17,15 except 14=-101(LC 10),20=-101(LC 10), 21=-101(LC 10),16=-102(LC 10) Max Grav All reactions 250 Ib 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=130mph(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 Corner(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, Extehor(2)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 reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 I N t �i 3)All plates are 1.5x4 MT20 unless otherwise indicated. ♦♦��OPQ .. [j�� 4)Gable requires continuous bottom chord bearing. ♦ ' .•" GENS'- �� 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .♦ •" �. �•�•, 6)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit N 68182 between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,13,18,19,22,17,15 .. except Qt--1b)14=101,20=101,21=101,16=102. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. p T O F :•�U � . LOAD CASE(S) Standard10�•",f Al ,O Q'�;��♦♦ 11111111+� FL Cert. 6634 September 13,2 13 WARNING Vetify design parameters and IDEA ArOTES ON THIS AND INC&UDBD MITEK REFERENCE PACE Itf77 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 responsibillity,of the 11 AiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding �Y� 1 1C fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Intorma8on vaggable from truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,vA X2314. Tampa,FL 33610-0115 ifssrxuthernPis1ejSFllumberisspet.ified,the deOgnvatuesarethoseeffectivef eD1.j2i513byAL4C Job Truss Truss Type Qty Ply Elite Homes 1-6 Paradise Reserve T5028480 131929 B01 Common Truss 1 2 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Fri Sep 13 13:31:51 2013 Page ID:9?rTGmr_FggH PgainTN?PWyI IQC-pOKOOCEzEevlVxS419ipUgZl8?IMS3aFwpntJPye2B LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-44,4-6=-44,2-6=-10 Concentrated Loads(lb) Vert:7=-604 10=-604 11=-604 12=-604 13=-604 14=-604 ti1111111JJIl ,tip` QU I N v�''�i. E NS N 68182 O' T Ftit `• r FL Cert. 6634 September 13,2 13 WARNING Yerify design parameters and READ 1Y07W ON THIS AND INCLUDED PffTEK REFERENCE PAGE 7NII 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-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 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/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information qva@able from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 2314. Tempa,FL 336104115 1t ut.hern Pane 11SP1 tLunber isspesi/ipd,the design vaWes are t`no.w.+ffexrive'If., OA f 21313;.ry A LSC 4 Job Truss Truss Type Qty Ply Elite Homes L6 Paradise Reserve T5028482 131929 B03 Common Truss 6 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Fri Sep 1313:31:55 2013 Page _ k0ID:9?rTGmrFggHPgainTN?PWylIQC-inaurZHUItPBzYmrX?mleWkxa _mgrRl5SAye2B 1-6-0 Scale=1:24.3 4x4= 3 9.00 F12 2 4 6 5 20= 1.60 11 2x4= 1 34-8 34-8 3 4 8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.01 2-6 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.15 Vert(TL) -0.01 4-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:33 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installafion guide. REACTIONS (Ib/size) 2=267/0-5-8 (min.0-1-8),4=244/0-3-8 (min.0-1-8) Max Horz 2=112(LC 9) Max Uplift2=-203(LC 10),4=-170(LC 10) Max Grav 2=321(LC 2),4=292(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-256142,34=-257/34 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.ll;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&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0A t II1 111 t l,1 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 ,` ��P001 N V�,'/� �,, between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)2=203, ♦ ,0 - 1G E N 4=170. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. IV c}--266182 LOAD CASE(S) Standard O�. T F '•� 'tV FL Cert. 6634 September 13,21C 13 A WARNING-Ver JN design parameters and READ NOTES ON T711S AND INCLUDED MWTEKREFERMKE PAGE PIIt 7473 BEFORE USE. Design void for use only with MTpk connectors.This design is based only upon parameters shown,and k for an individual building component. t 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 ANSM11 Quality Criteria,DSB•89 and BCSI Building Component 6904 Parke East Blvd. Salety Irdormallon gvolable from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 336104115 tfSouthernPisie SP fwlt#rerrs>pec.iFrd.,ttrede:sfgnvaly+esarr..xhtneeffectiveAfif09.,f2013isyALBL Job Truss Truss Type Qty Ply FJference omes L6 Paradise Reserve T5028484 131929 B05 GABLE 1 1 (opt TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Fri Sep 1313:31:58 2013 Page I D:9?rTGmr_FggHPgainTN?PWyI IQC-6M F1 UbKMbonlgOUQD7KSG8MTFgn3bLTGXPzl3Vye2BI 4-5-8 B-11-0 10-5-0 1-6-0 4-5-8 4-5-8 1-6-0 Scale=1:26.7 44= 4 9.00 72 3x4�i 5 3x4 3 8 2x8 4x4= 4 6 � 2 Io 5.00112 7 1 4x4% 2x8 4- 4x4 4-5-8 8-11-0 4S8 4-5-8 Plate Offsets MY): f2:0-2-3,0-1-121.[6:0-2-3.0-1-121,[8:0-2-0.0-2-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.29 Vert(LL) 0.01 7 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.11 Vert(TL) 0.01 7 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code FRC2010ITP12007 (Matrix) Weight:45 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS (Ib/size) 2=190/8-11-0 (min.0-1-8),6=190/8-11-0 (min.0-1-8),8=242/8-11-0 (min.0-1-8) Max Horz2=-121(LC 8) Max Uplift2=-217(LC 10),6=-217(LC 10) Max Grav 2=233(LC 21),6=235(LC 16),8=303(LC 15) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 4-8=-299/96 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(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 Corner(3)zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&M WFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,>>A 1{11!!1 r7 j, 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 ♦♦♦ U 1 N Vj '1�e, End Details as applicable,or consult qualified building designer as per ANSI/TPI 1-2002. ♦♦ Pp......... • .C��,i 4)Gable requires continuous bottom chord bearing. �♦, ..• C E�Si p 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. N 68182 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. *; 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)2=217, 6=217. ;(t 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)8. 8 T F 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10 ./ "•yam A, LOAD CASE(S) Standard NS FL Cert. 6634 September 13,2 13 A WARKNG W,',Fy design parametaa an d READ NOTES ON TRIS 8ND INCL UDED MI7EK REFERENCE PAGE AfI7 7473 BEFOREDISE. 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 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/TTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information QQvo'oble from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria.VA 231 a. Tampa,FL 336104115 If to thern Pirie{3P Ium1w.r i:c q es Wiwi,"te.de:cign values:are fihra:sr.effective 06101.ViO1:3 by ALSO Job TNS, Truss Type Qty Ply Elle Fomes L6 Paradise Reserve T5028486 131929 Cru Special Truss 1 1 TRUSSMART BUILDING COMPONENTS,Midway,GA,31320,Tibbetts Lumber Co.LLC 7.350 s Sep 26 2012 MiTak Industries,Inc. Fd Sep 13 15:10:42 2013 Page 1 I D:9?rTGmr_FggH PgainTN?P Wyl IQC-5h88d?xmXOPFSd GVC IeJzejsRgewbYBE13?C_8ye01 B -1-0-0 6.7-312-11-8 22- 23-9-0 6-7-3 6�-5 9-3-8 1-6^-0-0 4x4 = Scale=1:56.2 10 9.00 12 11 9 12 8 4.00 12 3x4% 7 13 3x4 6 14 3x4 5 15 N N 16 p d 17� 4x8= 28 27 26 25 24 23 22 21 20 19 18 4x4= 3x4 = 4x12 5x8 WB= 412 22-3-0 22-3-0 Plate Offsets X Y: 2:0-2-4 0-1-14 2:0-4-12 Ede 16:0-1-00-1-14 18:0-6-8 0-2-0 23:0-4-0 0-0-4 f28:0-7-8.0-2-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/def! Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.21 Vert(LL) -0.01 17 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) -0.02 17 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.01 16 n/a n/a BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:129 lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 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 allation guide. REACTIONS (Ib/size) 2=159/22-3-0 (min.0-1-14),16=148/22-3-0 (min.0-1-14),22=86/22-3-0 (min.0-1-14),24=113/22-3-0 (min.0-1-14),25=107/22-3-0 (min.0-1-14), 26=113/22-3-0 (min.0-1-14),27=102/22-3-0 (min.0-1-14),28=132/22-3-0 (min.0-1-14),21=113/22-3-0 (min.0-1-14),20=107/22-3-0 (min.0-1-14), 19=115/22-3-0 (min.0-1-14),18=46/22-3-0 (min.0-1-14) Max Horz 2=212(LC 9) Max Uplift 2=-124(LC 10),16=-141(LC 10),22=-2(LC 9),24=-95(LC 10),25=-105(LC 10),26=-80(LC 10),27=-60(LC 10),28=49(LC 10),21=-96(LC 10), 20=-102(LC 10),19=-104(LC 10),18=-18(LC 6) Max Grav 2=192(LC 2),16=181(LC 2),22=172(LC 10),24=153(LC 15),25=146(LC 15),26=134(LC 2),27=121(LC 2),28=155(LC 2),21=151(LC 16), 20=143(LC 16),19=147(LC 16),18=64(LC 16) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/25.2-29=-129/105,3-29=-118/109,3-4=-110/98,4-5=-1 19/106,5-6=-115/110,6-7=-105/113,7-8=-118/116, 8-9=-96/143,9-10=-165/233,10-11=-165/233,11-12=-89/143,12-13=-59/48,13-14=-54!77,14-15=-71/62, 15-16=-84/146,16-17=0/50 BOT CHORD 2-28=-79/193,27-28=-79/193,26-27=-79/193,25-26=-79/193,24-25=-79/193,23-24=-79/193,22-23=-79/193, 21-22=-79/193,20-21=-79/193,19-20=-79/193,18-19=-79/193,16-18=-75/193 WEBS 10-22=-190/81,9-24=-155/133,8-25=-163/143,7-26=-114/122,5-27=-104/104,3-28=-128/111,11-21=-156/133, 12-20=-160/141,13-19=-144/140,15-18=-170/32 `�/11111111/!1J// NOTES ,�► 60 N V 1)Unbalanced roof live loads have been considered for this design. ,�% ` •........ 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. OQ `� .• ,S '��E N 3 �� 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-1-6-9 to 1-5-7,Exterior(2)1-5-7 to 9-11-8,Corner(3)9-11-8 to F•�•, 12-11-8,Exterior(2)15-11-8 to 20-10-1 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces N 68182 &MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. ✓ 4)All plates are 1.5x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. ; T F 411 6)Gable studs spaced at 2-0-0 oc. d•• <l/ 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 between the bottom chord and any other members. �/s� \ �•� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 124 Ib uplift at joint 2,141 Ib uplift at joint //� •NAL ,;*.� 16,2 Ib uplift at joint 22,95 Ib uplift at joint 24,105 Ib uplift at joint 25,80 Ib uplift at joint 26,60 Ib uplift at joint 27,49 Ib uplift at joint f f f 1111111/ 28,96 Ib uplift at joint 21,102 Ib uplift at joint 20,104 Ib uplift at joint 19 and 18 Ib uplift at joint 18. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. FL Cert. 6634 LOAD CASE(S) Standard --^^ September 13,201 0 WARNING Verify design parameters and RFAV NOM ON THIS AND INCLTJDED AIITBK REFEREWE PADS ARI-7473 MWORE USB. - sign void tor use only with MiTek connectors.This design is based only upon parameters shown,and is for onindividual 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 responsibillity of the ' e�- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding M !. fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/1PI1 Quality Criteria,DSB-89 and BCSI BuBrAng Component 6904 Parke East Blvd. Safely IMam allon va' ole from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 2314. Tampa,FL 336104115 IfMthernPirtel4P tu4nherissper.Wiwi,ths.designvaluesarr..ttktras�ee(fexCireB511R1.J2OT3tsyAtSC Truss T Qty Ply Elite Homes Lb Paradise Reserve Job Truss Type T5028488 131929 D02 GABLE 2 1 ob Reference o tional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Fri Sep 1313:32:04 2013 Page I D:9?rTGmr_FggH PgainTN?PWyl IOC-x WdlkeO7AeYvYxyaZNRSW PCWbFgO?2n9vLQ3G9ye2B 1-fr-0 114-8 Scale=1:21.9 8 7 4.00 12 6 5 3x4% 3x4 4 14 2 1 13 12 11 10 9 4x8= 3x4= 114-8 114-8 Plate Offsets X Y: 2:0-2-4 0-1-14 2:04-12 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.23 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 . BC 0.08 Vert(TL) 0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) -0.00 9 n/a n/a Weight:56 Ib FT=0% BCDL 5.0 Code FRC2010ITPI2007 (Matrix) LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD 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 Installation guide. REACTIONS All bearings 11-4-8. (lb)- Max Horz 2=172(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)9,13,12,11,10 except 2=-120(LC 10) Max Grav All reactions 250 Ib or less at joint(s)2,9,13,12,11,10 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Wind:ASCE 7-10;Vult=130mph(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 Corner(3)-1-6-9 to 1-5-7,Exterior(2)1-5-7 to 8-0-0,Comer(3)8-0-0 to 11-2-12 zone; cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber `,t11111111,1I! �� 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\31 N V End Details as applicable,or consult qualified building designer as per ANSI/TPI 1-2002. ,. \ ....... �� 3)All plates are 1.5x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. : �•••' 5)Gable studs spaced at 2-0-0 oc. N 68182 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 five 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. — cc 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)9,13,12,11,10 except -�; at--lb)2=120. jV 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. O••• T F • LOAD CASE(S) Standard 1111111110 FL Cert. 6634 September 13,2 13 0 WARNING verify design parameters and READ NOTES ON 1TI18 AND INCLUDED 119TEK REFERENCE PAGE P91 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 MiTek is for lateral support of individual web members only.Additional temporary bracing to insure stability during construcfion is the respontibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 8904 parka East Blvd. fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component Tam Parke 3 asst Blv 15 Safety IniofmaBon gvagab,a from Tu Plate Institute.781 N.Lee Sheet,Suite 312,Alexandria.VA 2314. Pa 1f TZauthern Pivte iSPf tuntber rs spa=ifrred.the design wfuesaa'ethane effe,llt,i:%�[17.(2ST73 tag Ak.SC • JobTruss Truss Type Oty Ply Elite Homes L6 Paradise Reserve T5028490 131929 D04 GABLE 2 1 Job Reference tional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Fri Sep 1313:32:06 2013 Page ID:9?rTGmr FggHPgainTN?PWyilQC-tuk29KQOiFodoE5yhoTKbght2WUTyNSMfvAL2ye2B -1 s o Bxa 1-6-0 8-841 Scale=1:19.0 1.524 I I 1.5x4 II 8 5 5.o0 12 3x4 1.5x4 II 4 3" 11 1 1 9 8 7 4x4= 1.5x4 II 1.5x4 II 1.5x4 II 6-8-8 6-" Plate Offsets X Y: [2:0-M.0-1-91 0-1-9 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loo) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.18 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.08 Vert(TL) 0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) -0.00 7 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:35 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD 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 Installation guide. REACTIONS All bearings 6-8.8. (lb)- Max Horz 2=139(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)7,9,8 except 2=-128(LC 10) Max Grav All reactions 250 Ib or less at joint(s)2,7,9,8 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-6-11 to 1-5-5,Interior(1)1-5-5 to 3-6-12,Exterior(2)3-6-12 to 6-6-12 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 ♦it1111111,111 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 >>� 0U'N "i End Details as applicable,or consult qualified building designer as per ANSI/TPI 1-2002. ,�1 d 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 2-0-0 oc. Ci•E(U %. 5) ice, 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. N 6 818 2 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 fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)7,9,8 except Qt=lb) 2=128. :-O; (r 8)"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 i •••,<` Q ,• �� it FL Cert. 6634 September 13,2 13 ,&WARNING-Verify design parameters and READ NrffM ON THIS AND INCLUDED bIITEK REFEiMKE PAGE JUT 74T3 BEFORE USE. Design valid for use only with Work 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 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillify 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 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Saleh Information qvo able from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 2314. Tampa,FL 336104115 Bf Seut:hern Pine t&Pf fuvnber is 4A-tified,the design values Are these effective 06 01 f 2013 by ALSG Job Truss Truss Type �Oty PlyTJference omes L6 Paradise Reserve T5028492 131929 F02 Floor Truss 2 (optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Fri Sep 1313:32:09 2013 Page ID:9?rTGmr_FggHPgainTN?PWyI IQC-HTOBnMSG?AACf-igXMx01 DTJCPGKXg4Zu3c8gyNye2B 0-1-8 H11I— -42�-1 ---i 2-6-01-5-8 1 Scale=1:44.0 3x4= 3x3= 4x8= 3x6= 3x3= 3x3= 3x6 FP= 4x8= 1 2 3 4 5 8 7 8 9 10 11 12 13 4 23 22 21 20 19 18 17 16 15 14 3x3= 3x8= 4x8= 3x10 MT20H FP= 3x3= 3x6= 4x8= 3x6= 2-2.12 14-1-0 2-0-0 2-1,4 12-7-0 33-4 14 -0 26-2-8 2-0-0 0-11U 103-12 8-12 0.-8 12-0-0 0.1-8 0-6-12 Plate Offsets MY):: 2:0-3-0 Ede 11:0-1-12 Ed a 13:0-1-8 Ede 14:0.1-8 Ede 15:0-2-12 Ed a 19:0-2-8 Ede 24:0-1.8 0-0-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.87 Vert(LL) -0.33 16-17 >859 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.95 Vert(TL) -0.54 16-17 >534 360 MT20H 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.98 Horz(TL) 0.09 14 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:150 lb FT=0%F,O%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat)*Except* TOP CHORD Structural wood sheathing directly applied or 5-8-3 cc purlins, except 1A0:2x4 SP No.1(flat) end verticals. BOT CHORD 2x4 SP No.2(flat)*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing, Except: 14-20:2x4 SP SS(flat) 6-0-0 cc bracing:22-23,21-22. WEBS 2x4 SP No.3(flat) REACTIONS (Ib/size) 14=1278/Mechanical,22=1898/0-5-8 (min.0-1-8) Max Grav 14=1305(LC 4),22=1898(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 13-14=-1296/0.1-2=0/450.2-3=-1539/0,3-4=-1539/0,4-5=-3605/0,5-6=-3605/0, 6-7=-4097/0,7-8=-4097/0,8-9=-3671/0,9-10=-3671/0,10-11=-3671/0,11-12=-1667/0, 12-13=-1667/0 BOT CHORD 21-22=-050/0,20-21=0/2748,19-20=0/2748,18-19=0/4097,17-18=0/4097,16-17=0/4071, 15-16=0/2838 WEBS 2-22=-1475/0,1-22=-611/0,6-19=-935/0,5-19=-305/30,4-19=0/1104,4-21=-1548/0, 3-21=-270/0,2-21=0/2058,13-15=0/2049,12-15=-293/0,11-15=-1451/0,11-16=0/1032, 9-16=-258/0,8-16=-523/0,8-17=-3621441 NOTES ♦,♦�� 1)Unbalanced floor live loads have been considered for this design. E`/�S'•• ��j 2)All plates are MT20 plates unless otherwise indicated. �♦ .'`�,�C' F`'.• �i 3)All plates are 1.5x4 MT20 unless otherwise indicated. 4)Refer to girder(s)for truss to truss connections. '�' N 68182 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 = 1 attached to walls at their outer ends or restrained by other means. -� •; 7)CAUTION,Do not erect truss backwards. T F LOAD CASE(S) Standard 441 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) ��j SS •" " �\ ♦♦ Vert:14-23=-10,1-13=-100 I1 Concentrated Loads(lb) 11I l l l llt�� Vert:1=-320 FL Cert. 6634 September 13�213 A WaPWNG Verify design paramdt and READ NOTES ON THIS AND INCLUAW MtTEK REFER WE PAGE J191-7473 BEFORE use. N1Design 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-not tniss 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 overoll structure is the responsibility of the building designer.For general guidance regarding fabrication,qualify control,storage.delivery.erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Solety Information vaable from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 2314. Tampa,FL 336103115 tf Southern Pine� 'SP�lualrber css kedfied,the.design valui!!sare three effective 0fi 01./2013 by ALSO, i Job Truss Truss Type Qty Ply Elite Homes L6 Paradise Reserve T5028494 131929 F04 Floor Truss 1 1 ob R ference o tional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Fri Sep 1313:32:12 2013 Page ID:9?rTGmr FggHPgainTN?PWyllOC-i26KQNU915YmW9Z613akr5xitTQQtT9KIaMUZhye28 0-1-8 2-4-12 2-5-4 0- 8 H 2.6-0 i Sca =1:55.7 3x4= 3x6 FP= 44 = 3x3= 3x3 = 3x6 FP= 4x8= 3x3= 3x3= 3x3= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 i 9 30 Ill 28 27 26 25 24 23 22 21 20 19 18 17 3x3= 4x8= 34 FP= 3x6= 3x4= 4x8= 3x6 = 3x6= 3x6= 3x3= 3x6 FP= 12-1-0 10-7-8 114 19-10-4 19-1-12 32-8-10 32- -0 10-7-8 48-1 74-4 0-418 12-0-14 0-T-6 0-8-12 Plate Offsets X Y: 1:Ed a 0-1-8 10:0-3-0 Ede 23:0-1-8 Ede 29:0-1-8 0-0-12 30:0-1-8 0-0-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.92 Vert(LL) -0.25 24-25 >941 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.68 Vert(TL) -0.37 24-25 >634 360 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(TL) 0.03 20 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:185 Ib FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat)*Except* end verticals. 21-26:2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3(flat) 6-0-0 oc bracing:20-22,19-20. REACTIONS All bearings 13-2-0 except Qt=length)28=0-5-8. (lb)- Max Grav All reactions 250 Ib or less at joint(s)17 except 28=965(LC 1),18=468(LC 3),19=465(LC 3),20=1833(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 28-29=-955/0,1-29=-955/0,1-2=-1223/0.2-3=-1223/0,3-4=-232110,4-5=-2321/0, 5-6=-2112/0,6-7=-2112/0,7-8=-2112/0,8-9=-343/0,9-10=-343/0,10-11=0/1150 BOT CHORD 26-27=011927,25-26=0/1927,24-25=0/2112,23-24=0/2112,22-23=0/1372,21-22=-1150/0, 20-21=-1 15010,19-20=-500/0 WEBS 6-23=-367/0,1-27=0/1463,2-27=-299/0,3-27=-872/0,3-25=0/488,4-25=-34710, 5-25=-126/395,15-18=-296/0,14-19=494/0,12-19=461/0,11-19=-8/382,10-20=-1303/0, 10-22=0/1808,9-22=-274/0,8-22=-1288/0,8-23=0/931,11-20=-806/0 NOTESt� 1)Unbalanced floor live loads have been considered for this design. ♦♦� PQ .. Vc�'C�.Ji� 2)All plates are 1.5x4 MT20 unless otherwise indicated. ♦♦ C E S'• `�]�i 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 3-10d(0.131"X 3")nails. Strongbacks to be •• �•••' �, attached to walls at their outer ends or restrained by other means. + N 68182 LOAD CASE(S) Standard 0�. T F '•� 'lL ` FL Cert. 6634 September 13,2 13 A wARXING-Yerdjy design parameters an d READ M-)TES ON THIS AND INCLUDED MITEKREFERENCE PAGE kIII 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 tYt tl/'Tei, R 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 Quality Criteria,OSB-89 and SCSI Bullding Component 6904 Parke East Blvd. Safety Information Qva'able from Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandra.VA 22314. Tampa,FL 33610-4115 1#SrxuthEx••n Pine tSP tm"bef is speciBetl,the.design vaittesare thane effective_#�/A9./20Y 3 by ALK f Job Truss Truss Type City Ply Elite Homes L6 Paradise Reserve T5028496 131929 F06 Floor Truss 2 1 �Job Reference o tional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Fri Sep 13 13:32:15 2013 Page ID:9?rTGmr_FggHPgainTN?PWyIIOC-6dnS2PX1 aOxLNdHhiB7RSkzEfgNx4pbnRYb89Oye2B 0-1-8 H Scale=1:38.8 3,4= 3x3= 3x6= 3x6 FP= 3x4 = 4x8= 14x8= 2 3 4 5 6 7 8 9 10 11 1 20 19 18 17 16 15 14 13 12 3x3= 4x8= 3x10 MT20H FP= 3x3 I I 3x6= 4x8= 34=1.5x4 SP= 12-1-0 10-7-0 1144 12 23-2-8 10.7-8 8-12 0.-8 11-0-0 0-&12 Plate Offsets X Y: 1:Ed a 0-1-8 11:0-1-8 Ede 13:0-3-0 Ede 19:0-3-8 Ede 21:0-1-8 0-0-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.88 Vert(LL) -0.33 14-15 >829 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.95 Vert(TL) -0.49 14-15 >567 360 MT20H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(TL) 0.09 12 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:131 Ib FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP No.2D(flat)*Except* end verticals. 12-17:2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3(flat) 2-2-0 oc bracing:16-18. REACTIONS (Ib/size) 20=1260/0-5-8 (min.0-1-8),12=1266/Mechanical FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 20-21=-1253/0,1-21=-1252/0,11-12=-1258/0,1-2=-1647/0,2-3=-1647/0,3-4=-3520/0, 4-5=-3520/0,5-6=-387310,6-7=-3507/0.7-8=-3507/0,8-9=-3507/0.9-10=-1614/0, 10-11=-1614/0 BOTCHORD 18-19=0/2751,17-18=0/3873,16-17=0/3873,15-16=0/3873,14-15=0/3873,13-14=0/2728 WEBS 1-19=0/1973,2-19=-297/0,3-19=-1368/0,3-18=0/953,4-18=-323/15,5-18=-769/62, 11-13=0/1984,10-13=-298/0,9-13=-1380/0,9-14=0/966,7-14=-326/12,6-14=-778/53 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. `11111111 t tit 3)All plates are 1.5x4 MT20 unless otherwise indicated. ,��QU 1 N t , 4)Refer to girder(s)for truss to truss connections. `QP .. ', 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 3-1Od(0.131"X 3")nails. Strongbacks to be ; , �\�....... E N S . '0, attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. N 68182 LOAD CASE(S) Standard a T F i,`rS' tt111BB�1 FL Cert. 6634 September 13,2 13 WARWNG Verify design parameters and READ DOTES ON THIS AND INCLUDED IGTEK REFEPFW.E PAGE MTI 7473 BEFORE USE. M1Design 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-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 T ek` erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek' tobricotion,quality control,storage,delivery,erection and bracing,consult ANSI/1PI1 quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Satety Information gvodable from Truss Plate Institute.781 N.Lee Street,Suite 312.Alexandria,VA 2314. Tampa,FL 336104115 — if Southern Pine 14P lumber is specified,the design vatuesa.oe thcxse effective Offs 01/301:3 try ALSO Job Truss Truss Type Qty Ply Elite Homes L6 Paradise Reserve 75028498 131929 F08 Floor Truss 6 1 Job Reference I, tional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Fri Sep 1313:32:21 2013 Page ID:9?rTGmr FggHPgainTN?PWyIIQC-xn8jJSboAshV5YIr3SE6?pMr5XWUdCfpU2TNgye2B 0-1-8 n.5.�2 1_ 0.5.A '� NI-- - i 015:* r�-� -t'-'t PH o o" ScalaB 1:55.7 5x8 = 3x3= 5x8= 3x6 FP= 3x4= 5x8= 3x3= 3x3 11 3x6 FP= 3x6= 3x3 = 4x4= 3x4 = 1 2 3 4 5 6 7 8 9 10 11 1213 14 1516 17 18 19 20 37 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 3x3= 3x6= 5x8= 3x6 FP= 5x8= 3x6= 5x8 = 3x6= 4x4= 3x6= 3x3= 3x6= 3x6 FP= 26-11-12 6-9-8 13-4-12 26-10.4 510-4 51 12 -5-4 13-1-12 13 19-742 19 -4 25-4-12 -1 32.11-0 5104 Q-8 8-1 58-8 0-- 6-3-0 0--8 5-7.8 0-8-1 0--8 511 0-&12 0-1-8 0-8-12 Plate Offsets X Y: 20:0-1-8 Ede 23:0-1-8 Ed a 26:0-3-0 Ede 33:0-1-8 Ede L36:0-1-8.0-0-121,[37:0-1-8.0-0-121 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.45 Vert(LL) -0.07 22-23 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.49 Vert(TL) -0.11 22-23 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.02 21 n/a We BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:200 Ib FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS All bearings 0-5-8 except Qt=length)29=0-3-8,26=0-3-8. (lb)- Max Grav All reactions 250 Ib or less at joints)except 35=642(LC 5),21=646(LC 5),29=1296(LC 14),26=1266(LC 11) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 35-36=-633/0,1-36=-632/0,21-37=-637/0,20-37=-636/0,1-2=-761/0,2-3=-761/0, 3-4=-996/0,4-5=-996/0,5-6=-552/0,6-7=-552/0,7-8=0/686,8-9=0/686,9-10=-1491422, 10-11=-149/422,11-12=-149/422,12-13=0/623,13-14=-553/0,14-15=-553/0, 15-16=-553/0,16-17=-1006/0,17-18=-1006/0,18-19=-767/0,19-20=-767/0 BOT CHORD 33-34=0/1018,32-33=0/996,31-32=0/996,30-31=0/996,29-30=-05411,28-29=-473/3, 27-28=-623/0,26-27=-623/0,25-26=-451/17,24-25=0/1006,23-24=0/1006,22-23=0/1029 WEBS 12-26=-496/0,1-34=0/909,2-34=-30010,3-34=-319/0,5-30=-561/0,6-30=-279/0, 7-30=0/1019,7-29=-869/0,12-28=0/561,11-28=-276/0,9-28=-33/404,9-29=-522/0, 16-25=-567/0,14-25=-280/0,13-25=0/1027,13-26=-843/0,20-22=0/916,19-22=-300/0, ,,111111111 till 18-22=-324/0 , 0131 NOTES CEN 3•' �i 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. N ti$182 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 cc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongback to be •� attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. Q: • � LOAD CASE(S) Standard �* T F <1/ . �,� • , tip• ��`�. FL Cert. 6634 September 13,2 13 bYAR1v;NG-V,r&dent yn parameters an d RFAD N0TW ON 77115 AND INCLUDED A1fTEK REFERENCE PAGE J91-7473 BEFORE USE. ��• Design valid for use only with Wek connectors.This design is based only upon parometers 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 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/TPII QuaBty,Criteria,DSB-89 and BCSI Building Componenl 6904 Parke East Blvd. Safely Irdormarfon qvo' ble from Truss Plate Institute.781 N-Lee Street,Suite 312,Alexondria.VA 2314. Tampa,FL 336104115 If Mull V. Ptne{SP tu+. 'is WetWiied,lfi+designvalur_.s ere those effective 06�{}A.j201.3 by AL5£, Job Truss Truss Type Qty Ply Elite Homes L6 Paradise Reserve 131929 F11 FLOOR TRUSS 1 1 75028500 Job Reference TRUSSMART BUILDING COMPONENTS,Midway,GA,31320,Tibbetts Lumber Co.LLC 7.350 s Sep 26 2012 MiTek Industries,Inc. Fri Sep 13 15:11:16 2013 Page 1 I D:9?rTGmr_FggHPgainTN?PWyllOC-5EC?mdL5WThCIXn1 BRFI Mp7XCX6oZIZEZMEOAAyeOkf 0-1-8 H 1 2-6-0 f-1�8-1 2 4 8 0-kB Scale-1:33.1 1.5x4 = 1.5x4 = 3x6 II 2x8 II 3x6 II 2x8 II 3x6 II 20 II 7x6 II 2x8 II 802 = 1 2 3 4 5 6 18 7 8 9 11 3x3 = 3x6= 3x3= 1.5x4 11 4x8= 6x12 = 5x8 = 13-7-1 19-9-8 13-7-1 6-2-7 Plate Offsets X Y: [1:0-1-8,0-0-81, 4:0-3-0 Ed a 9:0-1-8 Ed a [9:0-1-8.0-1-81. 10:Ed a 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.83 Vert(LL) -0.04 11 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.64 Vert(TL) -0.06 11 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(TL) 0.01 10 n/a n/a BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:140 Ib FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat)*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. 9-11,7-13:2x4 SP No.2(flat) REACTIONS (Ib/size) 17=47/13-7-0 (min.0-1-12),10=2544/0-5-8 (min.0-1-8),16=398/13-7-0 (min.0-1-12),13=2906/13-7-0 (min.0-1-12),15=514/13-7-0 (min.0-1-12), 14=-351/13-7-0 (min.0-1-12),12=45/0-3-8 (min.0-1-8) Max Uplift 17=-12(LC 4),14=-509(LC 4) Max Grav 17=71(LC 3),10=2553(LC 4),16=478(LC 3),13=2906(LC 11),15=514(LC 1),14=33(LC 3),12=45(LC 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-17=-65/19,9-10=-2537/0,1-2=0/100,2-3=0/99,3-4=0/491,4-5=0/491,5-6=0/1192,6-18=0/1192,7-18=0/1192,7-8=-2558/0,8-9=-2562/0 BOT CHORD 16-17=-0/0,15-16=-226/66,14-15=-491/0,13-14=-491/0,12-13=0/1748,11-12=0/1748,10-11=0/0 WEBS 9-11=0/3074,1-16=-119/0,8-11=-2269/0,2-16=-301/0,7-11=0/1041,3-16=-157/202,7-13=-3570/0,3-15=-461/0,6-13=-331/0,4-15=-204/0,5-13=-866/0, 5-14=-26/517 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 12 Ib uplift at joint 17 and 509 Ib uplift at joint 14. 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 cc 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. I`t 1 t I I f 111111�� LOADCASE(S) Standard `,, QUIN Vic fjj 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 �i Uniform Loads(plf) ,.'"\��'•E N Vert:10-17=-10,1-18=-100,9-18=-750 N 68182 O; T F .;4U lo♦ Ifttlttll� I FL Cert. 6634 September 13,2013 0 WAR1UNG-Venfy design paramders acrd READ IV07W ON THIS ANSI INCL UDED PUTEK REFEREWE PAGE 191 7473 BEFORE USE. Design valid tor use only WlTn miTek connec ors.This design a based only upon parameters shown,and is for an individual bui ing component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown m is for lateral support of individual web embers only.Additional temporary bracing to insure stability during construction is the responsibinity of the MiT®k' 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 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. sotety Information va' ble from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 2314. TFL 33610-4115 if Southern PineJO Ixunbe.ir is,gwK�+�l,the de sign values are those effective 06/01/2013 by ALSO Tampa, ' Job Truss Truss Type Qty Ply Elite Homes L6 Paradise Reserve 131929 F15 Floor TrussT5028502 1 1 Job Reference o tionai - TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Fri Sep 13 13:32:25 2013 Page ID:9?rTGmr_FggH PgainTN?PWyIIQC-pYOE8gfIE5Bwa92cl IJnsrz7aiOeQYIFk60gW Rye28 0" Scale=1:15.8 1 2 3 4 5 8 7 8 16 17 Pi 15 14 13 12 11 10 9 3x3= 3x6 8-5-8 8-5.8 Plate Offsets MY): 1:Ed a 0-0-12 16:0-1-8 0-0-12 17:0-1-8 0-0-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.09 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 9 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:50 Ib FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS All bearings 8-5-8. (lb)- Max Grav All reactions 250 Ib or less atjoint(s)15,9,14,13,12,11,10 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. ',1`1 Pj' LOAD CASE(S) Standard 0 OWN V �I> .�� p •• ' '�. N 68182 O•'•. cT P X44` „ l�lill!tty�� FL Cert. 6634 September 13,2 13 0 WARMING-Verify design parameters and READ NOTES ON 7WIS AND INCLUDED ISTERREPERENCE PAGEW1.7473 BEFORE IRSE. ��.. 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 k 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 MiTek` fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Solety InformaBon va'able from Truss Plate Institute,781 N.Lee Sheet,Suite 312,Alexandra,VA 2314. Tampa,FL 33610-4115 If Southern Pirse SP Iurn}}er i;s sTrecifieerl,the design values arr..thrrse effective 12fi ffl./201:3 b y ALSO. Job Truss Truss Type Qty Ply Elite Homes L6 Paradise Reserve T6028504 131929 FTO1 Flat Truss 1 2 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Fri Sep 1313:32:27 2013 Page I D:9?rTGmr_FggHPgainTN?PWyIIQC-mxW?ZVgZmiRepTC_PjLFxG3QJWdOuNVYCQVnbKye2B 4-1-0 8-2-0 _ 4-1-0 41-0 Scale=1:16.3 3x4= _ 2 IFI 7 8 5 9 /0 HUS26 HUS26 HUS25 3x8= 6 2x4 I 4 2x4 11 HUS26 41 8-2.0 41-0 4-1-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Ildefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.26 Vert(LL) -0.02 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.27 Vert(TL) -0.04 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.37 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code FRC20101TP12007 (Matrix) Weight:97 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-3, except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS (Ib/size) 6=1107/0-3-8 (min.0-1-8),4=1384/0-5-8 (min.0-1-8) Max Harz 6=-61(LC 6) Max Uplift6=-61 1(LC 4),4=-757(LC 5) Max Grav 6=1315(LC 2),4=1644(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=-889/442,1-2=-1913/887.2-3=-1913/887,3-4=-8881443 WEBS 1-5=-903/1958,3-5=-904/1956 NOTES 1)2-ply truss to be connected together with 1 Od(0.131"x3")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 rrrt f r 11 f 1111, connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. `��r • N V 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.ll;Exp N 6\31• C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.60 plate grip �OQ, E , (� DOL=1.60 :� ,•."\\�' NSF•. 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 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 fit between the bottom chord and any other members. ; 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 611 Ib uplift at joint 6 and 757 Ib uplift at joint 4. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. T F 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. C 10)Use Simpson Strong-Tie HUS26(14-1Od Girder,4-1Od Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.stalling at 1-7-4 from the left end to 7-7-4 to connect truss(es)A04(1 ply 2x4 SP),A05(1 ply 2x4 SP) to back face of bottom chord. ��S�i ••' �� 11)Fill all nail holes where hanger is in contact with lumber. �I�� ••)N A� �,�'•� ��f�rrrrr LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) FL Cert. 6634 Vert:1-3=44,4-6=-10 September 13,2 13 0 WARA MIS-Veli fj design parameters and F.EBD NOTES ON 7WIS AND INCLUDED JUTEK REFEREAKE PAGE$/1171 74 73 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 desgner-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 Pla A t.' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding rYr Il fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/T911 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East 411 Salety INormalbn va' ble from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria.VA 2314. Tampa,FL 33610-0115 1f g Inform tion P trunlser is,W.ifrd,Of.design,values are these effective S1€i�03 J201:3 by ALSC ' Job TrussTruss Type City Ply Elite Homes L6 Paradise Reserve 131929 FT02 Floor Truss 1 T5028505 ` Job Reference optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Fri Sep 1313:32:29 2013 Page I D:9?rTGmr_FggH PgainTN?PWyllOC-iJdl_BipHJhM2mMNX7Njl h8n9KJOMIPgfk_ufCye2B �— -- 2-8-0---- -- -- 1-2-8 4— 1 3x4= 2 Scale=1:12.9 n LLI HUS26 6x6= 4 5 3 This truss is NOT symmetric. 2x4 I Proper orientation is essential. 2x4 11 HUS26 HUS26 -_ 4-3-8 --- —_.- --� 4.3.8 Plate Offsets MY):: 4:0-3-0 0-4-4 LOADING(psf) SPACING 2-0-0 CSI DEFL in (lac) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.24 Vert(LL) -0.01 4-5 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.26 Vert(TL) -0.01 4-5 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:54 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-8 or purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 5=1414/0-3-8 (min.0-1-8),3=1414/0-3-8 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-5=-642/0,2-3=-1105/0,1-2=-834/0 WEBS 1-4=0/849,2-4=0/1188 NOTES 1)2-ply truss to be connected together with 10d(0.131"x3')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 0-8-0 or. 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 connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Girder carries tie-in span(s):24-0-0 from 0-0-0 to 4-3-8 pitchbreaks including heels' end fixity model 5)Re ommend2 6 st ngbacks,onedge,sparedrat 0-0-0 oc and yfastened toe each truss with 3-1Od(0.131"X 3")nails. Strongbacks to be 0131 N attached to walls at their outer ends or restrained by other means. `��O1^•.••" �� I� 6)Use Simpson Strong-Tie HUS26(14-1Od Girder,4-1Od Truss,Single Ply Girder)or equivalent spaced at 2-0-0 or max.starting at 0-1-12 ,♦� , •��G E/V S�.1� from the left end to 4-1-12 to connect truss(es)???(1 ply 2x4 SYP) to front face of bottom chord. 7)Fill all nail holes where hanger is in contact with lumber. N 66182 LOAD CASE(S) Standard 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 ' Uniform Loads(plf) + " Vert:3-5=-607(F=-597),1-2=-100 T F.00 w� ••• O to?•'��: till, 1110� FL Cert. 6634 September 13,2 13 Q WARNiNCr, Verify design parameters and READ NOTES ON THIS AND 1NCLtXL1D JUTEKREFEREMCE PAGE 191-7473 BEFORE USE. Design void 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 loterol support of individual web members only.Additional temporary bracing to insure stability during construction B 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,dekvery,erection and bracing,consult ANSI/Trn Quality Criteria,OSB-89 and BCSI Building Component 6904 Parke East B,vd. Soley hdormallon va ble from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria.VA 2314. Tampa,FL 33610-4115 If Southern.Pmj8vP It.rxrtber'is spe.iffed,Ytte design valvas are rhrrse eNecIM 0b 0'O.G!3 by A1SC Do c n� Z m D a y a z D X V) f `° m J Q o c O m O O c_r CL D 3 °W10—z D Q n j 0 z oa O 0,5 � n° z N oCti DPOn Dno m m - m ono � c - -a6O am 3� ° 3 � z QQ3 °-° mo m .m on -3 0 m Q, ° o I. .A �� °2 on _ � m�° ° a�D, m� O a 3 om9 N 5. .3 ID z � 'CD Cl �� 7' _ 03 fl CL ' mon CL 3 ° aQ�'oc ° �- a m -0 5 3 Q o 0 0. �' -0 x z 00o n? cfl ° ? m 5•6o �!:3 N o3 a ° ?ate. mai 0 ° o ° < `� cod ooa-o o �� m ° c� � m cCcID m c5cy � � " ci o• x 0 no a Q CN o �° a � m N mA N n m- z _ _> TOP CHORD F SNC O W mo n 0 30 r z CI-8 — m mC� Z • 17 ID S W N C A Z N 7 7-O-•C_a 7 V J A y H D Oy m 1 C ID D N Imil m a m z ^' \� ID �N 7 AN O n O -iM n p M n N n O W A � A c z O W N O In S° 3 NN D N N ND O b n r:3 /1� OL C m� a �� w2.7 S N N O Q Np(�D A N .'O m .v j ON O 7 N-p 0 0 G' A -�z ° Q oa�N N. w o m Z3 n O N� z (i1 N � C(D 0 6 7 V O0p - T D m S Y i N N N aN�i 7 m N m �m O w � �� ZpNr' j'S N W N WCNa� z z� cof N V ° O N O �m 0�3 �#• w D c p D n o 4 (D (DM 0 f z m p c W' W 85- ° `% u n N K' OIn N ~ n CD A O m 3 (D p C4 A H '^' m` TOP CHORD CL .O OD V O• (1i A O N _ O Z N 7 O p ?ry '" 'O O O O'O N O C a O O -O IU 3 0 7 N n j'O C R Om p O N p 3 a N p a C• �. oa<_. o m —3 o m _W o n o�.< n < n" �� og co am CDQo ° o'o o 03=or ;�6 om 6�Q �.� > jto Dom 3 3I° a xm �� Q 0o O (D c^.cg m3 a gy ^ o0 o.ac a° g�. x m o° Qo 3 3 o 7� ?o °o (D O F): O m O 7 a N O_ x cD 7 CO N NC"00 N cD'O 7' ° V om ��6 :D ° o� m ° n No 'mN (D o° �� G m(D muo mn�„ �a ago3 6Q O O _ a O O O N N 3-D O O 0` a I. o N CD 0 .O On .N 3 6? mm o< S fl� oQ c ?°. °-2 ao _� �2 nao ccDT nm m •'o— n O n� mo moo 3 n,— o c om gm C3 SD o �� o� �0 ° ods o acs om no(a CO. Oc c 0=r(D o cD f N m am o ° 3° °-mac �a o a n'^ a 0 R� 2 a� No as _,° O 00 m„ mo c ° oo HO o 0o ac-. �N ,3 of. Qin IS m< N .0 agar � � n m� mm3 c 13 co ao I°m m;° °o mSl ma m °. f� y°o < ° � oo m° fl5 f0 OC T' N ° N N C 6 O N N IO a a O' °Io O N �. N Q C f° -° �` a O d Q — ° oo n ° �� 0� �° ' gym m� go �g moo o m0 0� �oo � 2 c n o ? mo 0 0 0 °. m° mo ` J'mm m mo o � Q Lf o N o o 00 om v� o m f =Qm m0 C o or N.2 CD Cl 3> > o0 0 Jo 0o n fQ ° n a3 N n N° c o f, � o i<3 �3 00 0� 30 m as o � c, No �5. �o O W O F n 70 ? lD? a O '"N =a O I�' C � � � O -ja' N a �N (D f0 � F oo Deni o o a a o ms �°II Q a 0.0 I'<° 3 w O T (� fD a x'00 U N n O N N N IDN m O m 0 In '� fo o as o =0 3 �� (D Z o �m 3� K O m f N MARCH 12, 2009 WEB BRACING RECOMMENDATIONS ST-WEBBRACE MiTek Industries,Chesterfield,MO Page 1 of 1 MAXIMUM TRUSS WEB FORCE(Ibs.)(See note 7) a ole BRACE �0 24"O.C. 48"O.C. 72"O.C. BAY SIZE -- -- - - ---- - BRACING MATERIAL TYPE BRACING MATERIAL TYPE BRACING MATERIAL TYPE MiTek Industries,Inc. A B C D A B C D CD 10'-0" 1610 1886 1886 2829 12'-0" 1342 1572 1572 2358 L 3143 3143 4715 4715 7074 1150 1347 1347 2021 16'-0" 1006 1179 1179 1768 2358 2358 3536 18'-0" 894 1048 1048 1572 3143 4715 20'-0" 805 943 943 1414 1886 1886 F2829 "Bay size shall be measured in between the centers of pairs of diagonals. GENERAL NOTES TYPE BRACING MATERIALS 1.DIAGONAL BRACING 6 REQUIRED TO TRANSFER THE CUMULATIVE LATERAL BRACE FORCE INTO THE ROOF AND/OR CEILING DIAPHRAGM.THE DIAPHRAGM IS TO BE DESIGNED BY A QUALIFIED PROFESSIONAL. 1 X 4 IND.45 SYP 2.THESE CALCULATIONS ARE BASED ON LATERAL BRACE CARRYING 2%OF THE WEB FORCE. A -OR- 3. DIAGONAL BRACING MATERIAL MUST BE SAME SIZE AND GRADE OR BETTER,AS THE LATERAL BRACE MATERIAL,AND SHALL BE INSTALLED N SUCH A MANNER THAT R INTERSECTS WEB MEMBERS 1 X 4#2 SRB(DF,HF,SPF) AT APPROX.45 DEGREES AND SHALL BE NAILED AT EACH END AND EACH INTERMEDIATE TRUSS WITH 2-8d (0.131'x2.5")FOR 1x4 BRACES,2-1 od(0.131'x 3")FOR 2x3 and 2x4 BRACES,AND 3-1 Od(0.131'),3")FOR 2.6 BRACES. 4. CONNECT LATERAL BRACE TO EACH TRUSS Wm12-8d(0.131'X2.5-)NALS FOR 1x4 LATERAL BRACES, 2-1Dd(0.131-)0')NAILS FOR 2)3 and 2x4 LATERAL BRACES,AND 34Dd(0.131')G")FOR 2x6 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 C 2 X 4#3,STD,CONST(SPF,DF,HF,OR SYP) DSB-89 TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES AND BCSI 1 GUIDE TO GOOD PRACTICE FOR HANDLING,INSTALLING d BRACING OF METAL PLATE CONNECTED WOOD TRUSSES.JOINTLY PRODUCED BY WOOD TRUSS COUNCIL OF AMERICA and TRUSS PLATE INSTITUTE. ------ —sbcinduslry.com and w tphsl.org D 2 X 6#3 OR BETTER(SPF,OF,HF,OR SYP) 7. REFER TO SPECIFIC TRUSS DESIGN DRAWING FOR WEB MEMBER FORCE. g, TABULATED VALUES ARE BASED ON 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 BAY SIZE INDICATED ABOVE.WHERE DIAPHRAGM BRACING IS REWIRED AT PITCH BREAKS,STABILIZERS MAY BE REPLACED WITH WOOD BLOCKING.SEE"STABILIZER' TRUSS BRACING INSTALLATION GUIDE AND PRODUCT SPECIFICATKNJ. DIAGONAL BRACE CONTINUOUS LATERAL RESTRAINT 2.10d NAILS (SEE NOTE 4) TRUSS 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 roof system.The method shown here is just one method that can be used to provide stability against web buckling. JANUARY 1, 2009 L-BRACE DETAIL ST - L-BRACE =00 O MTek Industries,Chesterfield,MO Page 1 of 1 0 00 0 00 a MiTek Industries,Inc. Nailing Pattern Note: L-Bracing to be used when continuous L-Brace size Nail Size Nail Spacing lateral bracing is impractical. L-brace 1x4 or 6 10d 8"o.c. must cover 90%of web length. 2x4,6,or 8 16d 8"o.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 1x6 *** 2x8 2x8 *** DIRECT SUBSTITUTION NOT APLICABLE. SPACING k A_ WEB a � } a L-Brace Size for Two-Ply Truss L-BRACE Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 *** 2x6 2x6 *** 2x8 2x8 wrr DIRECT SUBSTITUTION NOT APLICABLE. Nails / Section Detail E L-Brace a Web L-Brace must be same species grade(or better)as web member. JANUARY 1, 2009 BEARING BLOCK DETAIL ST-BLCK2 =00 �= ® REFER TO INDIVIDUAL TRUSS DESIGNMiTek Industries,Chesterfield,MO Page 1 of 1 FOR PLATE SIZES AND LUMBER GRADES 0 00 IMPORTANT n This detail to be used only with one ply trusses f� 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 Iib) * ALLOWABLE LOAD Iib) TOTAL EQUIVALENT BEARING LENGTH SYP 4661 975 5636 0-6-10 2x4 BOTTOM CHORD 2 ROWS @ 3"O.C. OF 5156 892 6048 0-6-7 18 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"O.C. HF 3341 1159 4500 0-7-6 0 2 TOTAL NAILS) SPF 3506 1131 4637 0-7-4 SYP 4661 1950 6611 0-7-12 2x8 BOTTOM CHORD DF 5156 1784 6940 0-7-6 4 ROWS 3"O.C. 116 TOTALL NAILS) HF 3341 1545 4886 0-8-0 SPF 3506 1508 5014 0-7-14 CASE 1 CASE 2 4"MINIMUM T HEEL HEIGHT 1 BRG BLOCK TO BE SAME 12"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. 2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3.NAILS DESIGNATED ARE 10d(.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 RECOMMENDATIONS ST-STRGBCK MTek Industries,Chesterfield,Mo Page 1 of 1 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, a 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 L FRAMING ATTACH TO VERTICAL SCAB WITH(3)-10d NAILS FACE OF CHORD INTO EDGE OF STRONGBACK USE META ANCHOR L ATTACH WEB WITH(3)-10d NAILS (0.131"x 3") (DO NOT USE DRYWALL TYPE SCREWS) (0.131"x 3") TO TOP CHORD ATTACH TO VERTICAL WEB WITH(3)-tOd 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)-10d WOOD SCREWS(.216"DIAM.) NAILING THE STRONGBACK NAILS(0.131"x 3")IN EACH CHORD USE METAL FRAMING L ATTACH TO VERTICAL INSERT SCREW THROUGH OUTSIDE ATTACH TO VERTICAL ANCHOR TO ATTACH WEB WITH(3)-10d NAILS SCAB WITH(3) 10d NAILS FACE OF CHORD INTO EDGE OF TO BOTTOM CHORD (0.131"x 3") STRONGBACK(DO NOT USE (0.131"x 3") DRYWALL TYPE SCREWS) 4-0-0 WALL BLOCKING TRUSS STRONGBACK (TYPICAL SPLICE) (BY OTHERS) (BY OTHERS) 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)-10d NAILS (0.131"x 3") EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4'-0"AND FASTEN WITH(12)-10d 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 �O O MiTek USA,Inc. Page 1 of 1 2 xUPLIFT LEDGER. SECURE TO GIR_DER TRUSS WITH CONSTRUCTION QUALITY ADHESIVE AND 10d NAILS n o0 (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. (1 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 (1 ROW IN EACH CHORD MEMBER) NAILS THROUGH VERTICAL MAX.LOAD APPLIED TO LEDGER (PLF) SYP DOUG-FIR SPF/HF SINGLE CHORD 404 372 316 DOUBLE CHORD 808 744 632 NOTE:VALUES BASED ON FOLLOWING VALUES SYP=101#/nail DF=93#/nail SPF=79#/nail a FEBRUARY 19, 2009 UPLIFT TOE-NAIL DETAIL ST-TOENAIL-UPLIFT OO ® MiTek USA,Inc. Page 1 of 1 THIS DETAIL SHALL BE USED FOR A CONNECTION RESISTING 0 0o UPLIFT FORCES ONLY.BUILDING DESIGNER IS RESPONSIBLE a FOR LOADS IN OTHER DIRECTIONS. MiTek USA,Inc. END VIEW SIDE VIEW 0.00° TOP PLATE OF W LL 1"FOR 3"NAIL SIDE SIDE r 1-1/16"FOR 3.25"NAIL NEAR SIDE L J� 1-3/16"FOR 3.5"NAIL VIEWS SHOWN ARE FOR FAR SIDE ILLUSTRATION PURPOSES ONLY TOE-NAIL WITHDRAWAL VALUES PER NDS 2005(Ib/nail) DIAM. I SYP DF HF SPF SPF-S L3 .131 j 59 46 32 1 30 20 NOTES: 1.TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES p .135 60 48 33 30 20 WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE 162 72 58 39 37 25 NAIL FROM THE MEMBER END AS SHOWN. �� 2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING 3 .128 54 42 28 27 19 OF THE WOOD. Z 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH w 131 55 43 29 219 LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN N .148 62 48 34 31 21 THE CONNECTION. 2 M 0 .120 51 39 27 26 17 O .128 49 38 26 25 17 c .131 51 39 27 26 17 6148 57 44 31 28 20 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(Ib/nail)X 1.33(DOL for wind)=148 Ib Maximum Allowable Uplift Reaction Due To Wind For Wind DOL of 1.60: 3(nails)X 37(Ib/nail)X 1.60(DOL for wind)=177 Ib 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 2x4 BEARING WALL "'USE(4)TOE-NAILS ON 2x6 BEARING WALL FEBRUARY 14, 2012 Standard Gable End Detail ST-GE110-001 MiTek USA,Inc. Page 1 Of 2 Typical_x4 L-Brace Nailed To 2x_Verticals W/10d Nails,6"o.c. Vertical Stud 0 0o Vertical Stud (4)-16d Common DIAGONAL Wire Nails BRACE MiTek USA,Inc. Wire Common Wire Nails SECTION B-B Spaced 6"o.c. DIAGONAL BRACE /---� + a'-0"O.C.MAX (2)-10d Common 2x6 Stud or W ire Nails into 2x6 2x4 No.2 of better TRUSS GEOMETRY AND CONDITIONS SHOW N ARE FOR ILLUSTRATION ONLY. Typical Horizontal Brace Nailed To 2x_Verticals 12 SECTION A-A w/(4)-10d Common Nails 2x4 Stud Q Varies to Common Truss * * PROVIDE 2x4 BLOCKING BETWEEN THE FIRST SEE INDIVIDUAL MITEK ENGINEERING TWO TRUSSES AS NOTED. TOENAIL BLOCKING DRAWINGS FOR DESIGN CRITERIA TO TRUSSES WITH(2)-10d NAILS AT EACH END. A ATTACH DIAGONAL BRACE TO BLOCKING WITH ** (5)-10d COMMON WIRE NAILS. 3x4= B6 B (4)-8d NAILS MINIMUM,PLYWOOD SHEATHING TO 2x4\SPF BLOCK �Ic -Diagonal Bracing ** -L-Bracing Refer Refer to Section A-A to Section B-B 2a^Max Roof Sheath in NOTE: 1.MINIMUM GRADE OF#2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND 1'-31" WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. (2)-1 50 3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. MBX. 42) 10d NAILS ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT / BRACING OF ROOF SYSTEM. 4."L"BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES:1 x4 SRB OR 2x4 STUD OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6"O.C. ^ 5.DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF /Trus S @ 24" O.C. 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 BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. ATTACH TO VERTICAL STUDS WITH(4)10d NAILS THROUGH 2x4. 4�' � DIAGONAL BRACE SPACED 48"O.C. (REFER TO SECTION A-A) Diag. Brace ACHED TO VERTICAL WITH(4)-16d 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS U240. at 1/3 pointMMON WIRE NAILS AND ATTACHED 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. If neededBLOCKING WITH(5)-10d COMMONS. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE TRUSSES. End Wall HORIZONTAL BRACE (SEE SECTION A-A) 2 DIAGONAL Minimum Stud Without 1x4 2x4 DIAGONAL BRACES AT Stud Size Spacing Brace L-Brace L-Brace BRACE 1/3 POINTS Species and Grade Maximum Stud Length 2x4 SPF Std/Stud 12"O.C. 4-6-3 5-0-7 7-1-7 9-0-5 13-6-8 2x4 SPF Std/Stud 16"O.C. 4-1-3 4-4-5 6-2-0 8-2-7 12-3-10 2x4 SPF Std/Stud 24"O.C. 3-5-8 3 6 1 1 5 0 7 6 10 15 10 4 7 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 10d common wire nails 8in o.c.,with 3in minimum end distance. Brace must cover 90%of diagonal length. MAX MEAN ROOF HEIGHT=30 FEET CATEGORY II BUILDING EXPOSURE B or C ASCE 7-98,ASCE 7-02,ASCE 7-05 110 MPH ASCE 7-10 140 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLAD ING. DURATION OF LOAD INCREASE:1.60 CONNECTION OF BRACING IS BASED ON MWFRS. Solid Sawn Lumber Connectors FACE MOUNT HANGERS - SOLID 1 � � . - These products are available with additional corrosion protection.Additional products on ,These products are approved for installation with the Strong-Drtve SD Structural- this page may also be available with this option,check with Simpson Strong-71e for details. Connector screw.See page 30 for the correct substitution and SD screw size. Dimensions Fasteners OF/SP Allowable Loads Installed Joist Model No. Go Min/ Header Uplift Floor(100) Snow(115) Roof(125) Cost Code Size W HTB Max 10d 16d Joist 1(160)110d 16d 10d 16d 10d 16d ICICI) Ref. SAWN LUMBER SIZES LU24 20 16/,6 3'/s 1'h — 4-1Od 4-16d 2-10dx1'/ 265 465 555 530 635 575 685 Lowest 2x4 LUS24 18 16/,s 3'/e 1'/ — 4-10d — 2-1Od 490 670 — 765 — 825 — 3% U24 16 16/s 3'/a 1'/ — 4-10d 4-16d 2-10dx1'h 265 485 575 550 655 595 705 67% HU26 14 19/6 3'A,s 2% — — 4-16d 2-10dx1'/ 335 — 595 — 670 — 720 19 DBL LUS24-2 18 3'/9 3'/ 2 — — 4-16d 2-16d 440 -- 800 — 910 -- 985 Lowest 2x4 U24-2 16 3%s 3 2 — 4-1Od 4-16d 2-1Od 370 485 575 550 655 595 705 33% HU24-2/HUC24-2 14 3'/a 3'/,s 2'/ — — 4-16d 2-1Od 380 — 595 — 670 — 720 240% c LUS26 181 19/,6 4% 13/ — 4-10d — 4-1Od 1165 865 — 990 — 1070 — Lowest v LU26 20 i9/s 43/ 1'h — 6-1Od 6-16d 4-10dx1'h 565 1 700 835 795 950 860 1030 6% 17,F6,L.' M U26 16 19/6 43/ 2 — 6-1Od 6-16d 4-10dx1'h 585 730 865 825 980 890 1055 43% CZ - 2x6 LUC26Z 18 16/s 49/� 13/ — 610d 6-16d 410dx1'f 730 710 845 810 965 875 1040 160° V HU26 14 16/s 3'/16 2'/ — — 4-16d 2-10dx1'/z 335 — 595 — 670 — 720 179% co HUS26 16 11/s 59/ 3 — — 14-16d 6-16d 1550 — 2720 — 3095 — 3335 276% 11 LUS26-2 18 31A 47A6 2 — — 4-16d 4-16d 1165 --- 1030 -- 1180 -- 1260 `4 DBL U26-2 16 3'/s 5 2 — 8-1Od 8-16d 4-1Od 740 975 1150 1100 1305 1185 1410 179% C 2x6 HUS26-2 14 3'/ 53/,6 2 — — 4-16d 4-16d 1235 — 1065 — 1210 — 1305 3 HU26-2/HUC26-2 14 3%1 53% 2h Min — 8-16d 4-10d 760 — 1190 — 1345 — 1445 233% en h 14 3'h 53/ 2'/x Max — 12-16d 6-1Od 1135 — 1785 — 2015 — 2165 254% LUS26-3 18 4s/9 4'h 2 — — 4-16d 4-16d 1165 — 1030 — 1180 — 1280 y PL2x U26-3 16 45/s 41/ 2 — 8-1Od 8-16d 4-1Od 740 975 1150 1100 1305 1185 1410 160 HU26-3/HUC26-3 141 41%s 5%s 2'/z Min — 8-16d 4-10d 760 — 1190 — 1345 — 1445 14141%6 5'/z 2'/ Max — 12-16d 1 6-1Od 1135 — 1785 — 2015 — 2165 LUS26 18 16/,s 43/4 13/, — 4-1Od — 4-1Od 11651 865 — 990 — 1070 — Lowest LU26 20 19/6 43/ 1'/z — 6-10d 6-16d 4-1 Odx11h 565 700 835 795 950 860 1031) 6% LUS28 18 11& 6/s 13/ — 6-1Od — 4-1Od 1165 1100 — 1255 -- 1360 — 23% LU28 20 i9/,s 6 1% — 8-1Od 8-16d 6-10dx11h 850 930 1110 10601 1270 1151 1 1335 39% 2x8 U26 16 16/s 43/4 2 — 6-1Od 6-16d 4-10dx1'h 585 730 865 825 980 890 1055 43% LUC26Z 18 19/,6 4% 1% — 6-1Od 6-16d 4-1Odx1'h 730 710 845 810 965 875 1040 160% HU 28 141 16/,6 51/. 2'/. — — 6-16d 4-10dx11h 610 — 895 -- 1005 — 1086 251% I♦ HUS26 16 1'A 53/a 3 — — 14-16d 6-16d 1550 — 2720 — 3095 — 3335 276% 17,F6,L17 HUS28 16 1s/9 7 3 — — 22-16d 8-16d 2000 — 3965 — 4120 — 4220 409% LUS26-2 18 3'/1 47/s 2 — — 4-16d 4-16d 1165 — 1030 — 1180 — 1280 1 Lowest LUS28-2 18 3'h 7 2 — — 6-16d 4-16d 1165 — 1315 — 1 1500 — 1625 8% DBL U26-2 16 314 5 2 — 8-10d 8-16d 4-1Od 740 975 1150 1100 1305 11851 1410 1 65% 2x8 HUS28-2 14 3'/s 7'Ae 2 — — 6-16d 6-16d 1550 — 1595 — 1815 — 1960 188% HU28-2/HUC28-2 14 3'/1 7 1 2'/z 1 Min I — 10-16d 4-1Od 760 _ 1490 _ 1680 _ 1805 397% 14 3'/ 7 2'/ Max 14-16d 6-10d 1135 2085 2350 2530 418% LUS28-3 18 45A 61/ 2 — — 6-16d 4-16d 1165 — 1315 — 1500 — 1625 o U26-3 16 4'/9 4'/ 2 — 8-1Od 8-16d 4-1Od 740 975 1150 1100 1305 1185 1410 - PL2x HU26-3/HUC26-3 14 4'Y,6 5'/ 2Y Min = 816d 410d 760 = 1190 = 1345 = 1==c 160 a 14 411/,6 5'/z 2'/z Max 12-16d 6-1Od 1135 1785 2015 2165 QUAD 1461/ 6% 21/ Min — 10-16d 4-16d 900 — 1490 — 1680 — 180:• 2x8 HU28-4/HUC28-4 14 6A 65/ 2'h Max — 14-16d 6-16d 1345 — 2085 — 2350 — 12530 a LUS28 18 16/6 6% 13/. — 6-10d — 4-1Od 1165 1100 — 1255 — 1360 — Lowest o LU28 20 19/s 63/e 1'h — 8-1Od 8-16d 6-10dx1'/ 850 930 1110 1060 1270 1153 1335 13% W LUS210 18 16/6 719/% 13/ — 8-1Od — 4-1Od 1165 1340 — 1525 — 1650 — 15% 2x10 LU210 20 16/6 7763/s 1'/z — 10-10d 10-16d 6-10dX1'/ 850 1165 1390 1325 1585 1435 1715 28% U210 16 1'/s 713/6 2 — I 10-10d 10-16d 6-10dxi'/> 1110 1215; 14401 13751 1635 1485 166" 76% y LUG21OZ 18 16/6 73/ 13/ — 10-10d 10-16d 6-10dx11/ 1100 1165 14101 1345 1605 1455 1735 180% N HU210 14 19/6 7%s 2% — — 8-16d 4-10dx1'h 610 — 1190 — 1345 — 1443 225° HUS210 161 15/1 9 3 — — 30-16d 1 10-16d 3000 - 4255 -- 4445 - 4575 450% 17,F6,L17 V5 LUS28-2 181 3'1A 7 2 — — 6-16d I 4-16d1165 — 1315 — 1500 — 1625 Lowest LUS210-2 18 314 9 2 — — 8-16d 6-16d 1745 — 1830 — 2090 2265 34% e U210-2 16 3'/1 8'/ 1 2 — 14-10d 14-16d 6-1Od 1110 1705 2015 1930 2285 2075 2465 88% s 2x110 HUS210-2 14 3'/e 93/1°1 2 1 — — 8-16d 8-16d 3295 — 2125 — 1 2420 — 2615 217% v HU210-2/ 14 3'/ 813/6 2'/z Min I — 14-16d 6-1Od 1135 — 2085 — 12350 — 2530 441% HUG210-2 14 31h 81/6 2'/z 1 Max I — 18-16d 10-10d 1895 — 2680 — 13020 — 3250 467% HHUS210-2 14 35Afs 87A 3 — — 30-16d 10-16d 4000 — 5635 — 1 6380 — 6880 LUS28-3 '181 45/1 61A 2 — — 6-16d I 4-16d 1165 — 1315 — 11500 - 16251 160 LUS210-3 18 4%1 8%s 2 — — 8-16d 6-16d 1745 -- 1830 -- 2090 — 226:: U210-3 16 4% 73/ 2 — 14-10d 14-16d 6-10d 1110 1705 2015 1930 2285 2075 2465 x1 HU210-3/ 14 4'Ys 86/16 2'/ Min — 14-16d 6-1Od 1135 - 2085 - 2350 2530 2x10 HUG210-3 14 4'Y,6 89/16 2'/ Max — 18-16d 10-10d 1895 — 2680 — 3020 — 3250 17,F6,L'i HHUS210-3 14 4'1/,6 9 3 — — 30-16d 10-16d 4000 - 5635 — 6380 — 688Q HGUS210 3 112 4''✓=• 9'/s 46-16d 16-16d 4095 19100 — 9100 — 9"- F23,160 74 See footnotes on page 76. CODES:See page 20 for Code Reference Key Chart. CITY OF ATLANTIC BEACH �s1 J 800 SEMINOLE ROAD 1 r� ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 J.r31� Application Number . . . . . 13-00003466 Date 11/15/13 Property Address . . . . . . 951 PARADISE CIR Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . PLANNED UNIT DEVELOPMENT Application valuation . . . . 265500 ------------------------------------------- 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 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. PERMIT IS 2,@E1aV�I 0VaD►& A�ddg&3iWW L C 1�F Tii Q �1}AC { B �JAES FI HE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH � 111 J 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number 13-00003466 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 ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. PLUMBING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904) 247-5826 Fax(904)247-5845 JOB ADDRESS: "1 �G,rct_ C1 l-SQ. L,A- h(!, PERMIT# NEW OR REPLACEMENT INSTALLATION: Project Value$ TYPE of FIXTURE QTY TYPE of FIXTURE QTY Bathtub Septic Tank&Pit Clothes Washer Shower �— Dishwasher l Shower Pan Drinking Fountain Slop Sink Floor Dram 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 1 RE-PIPE: TYPE of FIXTURE QTY TYPE of FIXTURE QT' Bathtub Septic Tank&Pit Clothes Washer Shower Dishwasher Shbwer Pan Drinking r mFloor Fountain SloeSink Three e Compartment Sink Floor Sink Toilet Hose Bibs Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory Water Heater Other Fixtures Water Treating System MISCELLANEOUS: ❑ Sewer Replacement 1:1 Back Flow Preventer ❑ Grease Interceptor(Trap) gallons(Requires 3 sets of ply ❑ Lawn Sprinkler System-Number of Heads ❑ Well ** ** SIRWD Well Completion Form. Completed form to be submitted to the Building Department for final inspection ❑ Other Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have 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 spew or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance o nslructic Property Owners Name Phone Number 3 OyV3 PlumbingCompany cSD'n Pt(AM WJ Fte ne2b��`f g Fax $23,�s Co.Address: /s State�License Holder(Print): CSD cation/Registration#C 1�Cy 203 9 N to i Signature�_f i tz- `s CITY OF ATLANTIC BEACH J s) 800 SEMINOLE ROAD J F ; ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 �C Application Number . . . . . 13-00003466 Date 2/11/14 Property Address . . . . . . 951 PARADISE CIR Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . PLANNED UNIT DEVELOPMENT Application valuation . . . . 265500 ----------------------------------------------------------------------- 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 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 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. n, T_��+Tp-��+ rn �! PERMIT IS A� �VI A Q� k C�Q' At"11'Ah�tl`f'1L"'"C§'t�tliliV�14&S�Kl'Q�`i HE FLORIDA BUILDING CODES. �s CITY OF ATLANTIC BEACH is i 800 SEMINOLE ROAD J ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number 13-00003466 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 2 . 00 Other Fees STATE ELEC DCA SURCHARGE STATE ELEC DBPR SURCHARGE 2 . 00 _ _ ________ ---- Fee summary Charged Paid Credited ----Due--- . 00 _ _ ---------- ----- ---------- - . 00 Permit Fee Total 125 . 00 125 . 0000 00 . 00 Plan Check Total • 00 . 00 Other Fee Total 4 . 00 4 . 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 n Ph(904) 247-5826 Fax (904) 247-5845 / JOB ADDRESS: r'�� i Sc f�kmo PERMIT# JEA INFORMATION REQUIRED ON ALL PERMITS 2M AMPS 240 VOLTS PHASE VALUE OF WORK$ NEW SERVICE ❑ Overhead [Ii Underground ❑T Underground up Pole []Residential(Main) Service 00-100 amps ❑101-150amps ❑151-200amps ❑ amps #of Meters ❑Commercial(Main)Service 00-100 amps ❑101-150amps ❑151-200amps ❑ amps -I CT Service amps Conductor Type Size ❑Multi-Family(Main)Service 110-100 amps ❑101-150amps ❑151-200amps LI-amps #of Unit Meters [-]Temporary Pole ❑ amps SERVICE UPGRADE ❑ amps ❑ CT Service amps NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.) ❑100 amps ❑150amps ❑200amps ❑ amps ❑CT Service amps ADDITIONS,REMODELS,REPAIRS,BUILD-OUTS,ACCESSORY STRUCTURES,ETC. Outlets/Switches: 0-3 Damps 31-l 00amps 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 ❑Swimming Pool ❑ Sign ❑ _ Smoke Detectors Qty ❑Transformers KV A ❑Motors hp FIRE ALARM SYSTEM (Requires 3 sets of plans) Qty volts/amps VALUE OF WORK$ REPAIRS/MISCELLANEOUS []Replace Burnt/Damaged Meter Can ❑Safety Inspection []Panel Change ❑OH to UG ❑Other: Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name Phone Number Electrical Company W-r Office Phone 217-W 4 Fax 2g7 Co.Address: �� City A-A &B - State r!- Zip 322Sa5 License Holder(Print): sr& �^� r"1 State Certification/Registration# Cp13�(? � =ices ;CgjAse olderamI �d - 20 FF 086990 Before me this18 Signature of Notary Pub �s CITY OF ATLANTIC BEACH iJI 800 SEMINOLE ROAD -a ATLANTIC BEACH, FL 32233 :r INSPECTION PHONE LINE 247-5814 C Application Number . . . . . 13-00003466 Date 3/17/14 Property Address . . . . . . 951 PARADISE CIR Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . PLANNED UNIT DEVELOPMENT Application valuation . . . . 265500 -- ------------------------------------------------------------------------- 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 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . ZONE X _ ---- -----Permit . MECHANICAL GAS PIPE PERMIT Additional desc . . Sub Contractor . . FLORIDA PROPANE PARTNERS 00 Permit Fee . . . . 110 . 00 Plan Check Fee 0 Issue Date Valuation . . . 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 . 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. qQp&I C Pl FLORIDA PERMIT IS a9"V��VA $�� BUILDING CODES. .i' y. Jat f,� s., CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J � ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Ji31�• Page 2 Application Number 13-00003466 Date 3/17/14 --------------------------------- Special Notes and Comments A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS _____ --------------------------------- Other Fees STATE MECH DCA SURCHARGE 3 • 02 STATE MECH DBPR SURCHARGE 3 . 02 _ ________ ---- Fee summary Charged Paid Credited . 00 _ _ ---------- ----- ---------- - . 00 Permit Fee Total 110 . 00 110 . 0000 00 . 00 Plan Check Total • 00 . 00 Other Fee Total 6 . 04 6 . 04 . 00 Grand Total 116 . 04 116 . 04 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph (904) 247-5826 Fax (904) 247-5845 LJ� PERMIT# N JOB ADDRESS: t PROJECT VALUE$ ARI# REQUIRED Air Handling Equipment Only Air Handling Unit & Condenser Condenser Only NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Seer Rating Heat: Unit Quantity BTU's Per Unit gREQUIRED Duct Systems: Total CFM REPLACEMENT AIR CONDI' ak' .NING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity_ . Tons Per Unit Seer Rating Heat: Unit Quantity, _ BTU's Per Unit gREQUIRED Duct Systems: Total CFM FIRE PREVENTION 3 sets of plans) Fire Sprinkler System Qu pity (Requires Fire Standpipe Qu,Aity (Requires 3 sets of plans) Underground Fire Main Val (Requires 3 sets of plans) Fire Hose Cabinets Quin;lity (Requires 3 sets of plans) Commercial Hoods Ql.antity (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 PIPIN�/ Heat Exchanger Quantity of Outlets l/ 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 with 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 con . 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 visions of any other state or local law regulation construction or the performance of construction. Phone Number Property Owners Name Office Phone Mechanical Company �� Fax y� Co. Address i City StatjZ—Zi License Holder (Print): State Ce �fical n/Registration# J Notariz,011,Si nature o Licen a Holder JEWDIMM ne this�1 qday of r/� 20 MY COMMISSION 1 FF 01148 EXPIRES:April 24,2017 Bonded TnN Notary Pudic Undo - ire of Notary Public