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1660 Sea Oats Dr 2013 addition CITY OF ATLANTIC BEAQU i 800 SEMINOLE ROAD J ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 �J131S? Application Number . . . . . 13-00003718 Date 12/19/13 Property Address . . . . . . 1660 SEA OATS DR Application type description RESIDENTIAL ADDITION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 100000 ---------------------------------------- Application desc addition --------------------------------------- Owner Contractor ------------- ------------------------ CONNELLY MEGHAN A ET AL YOUNG AMERICAN HOME INC 1660 SEA OATS DR PO BOX 54396 ATLANTIC BEACH FL 322335836 JACKSONVILLE FL 32245 (904) 759-9302 --- Structure Information 000 000 ADDITION Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL -----Flood ---- - FloodZoneZONEX ------ ------------------- - ------------------------------ Permit . . . . . . RESIDENTIAL ADDITION Additional desc . Permit Fee 480 . 00 Plan Check Fee 240 . 00 Issue Date . . . Valuation 100000 Expiration Date . . 6/17/14 ---------------------------------------- Special Notes and Comments NEED NOC Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management. ) Full erosion control measures must be installed and approved prior to beginning any earth disturbing 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 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 . WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS rM-N11`P'ts-A-Prx0VEft 0Nt-1 tN-acee1tDANee tivy"rNLI,"n-OP AT AN M-BEAC rORDtNaNCES-A-"-Mt-Fteitl7�z 2 0----- BUILDIN40t( M2: Fees STATE DCA SURCHARGE CITY OF ATLANTIC BEACH sly r 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 J INSPECTION PHONE LINE 247-5814 /"Nit � Page 2 Application Number . . . . . 13-00003718 Date 12/19/13 ----- ----- Other Fees . _ DEV REVIEW-SINGLE & 2-FAM 50 . 00 ENG REV PRE APP > 3 HRS 25 . 00 STATE DBPR SURCHARGE 7 . 20 UTIL REV PRE APP >3 HRS 25 . 00 ------------------------------------------------- Fee summary Charged Paid Credited ----Due--- ----------------- ---------- ---------- ----- Permit Fee Total 480 . 00 480 . 00 . 00 . 00 Plan Check Total 240 . 00 240 . 00 . 00 . 00 Other Fee Total 114 .40 114 .40 . 00 . 00 Grand Total 834 .40 834 .40 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. - �YT�+MM1f ODM+61fM4il�Th:.Y"Y9'Rwlf!+Iw�AM:C:+m BUILDING PERMIT APPLICATION D a 0 CITY OF ATLANTIC BEACH 2 3 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 by Job Address: �� GL �(�� `�� Permit Number: 11`3 71 Q' Legal Description ' S 6�1 " 5 — G Parcel# 11—M Floor Area of Sq.Pt. q.Ft Valuation of Work$ Proposed Work heated/cooled �!I non-heated/cooled Class of Work(circle one): New Addition teration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) (circ a Commercial Residential -_ - -- �� If an existing structure,is a fire sprinkler system installed? (Circle one): Yes No N/ Florida Product Approval JjFILE COPY : For multiple products use product approva orm �.. Describe in detail the type of work to be performed: Ar��l i'�✓ .�,•,�,r,�.,,,•.�,:_ -- — Property Owner Information: I '„nnLLI� • �,U �L V-q— Name: � Address: '��c) City Statcip � Phone E-Mail or Fax# (Optional) Contractor Information: CONTRACTOR EMAIL ADDRESS: \/Q 121CAr) d/I7F.$ F��.�Jll7�h• Company ame: Qualifyin Agent: �l `t't'oo ✓� C,�-� Nrr Address: (w City � l State 4 Zip Office Phon - - 5 Job Site/Contact Number qt-,U- Sq-`130�Fax#� -(y�5.5 State Certification/Registration# C C, 3 Architect Name&Phone# Engineer's Name &Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six 6)months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing,Signs, Wells, Pools, A`rnaces,Boilers,Heaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I here b certify that 1 have read and examined this application and know the same to be trite and correct. All provisions of laws and ordinances governing this type of work will be complied with whether speci ted herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other federal,state, or local law regulating construction or the performance of construction. Signature of Owne /[. Signature of Contractor Print Name Print Name . ..... ...... ltd^.. .V...�' .......................................... . ........ .k�'r -{ • ................................................. Before1me Before me 20 3 is-+L-Day of J 20 �� his � Day of 1) tai PUbll a o OR o ry u is a e ary Public ' otary Public State of tiorida S 4` Jennifer S Vanoven Jennifer S Vanoven c � My commission EE 130705 �j M� 'r or 6: Expires 0911512015 ?0r n04 Expitel3'WAr Pl0 DO NOT WRITE BELOW - OFFICE USE ONLY Applicable Codes: 2010 FLORIDA BUILDINU CODE Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: Development Size Habitable Space SoO S.P Non-Habitable Impervious area Miscellaneous Information Occupancy Group Type of Construction Number of Stories Zoning District Max. Occupancy Load Fire Sprinklers Required Flood Zone Conditions/Comments: 800 Seminole Road SSS Atlantic Beach,Florida 32233 j Telephone(904)247-5800 FAX(904)247-5805 Construction Site Management Plan Compliance A construction site management plan conforming to Atlantic Beach City Code Sec 6-18 has been approved as a part of this building permit. The Construction site management plan was approved based upon the following information. 1. Parking plan—parking plan showing how site will be accessed and all onsite and abutting street parking areas. 2. 3. Location of construction trailers, loading/unloading area and material storage area. 4. Location of chemical toilet area.(chemical toilets must be kept out of City right-of-way and not further than 15 feet from structure under construction) 5. Location of dumpster. Dumpster must be from an approved waste company (in accordance with Chapter 16 City Code) as of 2009 the permitted dumpsters are Advanced Disposal, Realco Recycling, and Shappells. Dumpsters will have tarp covers or rigid covers on windy days. Dumpsters must be removed prior to issuance of Certificate of Occupancy. 6. Traffic control plan, showing access with dimensions, area to be stabilized, narrative on phasing of construction with adequate parking and delivery of materials. 7. Site cleanliness. Contractor must have the entire construction site cleaned by Friday of each week. This means removal of scrap lumber, concrete remnants and other such construction debris including cans, metal, plastic and paper. 8. Erosion and Sediment Control. Contractor must maintain all elements of the approved Erosion & Sediment Control Plan (silt fence, catch basin filters, etc.) until sod or other stabilization has been placed and approved by Public Works. 9. Other activities, where special conditions are identified by the Building Official. Failure to comply with the Construction Site Management Ordinance may result in a Stop Work Order being issued in accordance with City Code Sec. 6-17 (3) Revised 5/2009 City of Atlantic Beach APPLICATION NUMBER Js Building Department (To be assigned by the Building Department.) f 800 Seminole Road r Atlantic Beach, Florida 32233-5445 Phone (904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: 12- City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: /l.(! �� i✓Gt- as�S Department review required Yes o Building Applicant: £ /� /�7�5 Planning &Zoning Tree Administrator Project: ��/ Public Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Review or Receipt Date Other Agency Review or Permit Required of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: QUILD5 PLANNING &ZONING Reviewed by: / Date:�� TREE ADMIN. —]DeniSecond Review: ❑Approved as revised. ed. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. [—]Denied. Comments: Reviewed by: Date: Revised 05/14/09 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 7 `v 800 Seminole Road /Gj - — �� Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904) 247-5845 rJs�vr E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: �Cc t! �a- Q 15 Department review required Yes No Building A �j /IJP Planning &Zoning Applicant: Tree Administrator Project: f ��/ Public Works Public Utilities Public Safety Fire Services Review fee $ Dept Sign,1W Other Agency Review or Permit Required Review or Receipt Dateof Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. kenied. (Circle one.) Comments- omments: f�p IOCS�`Ec�� rPr�� %u� C� Cw l c✓sZ1° A- ca5 (OCT.Ok -tBUILDING u0 PLANNING &ZONING Reviewed bye Date: I I ZZ 13 TREE ADMIN. Second Review: qApproved as revised. ❑Denied. (PUBLIC ;ORKSJ Comments: ` - PUBLIC UTILITIES Reviewed by' Date: APA? PUBLIC SAFETY FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 City of Atlantic Beach APPLICATION NUMBER s r Building Department (To be assigned by the Building Department.) 800 Seminole Road �G) — 719 r s� Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax (904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: /lf� �d 2gj Department review required Yes No Building Applicant: /7 Planning &Zoning Tree Administrator Project: ��/7'_1 Public Works Public Utilities Public Safety 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: APP ICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: /V DC AID Vle—� BUILDING PLANNING & ZONING �C ��j Date: ! ��f Reviewed by: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 City of Atlantic Beach LDate PPLICATION NUMBER Building Department ssigned by the Building Department.) 800 Seminole Road �� Atlantic Beach, Florida 32233-5445 v Phone (904) 247-5826 - Fax (904)247-5845 g p @ uted: -119 j, E-mail: buildin de t coab.us City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: d �a- Gtti �s �1 Department review re uired Yes No Building /n�5 Planning & Zoning Applicant: 4 £ Tree Administrator �' —� Public Works Project: !d Public Utilities Public Safety Fire Services Review fee $ _ Dept Signature.` Other Agency Review or Permit Required Review or Receipt Dateof Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by:_6v Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. P WORKS C mments: L II S PUBLIC SAFE Y Reviewed by: Date: FIRE SERVICES Third Review: OApproved as revised. []Denied. Comments: Reviewed by: Date: Revised 05/14/09 Doc # 2006383716, OR BK 13619 Page 2137, Number Pages: 2, Filed & Recorded / 11/03/2006 at 08:09 AM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $18.50 DEED DOC ST $3164.00 Tkr�k:^SWSRIfL'.i rn"w•.rLaWMea4«.h,wena�bta7gRs�g�p�1.� ✓d ' y:.. Prepared I COPY Denise Strange Watson&Osborne Title Services,Inc. tj; f FILE• h b 208 Ponte Vedra Park Drive,Suite 101 ; Ponte Vedra Beach,Florida 32082 a ► y yyx ^ rMi u4T.WR:•.a1::tiL'u':.M.N8l1�rTv1GY:.eR�Lt�.lal9gAEd R'W:wr.i Record&Return To: Meghan A.Connelly 1660 Sea Oats Drive Atlantic Beach,Florida 32233 File#:06TO737 General Warranty Deed 3� Made this October 27,2006 A.D.By Mary Theresa Frosio,f/k/a Mary T.Casto,a married woman,1830 Nightfall Drive,Neptune Beach,FL 32266,hereinafter called the grantor,to Meghan A.Connelly,a single woman and Mike[K.Foster,a single man,as joint tenants with right of survivorship,whose post office address is: 1660 Sea Oats Drive,Atlantic Beach,Florida 32233,hereinafter called the grantee: (Whenever used herein the term"grantor"and"grantee'include all the parties to this instrument and the heirs,legal representatives and assigns of individuals, and the successors and assigns of corporations) Witnesseth,that the grantor,for and in consideration of the sum of Ten Dollars,($10.00)and other valuable considerations,receipt whereof is hereby acknowledged,hereby grants,bargains,sells,aliens,remises,releases,conveys and confirms unto the grantee,all that certain land situate in Duval County,Florida,viz: Lot 12,Block 13,SELVA MARINA UNIT NO.6,according to plat thereof as recorded in Plat Book 34,pages 51,51 A and 51 B of the current public records of Duval County,Florida. Said property is not the homestead of the Grantor(s)under the laws and constitution of the State of Florida in that neither Grantor(s)or any members of the household of Grantors)reside thereon. Parcel ID Number:172020-0228 Together with all the tenements,hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in Hee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple;that the grantor has good right and lawful authority to sell and convey said land;that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever;and that said land is free of all encumbrances except taxes accruing subsequent to December 31,2005, DEED Individual Warranty Deed With Non-Homestead-Legal on Face Closers'Choice OR BK 13619 PAGE 2138 . In Witness Whereof, the said grantor has signed and sealed these presents the day and year first above written. Signed,sealed and deliv ed' nd. a (Seal) Mary Ther a Frosio,f/k/a Mary T.Casto Witness Printed Name nddress. 183 Nightfall Drive,Neptune Beach,FL 32266 (Seal) Witness Printed Name _ Address' State of Florida County of St.Johns The foregoing instrument was acknowledged before me this 27th day of Octtnw s rosio,fWa Mary T.Casio,a married woman,who is/are personally{Drown to me or who has produced _ identification. Notaryame; n�aOL•SCH ng Priol Name: V�14/ a.�aW�Ja My Commission Expires: N`Nt[NII E gtn�N 0 vkrt r DEED Individual warranty Deed With Non-Homestead-Legal on Face Closers Choice CLCD .� p 00 •Cr cn CD CL o a lo;w vO E o'. ,� � n C) v, ao C ' b N G in 0 � CI- W Z d 9 O J1 c `r ;iO .�' o E 02. P CD o rC o � a �Tl Y � o �M `.� O ��-.,;wasroaPr;+tPat�F�ear-M s ¢ o .� Q r w cno y �' civ o � " 00 J D Cn W N `/�/ O ~ o s QQ CD '�•h A� i�•r� oN i Q'• mss . v' " z �_ 7. CPD tai aQQ .(D Ln d n CD CD CA CD � g n33 i� R n � i Q j I 0 0 � Z r .—. C/1 W N � O � W J D\ Cn .A W N •-- O y J C\ Cli � W fJ :"' xl Qa �} �1 C17 0 v' p �� d o o w �• Y n O 0 o O 0 y �, rA n Z w . . .......... e (D � O i 4t G 4 G i b O a d 1 o p r B� G 0 fD B S { e �q} r A� 0 En CD 0 ta. .'• o �, R, m vo 'd �'• o o Q O O �rJ C cC •�' 000 CD CA CD En co", CD a. CD O O -F- ° O ° ° `CD CA 0 CD d n CD p C CR 10 CA 0 CD cl .� CD d_ CD p En 'c3 r• (D CD rt d � _ o a oCD 5 x a. d M p h H CDCD r CD a. co 6', 0 �l CD CD M of O O CD \ N CD `dCD i CD c�D a 0 N O D o CD CD s, FILE C r FORM 405-10 � FLORIDA ENERGY EFFICIENCY CODE-FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Foster Remodel Builder Name: Young American Homes Street: Permit Office: City,State,Zip: FL, Permit Number: Owner: Jurisdiction: Design Location: FL,Jacksonville 1. New construction or existing Addition 9. Wall Types(392.0 sqft.) Insulation Area a. Frame-Wood,Exterior R=13.0 392.00 ftz 2. Single family or multiple family Single-family b.N/A R= ftz 3. Number of units,if multiple family 1 c. N/A R= ftz 4. Number of Bedrooms(Bedrms In Addition) 0(0) d.N/A R= ftz 10.Ceiling Types (500.0 sqft.) Insulation Area 5. Is this a worst case? No a.Under Attic(Vented) R=38.0 500.00 ftz 6. Conditioned floor area above grade(ftz) 500 b.N/A R= ftz c.N/A R= ftz Conditioned floor area below grade(ftz) 0 11.Ducts R ftz 7. Windows(77.4 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Main 6 170 a. U-Factor: Dbl,U=0.32 77.44 ftz SHGC: SHGC=0.26 b. U-Factor: N/A ftz 12.Cooling systems kBtu/hr Efficiency a.Central Unit 33.6 SEER:14.00 SHGC: c. U-Factor: N/A ftz SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ftz a.Electric Heat Pump 34.0 HSPF:8.00 SHGC: Area Weighted Average Overhang Depth: 2.505 ft. Area Weighted Average SHGC: 0.260 14.Hot water systems a. Electric Cap:50 gallons 8. Floor Types (500.0 sqft.) Insulation Area EF:0.900 a.Slab-On-Grade Edge Insulation R=0.0 500.00 ftz b. Conservation features b.N/A R= ftz None c.N/A R= ftz 15.Credits Pstat Total Proposed Modified Loads: 7.73 PASS Glass/Floor Area: 0.155 Total Standard Reference Loads: 9.62 I hereby certify that the plans and specifications covered by Review of the plans and dVVE S_ this calculation are in compliance with the Florida Energy specifications covered by this v 0,� Code. calculation indicates compliance u ° t with the Florida Energy Code. PREPARED BY: TOfnfn>y Sfntth ___ Before construction is completedcc f DATE: __ 10131/2013 this building will be inspected for , a_ compliance with Section 553.908 ° fi�. �� I hereby certify that this building,as designed, is in compliance Florida Statutes. '�0O � �`� r~` with the Florida Enqre. -� BUILDING OFFICIAL: h7 Wt✓ ., L: b OWNER/AGENT � DATE: DATE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 10/31/2013 11:18 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: Foster Remodel Bedrooms: 0 Address Type: Street Address Building Type: User Conditioned Area: 500 Lot# Owner: Total Stories: 1 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Young American Homes Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: Duval Jurisdiction: Whole House Fan: No City,State,Zip: , Family Type: Single-family FL, New/Existing: Addition Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL_JACKSONVILLE_INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Blockl 500 4000 SPACES FNumber Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 500 4000 No 0 0 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Main 49 ft 0 500 ftz ---- 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or Shed Composition shingles 542 ftz 104 ft2 Medium 0.6 No 0.6 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 500 ftz N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) Main 38 500 ftz 0.11 Wood 10/31/2013 11:18 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt Tn Wall Type SpaceR-Vah0 _ 1 N Exterior Frame-Wood Main 13 26 6 8 0 212.0 ft2 0 0.23 0.5 0 2 E Exterior Frame-Wood Main 13 22 6 8 0 180.0 ft2 0 0.23 0.5 0 DOORS # Ornt Door Type Space Storms U-Value Ft In In FtWidthArea 1 E Insulated Main None .4 3 6 8 20 ft2 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Vinyl Low-E Double Yes 0.32 0.26 9.0 ft2 1 ft 4 in 0 ft 8 in Drapes/blinds None 2 N 1 Vinyl Low-E Double Yes 0.32 0.26 24.0 ft2 1 ft 4 in 0 ft 8 in Drapes/blinds None 3 E 2 Vinyl Low-E Double Yes 0.32 0.26 9.0 ft2 1 ft 4 in 0 ft 8 in Drapes/blinds None 4 E 2 Vinyl Low-E Double Yes 0.32 0.26 16.0 ft2 1 ft 4 in 0 ft 8 in Drapes/blinds None 5 E 2 Vinyl Low-E Double Yes 0.32 0.26 10.0 ft2 6 ft 0 in 0 ft 8 in Drapes/blinds None 6 E 2 Vinyl Low-E Double Yes 0.32 0.26 9.4 ft2 6 ft 0 in 0 ft 8 in Drapes/blinds None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0003 393.5 21.6 40.62 .231 5.9018 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8 34 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER:14 33.6 kBtu/hr 1008 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Main 0.9 50 gal 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 10/31/2013 11:18 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 DUCTS ----Supply---- ----Return---- Air CFM 25 CFM25 HVAC# # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 170 ft2 Attic 61 f112 Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable Thermostat:Y Ceiling Fans: Cooling Jan f Feb Mar A r May [X]Jun X�Jul Au [X]Sep ] Heating 1 Jan l Feb l Nov Dec Mar E Apr f May [ ]Jun ]Jul 4 Au [ ] ct Sep [ ]Oct f Nov f X}Dec Venting [ ]]]Jan [[ J Feb [XXX]]]Mar [X]A r [ May [ ]Jun ]Jul [ Aug [ ]Se [X]Oct [XXX]]]Nov [ ]Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 — 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) PM 66 66 66 66 66 68 68 68 68 68 68 68 M 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) 8 68 PAM 66 66 66 66 66 M 68 68 68 68 68 68 68 68 68 8 68 6 68 8 66 66 10/31/2013 11:18 AM 9Y 9 Ener Gau e®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: PERMIT#: FL, 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 1 405.2.1 R-19 space permitting. 10/31/2013 11:18 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index, the more efficient the home. „ FL, 1. New construction or existing Addition 9. Wall Types Insulation Area a. Frame-Wood,Exterior R=13.0 392.00 ft2 2. Single family or multiple family Single-family b.N/A R= ft2 3. Number of units,if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 0(0) d. N/A R= ft2 10.Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic(Vented) R=38.0 500.00 ft2 6. Conditioned floor area(ft2) 500 b.N/A R= ft2 c.N/A R= ft2 7. Windows" Description Area 11.Ducts R ft2 a. U-Factor: Dbl, U=0.32 77.44 ft2 a.Sup:Attic,Ret:Attic,AH:Main 6 170 SHGC: SHGC=0.26 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 33.6 SEER:14.00 SHGC: d. U-Factor: N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 34.0 HSPF:8.00 Area Weighted Average Overhang Depth: 2.505 ft. Area Weighted Average SHGC: 0.260 8. Floor Types Insulation Area 14.Hot water systems- Cap:50 gallons a.Slab-On-Grade Edge Insulation R=0.0 500.00 ft2 a. Electric EF:0.9 b.N/A R= ft2 b. Conservation features c.N/A R= ft2 None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building �gNF.sTgx Construction through the above energy saving features which will be installed (or exceeded) w0, m aw 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: rtia5 *Note: This is not a Building Energy Rating. If your Index is below 70,your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software TABLE 402.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Foster Remodel Builder Name: Young American Homes Street: Permit Office: City,State,Zip: FL, Permit Number: Owner: Jurisdiction: Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier Exterior thermal envelope insulation for framed walls is installed in substantial contact and continuous alignment with building envelope air barrier. Breaks or joints in the air barrier are filled or repaired. Air-permeable insulation is not used as a sealing material. Air-permeable insulation is inside of an air barrier. Ceiling/attic Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. Attic access (except unvented attic), knee wall door, or drop down stair is sealed. Walls Corners and headers are insulated. Junction of foundation and sill plate is sealed. Windows and doors Space between window/door jambs and framing is sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including Insulation is installed to maintain permanent contact with underside above-garage and cantilevered of subfloor decking. floors) Air barrier is installed at any exposed edge of insulation. Crawl space walls Insulation is permanently attached to walls. Exposed earth in unvented crawl spaces is covered with Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, knee walls and flue shafts opening to exterior or unconditioned space are sealed. Narrow cavities Batts in narrow cavities are cut to fit, or narrow cavities are filled by sprayed/blown insulation. Garage separation Air sealing is provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures are air tight, IC rated, and sealed to drywall. Exception—fixtures in conditioned space. Plumbing and wiring Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed/blown insulation extends behind piping and wiring. Shower/tub on exterior wall Showers and tubs on exterior walls have insulation and an air barrier separating them from the exterior wall. Electrical/phone box on Air barrier extends behind boxes or air sealed-type boxes are installed. Common wall Air barrier is installed in common wall between dwelling units. HVAC register boots HVAC register boots that penetrate building envelope are sealed to subfloor or drywall. Fireplace Fireplace walls include an air barrier. EnergyGaugeg USA-FlaRes2010 Section 405.4.1 Compliant Software Job: Foster Remodel 2043 Wrl htsoft Project Summary Date: Oct 30,2013 9 Entire House By: TRS AIR FLOW DESIGNS INC. 250 JASMINE RD.,CASSELBERRY FL.,FL32718 Phone:(407)831-3600 Project ! • For: Young American Homes Notes: Design Information Weather: Jacksonville Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 33 °F Outside db 95 °F Inside db 70 OF Inside db 78 °F Design TD 38 IF Design TD 17 °F Daily range M Relative humidity 50 % Moisture difference 43 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 19455 Btuh Structure 14642 Btuh Ducts 4315 Btuh Ducts 8685 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 23771 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 23327 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average 6608 Btuh Fireplaces 0 Structure Ducts 1510 Btuh Heating cooling Central vent (0 cfm) 0 Btuh Area(ft2) 1957 1957 Equipment latent load 8119 Btuh Volume (ft3) 15652 15652 Air changes/hour 0.38 0.20 Equipment total load 31446 Btuh Equiv.AVF (cfm) 99 52 Req. total capacity at 0.75 SHR 2.6 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade 14 SEER PURON HP Trade 14 SEER PURON HP Model CH14NA036""A Cond CH14NA036"**A AHRI ref 6803064 Coil FB4CNP036 AHRI ref 6803064 Efficiency 8 HSPF Efficiency 11.0 EER, 14 SEER Heating input Sensible cooling 25200 Btuh Heating output 34000 Btuh @ 470F Latent cooling 8400 Btuh Temperature rise 0 OF Total cooling 33600 Btuh Actual air flow 0 cfm Actual air flow 1120 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.048H2 cfm/Btuh in Static pressure 0.50 in H2O Static pressure 0.50 n H2O Space thermostat Load sensible heat ratio 0.74 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2013-Oct-31 11:54:47 "1' Wrightsoft Right-Suite®Universal 2013 13.0.07 RSU16792 Page 1 { G:\AFD-Central\YAH2O43 Foster Remodel.rup Calc=MJ8 Front Door faces: E Manual S Compliance Report Job: Foster Remodel 2043 - +- wrightsoft` p P Date: Oct 30,2013 Entire House By: TRS AIR FLOW DESIGNS INC. 250 JASMINE RD.,CASSELBERRY FL.,FL32718 Phone:(407)831-3600 ProjectN 777777-7;M ! • For: Young American Homes Cooling Equipment Design Conditions Outdoor design DB: 94.5F Sensible gain: 23327 Btuh Entering coil DB: 80.4°F Outdoor design WB: 77.3°F Latent gain: 8119 Btuh Entering coil WB: 66.0°F Indoor design DB: 78.0°F Total gain: 31446 Btuh Indoor RH: 50% Estimated airflow: 1120 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Carrier Model: CH14NA036****A+FB4CNP036 Actual airflow: 1120 cfm Sensible capacity: 25200 Btuh 108%of load Latent capacity: 8400 Btuh 103%of load Total capacity: 33600 Btuh 107%of load SHR: 75% Heating Equipment Design Conditions Outdoor design DB: 32.5F Heat loss: 25940 Btuh Entering coil DB: 70.0°F Indoor design DB: 70.0 OF Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Carrier Model: CH14NA036****A+FB4CNP036 Actual airflow: 0 cfm Output capacity: 1120 Btuh 4%of load Capacity balance: 32 f o Supplemental heat required: 24820 Btuh Economic balance: 99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 0 cfm Output capacity: 8.0 kW 105%of load Temp. rise: 22 °F The above equipment was selected in accordance with ACCA Manual S. -I. 2013-Oct-31 11:54:47 1" Com- wrlghtSOft' Right-Suite®Universal 2013 13.0.07 RSU16792 Page 1 G:\AFD-Central\YAH2O43 Foster Remodel.rup Calc=MJ8 Front Door faces: E Job: Foster Remodel 2043 wrightsaft' Duct System Summary Date: Oct 30,2013 Entire House By: TRS AIR FLOW DESIGNS INC. 250 JASMINE RD.,CASSELBERRY FL.,FL32718 Phone:(407)831-3600 Project ! • For: Young American Homes Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.19 in H2O 0.19 in H2O Available static pressure 0.31 in H2O 0.31 in H2O Supply/ return available pressure 0.204/0.106 in H2O 0.204/0.106 in H2O Lowest friction rate 0.081 in/100ft 0.081 in/100ft Actual air flow 0 cfm 1120 cfm Total effective length (TEL) 381 ft Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Trunk Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Bath 2 c 114 0 6 0.083 4.0 OX 0 VIFx 35.6 210.0 st3 Brm 2 c 2382 0 122 0.106 8.0 Ox 0 VIFx 43.2 150.0 st2 Dining C 347 0 18 0.085 4.0 OX 0 VIFX 30.2 210.0 st3 Kitch c 3373 0 173 0.123 8.0 Oxo VIFx 15.7 150.0 st1 Laund c 865 0 44 0.081 6.0 Ox 0 VIFx 40.5 210.0 st3 Living c 3851 0 198 0.109 9.0 OX 0 VIFX 37.5 150.0 st2 MBT c 53 0 3 0.085 4.0 Ox 0 VIFx 30.6 210.0 st3 Mas Bath c 975 0 50 0.086 6.0 Ox 0 VIFX 27.5 210.0 st3 Mas Brm c 3274 0 168 0.084 9.0 Ox 0 VIFX 31.7 210.0 st3 Mas Brm-A c 3274 0 168 0.085 9.0 OX 0 VIFX 28.7 210.0 st3 Mas wic c 185 0 10 0.087 4.0 OX 0 VIFX 25.7 210.0 st3 Nook c 1446 0 74 0.122 6.0 Ox 0 VIFx 17.8 150.0 SO Office C 1688 0 87 0.107 7.0 1 Ox 0 VIFx 41.3 150.0 st2 • i o M. ! Trunk �?K Veloc Diam H x W Duct Name Type (fpm) (in) (in) Material Trunk st3 Peak AVF 436 14.0 0 x 0 VinlFlx st1 st1 Peak AVF 511 16.0 0 x 0 VinlFlx st2 Peak AVF 518 12.0 0 x 0 VinlFlx 2013-Oct-31 12:01:46 + wri htsoft' Page 1 9 Right-Suile®Universal 2013 13.0.07 RSU16792 AC01 G:\AFD-Centra1\YAH2O43 Foster Remodel.rup Calc=MJ8 Front Door faces: E Return Branch Detail Table Grill Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb4 Oxo 0 122 118.7 0.089 350 8.0 Ox 0 VIFx rt1 rb3 Ox 0Lo 87 108.0 0.098 324 7.0 Ox 0 VIFx rt1rb2 Ox 0 443 103.2 0.103 564 12.0 Ox 0VIFx rt1 rbi Ox 0 469 130.2 0.081 438 14.0 Ox 0 VIFx rt1 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 0 1120 0.081 634 18.0 0 x 0 VinlFlx 2013-0ct-31 12:01:46 wrightSOft Right-Suite®Universal 2013 13.0.07 RSU16792 Page 2 ACCK G:\AFD-Central\YAH2O43 Foster Remodel.rup Calc=MJB Front Door faces: E ppriGE 080ka�ti H?�liCB 678DR�bM t�x'P G A Ll 18 12X12 �2x�2 �x8 lwl IW2 I?xFL �' e _ O l oxro 12X i2 03 I I0 _ LVUA PA-PH igti8 r--tr--� WN I � YOUNG AMERICAN HOMES FOSTER REMODEL a�w�a�s W IT JULIUS LEE PE. EILCk E COP Y 4 C c.f E aE RE: 522700 - 1109 coA#tAL BAY 131-A 09 BOYNTOk BEACH, FL 33435 Site Information: Ln Project Customer: Young American Homes Project Name: 522700 Model: Foster Res Lot/Block: Subdivision: Address: 1660 Sea Oats Drive City: Duval State: Florida IV'10 r Name Address and License#of Structural Engineer of Record, if there is ,16!the building. Name: Paine, Lawrence A., PE License#: 21475 Q 0el Address: 319 Oglethorpe Blvd. 2'C E C'T , C', L I City: St.Augustine State: Florida General Truss Engineering Criteria&Design Loads (Individual Truss Design Drawings Show Speqial Loading Conditions): Design Code: FBC2010/TP12007 Design Program: MiTek 20/2%M3 Wind Code: ASCE 7-10 Wind Speed: 130 mph Floor Load: N/A psf a,"W C, 0 Roof Load: 32.0 psf CL This package includes 37 individual, dated Truss Design Drawings and 0 Additional bjawings� �- U With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer antl this in she conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. This document processed per section 16G15-23.003 of the Florida Board of Professionals Rules In the event of changes from Builder or E.O.R. additional coversheets and drawings may accompany this coversheet.The latest approval dates supersede and replace the previous drawings. Seal# Truss Name Date I No. Seal# 'Truss Name Date T06 ill/5/013 CJ01 11/5/013 118 117459685 1 .......................... 1..—.._...._...... .......... 2 :17459669 CJ02 119 '17459686 T07 111/5/013 P17459670..—.. �CJ03 1.1../5-/0..1...3...120 1..749687.... �T08 .............. 11/5/013...... 4 .17459671 J1i5kQ13121 . . . 1 T09 11/5/0131 5..__........_:_17459672._.:CJ05 11/5/013 122 T10 _1/W013 T11 11/5/0131 16 17459673 ICJ06 .11/5/013 123 ................. ...................................... ............. .................. .................. ............- 17 17459674 ;EJ01 111/5/013 124 17459691 T12 11/5/013 ' 8 17459675 iEJ02 .11/5/013 125 .17459692 T13 9 17459676 1EJ03 111/5/013 126 17459693 T14 111/5/0131 T16 111/5/013 1 10 17459677 �HJ01 11/5/013 -- .............. ..... ..... .......I.................. ..................... 11 17459678 �HJ02 :11/5/013 128 117459695 T17 11/5/013 112 17459679 HJ03 111/5/013129 117459696 T18 111/5/013 17459680 T01 13 130 117459697 T19 111/5/013 111 -..........--...................... ........................... 14 . I........I --I .17459698 T20 111/5/013 17459681 11/5/013 131 .15 17459682 T03 11/8/Q1.3 117459699 .................................. iLl 6 17459683 704 11/5/013 133 117459700 1T22 11/5/013 11/5/013 111/5/013 134 59701 17 17459684 iV4 �T23 .............................- ......................................... ........................................ The truss drawing(s)referenced above have been prepared by MiTek S Industries, Inc.under my direct supervision based on the parameters <1 provided by Builders FirstSource(Jax). Truss Design Engineer's Name: Julius Lee 3 869 My license renewal date for the state of Florida is February 28,2015. NOTE:The seal on these drawings indicate acceptance of -ST professional engineering responsibility solely for the truss ATE OF " % components shown. The suitability and use of this component LO....•........ \1 for any particular building is the responsibility of the building ///'ONA\- designer, per ANSI/TPl-1 Chapter 2. /I/I I I I 11 46vember 5,2013 1 of 4 Julius Lee ------------------J Job♦ Truss Truss Type QN Ply 7459668 522700 CJ01 Jadk-0pen Truss 12 1 Job Reference o tional - Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc.Tue Nov 05 09:31:05 2013 Page 1 ID:8AE000ZBkJWdTMJAgwdZWyPYu_WjkhEZE7M6Q3OtULuvlggcVgGoxvftNBnnzqaByMGv _2.0..0 1-M 2-0-0 1-M sa.-rs.e s 4 z 600 r at tt 1 aN= 1 Plate Offsets X Y: (2:0-44.0-041 LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/defl Idd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.35 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) -0.00 2 >999 180 BOLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 3 n/a n1a BCDL 5.0 Code FBC2010/TP12007 (Matrix) Weight:7 l FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek rewmmends that Stabilizers and required cross bracing be installed dudn truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=226/0-3-8 (min.0-1-8),5=5/Mechanical,3=-88/Mechanical Max Harz 2=68(LC 12) Max Uplift2=-182(LC 12),3=-109(LC 2) \\`1`\1 I (1)l l l Max Grav 2=276(LC 2),5=14(LC 3),3=75(LC 12) S. S'•-` <///// FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. � �J . �CENSF •�� NOTES (7.9) \ _ 1)Wind:ASCE 7-10;Vult-130mph(3-second gust)Vasd=101mph;TCDL=4.2psf,BCDL=3.Opsf,h=18ft,Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)gable end zone and C-C Extenor(2)zone;C-C for members and forces&MWFRS for reactions shown,Lumber DOL=1.60 plate grip I 34869 •• DOL=1.60 — [ 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for alive load of 20.0psf on the bottom chord in all areas where a rectangle 3-641 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. (v 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 182 Ib uplift at joint 2 and 109 lb uplift at joint 3. \ 6)"Semi-rigid pitchbreaks includingSTATE OF heels"Member end fixity model was used in the analysis and design of this truss. •••, 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the s'•.•F(ORIO F` •'• �� responsibility of the building designer per ANSI TPI 1 as referenced by the building code. '•• •• 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. / 9)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 ////'f O N(A1-� LOAD CASE(S)Standard November 5,2012 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIL 7473 BEFORE USE. Design valid for use only with M1ek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown a for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/rPll Quaflty Criteria,DSB-89 and BCSII Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. JOI3. Truss Truss Type Oty Ply 17459670 522700 CJ03 Jack-Open Truss 10 1 Job Reference o tionai • Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc.Tue Nov 05 09:31:07 2013 Page 1 ID:BAE000ZBkJWdTWuJAgwdZWyPYu_S6sSfFFOukgnGBej?KKIm1aADca97ntUE4SxflyMGv 2-0-0 5-0-0 2-0-0 5.0.0 sa.•iao� 3 em u 8 r � Tr z 61 0-T-2 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) -0.03 2-1 -999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.21 Vert(TL) -0.06 2-4 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 Na Na BCDL 5.0 Code FBC201D/TP12D07 (Matrix) Weight:19 Ib FT=20 LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed durin truss erection in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 3=83IMechanical,2=249/0-3-8(min.0-1-8),4=24/Mechanical Max Harz 2=163(LC 12) Max Uplift3=-107(LC 12),2=-145(LC 12) 'i. Max Grav 3=102(LC 2),2--30D(LC 2),4=72(LC 3) )Ci( (j(/// FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shaken. \��\�\v v , •K / ///// NOTES (7-9) �J.•'• �GENSE•'`��` �� 1)Wnd:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph,TCDL=4.2psf,BCDL=3.Opsf,h=18ft;Cat.11,Exp C;End.,GCpi=0.18;MWFRS (envelope)gable end zone and C-C Extenor(2)zone;C-C for members and forces&M WFRS for reactions shown;Lumber DOL=1.60 plate grip �. DOL=1.60 34869 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. _ 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the _ = bottom chord and any other members. _ 4)All bearings are assumed to be SP No.2 crushing rapacity of 565 psi. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 107 Ib uplift at joint 3 and 145 Ib uplift at joint 2. STATE OF /,,` 6)"Semi-rigid pitchbreaks including `c.I heels"Member end fixity model was used in the analysis and design of this truss. �' 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the ••• ��\ responsibility of the building designer per ANSI TPI 1 as referenced by the building code. ••• F�OR(p P .•• �i \ 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPI B. '•...•..• \\ 9)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 /// 'N A,y LOAD CASE(S)Standard OJ November 5,201 WARNING-9erijy design parameters acrd READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIT 7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component B 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 Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.Fa general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,deivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and SCSII Buildng Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onotrio Drive,Madison,WI 53719. Jot. FCJ.1 Truss Type Qy Ply 17459672 522700 Jack-0pen Truss 2 1 Job Reference(optional) Builders FirstSouroe, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Nov 05 09:31:09 2013 Page 1 ID:8AEOUOZBkJWdTWUJAqwdZV,)ePYu_-OU_C4xHeQLwUVUo67INmrSfWnPlvbgMnhOx2jvyMGvC -2-0-0 3-0-0 2-0.0 3-0-0 saY.1152 0 OW F2_ 4 zr at ae; sm FT 1 I LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.07 Vert(TL) -0.01 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hort(TL) -0.00 3 Na Na BCDL 5.0 Code FBC2010/rP12007 (Matrix) Weight:13 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed Burin Wss erection in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 3=23/Mechanical,2=211/0-3-8 (min.0-1-8),4=14/Mechanical Max Horz2=115(LC 12) Max Uplift3=-41(LC 12),2=-137(LC 12) Max Grav 3=28(LC 21),2=256(LC 2),4=42(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES (8-10) \ �V \GENSF••`•`� i 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf,BCDL=3.Dpsf;h=18ft,Cat.ll;Exp C,Enc.,GCpi=0.18;MWFRS (envelope)gable end zone and C-C Extenor(2)zone;C-C for members and forces&M WFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 _ * 34869 2)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. _ 3)'This truss has been designed for a live load of 20.Dpsf 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. IL 4)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 5)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. •;�/I,` 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 41 Ib uplift at joint 3 and 137 Ib uplift at joint 2. STATE OF `V 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the '•.•FL ORi4 P••'��`�� responsibility of the building designer per ANSI TPI 1 as referenced by the building code. ' 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIE. 10)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 / O A\- LOAD CASE(S)Standard November 5,201 WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MH-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members any. Additional temporary bracing to insure stability during construction is the responsibility of the Julius Lee PE. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII QuaBy Criteria,DSB-89 and BCS11 Building Component Boynton Beach,FL 33435 so"Information available from Truss Plate Institute,563 D'Onofrio Drive,Madison,WI 53719. Job- =EJ01 Truss Type Ofy Ply 17459674 522700 Jack-Partial Truss 24 1 Job Referen=.. • Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Nov 05 09:31:12 2013 Page 1 ID:8AE000ZBkJWdTWuJAgwdZWyPYu_p3fLiyJVVjG13MyXhotwTT4H 6DOMAjJEyMGtU i 2-0-0 3-7-8 7-0-0 2-0-0 3-7-8 3-4$ sur.tai s e.m T1 2 81 1 �_ Plate Offsets X Y: 2:Ob-0 0-0-10 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) -OD6 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.27 Vert(TL) -0.11 4-7 >741 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TQ -0.00 3 n/a rVa BCDL 5.0 Code FBC2010/TPI2007 (Matrix-M) Weight:26 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and required cross bracing be installed durin truss erection,in accordan with bilizer I nstallation guide. 'REACTIONS (Ib/size) 3=113/Mechanical,2=321/0-3-8 (min.0-1-8),4=32/Mechanical Max Harz 2=145(LC 12) Max Uplift3=-86(1_C 12),2=-98(LC 12) Max Grav 3=139(LC 2),2=384(LC 2),4=79(LC 3) \\\�IV 0—,CJ' S•1i. //// FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. \ \ •• \CiENS' ••�� i TOP CHORD 2-3=-856/512 BOT CHORD 2-0=-1022/1302 NOTES (7-9) * 34869 1)VVlnd:ASCE 7-10;Vult--130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf,BCDL=3.Opsf;h=18ft,Cat.II;Exp C,End.,GCpi=0.18;MWFRS _ tt (envelope)and C-C Exterior(2)zone;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 _ .D !\ 2)This truss has been designed for a 10.0 psf bottom chord live load rwnconcurrent with any other live loads. 3)*This truss has been designed for alive load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the i bottom chord and any other members. ((� 4)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. STATE OF 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 86 Ib uplift at joint 3 and 98 lb uplift at joint 2. 6)"Semi-rigid pftchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. •••.FL ORID P .•• �i`\� 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the •(1 •••,,,,.•• _�`v responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. //y O NAL \\ 9)Truss Design Engineer Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard November 5,201 WARNING-Verify design parameters and READ NOTES ON TINS AND INCLUDED MITER REFERENCE PAGE MD 7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members any. Additional temporary bracing to insure stability during construction is the responsibility of the Julius Lee PE. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1PI1 Quality Criteria,DSB-89 and BCSII Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onotrio Drive,Madison,W 153719. Jobs Truss Truss Type Qty Ply 7459676 522700 EJ03 Jack-Partial Truss 7 1 Job Reference o fional • Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Nov 05 09:31:13 2013 Page 1 ID:8AE000ZBkJWdTWuJAgwdZWyPYu=HGDjvIK8UaRw_65tMbRi?Ig8Q1abXUMNcOvFrhyMGu 2-0-0 7-0-0 2-0-0 7-M a em r R h T1 et I I 1 z LOADING(psf) SPACING 2-" CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.59 Vert(LL) 0.16 4-7 >512 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.40 Vert(TL) -0.18 4-7 >475 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 3 We Na BCDL 5.0 Code FBC2010rrP12007 (Matrix-M) Weight:26 Ib FT=20 LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 640-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Mitek recommends that Stabilizers and required cross bracing be installed Burin truss erection in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 3=121/Mechanical,2=301/0-3-8 (min.0-1-8),4--43/Mechanical Max Harz 2=145(LC 12) Max Uplif13=-89(LC 12),2=-87(LC 12) Max Grav 3=147(LC 2),2=361(LC 2),4=88(LC 3) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-844/520 \\ `_`�!,• `CENSE •C••`•(�� / BOT CHORD 2-4=4385/1146 .7V NOTES (8-10) 1)Wend:ASCE 7-10;Vult--130mph(3-second gust)Vasd=101mph,TCDL=4.2psf;BCDL=3.Opsf;h=18ft,Cat.II;Exp C,End.,GCpi=0.18;MWFRS 34869 (envelope)and C-C Exterior(2)zone;C-C for members and forces 8 MWFRS for reactions shown,Lumber DOL=1.60 plate grip DOL=1.60 _ t 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 380 tall by 2-0-0 wide will fit between the bottom chord and any other members. r 4)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. (v` 5)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capactty of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 89 Ib uplift at joint 3 and 87 Ib uplift at joint 2. �• •••, STATE OF '•��\ 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ••••FL ORID P •• �� 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. s per SPIB. 9)Note: Trruss(sually Design Engineer lumber PE:Florida P.E.Licengnation SP,represents se No.34869:Addrlumber design ess:s1a109 Coastal Bay Blvd.Boynton Beach,FL 33435 ////O N(W \\�\ LOAD CASE(S)Standard November 5,201 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIT 7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the Julius Lee PE. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consull ANSI/TPII Quality CrIteda,DSB-89 and BCSII Building Component Boynton Beach,FL 33435 Safety IMarmallon available from Truss Plate Institute,583 D'Onotho Drive,Madison,WI 53719. Job Truss Truss Type Db Ply 17459678 _7 522700 HJ02 Diagonal Hip Girder 1 1 Job Reference(optional) • Builders FirstSouroe, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc.Tue Nov 05 09:31:15 2013 Page 1 ID:8AE000ZBkJWdTWuJAgwdZWyPYu_DeLTK_LPOBheDPFGTOTA4jvVBgIQ?Orf4KOMwZyMGu 2-9-15 6-10-12 SUM•1:faA 9 0 424 e rr z ei » 4 Plate Offsets X Y: 2:0-1-0 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert(LL) -0.06 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.31 Vert(TL) -0.09 4-7 >911 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TQ 0.00 2 Na Na BCDL 5.0 Code FBC2010/TPI2007 (Matrix-M) Weight:26 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed ,.ringtruss erection in accordance with bilizer In tallabon guide. REACTIONS (Ib/size) 3=84/Mechanical,2=256/0-4-15 (min.0-1-8),4=29/Mechanical Max Harz 2=183(LC 4) Max Uplift3=-105(LC 8),2=-205(LC 4) Max Grav3=104(LC 2),2=323(LC 2),4=82(LC 3) \\\``,`CJ' // FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. ., TOPCHORD 2-8=-479(321 \ `�•••• C'ENS`� •••� i BOT CHORD 2-10=-364/459 7 i NOTES (9-11) 34869 1)Wind:ASCE 7-10,Vult--130mph(3-second gust)Vasd=101 mph,TCDL=4.2psf;BCDL=3.Opsf,h=1I ft;Cat.11,Exp C;End.,GCpi=0.18;MWFRS _ t (envelope)gable end zone;Lumber DOL=1.60 plate grip DOL=1.60 _ _ 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. _ 3)*This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-"tall by 2.0-0 wide will fit between the bottom chord and any other members. ((f 4)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. STATE OF 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 105 Ib uplift at joint 3 and 205 Ib uplift at joint 2. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ••,•F[�R�O P•.,�r•„�\\ 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)52 Ib down and 78 Ib up at 1-5-12,52 Ib down and ••.,,,,.• / \ 78 Ib up at 1-5-12,and 1 Ib down and 40 Ib up at 4-3-11,and 1 Ib down and 40 Ib up at 4-3-11 on top chord,and 16 lb up at 1-5-12,16 Ib up at 1-5-12, • and 12 Ib down and 2 Ib up at 4-3-11,and 12 Ib down and 2 Ib up at 4-3-11 on bottom chord. The tlesigNselection of such connection device(s)is the // /ON A\+ V\\ responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 10)Note:Visually graded lumber designation SP,represents nese lumber design values as per SPIB. 11)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-44,4-5=-10 Concentrated Loads(lb) Vert:8=81(F=41,B=41)9=42(F=21,B=21)10=10(F=5,B=5)ll=-8(F=4,B=-4) November 5,201 WARNING-Verijg design parameters and READ NOTES ON THIS AND INCLUDED KITEK REFERENCE PAGE MR 7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Julius Lee PE. is for lateral support of individual web members only.Addifonol temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSIITP11 Quality Crteda,DSB-89 and BCSII Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job Truss Truss TypeQy Py 17459679 • 522700 HJ03 Diagonal Hip Girder 1 1 Job Reference(optional) • Builders FirstSouroe, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Nov 05 09:31:16 2013 Page 2 ID:8AE000ZBkJWdTWuJAgwdZWyPYu_hrvsYKMInVpVrZgS1j?PdwSdsEUXknepl_8wS?yMGu LOAD CASE(S)Standard Concentrated Loads(lb) Vert:8=42(F=21,B=21)9=-78(F=39,B=-39)10=61(F=30,B=30)11=3(F=-4,B=-4)12=-28(F=-14,B=-14) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MD 7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for k:iteral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consull ANSI/TPll Quality Criteria,DSB-89 and BCSII Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job+ Truss Truss Type Q11Y %Y 17459680 522700 T01 Hip Truss 1 1 Job Reference o tional Builders FirstSource, Jad(sonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Nov 05 09:31:18 2013 Page 2 ID:8AE000ZBkJWdTWUJAgwdZWyPYu -dD1cy?OHI63D4t_g881ULXv82D3Chy6mldOWuyMG LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-44,3-5=-44,5-7=-04,2.6=-10 Concentrated Loads(lb) Vert:3=-69(F)5=-143(F)11=-182(F)10=-22(F)4=-69(F)8=-182(F)12=-69(F)13=-69(F)14=-69(F)15=-69(F)16=-22(F)17=-22(F)1B=-22(F)19=-22(F) WARNING-ver(fy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MU 7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPll QuaBy Criteria,DSB-89 and BCSII Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job- Truss Truss Type Qty Ply 17459682 • 522700 T03 Hip Truss 1 1 Job Reference(optional) • Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc.Tue Nov 05 09:31:20 2013 Page 1 ID:8AE000ZBkJWdTWuJAgwdZWyPYu=ac8MNhPX4dwJA8DGZ3LnmcMQrs7gbcPDc67bnyMGu 2-0-0 5-9-0 5-2-12 2fi-0 5-2-12 5-9-0 2-0-0 Solo.tr4'�1' 4 5 6.60+3 N4 >"7 i T1 n 2 µ �1 n ,° + ye=s.e we= as 11-0-0 13-6-0 241'-0 11-M 2-6-0 11-0-0 Plate Offsets X Y: [2:0-2-10,0-1-81.15:0-6-0,0-2-81,E:0-2-10,0-1-81 LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) -0.39 7-9 >736 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.86 Vert(TL) -0.71 7-9 >409 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.29 Horz(TL) 0.05 7 rVa Na BCDL 5.0 Code FBC2010/TP12007 (Matrix) Weight:126 It, FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4$E oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-15 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed durin Voss erection in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=751/0-3-8 (min.0-1-8),7=751/0-3-8 (min.0-1-8) Max Harz 2=-89(LC 10) Max Upltit2=-224(LC 12),7=-224(LC 13) Max Grav2=894(LC 2),7=894(LC 2) \\�� '`S jf lJ I`• FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. `J .• EN—S, •`.�� j TOP CHORD 2-3=-1418/821,3-0=-1075/629,4-5=-930/622,5-6=-1074/629,6-7=-1418/821 BOT CHORD 2-11=-569/1195,10-11=-277/860,9-10=-277/860,7-9=-596/1207 \ i WEBS 3-11=-397/362,4-11=-121/264,5-9=-129/264,6-9=-398/363 f 34869 NOTES (9.11) —_ t 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=18ft;Cat.II;Exp C;Encl.,GCpi=0.18,MWFRS (envelope)and C-C Exterior(2)zone,C-C for members and forces&M WFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 T i N 3)Provide adequate drainage to prevent water ponding. z 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. STATE OF 5)'This truss has been designed for a live load of 20.Dpsf 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 '•.FL GRID P 6)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. / (1 '•••••••' \� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 224 Ib uplift at joint 2 and 224 Ib uplift at joint 7. // v j , \� truss. 9)This mmanlufactu�d product breaks is designed ding heels" as aninividuend al building model component n he suianalysis tability and use of thiscomponentfor any particular building is the '/ O N(A; responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 10)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 11)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard November 5,201 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIL 7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Julius Lee PE. is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSII Sullding Component Baynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onotrio Drive,Madison,WI 53719. Job Truss Truss Type Qty Ply 17459684 522700 T05 Comnan Truss 4 1 Job Reference(optional) Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc.Tue Nov 05 09:31:24 2013 Page 1 ID:BAE000ZBkJWdTWuJAgwdZWyPYu_SNOtD3S2uypMooR VP8Hycn2HSHOc04 8E4LkYyMGu r -2-0-0 6412 12-3-0 18-1-4 247-0 2-0-0 6412 5-1 GA 5-10-4 6412 sa.=roe as= s aN o a 4 m O as li s s 0.a1 13 n I z n oz m n u s s 3.5 1 71N= 3vd= ]b= >8= 842 16-1-14 24-6-0 B-4-2 7-9-11 8-4-2 LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) -0.15 8-10 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.58 Vert(TL) -0.28 7-8 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.32 Horz(TQ 0.05 7 rVa n/a BCDL 5.0 Code FBC2010/TP12007 (Matrix) Weight:112 It, FT=20 LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-1-11 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed Burin truss erection in accordance with Stabilizer Installation quide. REACTIONS (Ib/size) 7=693JMechanical,2=800/0-3-8 (min.0-1-8) Max Harz 2=103(LC 16) Max Uplifl7=-188(LC 13),2=-232(LC 12) Max Gray 7=772(LC 2),2=902(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ��` S. S• \• ` /�/� TOP CHORD 2-3=-1544/824,3-4=-1386f794,4-5=-1320/814,5-0=-1405/836,6-7=-1555/849 ` BOT CHORD 2-10=-638/1300,10-11=-311/840,11-12=-311/840,9-12=-311/840,8-9=-311/840,7-8=-670/1330 \\ ,v • 1GENSF•• i WEBS 5-8=-310/542,6-8=-375/361,5-10=-276/511,3-10=-349/334 i r NOTES (8-11) * 34869 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.Dpsf,h=18ft,Cat.Il;Exp C,End.,GCpi=0.18;MWFRS (envelope)and C-C Extenor(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �.. 4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-66-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=5.Opsf. STATE OF W 5)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. •••, 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 188 Ib uplift at joint 7 and 232 Ib uplift at joint 2. '•, FLORID F+. ,•• ('nom\� V✓ 7)"Semi-rigid pdchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Ss •• \ \ 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. //// /O N AL 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. / 10)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 11)Use Simpson HTU26 to attach Truss to Carrying member LOAD CASE(S)Standard November 5,201 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIL 7473 BEFORE USE. Design valid for use only with MlTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the Julius Lee PE. erector. Additional permanent bracing of the overall structure is the responsibility,of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/TPII Quality CrBeda,DSB-89 and BCSII Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive.Madison,WI 53719. Jotr Truss 7.--Type 4ty Ply17459685 522700 TO6 IAL TRUSS 1 3 Job Reference o tional • Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc.Tue Nov 05 09:31:26 2013 Page 2 ID:8AE000ZBkJVNdTWuJAgwdZWyPYu=OmWeelUIOZ3425bNcgA111sKLGy04AoHcYZRpOyMGu NOTES (15-17) 11)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2870 Ib uplift at joint 11 and 2112 Ib uplift at joint 2. 13)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2111 Ib down and 813 Ib up at 7-1-9,1140 lb down and 357 Ib up at 9-0-12,1140 Ib down and 355 Ib up at 11-0-12,1140th down and 243 Ib up at 13-0-12,1140 Ib down and 222 Ib up at 15-0-12,1140 Ib down and 288 It,up at 17-0-12,1142 Ib down and 291 Ib up at 19-0-12,1142 Ib down and 291 Ib up at 21-0-12,1142 It,down and 291 Ib up at 23-0-12,1448 Ib down and 510 Ib up at 24-6-12,1142 It,down and 291 Ib up at 25-0-12,and 1142 Ib down and 291 Ib up at 26-0-12,and 1142 Ib down and 291 Ib up at 28-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 15)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 16)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 17)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Urllform Loads(plf) Vert:1-6=-44,6-8=-44,8-9=-04,9-11=-04,2-11=-10 Concentrated Loads(lb) Vert:17=-1781(B)13=-1056(B)19=-960(B)20=-1100(B)21=-1070(B)22=-1049(8)23=-1096(8)24=-1056(B)25=-1056(B)26=-1286(F)27=-1056(B)28=-1056(6)29=-1056(B) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIL 7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Julius Lee PE. is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Qualify Criteria,DSB-89 and BCSII Bullding Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onotrio Drive,Madison,WI 53719. Job Truss Truss Type Qty Ply 17459687 • r�700 T08 HALF HIP TRUSS 1 2 Job Reference o!tonal Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,�nncTl. ue Nov 05 09:31:30 2013 Page 1 ID:8AE000ZBkJWdTMJAgwdZWyPYu=HXI8U6XpUoaVAMv8rfFhBtl3jtJ?OOCtW9XfyCyMGuh 2-0-0 7-0-0 511-7 59-11 5911 5-9-11 511-7 soM�1.052 -4 34 _ s e s am in 1 9i5= 16 2815 14 30 91 13 91 39 13 N 35 N 11 91 90 9D to L4 I I U4= 9 4= g4= 9[e= N4 It 7-M 12-11-7 18-9-2 24-6-14 30.4-9 36-4-0 7-0-0 511-7 59-11 5-9-11 59-11 5-11-7 Plate Offsets KY):: 3:0-6-0 0-2-8 � LOADING(psf) SPACING 2-M CSI DEFL in (loc) Wall Ud PLATES GRIP ' TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) -0.27 13 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0.52 1314 >830 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.66 Horz(TL) 0.13 10 Na Na BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight:379 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-12 oc purlins, except end BOT CHORD 2x4 SP No.2 verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-11-2 oc bracing. REACTIONS (Ib/size) 10=1791/Mechanical,2=1776/0-3-8 (min.0-1-6) Max Horz 2=147(LC 8) Max UpiM 10=-603(LC 5),2=-726(LC 8) Max Grav 10=2121(LC 2),2=2105(LC 2) \\\\ J C S `\ . (r FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. -`� • ..�� // TOP CHORD 2-3---3940/1454,3-17=-5064/1945,17-18=-5064/1945.4-18=-5064/1945,4-19=-5479/2089, `V \CENSE • , / 19-20=-5479/2089,520=-5479/2089,5-6=-4792/1822,6-21=-4792/1822,7-21=-4792/1822, •7 i 7-22=-3013/1143,22-23=-3013/1143,2324=-3013/1143,8-24=-301311143,8-25=-3013/1143, ` �_ 2526=-3013/1143,26-27=-3013/1143,9-27=-3013/1143,9-10=-2059/826 — 34869 �_ BOT CHORD 2-16=-1323/3422,16-28=-132613434,28-29=-1326/3434,15-29=-1326/3434,14-15=-1326/3434, 14-30=194515064,30-31=-1945/5064,13-31=-194515064,1332=-2089/5479,3233=-2089/5479, 12-33---2089/5479,12-34=-1822/4792,34-35=-1822/4792,35-36=-1822/4792,11-36=-1822/4792 WEBS 3-16=-61/510,3-14=-762/1897,4-14=-848/454,4-13=-187/486,512=-805/313,7-12=-1011617, 7-11=-2086!796,8-11=-604/351,9-11=-132113482 NOTES (11-14) STATE OF 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: -(�•••,FL ORID P'.•'• �`�� Top chords connected as follows:2x4-1 row at 0-9-0 oc. v '•..... Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. A 2)AlllAbs connected as follows:2x4-1 row at 0-9-0 oc.ll are considered equally applied to all plies,except K noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections 'O�("'11111110 \\\\\\\ have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10.Vult=130mph(3-second gust)Vasd=101 mph,TCDL=4.2psf,BCDL=3.Opsf,h=1Bit,Cat.11;Exp C,Enc.,GCpi=0.1B.MWFRS (envelope),Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 803 Ib uplift at joint 10 and 726 Ib uplift at joint 2. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Cont nued on page 2 November 5,201 WARNING-Verify design parameters and READ NOTES ON TRIS AND INCLUDED MITEK REFERENCE PAGE MH 7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Julius Lee PE. is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/7PI1 Quality Crtieria,DSB-89 and BCS11 Building Component Boynton Beach,FL 33435 Salify Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job' Truss Truss Type �Qty FNy 17459688 522700 T09 Hag Hip Truss 1 1 Job Reference(optional Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc.Tue Nov 05 09:31:32 2013 Page 1 ID:8AE000ZBkJWdTWuJAgwdZWyPYu_DwtVUDY3?PgEmO2Xz4H9H160ohz6Ut_A TOmO4yMG 49-0 9-0-0 15-9-2 22-6-0 29-3E 36-0-0 49-0 4-2-12 6-9-2 6 9-2 6 9-2 7-0-10 se= _ 34= 2. I 5 8 7 a 8 �r 3 z 13 10 9-0-0 16.0-3 27-0-5 364-0 9-0-0 9-0-3 9-0.3 9-3-11 Plate Offsets X Y: [2:0-2-10,0-1-81,[4:0-3-0,0-2-01 LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.25 13 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.78 Vert(TQ -0.40 13-15 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.84 Horz(TL) 0.14 10 n/a Na BCDL 5.0 Code FBC2010rrP12007 (Matrix) Weight:189 Ib FT=20 LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.6-9 oc purlins, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-10 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt B-10 MiTek recommends that Stabilizers and required cross bracing be installed dune truss erection in accordance with Stabilizer Installation ouide. REACTIONS (Ib/size) 10=970/Mechanical,2=1073/0-3-8(min.0-1-9) Max Harz Max Uplift 10=8347(LC 9), 2=-291(LC 9) ,S)) Max Grav 10=1150(LC 2),2=1276(LC 2) \\�\ ��.••' ///�/ FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. EN$F '•�� i 7 TOP CHORD 2-3=-2257/1230,34=-2019/1103,45=-1801/1046,5-0=-2336/1309,6-7=-2336/1309, 7-8=-1772/969 BOT CHORD 2-15=-12582006,14-15=-1352/2347,1314=-13522347,12-13=-12712230,11-12=-1271/2230, r 34869 •• 10-11=-849/1495 _ tt WEBS 3-15=-253/248,4-15=-266/590,5-15=-068/379,7-11=-652/430,8-11=-272/625,8-10=-1761/1005 - ptyc ' NOTES (8-11) � ...... _ 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph,TCDL=4.2psf,BCDL=3.Opsf,h=1 81t.Cat.ll;Exp C,End.,GCpi=0.18,MWFRS /,, Z (envelope)and C-C Exterior(2)zone;C-C for members and forces 8 M WFRS for reactions shown,Lumber DI plate grip DOL=1.60 STATE OF W % 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads. ••,.FL�R'p P , 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3Fr0 tall by 2-0-0 wide will fit between the •.•,••,•. bottom chord and any other members. �/� •�\\� 5)All bearings are assumed to be SP No.2 crushing rapacity of 565 psi. // O N AL \\ 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 347 It,uplift at joint 10 and 291 Ib uplift at joint 2. //j 1 j((()1�\ \ 7)"Semi-rigid pitchbreaks including heels"Member and fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 10)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 11)Use Simpson HTU26 to attach Truss to Carrying member LOAD CASE(S)Standard November 5,201 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111.7473 BEFORE USE. Design valid for use any with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members any.Additional temporary bracing to insure stability during construction is the responsibility of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 109 Coastal Bay fabrication,quality control,storage,delivery.erection and bracing,consult ANSI/TPll Quality Criteria,DSI-89 and SCSI1 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job' Truss Truss Type oty PIY 17459690 522700 T11 Hip Truss 1 1 Job Reference o tional Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Nov 05 09:31:34 2013 Page 1 ID:BAE000ZBkJWdTWuJAgwdZWyPYu=91_fJUaJX14x?KCv4VJdMjBiUUhSyr9SRnVt5zyMGu ^0 6-9-4 13-0-0 185-5 23-10-11 29-4-0 3641-0 2-M 6-9-4 6-2-12 5-5-5 5-5-5 5-5-5 7-0-0 sal-teas Sve Y4 8 8 v s s 2A i 4 10 am 12 a d 17 n 2 17 t8 15 18 18 14 20 13 21 12 11 2.4 II i8— Y4 - 3.8= 6 13-0-0 21-2-0 29-0-0 36-4-0 -9-4 6-9-0 6-2-12 8-2-0 8-2-0 7-0-0 Plate Offsets X Y: 2:0-0.4 Ede 5:0-3-0 0-2-0 9:03-0 0-2-010:Ed 0-1-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.70 Vert(LL) -0.18 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.66 Vert(TL) -0.34 14-15 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.60 Horz(TL) 0.09 11 rVa Na BCDL 5.0 Code FBC2010rrP12007 (Matrix) Weight:208 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-14 oc purlins, except end BOT CHORD 2x4 SP No.2 verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-5-10 oc bracing. WEBS 1 Row at midpt 6-15,8-12 MiTek recommends that Stabilizers and required cross bracing be installed durin truss erection in accordance with Stabilizer Installation auide. REACTIONS (Ib/size) 11=1080/Mechanical,2=1152/0-3-8 (min.0-1-10) Max Harz 2=175(LC 12) Max Uplift 11=-233(LC 8),2=-290(LC 12) Max Grav 11=1150(LC 2),2=1276(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3---2424/1230,3A=-1967/1023,4-5=-1899/1045,5-6=-1728/1003,6-7=-1843/1013, 7-8=-1843/1013,8-9=-1207(121,9-10=-1384/715,10-11=-1280/690 BOT CHORD 2-17=-1161/2121,16-17=-1161/2121,15-16=-1161/2121,15-18=-88811840,18-19=-888/1840, 14-19=-886/1840,14-20=-769/1660,13-20=-789/1660,13-21=-789/1660,12-21=-789/1660 WEBS 3-15=-515/396,5-15=-232/550,6-15=-325/150,8-14=103/351,8-12=-797/401,9-12=-42/280, 10-12=-544/1211 NOTES (9-11) 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=18ft,Cat.II;Exp C,End.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone,C-C for members and faces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 35-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=5.Opsf. 6)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 233 Ib uplift at joint 11 and 290 Ib uplift at joint 2. s 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. ` ��••• \CiEN`S`F 10)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 11)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 '* 34869 LOAD CASE(S)Standard STATE OF S November 5,201 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MH 7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design poramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Julius Lee PE. is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 109 Coastal Bay fabrication,quality control,storage,delivery.erection and bracing,consult ANSI/TPIt Quality CrRerla,DSB-89 and BCSII Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onotrio Drive,Madison,WI 53719. JobTruss Truss Type OtyPly • 17459692 522700 T13 Hip Truss 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc.Tue Nov 05 09:31:37 2013 Page 1 ID:8AE000ZBkJWdTWuJAgwdZWyPYu_atgoyVcCgySWsoxUmdtKzMpFCiiV97wv7ljXhlyMGu 6-05 11-62 17-0-0 19-4 23-11$ 29-11$ _ 36-4-0 2-M 6-0-5 5-514 5-5-14 24-0 4-7$ 6-0-0 64$ saw•1 esu s 7 s4 a s 5.s 4 a d n40 �\ m 6.W r 9 2 1 17 1619 16 15 20 21 14 13 12 11 M_ .4— M— h9= 3x8— 1e= S5= h9 II 8-94 17-0-0 23-11-8 29-11$ 36-48 8-94 8-2-12 6-11-8 64$ Plate Offsets X Y: 2:0-0-4 Edgel.16:0-3-0,0-2-01,17:0-3 0-2-0 9:0-6-0 0-2$ LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) -0.19 15-17 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.34 15-17 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.92 Horz(TL) 0.08 11 Na Na BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight:226 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 34-6 oc purlins, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-3-15 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-15 MiTek recoctimmends that Stabilizers and required cross bracing be installed Burin Ms ereon in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 11=1106/Mechanical,2=1187/0-3$ (min.0-1-11) Max Harz 2=200(LC 12) Max Uplift 11=-278(LC 13),2=-314(LC 12) \\0�`+`CJ' S•f� ////, Max Gray 11=1150(LC 2),2=1276(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. Q, �J . CENSF TOP CHORD 2-3---2536/1284,3-4=-2335/1212,4-5=-2236/1223,5-6=-17371977,6-7=-1525/935, \ i 7-8=-2134/1238,8-9=-1821/1018,9-10=-1382!715,10-11=-1315!705 BOT CHORD 2-17=-1216!2226,16-17=-944/1855,16-18=-944/1855,18-19=-944/1855,15-19=-944/1855, _ 7 34869 15-20=$43/1430,20-21=$43/1430,14-21=$43/1430,13-14=-643/1430,13-22=-540/1150, ._ 12-22=540/1150 ,_ '7D � � _ WEBS 3-17=-295/289,5-17=-170/392,5-15=-596/439,6-15=-273/541,7-13=463/771,8-13=-1229(774, _ 9-13=454/916,9-12=436/292,10.12=-574/1248 NOTES (9-12) STATE OF .•••_�� 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=18ft;Cat.11,Exp C,End.,GCpi=0.18,MWFRS •'.•FLORID P.•'• j�\� (envelope)and C-C Extenor(2)zone;C-C for members and forces&M WFRS for reactions shown,Lumber DOL=1.60 plate grip DOL=1.60 •.....•• \ 3)Provide adequate drainage to prevent water ponding. 5)Thistrusslie l illI� truss has been designed for a load O d of .Opsf onthe bottom chord n all areas where arecta g -0-0 le 3-6-0 tall by 2wide will fit between the // This bottom chord and any other members,with BCDL=5.Opsf. 6)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 278 Ib uplift at joint 11 and 314 Ib uplift at joint 2. 8)"Semi-rigid pitchbraks including heels"Member end fixity model was used in the analysis and design of this truss. 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 10)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 11)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 12)Use Simpson HTU26 to attach Truss to Carrying member LOAD CASE(S)Standard November 5,201 AL WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED hIITEK REFERENCE PAGE MH 7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability,of design poramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Julius Lee PE. is for lateral support of individual web members only.Addifional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSIITP11 Quality Criteria,DSB-89 and BCSI1 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onotrio Drive,Madison,WI 53719. Job' Truss Truss Type Qty Ply 17459694 522700 T16 Hip Truss 1 1 Job Reference(optional Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc.Tue Nov 05 09:31:40 2013 Page 1 ID:8AE000ZBkJWdTWuJAgwdZWyPYu_=SMwaXf47tg5jFg3RmQ1 b_Rg6vmPMgmLgjyBlcyMGu -2-0-0 7-M 9-0-0 164-0 211 7-0-0 2-0 0 7-0-0 sar.-,:ma 4 rz rrm T3 a wl W1 Irl 5 � z � a, r e a4 II .4= y4 c 1/_ 7-0-0 9-0-0 16-0-0 7-0-0 2 0-0 7-M Plate Offsets MY):: 3:0b-0 0-2-8 5:0-1-0Ed LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.94 Vert(LL) -0.09 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.56 Vert(TL) -0.18 5-6 >999 180 BCU- 0.0 ' Rep Stress Inc, NO WB 0.15 Horz(TQ 0.04 5 Na Na BCDL 5.0 Code FBC2010/TP12007 (Matrix) Weight:69 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-11 oc bracing. WEBS 2x4 SP No.3 MiTk recommentls that Stabilizers and required cross bracing be installed dune truss rection in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 5=710/0-3-8 (min.0-1.8),2=811/0-3-8 (min.0-1-8) Max Harz 2=71(LC 12) Max Upiift5=-358(LC 9),2=-395(LC 8) Max Gray 5=838(LC 2),2=963(LC 2) \\\\��\. ` S• /�/// FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. v , TOP CHORD 2-3---1"8/639,3-4=-1252/641,4-5=-14821673 •'• 10ENS`F •.�� BOT CHORD 2-7=-537/1206,6-7=-541/1216,5-6---548/1244 i WEBS 3-7=-90585,4.6=-58/379 NOTES („_,$) _ * I 34869 1)Unbalanced roof live loads have been considered for this design. Il 2)Wind:ASCE 7-10,Vult-130mph(3-second gust)Vasd=101 mph,TCDL=4.2psf,BCDL=3.Opsf;h=18ft;Cat.ll;Exp C.Enc.,GCpi=0.18,MWFRS — 'A• _ (envelope);Lumber DOL=1.60 plate grip DOL=1.60 Z 3)Provide adequate drainage to prevent water ponding. (L` 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the STATE OF•••• ••��` bottom chord and any other members. .(�•'•.FL OR(Q P••• `� �� 6)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. v (� '•.....•• eJ 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 358 to uplift at joint 5 and 395 It,uplift at joint 2. �// v/ 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ////ON AL 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)85 Ib down and 92 Ib up at 7-0-0,and 214 Ib dawn , and 240 Ib up at 94)-0 on top chord,and 2501b down and 113 Ib up at 7-0-0,and 250 Ib down and 113 Ib up at 8-114 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 11)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 12)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIE. 13)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pli) Vert:1-3=44,34=44,45=44,2-5=-10 Concentrated Loads(lb) Vert:3=-09(B)4=-143(B)7=-182(B)6=-182(8) November 5,201 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE X777473 BEFORE USE. Design valid for use only with Mifek connectors.This design is based any upon parameters shown,and is for an individual building component. ApplicaNlity of design poramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quakily control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSII Bullding Component Boynton Beach,FL 33435 Safety Informaflon available from Truss Plate Institute,583 D'Onofrio Drive,Madison.WI 53719. 50 2. Truss Truss Type Qty PIN 17459696 522700 T18 HI P TRUSS 1 1 Job Reference(optional) • BuildersFirslSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc.Tue�Nmovnvl31:43 2013 Page 1 ID:8AE000ZBkJWdTWUJAgwdZWyPYu -0113CZhzQoCgajOe6u_kDd3Bt7hsZtonWhArvxyMGu 2-0-0 394 3-2-12 4-5-12 4-5-12 4 6 1 4-4-5 4-6-1 3-1-1 3-10-15 sw.•1:65.4 sm= U4= s a= are 4 s e 7 a o &M 12 y' L� 3 d 1 65 14 Bra=Z6 P 39 2a b 71 s = 1Z Z 5.12 13 1'+ y,.II a 1 m 1e 18 am 112- ,4 7-M ti,47{1-0 11-5-12 15-10-0 15- 1.8 20-5-9 24-9-15 29-2-8 32.5-1 364-0 7-M 4-5-12 4-44 0--8 4-6-1 4-0-5 44-9 3-2-9 3-10-15 Plate Offsets X Y: 4:0-6-0 0-2- 10:0-"0 0.2-81,[17:0-6-4,0-4-4 LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.91 VerI -0.24 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.90 Vert(TL) -0.47 14-15 >524 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.83 HOrz(TL) 0.16 12 Na Na Weight:188 Ib FT=20% BCDL 5.0 Code FBC2010/rP12007 (Matrix) LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-8 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 3-2-7 oc bracing. 132:2x4 SP fill MiTek recommends that Stabilizers and required cross bracing be installed WEBS 2x4 SP No.3*Except* dunno truss erection in accordance with tabili er Installation ouide. Wo":2x4 SP No.2 REACTIONS (Ib/size) 12=830/0-3-8 (min.0-1-8),2=320/0-3.8 (min.0-1-8),18=1904/0-3-0 (min.0-2-11) Max Hort 2=71(LC 12) Max Uplift I2=409(LC 9),2=-79(LC 8),18=-773(LC 5) `v"C `'•''• Max Grav 12=984(LC 22),2--422(LC 18),18=2254(LC 2) \ _\�. \CEN (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. S�••`� i FORCES TOP CHORD 2-3=-586/34,34=416/82,4-5=-285/382,5-Cr--775/2163,6-21=-1142/456,7-21=-1142/456, y .• 7-8=-1142/456,8-22=-1142/456,22-23=-1142/456,9-23=-1142/456,9-24=-2715/1100, 7� 34869 24-25=-2715/1100,10-25=-2716/1100,10-11=-3182/1388,11-12=-3321/1393 BOT CHORD 2-20=-20/521,19-20=-57/392,17-18=-2235/785,6-17=-1680/682,17-26=-2128/857, 26-27=2131/856,16-27=-2133/855,16-28=-1012/2715,28-29=-1012/2715,15-29=-1012/2715, 15-30=1172/2898,30-31=-1172/2898,14-31=-1172/2898,13-14=-1227/2983,12-13=-1223/2973 WEBS 4-19=-508/172,5-19=-178/478,17-19=-357/375,5-17=-1963/673,6-16=-1309/3497, W` 8-16=417/244,9-16=-1716/699,9-15=-37/339,10-15=-204/253,10-14=412/1049, STATE OF 11-14=-337/163 �(1• '•,FLORIOP ••• Qlf NOTES (12-14) �•+ '••••' 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=18ft;Cat.II;Exp C;Encl.,GCpi=0.18;MVuFRS ��S�O N A�.- \�� (envelope);Lumber DOL=1.60 plate grip DOL=1.60 // (� ►1\\\ 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 7)Bearing at joini 12 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 409 Ib uplift at joint 12,79 ib uplift at joint 2 and 773 Ib uplift at joint 18. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)Hangers)or other connection devices)shall be provided sufficient to support concentrated loads)93 Ib down and 96 Ib up at 17-34,93 Ib down and 96 Ib up at 19-34,93 to down and 96 Ib up at 21-34,93 Ib down and 96 Ib up at 23-34,93 Ib down and 96 Ib up at 25-34,and 9311 down and 96 Ib up at 27-34,and 175 to down and 232 Ib up at 294-0 on top chord,and 58 It,down at 17-34,58 Ib down at 19-34,58 Ib down at 21-34,58 Ib down at 23-34,58 Ib down at 25-34,and 58 Ib down at 27-34,and 269 Ib down and 13711 up at 29-2-8 on bottom chord. The desigNselection of such connection devices)is the responsibility of others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Continued on pal 2 November 5,201 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1dH 7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Julius Lee PE. is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/ll Quality Criteria,DSB-69 and BCSI1 Building Component Boynton Beach,FL 33435 Safety Informallon available from Truss Plate Institute,583 D'Onofrio Drive,Madison,col 53719. JoG Truss Truss Type �Ct'y Ply 17459697 ' Hip Truss 1 1 522700 T19 Job Reference(optional) • 7.350 s Sep 27--t MiTek Industries,Inc.Tue Nov 09:31:44 2013 Page 1 Builders FirstSource, Jacksonville,FI 32244 ID:8AE000ZBkJWdTWuJAgwdZWyPYu=tDbRQuibBSLXCszggcVzmgcSISlW3dlMcxkLwOROyMGu 2-M 4-9.4 4.2-12 6-11-8 56-8 5-10-0 4-1-1 4-10-15 IMA N4 sa= — 45 N4 I I SxB= 4 5 6 I 6 sm F1-2 L4= 2x4� B 3 6 3 b4= 12 se= 10 2 �1 15 14 9 W& ]ae 3.s— 3.4- me= g{7-0 15-10-0 15- 1-8 21-641 27-2-8 36-4-0 9-0-0 s-10-0 0--8 9-1-8 Plate Offsets X Y: [4,0-641,0-2-81.[8:0.6-0 0-2-8 [10:0-3-0,0-1-131 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) -0.28 10-11 >882 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.80 Vert(TL) -0.53 10.11 >458 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.67 Horz(TL) 0.06 10 Na n/a Weight:177 lb FT=20% BCDL 5.0 Code FBC2010ITP12007 (Matrix) LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-14 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 4-11-13 oc bracing. B2:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed WEBS 2x4 SP No.3 durina truss erection in accordance with Stabilizer Installation ouide. REACTIONS (lb/size) 10=526/0-3-8 (min.0-1-8),2=496/0-3-8 (min.0-1-8),14=1021/0-3-0 (min.0-1-8) Max Harz 2=83(LC 16) Max Uplift 10=-158(1-C 13),2=-177(LC 12),14=-297(LC 9) \\\ ``S S•{{ /�/ Max Grav 10=624(LC 28),2=597(LC 27),14=121O(LC 2) \`\ �V ••.,• `�. FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. \`v� \CEN SF •`� i TOP CHORD 2-3--784/512,3-4=_518/371,5-6--10961734.6-7=-1096[734,7-B -10961734,8-9=-1571/890, •� •�_ i 9-10=-204811276 = '* ••. E12/134a, BOT CHORD 2-15=-377/641,14-15=-1371384,13-14=-909/522,5-13=-873/531,11-12= 34869 10-11=1098/1832 _ WEBS 3-15=-302/272,4-15=71/320,4-14=-548/227,5-12=-644/1279,7-12=-318239,8-12=337/135, _ Cr ' 8-11=-237/535,9-11=A511460 _ NOTES (10-12) 1)Unbalanced roof live loads have been considered for this design. STATE OF 2)Wind:ASCE 7-10;Vult-130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf,h=1 Oft,Cat.Il;Exp C.End.,GCpi=0.18,MWFRS i (envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown,Lumber DOL=1.60 plate grip DOL=1.60 •,• FL OR)�P •.\• /•�` 3)Provide adequate drainage to prevent water ponding. \ �\ 4)This truss has been designed fora 10.0 psf bottom chord live load no ncortcurrent with any other live loads. S 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the // /�N A1- \\\\ bottom chord and any other members. 6)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 7)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 168 Ib uplift at joint 10,177 Ib uplift at joint 2 and 297 Ib uplift at joint 14. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 11)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIE. 12)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard November 5,201 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIT 7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Julius Lee PE. is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the 1 109 Coastal Ba erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding PL fabrication,quality control,storage,delivery,erection and bracing,consul ANSI/TPII Quality Crtleda,DSB-89 and BCSII Building Component Boynton Beach,FL 33435 Safety Infonnai available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Joti Truss Truss Type Qty Ply • 17459699 522700 T21 Hip Truss 1 TJ. eference o bona! Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 272012 Mitek Industries,Inc.Tue Nov 05 09:31:47 2013 Page 1 I D:8AEO UOZBkJ WdT WUJAgwdZWyPYu_-HoHa2wkTTOj53Ki PLk2g NTEwI k9FV iO NRJ B32iyMGu 2-0-06-9-4 1344 15-11A 2'j-4-0 29-5-1 36-0-0 r 2-0-0 6-9-4 6-2-12 2-11-8 748 51-1 6-10-15 sa.-iee.r ss= 44= 'crit= 5 6 ] us 4 u4 b4\\ e ] a 6.OD 11 4 z ws a s]_ ro N4 II 9 Z 300 L1Z � 14 15 to dA= 8-3-01510-0 15-1,1-8 23-2-8 29-5-1 36-4-0 8-3-0 7-7-0 0--8 73-0 6-2-9 6-10-15 Plate Offsets X Y: 5:0-3-0 0-2-0 [7:0-3-0,0-2g, 9:0-2-100-0-10 [11:04-0,0-0-81 LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.69 Vert(LL) 0.18 10 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.55 Vert(TL) -0.25 9-10 >976 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.66 Horz(TL) 0.03 9 n/a n1a BCDL 5.0 Code FBC20101TPI2007 (Matrix) Weight:181 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-6 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 5-6-6 oc bracing. B2:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed WEBS 2x4 SP No.3 durin cuss erection in accord ncewith Stabilizer Installation guide. REACTIONS (Ib/size) 9=537/0-3-8 (min.0-1-8),2=528/0-3-8 (min.0-1-8),13=1066/0-3-0 (min.0-1.8) Max Harz Max Uplift9=-1218MI )jj(',// 3),2=-202(LC 12),13=-208(LC 9) \\\\\'I 2(C Max Grav 9=633(LC 28),2=61 O(LC 27),13=1189(LC 2) \\\_\` 0. �-+•K ��j�i FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. \� �V�•' 'yCENS'�•••�.f� TOP CHORD 2-3=-846/573,3-0=-731/591,4-5=-059/613,5-6=-104/334,6-7=-9851736,7-8=-11421750, v \� 8-9=-2087/1301 BOT CHORD 2-14=410/678,12_1"28/429,6-12=-786/449,10-11=-1095/1838,9-10=-1096/1842 i 34869 WEBS 3-14=-394/370,514=-357/624,5-13=-411/174,6-11=444/985,B-11=-890/679 •— tt NOTES (10-12) - 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--18ft;Cat.II;Exp C,Encl.,GCpi=0.18;MWFRS r,, (envelope)and C-C Extenor(2)zone;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 '•V 3)Provide adequate drainage to prevent water podding. STATE OF 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •••,FC ORID P •• �•,\ 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 38-0 tall by 2-0-0 wide will fit between the S('� bottom chord and any other members,with BCDL=5.Opsf. . �1 6)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. ,//// /�DW-- �\\\\\ 7)Bearing at joint(s)9 considers parallel to grain value using ANSI/rPl 1 angle to grain formula. Building designer should verify capacity of bearing surface. //1111110 / \\ 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 212 Ib uplift at joint 9,202 Ib uplift at joint 2 and 208 Ib uplift ( (�I \ at joint 13. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 11)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 12)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard November 5,201 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown ,Julius Lee PE. is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consull ANSI/TPII Quality Criteria,DSB-89 and BCSII Building Component Boynton Beach,FL 33435 Solely Infonnaiton available from Truss Plate Institute,583 D'Onofrio Drive,Madison,W 153719. Job' Truss ]TmsTsype �' 174 T23 ss 1 1 522700 �JobReference(optional) Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc.Tue Nov 05 09:31:50 2013 Page 1 ID:8AE000ZBkJWdTWUJAgwdZWyPYu_hNyigymMmx5gwoR_OscN?5sUZx9hi5mp7HNjflyMGu 2-0-0 5-8-2 5-1-11 6 2-3 2-4-0 5-4-12 5-4-12 6-2-9 2-0-0 sw.•1l6S h4 u 7 e 6 N41 s 16 7 d sm 12 15 % 14 N4 12 I 1] 1 16 ]° Z] 18 3m 112 8 3-0 15-10-0 15 1 8 19 2 8 27 4-5 36-4-0 8-3-0 7-7-0 0.-8 3-3-0 B-1-13 8-11-11 Plate Offsets X Y: 2:0-2-10 0.1-8 :0-3-00-2-08:0-3-00-2-0 LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) 0.16 14-16 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.63 Vert(TL) -0.29 14-16 >858 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.56 Horz(TL) 0.03 12 Na Na Weight:196 Ib FT=20% BCDL 5.0 Code FBC2010/rP12007 (Matrix-M) LBRACING UMBER TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-13 oc purlins. BOT CHORD 2x4 SP No.2`Except' BOT CHORD Rigid ceiling directly applied or 5-4-5 oc bracing. 62:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed WEBS 2x4 SP No.3 durina truss erection in ac ordance with Stabilizer In tallation auide. REACTIONS (Ib/size) 2=53310-3-0 (min.0-1-8),12=642/0-3-8 (min.0-1-8),18=1029/0-3-0(min.0-1-8) Max Harz 2=129(1-C 11) Max Uplift2=-210(LC 12),12=-293(LC 13),18=-189(LC 12) \\\ ``C S•(� /// Max Grav 2=620(LC 27),12=766(LC 28),18=1172(LC 2) \ "V •,..•,•(` / X'' FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when sham. J • \GENSF•��`[`�/i TOP CHORD 2-3=-8941770,313=-707/697,4-5=-046/707,5E=-154/482,6-7=-186/574,7-8=-500/584, '• ••• i B-9=-601/590,9-10=-164211193,10.11=-1694/1182,11-12=-2106/1461 * •'•• BOT CHORD 2-19=-510/727,19-26=-241/351,26-27=-241/351,18-27=-241/351,17-18=-810226, _\ . 34869 6-17=-282/250,15-16=-071/1194,14-15=-678/1181,12-14=-1196/1890 WEBS 3-19=-302283,5-19=-174/393,5-18=-539/390,7-17=-575/0,7-16=-254/625,9-16=-802/619, _ •\ �y 9-14=-218/493,11-14=-4221393 I/L��L�� NOTES (10.12) �W- 1)Unbalanced roof live loads have been considered for this design. STATE OF 2)Wind:ASCE 7-10,Vult--130mph(3-second gust)Vasd=101mph,TCDL=4.2psf,BCDL=3.Opsf,h=18ft,Cat.II;Exp C;End.,GCpi=0.18;MWFRS i (envelope)and C-C Exterior(2)zone;C-C for members and forces 8.MWFRS for reactions shown,Lumber DOL=1.60 plate grip DOL=1.60 S'•.•FL ORID P`.•'� 3)Provide adequate drainage to prevent water ponding. '••••' \ 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ////S/O N A\- 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the \ bottom chord and any other members,with BCDL=5.Opsf. 6)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 7)Bearing at joint(s)12 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 210 to uplift at joint 2,293 Ib uplift at joint 12 and 189 Ib uplift at joint 1B. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. particular building is the 10)This manufactured product is designed as an individual building component. The suitability and use of this component for any pa n9 responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 11)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIE. 12)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard November 5,201 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE ADI 7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Julius Lee PE. is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the 1109 Coastal Bay erector.Additional permanent tracing of the overall structure is the responsibility of the building designer.For general guidance re�gardin Boynton Beach,FL 33435 fabrication,quality control,storage,delivery,erection and bracing,consu8 ANSI/TPll Quality CrBeda,DSB-89 and BCSII Buildin Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job' Truss Truss Type �y 17459703 i Common Truss 1 1 522700 T25 Job Reference o tional Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Tus Nov 05 09:31:52 2013 Page 1 ID:8AE000ZBkJWdTWUJAgwdZWyPYu_em4T5eoclZLO95aN8Her4Wxsslz7A7F6absgjwyMGu 2-0-0 4-0-0 4-M 2-0-0 sa.•tm2 4.5= 3 6W 12 Wt T1 T1 4 2 e� B1 `]'ll &h4 II S 14= 5,4= 4-0-0 8-0-0 4-0-0 44)-0 LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/def! Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) 0.02 4.6 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.12 Vert(TL) 0.02 4-6 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.05 Horz(TL) -0.00 4 Na Na Weight:35 Ib FT=20% BCDL 5.0 Code FBC2010rrPI2007 (Matrix) LBRACING UMBER HORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. TOPCHORD BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 1040-0 oc tracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed Burin truss erection in accordance with Stabilizer Installation uide. REACTIONS (!b/size) 2=305/0-3-8(min.0-1-8),4=30510-3-8 (min.0-1-8) Max Harz 2=41(LC 11) Max Uplift2=-137(LC 8),4=-137(LC 9) Max Grav 2=366(LC 2),4=366(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. \ -\`��v ••••'K C ///, TOP CHORD 2-3=-275/461,3�=-2751461 Q `v CENSF•'•�� i BOT CHORD 2-6---260/193,4-0=-260/193 .7 NOTES (8-10) � 1)Unbalanced roof live loads have been considered for this design. 34869 2)Wind:ASCE 7-10,Vult--130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf,h=1Bft,Cat.it,Exp C;Enc.,GCpi=O.18,MWFRS _ (envelope)and C-C Extenor(2)zone,porch left and right exposed;C-C for members and forces&M WFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 31x0 tall by 2-0-0 wide will fit between the •:�(v` bottom chord and any other members. STATE OF 5)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. '. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 137 It,uplift at jam 2 and 137 Ib uplift at joint 4. ••FC ORiO P ••• �\ 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. v '''•••••' 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 10)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard November 5,201° WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MD"7473 BEFORE USE. Design valid for use only with M1ek connectors.This design is based only upon parameters shown,and is fa an individual building component. Applicability,of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown ,Julius Lee PE. is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the 1109!r0(75fa1 Bay erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,deivery,erection and bracing,consult ANSI/fell Quality Crkeda,DSB-99 and BCSII Bufldlny Component Boynton BeaCh,FL 33435 Salify Irdormafion available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. f ! w oD 7 �D r r (nig rnN z a m > r O D J00 � x m � N m Z D X H c J Q O A m o o I ( '4, n o � c �°Qp c D o A _ -4 O n � Qanmo• a Z 0 m Z H m FD 50:, n. D an 6(o noo � � -� � 0a5 O � - c ma! m ' o n o_ Q >qo m89.,n636 cQcQ 5.3<Q, m° Qm M °o� � aQ a� 3 �� Z °°-�w° om(n 6= 0--0 O 0 �Q y O �0;Q �PX :Ea3Q00Q �p-( N O O QOpD(Q D ( 3 'Q - QO cD mO5 0 c =7(D 0.O (D (D 0Cmoo (Dn ° 3 m 3 Q (D m vzDo � Z ° NOcwn n O6 (D5.0 > CDmQ°� NO� oQ OD • 0 m � 90 � _. Dm3o�3a NQ' 2c O( occQcQ3omQcqF °--nO3 - � — m 0� ° Cna 0 � � CD :300 (D < CQ n 0 (D Da ° Q � o � : O o ^ 3 . cD : omZ X cQ Q. c m c 5 UQ o-=3 0 " c m 33 O n Q c 5 p o Q 5 < ? O- -� 5.30 (5 m -.o„Z'o n c= i,no0 TOP CHORD - MwA n O 30 moz °° c(� - Z O- m p oo; mc(�i( �- 00 to W N C Toy SOD C Oo-- L+ CA O 0 _ AZA m y �Z =m o 'o C• NmWH (� m0 m� n �' A OD -- N SAP O Oco M:E AZ Cn � p m C m o O CD V�W N D HN HD V 0 N Q (D ,p -0 D r -� W2-7 N (D -F O O A m m O Q V �Z 0 3 Q W rn o o D w n Z n m = W N o?. 1.t O ,° .° N m y m O O O O ma or) 4j n O V• go -m (00 y °' m O f y (JJ p ?m m v o `u D Z m n O� V5 .t� W 8 .L. Ln y r (Q ~ m(O'� m X, ZZ c (mD y G (D m Om m U m TOP CHORD Q .p Qp V O. Ui A WN C ^ p O OD V O (n A W N Q 11 A o m 0- =r �-v n (3 n c r- �c 50 U-5-:9 n Q m o 0 m - -2 o Q 3 C. p> z� =3(D o �m �' °o0 0 0 0°o mo 3 ao °�° D. a2 m(D Q5'a c 0 .° n< 4° G� (o a N Ll• o o-<_. o ° ° m o n.n n.=Q n m 3-03 3 m(Q 0 m 3 �(o a m _Q o Q (D m .O 3 Q �.� D - m 70 "d m n O - O O (D '" 3 :� (D Q K m m m o 0 <•O 3-° m m(D m 3 m (0(D 2 0 O 0 (Q n �Q 0�° (C) :3 Q. oC ° o0 :3 aQm o•`D c,-°�° m(� 0 ID 33 °3 � a CD @'D (D(D C 'D(0 xa O O V, c3 -o 5--=3 °o °R ° � a Q3 zQ mm moo' �� (Dm -Uo 20 �° aQnva �_ O (N Q a; m -0 O. 7 0 0 '^ m 3 0 -7 ° a m w (fl d CD(D DO N O O O? Q n 5-c m0 � 7� < m 7(D m� � Q 'O Q �7 C m 6 7 : m m '�� n< O < 3 Oa (D(D m :3 7 (OQ CL C _ 7'cD O '1C""' QO '00 72 QC O m .0� N �a r)(a =Q 6 (D n° mg a (o.- -5 om o6 3y ^2 3`D ae ° .<� o om o (D (° Q N �.3 mo n °2 ° ° m c ° n O. m 0� m' o° � Nog c N o 3 m ° m N f N m 3 0 0 3 0 °-° p°- n CL -m 2 m(Q :Z-0-m -.n O n m N m o° m ° o °m Q. �N of, Q° n (0 (u2 ° agog. � ' � Q c '� �3 ° Q L o o s -°o (D 0 Cr, 3 n= '<o m 3- m c(° °(° Q c �a c�3 c m (� mm (03 Qm o� ° 30 CD Q < Noa o° mm'Q° f Q C �_ N c<o Q N 3 QQ ?Q 70j n 00 zN =m ZQ ° ° -° `" (p°: O.o oa 0 o 'w (D O an N m C 6 O N m (°Q O 'O^ fl(0 N 7 C N Q 2 0 0 7 <3 .(D(T 2 N Q f.T 33 , 0 m m° ° n mo ' mm `' °n zo' of N a 6t° < O. ^ n O Q 'p H 7 c =7 0 ( S.O :3 R 07 N Q 0 0 w ° Q O ~6 O 4 H Q O -0 a (nD'O 0 p O] O(O N 7 0 N O D O O� 4 7 �"° m Q ° O m (D7 0 0(D p.m N (p N -p 4 O. 3Q .°7 m0 p �O a 0 7 u N0 m�� N3 N •Y ° c n N� o f o o H o a� ? ° m o o m Q 'a 3 (D m m (D n �� ° < m �3 00- o� n 3 ° :(T(7D mio m of o° m o o m ' ° ��_ ° 3 a m °m (D o3. �, :3 7n 0 0 a CD0 0. a O �.7 m( 0 O. N O mO� �' '0 Q p a� O O O 3 (D O _ C l (D 3 �t 6 m N CITY OF ATLANTIC BEA it 800 S EMINOLE ROV ATLANTIC BEACH,FL 32233 V INSPECTION PHONE LINE 247-5814 J�lit 13-00003718 Date 12/23/13 Application Number . 1660 SEA OATS DR Property Address . . . • • Application type description RESIDENTIAL ADDITION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . 100000 ---------------------------- Application desc addition -- -------------------------------------------------- Contractor Owner ------------- CONNELLY MEGHAN A ET AL YOUNG AMERICAN HOME INC 1660 SEA OATS DR PO BOX 54396 NLLE FL 32245 ATLANTIC BEACH FL 322335836 (9004) 759-9302 Structure Information 000 000 ADDITION Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL ----- Flood-Zone-------------------ZONE-X--------------------- --------------- Permit . . . . . . PLUMBING PERMIT Additional desc Sub Contractor CROCKETT PLUMBING COMPANY . 00 Permit Fee 160 . 00 Plan Check Fee 0 Valuation . Issue Date • • • . 6/21/14 Expiration Date . --------------------------- Special Notes and Comments NEED NOC Full right-of-way restoration, including sod, isrequied Roll off container company must be on City app rovedand container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Control Inspectwonkprior7to8start34) oofErosion and Sedime construction. 2010 FLORIDA BUILDING CODE, 2008 NATIONAI ELECTRIC CODE A sewer cleanout must be installed at the property line. oncrete box with Cleanout must be covered with an RT1 c metal lid. Cleanout to be set to grade and visible. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS ��Y��A ��4�6fflf$Mi"PS AND THE FLORIDA PERMIT BUILDING CODES. CITY OF ATLANTIC BEACR J 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00003718 Date 12/23/13 --------------------- --------------------------- Other Fees . . . . . . . . . STATE PLBG DCA SURCHARGE 2 .40 STATE PLBG DBPR SURCHARGE 2 .40 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due --------- ---------- ---------- Permit Fee Total 160 . 00 160 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 80 4 . 80 . 00 . 00 Grand Total 164 . 80 164 . 80 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. PLUMBING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904) 247-5826 Fax (904) 247-5845 / l JOB ADDRESS' /��llYy �� Dmfs ��"� PERMIT# NEW OR REPLACEMENT INSTALLATION: Project Value$ TYPE OF FIXTURE QTY TYPE OF FIXTURE QTY Bathtub # Septic Tank&Pit �— Clothes Washer Shower Dishwasher _l_ Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink _ Floor Sink Toilet Hose Bibs 3 Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory _ Water Heater Other Fixtures Water Treating System RE-PIPE: TYPE OF FIXTURE QTY TYPE OF FIXTURE QTY Bathtub Septic Tank&Pit Clothes Washer Shower Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory Water Heater Other Fixtures Water Treating System MISCELLANEOUS: ❑ Sewer Replacement ❑ Back Flow Preventer ❑ Grease Interceptor(Trap) gallons(Requires 3 sets of plans) ❑ Lawn Sprinkler System-Number of Heads ❑ Well ** ** SJRWD Well Completion Form. Completed form to be submitted to the Building Department for final inspection.** ❑ Other Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local la regulation construction or the performance of construction. Property Owners Name 1a4`41, l IOU �!`�`��`^ Phone Number �S�g3dL Plumbing Company dC �►+ �` If .Z '• Office Phone 9oy-Gs3-loo(o Fax 4#y-GS3'loo9 Co. Address: x(331 7'tnc�er �au�{►-fog ed City Sh4tisoa State f-te-, Zip 3&W-7 `� 04�- S to e cation/Registration# Cf,coS 77 y License Holder (Print): 1 �A M J Notarized Signatur SIi1RLE`( COMM # D 9577" Of E16 1 ,pIRES:F PubkUnderw er_ '+ BondedThNNnery �� ` ure of Notary Public zr, CITY OF ATLANTIC BEACH '~ 800 SEMINOLE ROAD r, s) ;> ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00003718 Date 1/23/14 Property Address . . . . . . 1660 SEA OATS DR Application type description RESIDENTIAL ADDITION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 100000 ---------------------------------------------------------------------------- Application desc addition ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ CONNELLY MEGHAN A ET AL YOUNG AMERICAN HOME INC 1660 SEA OATS DR PO BOX 54396 ATLANTIC BEACH FL 322335836 JACKSONVILLE FL 32245 (904) 759-9302 --- Structure Information 000 000 ADDITION Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL HVAC PERMIT Additional desc . . Sub Contractor . . AIR FLOW DESIGNS INC Permit Fee . . . . 99 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 7/22/14 ---------------------------------------------------------------------------- Special Notes and Comments Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management. ) Full erosion control measures must be installed and approved prior to beginning any earth disturbing 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 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. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS BUIRLDINIS p VICOFeeS Y IlY ACCORDANCE WITH ALL CITYSTATEA �H CAORI2ll�iA1x,C,�S a THE FLORIT. 00 CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 JFI1�? Page 2 Application Number . . . . . 13-00003718 Date 1/23/14 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE MECH DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 99 . 00 99 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 103 . 00 103 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. o w0 -7 MECHANICAL PERMIT APPLICATION J !2_ � 1 l q CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904) 247-5826 Fax (904) 247-5845 JOB ADDRESS: e-a. �2z s ,�r ��/� ,. �� 4 G l PERMIT# PROJECT VALUE $ � [� 2- NEW NEW 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 REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION ARI# to'15 Air Conditioning: Unit Quantity Tons Per Unit 3 REQ UD Heat: Unit Quantity_I BTU's Per Unit Seer Rating f�• U Duct Systems: Total CFM 12-00 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 constriction. Property Owners Name r6 s Phone Number Mechanical Company r Flo, D P Office Phone Fax y . L)-Y 13 Co. Address: S-1r-/ni e City 14 State_Ej Zip Li c-7 License Holder(Print): State Certification/Registration#(',f9C�(NLI )-- Notarized Signature of License Holder Sworn and subscribed before m day of 20 Signature of Notary Public 4�D1lPLA�6.IbI SON commissioht:020.28 1 n Expires November 2,2014 9c,,,*Thru Troy Fein Insurance 800.3851 01,9 CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD j � ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00003718 Date 2/03/14 Property Address . . . . . . 1660 SEA OATS DR Application type description RESIDENTIAL ADDITION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 100000 -------------------------------------- Application desc addition -- ------------------------------------------------------------------------- Owner Contractor ------------- ------------------------ CONNELLY MEGHAN A ET AL YOUNG AMERICAN HOME INC 1660 SEA OATS DR PO BOX 54396 ATLANTIC BEACH FL 322335836 LE (9C4SONVIL9302 FL 32245 --- Structure Information 000 000 ADDITION Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL -----Flood-Zone-------------------ZONE-X------------------------------------ Permit . . . . . . ELECTRICAL PERMIT Additional desc REMODEL Sub Contractor MUNSON & BRYAN ELECTRICAL CO. 00 Permit Fee 90 . 00 Plan Check Fee Valuation Issue Date Expiration Date . . 8/02/14 --------------------------------- Special Notes and Comments Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) Full erosion control measures must be installed and approved prior to beginning any earth disturbing 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 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 . WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS -------------------------- -�-T-1.-----gE------�-p�-p-�---------------- PERMIT I,3 PQROVED ONLY IN ACCORDANCE WITH ALL CITY ffA'1'�A��C WeAO JUKC:MR THE FLORIDA 00 BUILDING-!gMjX Fees l� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number 13-00003718 Date 2/03/14 ___ -------------------------------- Other Fees ___ . . . STATE ELEC DBPR SURCHARGE 2 . 00 Fee summary Charged Paid Credited Due _ _ ---------- ---- -- ---------- - . 00 Permit Fee Total 90 . 00 90 . 00 00 . 00 Plan Check Total . 00 . 00 4 . 00 4 . 00 . 00 . 00 Other Fee Total Grand Total 94 . 00 94 . 00 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ELECTRICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd, Atlantic Beach, FL 32233 Ph(904) 247-5826 Fax (904) 247-5845 JOB ADDRESS: �Nr'& PERMIT# �� _ 3 7 C& JEA INFORMATION REQUIRED ON ALL PERMITS 5 AMPS aA,0 VOLTS l PHASE VALUE OF WORK$ a-0 ao• a NEW SERVICE ❑ Overhead ❑ Underground ❑J Underground up Pole ❑Residential(Main)Service ❑0-100 amps ❑101-150amps ❑151-200amps ❑ amps #of Meters ❑Commercial(Main) Service 00-100 amps Ell 101-150amps ❑151-200amps L amps El CT Service amps Conductor Type Size ,--,Multi-Family(Main) Service ❑0-100 amps El 101-1 50amps ❑151-200amps ❑ amps # of Unit Meters ❑Temporary Pole ❑ amps SERVICE UPGRADE ❑ amps ❑ CT Service amps NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.) -1100 amps i_150amps ❑200amps amps ❑CT Service amps ADDITIONS,REMODELS,REPAIRS,BUILD-OUTS,ACCESSORY STRUCTURES,ETC. Outlets/Switches: 0-30amps 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 KVA ❑Motors hp FIRE ALARM SYSTEM (Requires 3 sets of plans) VALUE OF WORK$ Qty volts/amps REPAIRS/MISCELLANEOUS Meter Can ❑Safe Inspection ❑Panel Change [I OH to UG M Safety P Replace Burnt/Damaged 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. 13 i►ice¢..-P, - y f)JN6-C+,y+",c,,%J -]5'j -%30 a --IUSh'J Property Owners Name t&Q_rkA-,J Phone Number Roti �y Electrical Company �y �o� kyy �-�-�—�`�� Office Phone 3 c�lobed c Fax 3"16 Co. Address: 3� �'� CityV� �+uLLL— State y Zip 32-Z,07 License Holder(Print): �, � ��l,, to Certification/Registration# f 00J Ll'IS Notarized Signature of License Holder JOSEPH GUY CAUCHON Sworn and s scribed befor me this _ _day of �e�o� �tC _20 ��' Commission#EE 077677 Signature f Notary Public Expires July 16,2015 %�f &,nw Thru Troy Fain hwrxm 800385.10%