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96 Ocean Blvd 2013 SFR na CITY OF ATLANTIC BEACtI 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 f INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00003480 Date 10/14/13 Property Address . . . . . . 96 OCEAN BLVD Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES GEN MF DISTRICT Application valuation . . . . 350000 ---------------------------------------------------------------------------- Application desc NEW HOME ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BORDERS, RONALD BOSCO BUILDING CONTRACTORS 8 SPARWHEEL LN 2158 MAYPORT RD. HILTON HEAD ISL SC 29928 ATLANTIC BEACH FL 32233 (904) 241-0320 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X - --------------------------------------------------------------------------- Permit SINGLE FAMILY DWELLING NEW Additional desc . . Permit Fee . . . . 1230 . 00 Plan Check Fee 615 . 00 Issue Date . . . . Valuation . . . . 350000 Expiration Date . . 4/12/14 ---------------------------------------------------------------------------- Special Notes and Comments NEED NOC Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . Full 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 . ) Rolloff must be serviced from 1st Street. PERMIT ISFA1#M0V@tT®RI;40 I A@ 1(RhF AL �$"T rTL �TI�� A4�1 AND THE FLORIDA BUILDING CODES. I f CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00003480 Date 10/14/13 ---------------------------------------------------------------------------- Special Notes and Comments approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 18 .45 DEV REVIEW-SINGLE & 2-FAM 50 . 00 ENG REV RESIDENTIAL BLD 100 . 00 STATE DBPR SURCHARGE 18 .45 UTIL REV RESIDENTIAL BLDG 50 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 1230 . 00 1230 . 00 . 00 . 00 Plan Check Total 615 . 00 615 . 00 . 00 . 00 Other Fee Total 236 . 90 236 . 90 . 00 . 00 Grand Total 2081 . 90 2081 . 90 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 H. FILE C Office (904) 247-5826 Fax (904) 247-5845x;; : ; , Job Address: I Permit Number: J 3— 3 yC�� Legal Description — Parcel # oor Area o Sq.Ft. Sq. t Valuation of Work$_ ,150 Proposed Work heated/cooled _2294-• non-heated/cooled Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa i /,� Use of existing/proposed structure(s) (circle one): Commercial Residential If an existing structure,is a fire sprinkler system installed? (Circle one): Yes No N /A Selo Florida Product Approval # By 1?0 v For multiple products use product approval form Describe in detail the type of work to be performed: INV PrODertv Owner Information: Name: n 1A Address: City State-Zip KoPhone E-Mail or Fax#(Optional) Contractor Information: Company Name: U 11 Quali in Agent: Gp Address: City State Zi Office Phone Job Site/Contact Number �A��o� Fax# 9''Q U - (Q State Certification/Registration#C'AC- l oZ Architect Name& Phone# Engineer's Name& Phone# i /IJe�ce2T� 3�r/G ,/• �/ .322- ro Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Ipplication is hereby made too a permit to do the work and installations as indicated. l certifi Thal no work or installation has commenced prior to the issuance of a perntii and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. T itis permit becomes nutl and void if work is not commenced within siz(6)months, or if construction or work is suspended or abandoned for a period of six(ti)months at any time after work is commenced. l understand that separate permits must be secured for Eleclrica/Work, Plumbing,Signs, Wells, Pools, Furnnces, Boilers, Healers, 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. f hereby certify that I have read anagdwcainined this application and know the same to be true and correct. All provisions of laws and ordinances governing this )pe of work will be complied w' Nether specified herein or nigt. The granting of a permit does not presume to give authority to violate or cancel the )rovisions(any other federal, tal , or local law reg Wng construction or the performance of construction. ii nature of Owner S�/�%i.� . g Signature of Contrac Tint Name ..��C 'S-.....................:. ...1. .� �......... Prmt Name .................1......,f. ................................................................... _ iworn to and subscribed before me Sworn to and subscribed before me his L Day of �i tldll�A L.POPE this i_ Day of seg Notary Public,State of Florida , WILLIAM L.POPE —�,j -My Comm-Expires ont-i ,201.5 - i�� Notary Public,State Of f Florida Jotary Public �— Commission No.EE 128745 Notary Public mm.Expires Oct 19,2095 Commissin No.EE 128745 Revised O l.26.I DO NOT WRITE BELOW- OFFICE USE ONLY Applicable Codes: 2010 FLORIDA BUILDING CODE- Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: IV�k to-L'�3 Development Size Habitable Space _2 s!o S F' Non-Habitable goo 5.,r Impervious area Miscellaneous Information Occupancy Group R `3 Type of Construction, i3 Number of Stories 2 Zoning District Max. Occupancy Load Fire Sprinklers Required Flood Zone &d Conditions/Comments: Q City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Deparbnent.) 800 Seminole Road /� + �� . Atlantic Beach, Florida 322335445 Phone(904)247-5826 • Fax(904)247-5845 j!fit E-mail: building-dept@coab.us Date routed: d l City web-site: httpJ/www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 9'� Q �� (x`79 rtrnent review re wired Ye o / ;B3uil!dingApplicant: S Lj Loc-,'h ning 8 Zoning dministrator Project: 1 V L // �J IYJ6 Public Works Iia Utilities Public Safety Fire Services Review fee Dept Signature IQ Other Agency Review or Permit Required Review or Receipt of Permit Verified B Date Florida Dept. of Environmental Protection o [n-1n C-) Florida Dept.of Transportation —4 1t St.Johns River Water Management District o Army Corps of Engineers o Division of Hotels and Restaurants 4' Division of Alcoholic Beverages and Tobacco Other: =J APPLICATION STATUS Reviewing Department First Review: roved. ❑Denied. (Circle one.) Comments: BUILDING (2 PLANNING &ZONING Reviewed by: Date:l(, -Z7� TREE ADMIN. Second Review: ❑Approved as revised. DenieC PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by Date: FIRE SERVICES Third Review: [Approved as revised. ❑Denied. Comments: Reviewed by: Date: f Revised 05/14/09 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 'ri� �•� 800 Seminole Road /� + �� Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 Fax(904)247-5845 ? E-mail: building-dept@coab.us Date routed: I J City web-site: httpJAvww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: —72 RBd,n nt review re wired Yes No Applicant: S LjO �c� ,'n Zonings � / isfrator Project: / V L �6 ses y 1 Fire Services Review fee $ Dept Signature 3 50. d oo Other Agency Review or Permit Required Review or Receipt Date � Florida Dept. of Environmental Protection of Permit Verified B n Florida Dept.of Transportation —' St.Johns River Water Management District o Army Corps of Engineers o Division of Hotels and Restaurants ' Division of Alcoholic Beverages and Tobacco Other: APPLICAT N STATUS Reviewing Department First Review: pproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed bya Date: b TREE ADMIN. Second Review: DApproved 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: evised 05/14/09 s CITY OF ATLANTIC BEACH PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH,FL 32233 (904)270-2535 or (904) 247-5874 NEW WATER/SEWER TAP REQUEST Date: 10/1/13 Project Address: 96 Ocean Blvd. No. of Units: 1 Commercial Residential X Multi-Family New Water Tap(s) &Meter(s)�Existing_ Meter Size(s) New Irrigation Meter Upgrade Existing Meter from to (size) New Connection to City Sewer Existing Name: Bosco Building Applicant Address: City: State: FL Zip: Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# Replacement of existing house that Water System Development Charge $ was already on water& sewer. Sewer System Development Charge $ Water Meter Only $ No fees required. Water Meter Tap $ Sewer Tap $ Cross Connection $ Other $ TOTAL $ APPROVED: Donna Kaluzniak 10/1/13 (Utility Director or Authorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED City of Atlantic Beach APPLICATION NUMBER Building Department ` 800 Seminole (ro be assigned by the Building Department.) �r Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: l City web-site: http:/Avww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Q C�`7) �i/� D ent review re u(red Yes No Buildin Applicant: s eo Lvc ,'n l9nning P.Zoning -TreeAdmisfator 1 / m Project: � �� Public Works RablicUtilities- Public UtilitiesPublic Safety Fire Services Review fee $ DeptSignature 3 S0, o ao . VDivision gency Review or Permit Required Review or Receipt Date Of Permit Verified B G� ept, of Environmental Protection pt. of Transportation —' -u1 River Water Management District o 0 ps of Engineers o f Hotels and Restaurants w [rte Alcoholic Beverages and Tobacco �—I Other: APPLICATION STATUS STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: C I TREE ADMIN. Second Review: ❑Approved as revised. [Denied. P ORKS ,Comments: U L TI - PUBLIC SAFE/TY3 Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. ❑Denied. Comments: Reviewed by: Date: evised 05/14/09 City of Atlantic Beach APPLICATION NUMBER Building Department C�T (To be assigned by the Building Department.) ;; r► r•- 800 Seminole Road d Tj b �r Atlantic Beach, Florida 32233-5945 OCT Phone(904)247-5826 Fax(904)247-5845 2013 E-mail: building-dept@coab.us Date routed: d l City web-site: hitp:/Avww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 9Q �� -72 IeAld fBulldin nt review re wired Yes No Applicant: S Gf D7� �c� ,'n Zoniri�is�rator Project: � 4Y26 s) iesty Fire Services 6�) Review fee Dept Signature Other Agency Review or Permit Required Review or Receipt Com— V Date of Permit Verified By Florida Dept.of Environmental ProtectionCD Florida Dept.of Transportation c � St.Johns River Water Management District Army Corps of Engineers o Division of Hotels and Restaurants w Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [Approved. Denied. (Circle one.) Comments: 0 BUILDING ka'QaQ PLANNING R ZONING Reviewed by: Date: f � TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY ReviewedDate.•b . /Q Y FIRE SERVICES Third Review: QApproved as revised. ❑Denied. Comments: Reviewed by: Date: evised 05/14109 Map Output Page 1 of 1 JAXGIS Property Information t» _ _ .m.s lb '::1.•,ry1:=,.'"':..iP-.::,'-J:..S['•h'c•}�`..Hl4a 4iM".IJfia.U�Ft3:1: a• — _ - T_ r�vi�u.y�`�:.�L'k �-lSw'gs.�+ru�R Fr w. N FILE copy' ., 1 f 3 w. m s nou•owo zr• a w M w tl iv iv l Civ MI E# Name Address Transaction MapelLegalfood DC Evacuation CoPZ °INH Price Acres Book-Pge PanDescriptions Zones Site one one CPAone one - chool hol Reg Notice Notic one e Zone Mayport OCEAN BLVD96 9 21-2S- E of n [nterpnse f in A l orizonta 170224 00 ORDERS RONALD ATLANTIC BEACH 450000 .13 164350060 9421 TLANTIC BE C NA SiteAT 2 tanning A NA NA ur/ace A NA A A A LOT 5 BL 34 a ne ist.32233 lev 300' http://maps.coj.net/WEBSITE/DuvalMapsSQL/toolbar.asp 10/2/2013 Y o `o ° D o 0 .O ooeD croCDC17 < rs cu S' as a .o CDCD a Q io w a. C D `1 Cr _ W - z M a ITI o ° T7 ►ti � co w � � c� a. O -XI N �• '��. cD Cs7 ( CD O TI CD- a Y CD ft -� a. r' ■ C:D "'L7 , � 3 2 ƒ 2 2 �_ } Q ° ƒ = ( � � � 2 � } -| 2 � R � � \ � � § e \ � - 0 _ 2 � E / _ & � n ft _ # . � � R E # Z4, rrl & 7 § ƒ , §2 / Z: § § r z E ƒ ƒ 2 / k � � \ � k \ c 2 § � 2. 2 � E 0 _ C � n � � n # \_ # 'b 0 o aac � � 5• �' �. � °� Z C�7 0o O CD a CD yFr Fr a � c-y- Eg CD " '° CD o �. o Com, �, v � o og � n CL "a rCD CD vQ'i -» o W .�j _� Cl.CD CD o i a G CD a o w \ a CD < a m o a o CD uq 0 C s Z CD (D $.(D � c c _ � x Z) 0 Cl. v a o CD y cr r ci .� = CD b' c C. CD-- arD oCL r n o CD TZ7— a -o c C-1 t\) (D =; y L3 a v� � CD (1 N W p W C n fD o c. �s u a o a 0 � r w CD � a C' o a r FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method VY1 .NM.9^'Y1w+Krn4!�T+e.R?M r.M•-0Tv1415.•.4.•, � Project Name Borders - Lot 5 Atlantic Beach FL 32233 Builder Name Bosco Custom Hom �+ s _*; � . Street. Permit Office 261100 y r e City, State, Zip Atlantic Beach , FL . 32233 Permit Number: 'a� � f� L �0 P Owner. Jurisdiction Atlantic iii ff Design Location. FL. Jacksonville .' �� SrJJiliGriE:' y�,»�;._,�.;.`wir.'ar�TiSiir-. 1 New construction or existing New(From Plans) 9. Wall Types(2774,0 sgft.) Insulation Area 2 Single family or multiple family Single-family a Frame Wood, Exterior R=19.0 2774 00 ft' b N/A R- ft' 3 Number of units,if rnutWe famify 1 e N/A R= ft' 4 Number of Bedrooms 3 d N/A R= ft, 5 Is this a worst case? No 10. Ceiling Types (1225.0 sgft) Insulation Area a Under Attic(Vented) R=30.0 1225.00 ft' 6 Conditioned floor area above grade(ft') 2402 b.N/A R= ft' Conditioned floor area below grade(ft') 0 c N/A R= tt' 11. Ducts R ft' 7 Windows(447 3 sgft.) Description Area a. Sup: Main, Ret: Main,AH:Attic 6 240 a U-Factor: Dbl, U-0 35 447.30 ft' SHGC: SHGC=0.35 b. U-Factor: N/A ft' 12 Cooing systems kBtu/hr Efficiency SHGC: a Central Unit 42.0 SEER:13.00 c. U-Factor. N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A tt' a. Electric Heat Pump 42.0 HSPF:7.70 SHGC: Area Weighted Average Overhang Depth: 4.463 It Area Weighted Average SHGC: 0.350 14. Hot water systems a. Natural Gas Tankless Cap: 1 gallons 8. Floor Types (1225.0 sgft.) Insulation Area EF:0.590 a. Slab-On-Grade Edge Insulation R=0.0 1177.00 fN b. Conservation features b. Raised Floor R=19.0 48.00 ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.186 Total Proposed Modified Loads: 39.12 PASS Total Standard Reference Loads: 56.41 I hereby certify that the plans and specifications covered by Review of the plans and F SNE ST,gT this calculation are in compliance with the Florida Energy specifications covered by this Code. �1 calculation indicates compliance with the Florida Energy Code. PREPARED BY: c �� _ Before construction is completed L r DATE: `ycc `\ .jr.5 �/ this building will be inspected for e compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. •i �NJ�tY with the Florida Energy Code. Op OWNER/AGENT _ BUILDING OFFICIAL: ^ DAA: _. _ _ - DATE - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 81512013 4.19 PM EnergyGaugeT)USA - FlaRes2010 Section 405.4 1 Compliant Software Page 1 of 6 t PROJECT Title: Borders-Lot 5 Atlantic Beach Bedrooms: 3 Address Type. Lot Information Building Type: User Conditioned Area: 2402 Lot# 5 Owner: Total Stories: 2 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Bosco Custom Homes Rotate Angle: 0 Street: Permit Office: 261100 Cross Ventilation: County: Duval Jurisdiction: Atlantic Whole House Fan: City,State,Zip: Atlantic Beach Family Type: Single-family FL , 32233- New/Existing: New(From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 975% 25% 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 2402 22819 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2402 22819 Yes 4 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Main 145 ft 0 1177 ft2 _-_- 0 0 1 2 Raised Floor Main __— 48 ft' 19 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 Metal 1370 ft' 306 ft' Medium 096 No 09 No 0 266 / ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 1225 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) Main 30 1225 W 0.11 Wood 8/15/2013 4 19 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 ' WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below # Ornt To Wall Type _ R-Value F1 In Ft In Area R-Value Fraction Ah-, r- Gradek 1 E Exterior Frame-Wood Main 19 17 0 10 0 170.0 ft' 0 0.8 0 2 N Exterior Frame-Wood Main 19 18 0 10 0 180.0 ft' 0 0.8 0 3 N Exterior Frame-Wood Main 19 8.5 0 10 0 85.0 ft' 0 0.8 0 4 E Exterior Frame-Wood Main 19 13 0 10 0 130.0 ft' 0 08 0 5 S Exterior Frame-Wood Main 19 24 0 10 0 240.0 ft' 0 0.8 0 6 N Exterior Frame-Wood Main 19 16 0 10 0 160.0 ft' 0 0.8 0 7 W Exterior Frame-Wood Main 19 165 0 10 0 165.0 ft' 0 08 0 8 N Exterior Frame-Wood Main 19 4 0 10 0 40.0 ft' 0 08 0 9 W Exterior Frame-Wood Main 19 12.5 0 10 0 125.0 ft' 0 0.8 0 10 S Exterior Frame-Wood Main 19 14 0 10 0 140.0 ft' 0 0.8 0 11 S Exterior Frame-Wood Main 19 11 0 10 0 110.0 ft' 0 0.8 0 12 N Exterior Frame-Wood Main 19 6.5 0 10 0 65.0 ft' 0 0.8 0 13 E Exterior Frame-Wood Main 19 17 0 10 0 170.0 ft' 0 0.8 0 14 S Exterior Frame-Wood Main 19 17.5 0 10 0 175.0 ft' 0 0.8 0 15 E Exterior Frame-Wood Main 19 13 0 9 0 117.0 ft' 0 0.8 0 16 N Exterior Frame-Wood Main 19 10 0 9 0 90.0 ft' 0 0.8 0 17 N Exterior Frame-Wood Main 19 9.5 0 9 0 85.5 ft' 0 0.8 0 18 N Exterior Frame-Wood Main 19 15.5 0 9 0 139.5 ft' 0 0.8 0 19 W _Exterior Frame-Wood Main 19 11 0 9 0 99.0 ft' 0 0.8 0 20 W Exterior Frame-Wood Main 19 5.5 0 9 0 49.5 ft' 0 0.8 0 21 W Exterior Frame-Wood Main 19 12.5 0 9 0 112.5 ft' 0 0.8 0 22 S Exterior Frame-Wood Main 19 14 0 9 0 126.0 ft' 0 0.23 0.8 0 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 E 1 None Low-E Double Yes 0.35 0.35 30.0 ft' 6.5 ft 0 in 1 ft 0 in None None 2 E 1 None Low-E Double Yes 0.35 0.35 40.0 ft' 6.5 ft 0 in 1 ft 0 in None None 3 N 2 None Low-E Double Yes 0.35 0.35 36.0 ft' 7.5 ft 0 in 1 ft 0 in None None 4 N 3 None Low-E Double Yes 0.35 0.35 18.0 ft' 17 ft 0 in 1 ft 0 in None None 5 E 4 None Low-E Double Yes 0.35 0.35 37.2 ft' 1 ft 0 in 1 ft 0 in None None 6 S 5 None Low-E Double Yes 0.35 0.35 18.0 ft' 1 ft 0 in 10 ft 0 in None None 7 W 7 None Low-E Double Yes 0.35 0.35 13.5 ft' 4 ft 0 in 1 ft 0 in None None 8 W 7 None Low-E Double Yes 0.35 0.35 40.0 ft' 4 ft 0 in 1 ft 0 in None None 9 S 10 None Low-E Double Yes 0.35 0.35 36.0 ft' 1 ft 0 in 10 ft 0 in None None 10 E 13 None Low-E Double Yes 0.35 0.35 32.0 ft' 1 ft 0 in 1 ft 0 in None None 11 N 12 None Low-E Double Yes 0.35 0.35 20.1 ft' 17 ft 0 in 1 ft 0 in None None 12 S 14 None Low-E Double Yes 0.35 0.35 15.0 ft' 1 ft 0 in 1 ft 0 in None None 13 N 17 None Low-E Double Yes 0.35 0.35 21.5 ft' 1 ft 0 in 1 ft 0 in None None 14 N 18 None Low-E Double Yes 0.35 0.35 15.0 ft' 1 ft 0 in 1 ft 0 in None None 15 W 19 None Low-E Double Yes 0.35 0.35 15.0 ft' 1 ft 0 in 1 ft 0 in None None 16 W 21 None Low-E Double Yes 0.35 0.35 15.0 ft' 1 ft 0 in 1 ft 0 in None None 17 S 22 None Low-E Double Yes 0.35 0.35 15.0 ft' 1 ft 0 in 1 ft 0 in None None 8/15/2013 4:19 PM EnergyGauge®USA-FlaRes2010 Section 405.4 1 Compliant Software Page 3 of 6 i WINDOWS Orientation shown is the entered,Proposed orientation. / Wall Overhang V/ # Omt ID Frame Panes NFRC LI-Factor SHGC Area Depth Separation Int Shade Screening 18 E 15 None low-E Double Yes 0.35 0.35 30.0 ft' 6 ft 4 in 1 ft 0 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0000300 1890.1 103.76 195.14 0.2843 4.9699 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 A Electric Heat Pump None HSPF: 7.7 24 kBtu/hr 1 sys#1 1 B Electric Heat Pump None HSPF:7.7 18 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type _ Subtype Efficiency Capacity Air Flow SHR_ Block Ducts 1 A Central Unit None SEER. 13 24 kBtu/hr 720 cfm 0.75 1 sys#1 1 B Central Unit None SEER 13 18 kBtu/hr 540 cfm 0.75 1 sys#1 HOT WATER SYSTEM # " System Type SubType Location EF Cap Use SetPnt Conservation_ 1 Natural Gas Tankless Exterior 0.59 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None - _ W DUCTS / ----Supply-- --Return— Air CFM25 HVAC# V/ # Location R-Value Area Location Area Leakage Type Handler CFFL1125 OUT ON RLF Heat Cool 1 A Main 6 240 ft' Main 60 ft2 Default Leakage Attic cfm (Default) 1 1 1 B Main 6 240 ft' Main 60 ft2 Default Leakage Attic cfm (Default) 1 1 i 8/15/2013 4:19 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolingan Feb ]Mar Apr Ma X Jun X Jul X Au X Se Oct Nov Dec Heatinf X]Jan f Xj Feb f X]Mar Apr May Jun Jun Jul A Oct N Dec Aug Sep �X�Oct Nov Dec Venting [ ]Jan [ )Feb [XJ Mar Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 N 8/15/2013 4:19 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: PERMIT#: Atlantic Beach, FL, 32233- MANDATORY REQUIREMENTS SUMMARY- See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 i 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. (lboling/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 j variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 8/15/2013 4 19 PM EnergyGauge®USA- FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 69 The lower the EnergyPerformance Index, the more efficient the home. Atlantic Beach, FL, 32233- 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a Frame-Wood,Exterior R=19.0 2774.00 ft' b. N/A R= ft2 3 Number of units,if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types Insulation Area a. Under Attic(Vented) R=30.0 1225.00 ft2 6. Conditioned floor area(ft2) 2402 b. N/A R= ft2 7. Windows" Description Area c. N/A R= ft2 a. U-Factor: Dbl,U=0.35 447.30 ft' 11. Ducts R ft2 SHGC: SHGC=0.35 a.Sup: Main, Ret:Main,AH:Attic 6 240 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 42.0 SEER:13.00 SHGC: d. U-Factor: _ N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency Area Weighted Average Overhang Depth: 4.463 ft. a. Electric Heat Pump 42.0 HSPF:7.70 Area Weighted Average SHGC: 0.350 8. Floor Types Insulation Area 14.Hot water systems a.Slab-On-Grade Edge Insulation R=0.0 1177.00 ft' a. Natural Gas Cap: 1 gallons b.Raised Floor2 EF:0.59 R=19.0 48.00 ft c. N/A R= ft2 b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed(or exceeded) �o�tHE s7gT�o in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. fo Builder Signature: Date: Address of New Home: City/FL Zip: rt, 5� - ----- - -- --- oD we'd` '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: Borders-Lot 5 Atlantic Beach FL 32233 Builder Name: Bosco Custom Homes Street: Permit Office: 261100 City,State,Zip: Atlantic Beach ,FL ,32233- Permit Number: Owner: Jurisdiction: Atlantic 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 an,0 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 drVwall. Fireplace Fireplace walls include an air barrier. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software ,,.Stf"'p�atE7 ' CLE C PYA �'�Mr'7tlE�YW9L�'kiR+G'✓Y`IK�fii= 'i�(+`Cf ii✓ii:'K'� Borders - Lot 5 Atlantic Beach FL 32233 HVAC Load Calculations for Bosco Custom Homes 2158 Mayport Road Atlantic Beach, FL 32233 Elite oftwore RHVAC RESIDENTIAL AND LIGHT COMMERCIAL HVAC LOADS Prepared By: Jim Williams • Home Energy Services 2080 Davis Road Jacksonville, FL 32218 904-757-3569 Thursday,August 15,2013 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. rHonne hvac-Residential&Light Commercial HVAC Loads Elite Software Development Inc. Energy Services Borders-Lot 5 Atlantic Beach FL 32233 acksonville,FL 32218 Page 2J Coiect Report -- [General Project Information --i Project Title. Borders-Lot 5 Atlantic Beach FL 32233 Project Date: Tuesday,August 13,2013 Client Name: Bosco Custom Homes Client Address: 2158 Mayport Road Client City: Atlantic Beach, FL 32233 Client Phone: 904.241.0320 Client Comment: Company Name: Home Energy Services Company Representative: Jim Williams Company Address: 2080 Davis Road Company City: Jacksonville, FL 32218 Company Phone: 904-757-3569 Company Fax: 904-757-7104 Company E-Mail Address: jimwilliams@homebuildingstore.com Design Data ---- ----- ----- --- — — Reference City. Jacksonville, Florida Building Orientation: Front door faces East Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 ft. Altitude Factor: 0.999 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: _ 32 29.92 80% n/a 70 n/a Summer: 94 77 47% 50% 75 48 Check Figures -- — Total Building Supply CFM: 1,482 CFM Per Square ft.: 0.617 Square ft.of Room Area: 2,402 Square ft.Per Ton: 763 Volume(ft')of Cond.Space: 22,795 lding Loads Total Heating Required Including Ventilation Air: 32,967 Btuh 32.967 MBH Total Sensible Gain: 32,571 Btuh 86 % Total Latent Gain: 5,217 Btuh 14 % Total Cooling Required Including Ventilation Air: 37,788 Btuh 3.15 Tons(Based On Sensible+ Latent) otes ARhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Thursday.Auaust 15. 2013.4:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Borders-Lot 5 Atlantic Beach FL 32233 j Jacksonville FL 32218 _ Pace 31 Miscellaneous Report SysInputtem I Main Outd=-- Dry Bulb -Wet Bulb Rel.Hum - Rel.Hurn door - -Dry Bulb-Indoor --Dille nce j Winter: 32 29.92 80% n/a 70 n/a Summer: 94 77 47% 50% 75 48.06 System 2 Second Floor Outdoor Outdoor Outdoor Indoor Indoor Grains! Input Data ry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 32 29.92 80% n/a 70 n/a Summer: 94 77 47% 50% 75 48.06 [Duct Sing Inputs Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data - --T-_ ---_ ----:::] Winter Summer Infiltration Specified: 0.250 AC/hr 0.250 AC/hr 95 CFM 95 CFM Infiltration Actual: 0.250 AC/hr 0.250 AC/hr Above Grade Volume: X 22.795 Cu.ft. X 22.795 Cu.ft. 5,699 Cu.ft./hr 5,699 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 95 CFM 95 CFM Total Building Ventilation: 0 CFM 0 CFM ---System 1--- Infiltration&Ventilation Sensible Gain Multiplier: 20.88 = (1.10 X 0.999 X 19.00 Summer Temp.Difference) Infiltration&Ventilation Latent Gain Multiplier: 32.65 = (0.68 X 0.999 X 48.06 Grains Difference) Infiltration&Ventilation Sensible Loss Multiplier: 41.76 = (1.10 X 0.999 X 38.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr(49 CFM) Summer Infiltration Specified: 0.250 AC/hr(49 CFM) ---System 2--- Infiltration&Ventilation Sensible Gain Multiplier: 20.88 = (1.10 X 0.999 X 19.00 Summer Temp. Difference) Infiltration&Ventilation Latent Gain Multiplier: 32.65 = (0.68 X 0.999 X 48.06 Grains Difference) Infiltration&Ventilation Sensible Loss Multiplier: 41.76 = (1.10 X 0.999 X 38.00 Winter Temp. Difference) Winter Infiltration Specked: 0.250 AC/hr(46 CFM) Summer Infiltration Specified: 0.250 AC/hr(46 CFM) Duct Load Factor Scenarios for System 1 Attic Duct Duct Surface From No. Type Description_ Location Ceiling Leakage Insulation Area MDD j 1 Supply Main Attic 16B 0.09 6 318 No 1 Return Main Attic 16B 0.15 6 118 No lNo. ctload Factor Scenarios for S m 2 tic Duct DuctSurface From Type Descrf bort Location Ceiling Leakage Insulation Area MDD 1 Supply Main Attic 16B i� 0.09 6 331 No 1 Return Main Attic 16B 0.15 6 61 No Thursday.Auaust 15.2013,4:16 PM [Rhvac-Residential 8 Light Commercial HVAC Loads Elite Software Development Inc. Home Energy Services _ --J Borders-Lot 5 Atlantic Beach FL 32233 j Jacksonville FL 32218 Page 4 -- Load Preview Report Net Rec ft' Sen Lat Net Sen Sys Sys Sys Duct Scope Ton Ton /Ton Area Gain Gain GainLoss Htg Cig Act CFM CFM CFM' Size Building 3.15 3.62 664 2,402 32,571 5,217 37,788 32,967 667 1,482 1,482 System 1 1.77 2.01 585 1,177 18,117 3,099 21,216 20,134 407 824 824 10x1 Duct Latent 697 697 Zone 1 1,177 18,117 2,402 20,519 20,134 407 824 824 10x1 1-Great Room 450 6,082 991 7,073 5,360 108 277 277 3 2-Dining/Stair 221 3,847 508 4,355 6,254 126 175 175 2-5 3-Powder 30 0 0 0 0 0 0 0 0-4 4-Kitchen Pantry 36 0 0 0 0 0 0 0 0-10 5J(itchen Z72 5,425 563 5,988 4,494 91 247 247 35 6-Study 168 2,763 340 3,103 4,027 81 126 126 1--7 System 2 1.38 1.61 763 1,225 14,454 2,118 16,572 12,832 259 658 658 100 Duct Latent 619 619 Zone 1 1,225 14,454 1,499 15,953 12,832 259 658 658 10x1 7-Landing 155 689 123 812 910 18 31 31 1-4 8-Master Bed mom 408 5,679 459 6,138 4,136 84 258 258 2--7 9-M WIC 130 1,711 232 1,943 1,897 38 78 78 1-5 10-Master Bath 108 871 96 %7 1,017 21 40 40 1-4 11-M Toilet 22 52 0 52 39 1 2 2 1-4 1243edroom 2 168 2,549 267 2816 2,146 43 116 116 1- 13-Bath 2 66 300 55 355 403 8 14 14 1- 14-Bedroom 3 168 2,604 267 2871 2,283 46 118 118 1--6 Thursday.Auaust 15.2013.4:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Borders-Lot 5 Atlantic Beach FL 32233 Jacksonville FL 32218 _ Pace 51 - -- � Duct Size Preview Roan or Minimum Maximum Rough. Design SP' Duch Duct Htg Clg Act. Duct Duct Name Velocity Velocity Factor U100 Losse Velocity Length Flow Flow Flow Size System 1 Supply Runouts Zone 1 1-Great Room 450 750 0 0.1 469.8 108 277 34 2-Dining/Stair 450 750 0 0.1 641.8 1261 175 2-5 3-Powder 450 750 0 0.1 0 0 0 0_0 4-Kitchen Pantry 450 750 0 0.1 0 09M 0 0_0 5-Kitchen 450 750 0 0.1 603.4 91 247 3_5 6-Study 450 750 0 0.1 470.4 81 126 1--7 Other Ducts in System 1 Supply Main Trunk 650 900 0 0.1 741.8 407 '>;'0J_4 824 10x1 System 2 Supply Runouts Zone 1 7-Landing 450 750 0 0.1 359.2 18 31 1-A 8-Master Bedroom 450 750 0 0.1 483.4 84 258 2--7 9-M WIC 450 750 0 0.1 570.8 38 78 1-5 10-Master Bath 450 750 0 0.1 454.1 21 40 1-A 11-M Toilet 450 750 0 0.1 26.9 1 2 1-A 12-Bedroom 2 450 750 0 0.1 590.7 43 116 1-6 13-Bath 2 450 750 0 0.1 156.6 8 14 1- 14-Bedroom 3 450 750 0 0.1 603.3 46 118 1_6 Other Ducts in System 2 Supply Main Trunk 650 900 0 0.1 728.4 2591M 658 10x1 Summary System 1 - ---- Heating Flow: 407 Cooling Flow. 824 System 2 Heating Flow: 259 Cooling Flow. 658 Thursday. August 15.2013.4:16 PM 233 Rhvac-Residential&Light Commercial HVAC Loads , Elite Software Developmer►�a6 Home Energy Services Borders-Lot 5 AU a tic Beach FL 3 Jacksonville FL 32218 P -- - - Total Building Summary Loads Component Area Sen Lat Sen Tota Description Quan Loss Gain Gain Gain 4A-6-o. Glazing-Double pane low-e(e=0.20 or less), 347.2 4,620 0 8,179 8,179 high performance,operable window,a=0.05 on surface 2,any frame,u-value 0.35,SHGC 0.35 10D-f: Glazing-French door,double pane low-e glass(e 40 456 0 994 994 =0.10),insulated fiberglass frame, u-value 0.3, SHGC 0.35 10D-f:Glazing-French door,double pane low-e glass(e 60.1 799 0 1,584 1,584 =0.10),insulated fiberglass frame,u-value 0.35, SHGC 0.35 12E-Osw:Wall-Frame, R-19 insulation in 2 x 6 stud cavity, 2326.7 6,012 0 3,386 3,386 no board insulation,siding finish,wood studs 16B-30:Roof/Ceiling-Under Attic with Insulation on Attic 1225 1,488 0 2,117 2,117 Floor(also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal,Tar and Gravel or Membrane,R-30 insulation 22A-ph:Floor-Slab on grade, No edge insulation,no 145 7,483 0 0 0 insulation below floor,any floor cover,passive, heavy moist soil 20P-19:Floor-Over open crawl space or garage, Passive, 50 95 0 35 35 R-19 blanket insulation,any cover Subtotals for structure: 20,953 0 16,295 16,295 People: 4 800 920 1,720 Equipment: 0 5,200 5,200 Lighting: - 0 0 0 Ductwork: 8,047 1,316 8,172 9,488 Infiltration:Winter CFM:95,Summer CFM:95 3,967 3,101 1,984 5,085 Ventilation:Winter CFM:0,Summer CFM:0 0 0 0 0 Total Building Load Totals: 32,967 5,217 32,571 37,788 Check Figures _ Total Building Supply CFM: 1,482 CFM Per Square ft.: 0.617 Square ft.of Room Area: 2,402 Square ft. Per Ton: 763 Volume(ft')of Cond.Space: 22,795 Binding Loads _ _ l Total Heating Required Including Ventilation Air: 32,967 Btuh 32.967 MBH Total Sensible Gain: 32,571 Btuh 86 % Total Latent Gain: 5,217 Btuh 14 % Total Cooling Required Including Ventilation Air: 37,788 Btuh 3.15 Tons(Based On Sensible+ Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. i E i I I i i Thursday.Auoust 15.2013. 4:16 PM ) Rhvac-Reside 8 Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Borders-Lot 5 Atlantic Beach FL 32233 I Jacksonville FL 32218 ge 7 --- -- Building Pie Chart - Pa Infiltration 12% Floor 23% i Building Loss Roof 5% Ductwork 24% � 32,967 ` Btuh Wall 18% Glass 18% Roof 16 jr 0% Wall 9% Infiltration 13% Building Gain Ductwork 25% 37,788 ---- Btuh Glass 28%` • People 5% Equipment 14% Thursday.Auaust 15.2013. 4:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Borders-Lot 5 Atlantic Beach FL 32233 Jacksonville,FL 32218 pa g System 1 Room Load Summar - Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens - Let - - Cig— No Name SF Btuh CFM Size Vel Btuh Btuh CFM C M ---Zone 1--- 1 Great Room 450 5,360 108 3-6 470 6,082 991 277 277 2 Dining/Stair 221 6,254 126 2-5 642 3,847 508 175 175 3 Powder 30 0 0 0-0 0 0 0 0 0 4 Kitchen Pantry 36 0 0 0-0 0 0 0 0 0 5 Kitchen 272 4,494 91 3-5 603 5,425 563 247 247 6 Study 168 4,027 81 1-7 470 2,763 340 126 126 Duct Latent 697 System 1 total 1,177 20,134 407 18,117 3,099 824 824 System 1 Main Trunk Size: 10x16 in. Velocity: 742 ft./min Loss per 100 ft.: 0.095 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.77 85%/15% 18,117 3,099 21,216 Actual: 2.00 75%/25% 18,000 6,000 24,000 [.Equlpment Data Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: 4TWB3024D1 4TWB3024D1 Indoor Model: 4TXCB025BC3 Brand: XB13 XB13 Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 7.7 HSPF 13 SEER Sound: Capacity: 23000 24000 Sensible Capacity: n/a 18,000 Btuh Latent Capacity: n/a 6,000 Btuh AHRI Reference No.: n/a 6058764 Thursday.August 15.2013. 4:16 PM rRhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc Home Energy Services Borders-Lot 5 Atlantic Beach FL 32233 Jacksonville,FL 32218 PaQe 9 —-- ---- System2 Room Load Summary Htg Min Run Run Clg Cig Min Asst Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM --Zone 1--- 7 Landing 155 910 18 1-4 359 689 123 31 31 8 Master Bedroom 408 4,136 84 2-7 483 5,679 459 258 258 9 M WIC 130 1,897 38 1-5 571 1,711 232 78 78 10 Master Bath 108 1,017 21 1-4 454 871 96 40 40 11 M Toilet 22 39 1 1-4 27 52 0 2 2 12 Bedroom 2 168 2,146 43 1-6 591 2,549 267 116 116 13 Bath 2 66 403 8 1-4 157 300 55 14 14 14 Bedroom 3 168 2,283 46 1-6 603 2,604 267 118 118 Duct Latent 619 System 2 total 1,225 12,832 259 14,454 2,118 658 658 System 2 Main Trunk Size: 10x13 in. Velocity: 728 ft./min Loss per 100 ft.: 0.102 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.38 87%/ 13% 14,454 2,118 16,572 Actual: 1.50 75%/25% 13,500 4,500 18,000 Equipment Data --� Heating System Coolina System Type: _ Air Source Heat Pump Air Source Heat Pump Model: 4TWB3018D1 4TWB3018D1 Indoor Model: 'AM4AOA18S11+TDR Brand: XB13 XB13 Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 7.7 HSPF 13 SEER Sound: Capacity: 17400 18000 Sensible Capacity: n/a 13,500 Btuh Latent Capacity: n/a 4,500 Btuh AHRI Reference No.: n/a 6325120 • Thursday.Auoust 15-2013.4:16 PM Bosco Site Information 96 Ocean Blvd,Duval Structural Engineer of Record GEOFFREY WAYNE GARTNER FILE P �. PE No.59328 — — P E X' 0 0 G Y L 7 WIND LOADING (Cd=1.6) ROOF LOADING (Cd=1.25) FLOOR LOADING (Cd=1.00) MWFRS TCLL 20 psf TCLL 40 psf 130 MPH(3 second gust)\ASCE 7-10 TCDL 07 psf TCDL 10 psf Enclosed Structure(0.18) BCLL 10 psf BCLL 00 psf Exposure C BCDL 05 psf BCDL 05 psf Occupancy Category II(Res) FBC2010 Residential/TPI-2007 Design Program: ITW VIEW v11.01.00 This Package inlcudes 56 truss designs with individual date of design NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE I NO I JOB ID TRS ID I DATE 1 960ceanBlvd F01 9/9/2013 29 960ceanBlvd J01A 9/9/2013 2 960ceanBlvd F02 9/9/2013 30 960ceanBlvd J02 9/9/2013 3 960ceanBlvd F03 9/9/2013 31 960ceanBlvd J02A 9/9/2013 4 960ceanBlvd F04 9/9/2013 32 960ceanBlvd J03 9/9/2013 5 960ceanBlvd F05 9/9/2013 33 960ceanBlvd J03A 9/9/2013 6 960ceanBlvd F07 9/9/2013 34 960ceanBlvd J04 9/9/2013 7 960ceanBlvd F08 9/9/2013 35 960ceanBlvd J04A 9/9/2013 i ga F 8 960ceanBlvd F09 9/9/2013 36 960ceanBlvd J04B 9/9/2013 9 960ceanBlvd F10 9/9/2013 37 960ceanBlvd J05 9/9/2013 10 960ceanBlvd F11 9/9/2013 38 960ceanBlvdJ06 9/9/2013 _� 11 960ceanBlvd F12 9/9/2013 39 960ceanBlvd J07 9/9/2013 Q 12 960ceanBlvd F13 9/9/2013 40 960ceanBlvd J08 9/9/2013 0 1 L0 130 0 960ceanBlvd F14 9/9/2013 41 960cean8lvd J09 9/9/2013 a 14 960ceanBlvd F15 9/9/2013 42 960ceanBlvd J10 9/9/2013 y 15 960ceanBlvd F16 9/9/2013 43 960ceanBlvd TOl 9/9/2013 '$x` 16 960ceanBlvd F17 9/9/2013 44 960ceanBlvd T02 9/9/2013 Z 1.9 g - 17 960ceanBlvd FG01 9/9/2013 45 960ceanBlvd T03 9/9/2013 � N 18 960ceanBlvd FG02 9/9/2013 46 960ceanBlvd T03A 9/9/2013 - A s 19 960ceanBlvd FG03 9/9/2013 47 960ceanBlvd T04 9/9/2013 1, •• 20 960ceanBlvd FGE01 9/9/2013 48 960ceanBlvd T05 9/9/2013 21 960ceanBlvd FGE02 9/9/2013 49 960ceanBlvd T06 9/9/2013 O ❑ gig�o. U 22 960ceanBlvd GE01 9/9/2013 50 960ceanBlvd T07 9/9/2013 23 960ceanBlvd HJ01 9/9/2013 51 960ceanBlvd T08 9/9/2013 24 960ceanBlvd HJ01A 9/9/2013 52 960ceari T09 9/9/2013 25 960ceanBlvd HJ02 9/9/2013 53 960ceanBlvd T10 9/9/2013 26 960ceanBlvd HJ03 9/9/2013 54 960ceanBlvd T11 9/9/2013 27 960ceanBlvd HJ04 9/9/2013 55 960ceanBlvd T12 9/9/2013 0-11 '101 .28 960ceanBlvd J01 9/9/2013 `0 EREK 0... Apex Technology :••'' ti'�F' ••�9 Apex Technology is a ficticious name owned by Jax Apex Technology,Inc.,a Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402 Jacksonville,FL 32224 0 4S •'� (904)821-5200 >� • The seal on this index sheet indicates acceptance of professional engineering responsibility solely T (�(� for the Truss Design Drawings listed above and attached. The suitability and use of each drawing �� )Jv' for any particualr building is the responsibility of the Building Designer,per ANSI/TPI 1-2002 i ••Q Section 2 �i� '•• D .••Q``Sb With my seal affixed to this sheet,I hereby certify that this serves as an index sheet in conformance with Rule 61G15-23.002(2)and 61G15-31.003 of the Florida Board of Professional FnCinoarc ��// X13 Job#96OCEANBLVD BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 5 07'00"00 J04B EJACK 6.00/12 Pitch 1 -Ply 1 222.80 51.00 2 388.08 145.00 3 -262.51 169.00 4 157.52 138.00 2 02'00"00 J05 EJACK 6.00/12 Pitch 1 -Ply 1 67.81 13.00 2 28.51 0.00 3 51.68 45.00 8 01'00"00 J06 JACK 6.00/12 Pitch 1 -Ply 1 35.06 2.00 2 13.85 0.00 3 25.32 18.00 8 03'00"00 J07 JACK 6.00/12 Pitch 1 -Ply 1 100.62 13.00 2 43.03 0.00 3 77.52 50.00 8 05'00"00 J08 JACK 6.00/12 Pitch 1 -Ply 1 166.25 24.00 2 71.89 0.00 3 128.39 81.00 4 07'00"00 J09 EJACK 6.00/12 Pitch 1 -Ply 1 231.89 35.00 2 100.70 0.00 3 179.04 111.00 4 02'00"00 J10 EJACK 6.00/12 Pitch 1 -Ply 1 67.81 7.00 2 28.51 0.00 3 51.68 34.00 1 29'11"00 T01 COMN 6.00/12 Pitch 1 -Ply 1 2376.77 1177.00 2 2490.38 1173.00 2 29'11"00 T02 COMN 6.00/12 Pitch 1 -Ply 1 982.00 468.00 2 982.01 468.00 10 29'11"00 T03 COMN 6.00/12 Pitch 1 -Ply 1 1078.40 288.00 2 1078.98 288.00 2 30'10"04 T03A COMN 6.00/12 Pitch 1 -Ply 1 1006.83 210.00 2 1018.82 220.00 1 29'11"00 T04 COMN 6.00/12 Pitch 1 -Ply 1 1224.78 1669.00 2 1834.85 1487.00 1 05'03"09 T05 SPEC 6.00/12 Pitch 1 -Ply 1 175.99 12.00 2 171.70 54.00 1 05'03"09 T06 SPEC 6.00/12 Pitch 1 -Ply 1 175.99 25.00 2 171.70 67.00 1 05'03"09 T07 SPEC 6.00/12 Pitch 1 -Ply 1 175.99 31.00 2 171.70 30.00 2 05'03"08 T08 SPEC 6.00/12 Pitch 1 -Ply 1 173.70 31.00 2 173.64 31.00 1 05'03"08 T09 HIPS 6.00/12 Pitch 1 -Ply 1 347.78 130.00 2 348.12 130.00 1 07'00"00 T10 COMN 6.00/12 Pitch 1 -Ply 1 449.99 169.00 2 489.67 161.00 2 15'11"00 T11 HIPS 6.00/12 Pitch 1 -Ply 1 1223.82 393.00 2 1223.81 393.00 5 15'11"00 T12 COMN 6.00/12 Pitch 1 -Ply 1 522.48 157.00 2 522.49 157.00 Page 2 of 3 1D m m y m c m C7 -n 00 --4m O) Zu Vt m A W Cf) m co °� ppp�m° � X � Op � p � � m mmm /Dm IT z m D p z c Z >o mNp Dmz cn m � - m m0 m 00 m m D O Cn m 0 m = cn C) m G) D �� x �Mmyz� �J O z mmMp_ -I 0 m m CA om N momrZ n Z m Dm D 2m0D n 7l �] c O O (� 0 '� C) (� D � 0 z m oo=oma p O �7 O m n 00 C W Zo Kz m m � c) o m z m =Z �� mD Do Oc (n G) > D A m -i o - 0 m m m z Do -1 m m D m m W O O �m 0 � D mp � m = o c � mG) p co z O - Cn m cn m = i< N 0 C �J (n S G7 m 0 D mD , c D m m -i z O r x co C/) r �, D C m0 �o D v r m m . r z 0 IT o 0 C) G) m = 0 z co o m N m � z 0 m � Cn xm x A m S D n O m m D Z {o D -0 m -� Cn Z = r C) A A x m m O m o0 �, m � � F m G) G) m o z O ,` S � o Dz , C z = C) z G) c_ mZ O < O D O Cn m � O O z 0 w O -1 m mD C x z m 0 O r 0 D 0 0 ox n = � m (zn S z D D O z 0o a C) D O S m z C) 0 <0 p x 0 z Z7 m —I zp x o, z z 0 c 00 C) � p m m vi -i Cn Cn z Zu S C �p s D � mz mD 0 � �> m Z � z me 0 < CnZ p I °moo D S O z 0 m z m S o o CA mz m -1 O - c 0 G) � D m co C, m = c Cn cn D 0 Cn r m p() * m � m -i m oD z CO�_ p�oIIW Cf) 0 D Cn cn D Z r0 n 0 Zo Z ��pm� � D m m 0 D z < C) m ' m°zDDm O O Z co �7 n z () [7 oz `� PoNmm2 Cp D O D m Cn m (2 7 F D D n z D � m z m [7 4;> C m ocziczim —� Cn m m = W z� �N�� (A :U S D S m D m �? m mm3o m 0 m C7 O C) r �{ S =D z � D, < z Cn S �n m m x Z. w - m m i D m G) z 0 O m - CA 'o N a �p D p z z -i = C m p c 0 Z Cn z7 m O r- Cn 'n 0Cn c z c �o 0 m Cn D z v m -u D C/) m * z Z o z m D cn m m m G) p z < O Cn O °0 0 <� 71 z c D z m o W m � G) Cn D C/) C/) X< CD Z W m m W G) m, Om O C f CO r W Z -i m ow DmZ m D S 0 0 Co 0 pp 0 °N �mpD C) m O G) m D m 0 `� opz' mm c z o m n oT nm N m z -� N �r c)Cf) ,_ m -i m z = z Z N o C7 z � CO � D m G zm�o O m Z Cf) G) O X 00 D z a ooNz m m G) Cn z c 0 0 z m o°m m C m C�j) ZOJ -z1 .ZmJ ppm O Ti Cmn O O %l7 Cn D D D O V� o m0 m z zo co Tl m � z m z o c) -i mm D uj D o z O �oCl) C m r- =i - 0 DC � C/) r m 0 SZ r 0 M Z �u 0 �Q -i [A D D z omm z m C) m Mm m 0 � m �J CDODD � > m z w m D Cn m D D � G) O m z � m T z m n DZ D Z —im 0 m D O O - z r m m O G) 0 - /� U' m cn o 1D S T mm 2x mm TO D Z �O 00 Z G1 n� 05-) z D D T Z0 m� O� 20 �C S_N �D O Dm �O No HIP GIRDER =m REFER TO PLACEMENT PLAN FOR NO OF PLIES MT Tm Tx Om Tm m x T= �z j0 OG) JACK m 2 x 0 m D n T S ZO OT so I <0D JACK DO Z a1 O T �p m H Op m m Z Cm mm T JACK aD O Z Z '0 L L L L C_ 0A D D D D D zb n n n n n Z c o0 z �Z T =D T Cn 'O NC m T =m� ml n� � n� �aZ. =�' M 0:1 DD = w <x C m � m � 0 � 0 � p p = Z77 p (/) p mz m X -� O n X X n z0n Cpn mIm 0c^ Or � OW (nm0W z" Z � U) CnZZ --j cn0z -{ 0� Z O = o m Z O > T z 0 oN mm O mm � G) mm <a n mz � n m - -iz p y � Z � -niz N 30O p D D m O r O m Z D c/) � ccn -n � � U) (� 0DzzC� 0 0 — � O0O � � mCrn � Zli M m R° z O R° m z -i sp V1 W zcz = W cnmc- O > 0 zG) 0 D O — m m rn Z O D ' m m m -m • D c/) /� � m / om 00 00 20 t // \ \ z( / o z z e 2 e / \ j / / \ = 2 e > S r 2 ® / /m / Sa � ED \\ c x G > / - /� x m � m / E \\ \ \ 2 / 66 \ \ \ C) \ < z \ \ / \ ® 0.1 5 / \ O Z/ 2 2 22 / f % \Z 2 \ / m / jam 2 \ \\ � \ \ \ / \\ \ \ Q� § \3-2 *j O � ¥ a \ » 00 P�A O � / » o 2 O m2 m m / / \ F _0 ® co / � f m 7 � s z > \\ \ c/) \ REFER TO GABLE END 0.- 2 \ \ / BRACING DETAIL -- _ > > 0X \\ 0 § §\ ,= g \\ \ A m > — /� G % 2; @ © z � ® 2 © ol o $ / \\ \ $ 4 j \ - / ) / % ® z gc \ mr1i cf. \\ > > \ sa / ® } © z ® _ / m > \_� 0 \ 0 \ \ / \ 2 > zo ml \ & z 2 z _ / \ \ z \ / / }{ � 4 \\ Nj o < © IaH � _ _ � � C c- / § � \ ® / / U omr- 0 \ ? m z2 > m c � C) o_ r ¥ z_ e oj § 22 / / � m 2 00 c = c / > 2 / / � � / ® � � O mor ® � � m � z / 2 = m Q , \ / \ \ // \ / e 2nem > S 9 % U) = _ I § @ / / ƒ / / 2 ® 0 oc < m p « \ % g � U) cz 0 ~ � \ > --q \ 2 9 \ « o = r @ % 0200 92 ® = p $ y % 9 \ m \ / / \ ƒ / 0 ® m c / m ® ® 2 >< � 3 m 960ceanBlvd Ply:3 SEAN:9206/T49/FLOO CUSTOM Qty: 1 FROM: DRW: 801 Wgt:0.0lbs / ... 09/05/13 T 'v C D 1 B A 18'8"4 18'8"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 15.00 Speed:NA mph Pf:NA Ce:NA VERT(LL):0.000 - - - C 7094 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL):0.000 - - - D 7422 /- /- /- !- /3.5 BCDL: 0.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 A C Min Brg Width Req= 2.6 Des Ld: 55.00 EXP:NA HORZ(TL): 0.000 A D Min Brg Width Req= 2.7 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings C&D Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.000 Load Duration:1.00 BCDL:NA psf Max BC CSI: 0.000 Maximum Bot Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Max Web CSI: 0.000 Chords Tens.Comp. C&C Dist a:NA ft Mfg Specified Camber: B-A 0 0 I:NA GCpi:NA Wind Duration:NA VIEW Ver:13.01.04.0627.14 Lumber 1.9E Microllam LVL design properties based on ICC ES ESR-1387,Reissued 1 Feb.2011. Nailnote Nail Schedule:0.131"x3",min.nails Member Rows @__"o.c.(Each Row) Repeat nailing as each layer is applied.Use equal spacing between rows and stagger nails in each row to avoid splitting. "'Warning:Fastening of plies required- Special Loads ---(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) From 15 plf at 0.00 to 15 plf at 18.69 BC- 693 Ib Conc.Load at 1.65,3.65,5.65,7.65 9.65 BC- 942 Ib Conc.Load at 1.98,3.98,5.98,7.98 9.98,11.98,13.98,15.98,17.98 BC- 847 Ib Conc.Load at 11.47 BC- 476 Ib Conc.Load at 13.36,15.36 BC- 492 Ib Conc.Load at 17.36 Additional Notes Floor Joist Header:1.750"x16.0"1.9E Microllam LVL Deflection meets U360 live and U299 total load. Creep increase factor for dead load is 1.50. The overall height of this truss excluding overhang is -109-0-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,should be used in conjunction with the architectural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rAP E X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 960ceanBlvd Ply:1 SEQN:9111/T64/SY42 CUSTOM Qty: 3 FROM: DRW: F02 Wgt:95.2lbs / ... 09/09/13 8' -I- 1'3" 8' I 2'6" (TYP) qq g c p =3X3[9] G H T P1112X4 =3X8 1112X4 =3X36 E 1112X4 =3X8 1112X4 I "v 110' =3X8 1112X4 1112X4 =3X8 O N M L K J =3X8 =3X8 17'3" 7 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.271 M 740 360 0 936 1- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.425 M 473 268 J 936 /- /- /- / /4.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.037 J - - 0 Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.058 J J Min Brg Width Req= 4.5 NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearings 0&J Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.341 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.616 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.574 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA It FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: A-B 1 0 E-F 0 -2738 l:NA GCpi:NA Plate Type(s): B-C 0-2738 F-G 0 -7738 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 C-D 0-2738 G-H 1 0 Lumber Additional Notes D-E 0-3180 Top chord 4x2 SP M-30 +2x6 continuous strongback.See detail Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 4x2 SP M-30 STRBRIBRO211 for bracing and bridging Webs 4x2 SP#3-13B recommendations. Chords Tens.Comp. Chords Tens. Comp. Lumber grades designated with"136"use design Truss must be installed as shown with top chord up. O-N 1647 0 L-K 3179 0 values approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is N-M 3179 0 K-J 1647 0 1-4-0. M-L 3180 0 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord Maximum Web Forces Per Ply(Ibs) No Size Shift Bite No Size Shift Bite [6] W3X3 1.25 R 1.25 [9] W3X3 1.25L 1.25 Webs Tens.Comp. Webs Tens. Comp. P-0 0 -10 L-E 124 -103 Purlins A-0 0 -108 E-K 0 -695 In lieu of structural panels or rigid ceiling use purlins O-B 0-1830 F-K 0 -287 to laterally brace chords as follows: B-N 1206 0 K-G 1206 0 Chord Spacing(in oc) Start(ft) End(ft) C-N 0 -287 G-J 0 -1830 TC 24 0.12 16.88 N-D 0 -695 H-J 0 -108 BC 120 0.12 16.88 Apply purlins to any chords above or below fillers D-M 124 -103 J-I 0 10 at 24"OC unless shown otherwise above. Camber Max JT VERT DEFL:LL:0.27"DL:0.19" recommended camber 1/4" End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 960ceanBlvd Ply:1 SEQN:9123/T24/SY42 CUSTOM Qty: 4 FROM: DRW: F04 Wgt:95.2 lbs I ... 09/09/13 f 8' + 1-2" I 8' 2'6"--{ .. (TYP) q g C p 3X =3X3[9) G 00^ 1112X4 =3X8 1112X4 = 3 6 E 1112X4 =3X8 1112H X4 T P I a 10, —+ =3X8 1112X4 1112X4 =3X8 O N M L K J 3X8 =3X8 17'2" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.267 M 748 360 O 932 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.418 M 478 266 J 932 /- /- I- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.036 J - - O Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.057 J J Min Brg Width Req= 3.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings O&J Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.334 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.601 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.569 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA It FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: A-B 1 0 E-F 0 -2718 I:NA GCpi:NA Plate Type(s): B-C 0-2718 F-G 0 -2718 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 C-D 0-2718 G-H 1 0 Lumber Additional Notes D-E 0-3150 Top chord 4x2 SP M-30 +2x6 continuous strongback.See detail Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 SP M-30 STRBRIBRO211 for bracing and bridging Webs 4x2 SP#3-13B recommendations. Chords Tens.Comp. Chords Tens. Comp. Lumber grades designated with"l 3B"use design Truss must be installed as shown with top chord up. O-N 1637 0 L-K 3150 0 values approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is N-M 3150 0 K-J 1637 0 Plate Shift Table 1-4-0. M-L 3150 0 JT Plate Lateral Chord JT Plate Lateral Chord Maximum Web Forces Per Ply(lbs) No Size Shift Bite No Size Shift Bite [6] W3X3 1.25 R 1.25 [9] W3X3 1.25 L 1.25 Webs Tens.Comp. Webs Tens. Comp. Purlins A-0 0 -10 L-E 124 -103 A-O 0 -107 E-K 0 -679 In lieu of structural panels or rigid ceiling use purlins O-B 0-1819 F-K 0 -286 to laterally brace chords as follows: B-N 1196 0 K-G 1196 0 Chord Spacing(in oc) Start(ft) End(ft) C-N 0 -286 G-J 0 -1819 TC 24 0.12 16.79 N-D 0 -679 H-J 0 -107 BC 120 0.12 16.79 Apply purlins to any chords above or below fillers D-M 124 -103 J-1 0 -10 at 24"OC unless shown otherwise above. Camber Max JT VERT DEFL:LL:0.27"DL:0.18" recommended camber 1/4" End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAP E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 96OceanBlvd Ply:1 SEQN:9176/T46/SY42 CUSTOM Qty: 3 FROM: DRW: F07 Wgt:70.0lbs / ... 09/09/13 5'4"8 }- 2'4" �- 5'4"8 �—2'6" (TYP) III 1103 =ff5 111103 IIIbX3 =tXS IIIOX3 T L H G 1 10' 3X4 =3X4 K J I H 3X8 =3X8 13'1" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.149 C 999 360 K 707 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.292 C 517 240 H 707 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.028 B - - K Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.055 B H Min Brg Width Req= 5.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings K&H Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.717 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.724 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.362 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: A-13 1 0 D-E 0 -1762 I:NA GCpi:NA Plate Type(s): B-C 0-1762 E-F 1 0 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 C-D 0-1775 Lumber Top chord 4x2 SP#2-13B Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 4x2 SP#2-13B Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3-13B K-J 1175 0 I-H 1175 0 Lumber grades designated with"136"use design J-1 1775 0 values approved 1/30/2013 by ALSC Purlins Maximum Web Forces Per Ply(Ibs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: L-K 0 -10 D-I 0 -244 Chord Spacing(in oc) Start(ft) End(ft) A-K 0 -106 I-E 731 0 TC 24 0.13 12.71 K-B 0-1306 E-H 0 -1306 BC 120 0.13 12.71 B-J 731 0 F-H 0 -106 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. J-C 0 -244 H-G 0 -10 End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. Additional Notes +2x6 continuous strongback.See detail STRBRIBR0211 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 96OceanBlvd Ply:1 SEAN:9204/T38/SY42 CUSTOM Qty: 1 FROM: DRW: F09 Wgt:79.81bs / ... 09/09/13 r 5'4"8 -1- 1'10"4 1 5'4"8 2'6"-� (TYP) 1115X5 =5X67[3] =34 1118X3 =JX8 111V4 TL I =n C 1 10' =3X3 =4X4[7] =3X8 3X8 ] I H G = 12'7"4 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.235 C 617 360 J 1059 /- /- /- / /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.368 C 395 240 G 847 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.038 B - - J Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.059 B G Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing J Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.920 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.745 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.601 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: A-13 0 -36 D-E 0 -2424 I:NA GCpi:NA Plate Type(s): B-C 0-2456 E-F 3 0 4.06 14 Wind Duration:NA WAVE VIEW Ver:13.01.027. C-D 0-2443 Lumber Additional Notes Top chord 4x2 SP M-31:T2 4x2 SP#2-13B: +2x6 continuous strongback.See detail Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 4x2 SP M-30 STRBRIBR0211 for bracing and bridging Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3-13B recommendations. J-1 2025 0 H-G 1441 0 Lumber grades designated with"1313"use design Truss must be installed as shown with top chord up. I-H 2443 0 values approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is Special Loads 1-4-0. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. --(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 100 plf at 0.00 to 100 plf at 12.61 A-J 156 -258 H-E 1092 0 BC-From 10 plf at 0.00 to 10 plf at 12.61 J-B 0-2193 E-G 0 -1603 PLT- 519 Ib Conc.Load at(3.83,11.29) B-I 460 0 G-F 0 -15 C-1 0 -233 F-G 0 -124 Plate Shift Table D-H 0 -361 JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [3] W5X7 4.00 L 2.75 [7] W4X4 1.25L 1.25 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -0.12 2.63 TC 24 0.13 5.13 TC 24 2.63 12.48 BC 120 0.13 12.23 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 960ceanBlvd Ply:1 SEAN:8975/T54/SY42 CUSTOM Qty: 1 FROM: DRW: F11 Wgt:50.4lb, / ... 09/09/13 9"12 2'6" (TYP) 1111X3 =3X4 1111X3 =3X4 1111X3 A B C D E T `o- J v 10' =3X3 1111X3 =3X4 I H G F =4X5 8'11"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.069 C 999 360 1 493 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.119 C 874 240 F 478 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.012 B - - I Min Brg Width Req= 3.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.023 B F Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing I Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.577 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.531 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.250 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: A-B 1 0 C-D 0 -822 I:NA GCpi:NA Plate Type(s): B-C 0 -820 D-E 0 0 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Top chord 4x2 SP#2-13B Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#2-13B I-H 738 0 G-F 819 0 Webs 4x2 SP#3-136 H-G 822 0 Lumber grades designated with"1313"use design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use pudins J-1 0 -10 H-C 60 -42 to laterally brace chords as follows: A-1 0 -100 G-D 108 -18 Chord Spacing(in oc) Start(ft) End(ft) I-B 0 -821 D-F 0 -902 TC 24 0.25 8.94 B-H 208 -16 E-F 0 -112 BC 104 0.25 8.94 Apply pudins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAPE6X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 960ceanBlvd Ply:1 SEAN:8986/T58/SY42 CUSTOM Qty: 3 FROM: DRW: F13 Wgt:29.4lbs / ... 09/09/13 f-- 2'6" } 1'10"4 -� 1111X3 =3X3 1111X3 A B C T03T- F v 10' 3X3 E D =4 5 4'8"12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.009 B 999 360 E 262 /- /- /- / /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.014 B 999 240 D 246 /- /- /- !- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 D - - E Min Brg Width Req= 3.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.002 D D Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing E Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.386 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.407 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.078 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: A-B 1 0 B-C 0 0 I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 Maximum Bot Chord Forces Per Ply(lbs) Lumber Chords Tens.Comp. Top chord 4x2 SP#2-13B E-D 253 0 Bot chord 4x2 SP#2-13B Webs 42 SP#3-13B Maximum Web Forces Per Ply(lbs) Lumber grades designated with"1313"use design Webs Tens.Comp. Webs Tens. Comp. values approved 1/30/2013 by ALSC F-E 0 -10 B-D 0 -296 Purlins A-E 0 -106 C-D 0 -69 In lieu of structural panels or rigid ceiling use purlins E-B 0 -282 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.12 4.60 BC 54 0.12 4.60 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAPE6X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 96OceanBlvd Ply:1 SEAN:8992/T47/SY42 CUSTOM Qty: 2 FROM: DRW: F15 Wgt:68.6lb, / ... 09/09/13 5'4"8 -}- 2'2" 5'3" -1 2,6" (TYP) III 1d 3 =4X5 III8(3 III f(3 =4z 5[81 111 Y3 T 5)-- K in-� 1 10' =3X4 =3X4 =3X4 I H G 3X� 12'9"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.147 D 999 360 J 705 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.288 D 521 240 G 690 / BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.025 B - - J Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.050 B G Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing J Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.717 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.723 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.371 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: A-B 1 0 D-E 0 -1758 I:NA GCpi:NA Plate Type(s): B-C 0-1757 E-F 0 0 Wind Duration:NA WAVE VIEW Ver:13.01 04 . .0627.14 C-D 0-1769 Lumber Additional Notes Top chord 4x2 SP#2-13B +2x6 continuous strongback.See detail Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 4x2 SP#2-13B STRBRIBR0211 for bracing and bridging Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3-13B recommendations. J-1 1171 0 H-G 1216 0 Lumber grades designated with"1313"use design Truss must be installed as shown with top chord up. I-H 1769 0 values approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is 1-4-0- Maximum Web Forces Per Ply(Ibs) Plate Shift Table Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite K-J 0 -10 D-H 0 -225 [8) W4X5 2.75 R 1.25 A-J 0 -106 H-E 691 0 J-B 0-1302 E-G 0 -1338 Purlins B-1 724 0 F-G 0 -106 In lieu of structural panels or rigid ceiling use purlins I-C 0 -242 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.12 12.67 BC 120 0.12 12.67 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 96OceanBlvd Ply:1 SEQN:9140/T23/SY42 CUSTOM Qty: 1 FROM: DRW: F17 Wgt:70.0 lbs I ... 09/09/13 5'4"8 2'4" -{ 5'4"8 �—2'6" (TYP) 1111' C3 =VXS IIILX3 IIIff3 =fX5 IIIdX3 T L G 1 10' =3X4 =3X4 3X8 I =3X8H 13'1" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.149 C 999 360 K 707 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.292 C 517 240 H 707 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.028 B - - K Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.055 B H Min Brg Width Req= 5.5 NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearings K&H Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.718 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.724 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.362 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12.0%(0.0%)110(0) Mfg Specified Camber: A-B 1 0 D-E 0 -1763 I:NA GCpi:NA Plate Type(s): B-C 0-1763 E-F 1 0 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 C-D 0-1775 Lumber Top chord 4x2 SP#2-13B Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 4x2 SP#2-13B Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3-13B K-J 1175 0 I-H 1175 0 Lumber grades designated with"1313"use design J-1 1775 0 values approved 1/30/2013 by ALSC Purlins Maximum Web Forces Per Ply(Ibs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: L-K 0 -10 D-1 0 -244 Chord Spacing(in oc) Start(ft) End(ft) A-K 0 -106 I-E 731 0 TC 24 0.12 12.71 K-B 0-1306 E-H 0 -1306 BC 120 0.12 12.71 B-J 731 0 F-H 0 -106 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. J-C 0 -244 H-G 0 -10 End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. Additional Notes +2x6 continuous strongback.See detail STRBRIBR0211 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAP E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 96OceanBlvd Ply:2 SEON:9197/T37/FLAT Qty: 1 FROM: DRW: FG02 Wgt:44.81bs .. / ... 09/05/13 I II 12X4 Ag D C 3'11"15 1112X4 3X3 3'11"15 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria A Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl LJ# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.001 A 999 360 D 871 /_ /_ /_ /_ /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 A 999 240 C 519 / BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 A - - D Min Brg Width Req= 3.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.000 A C Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing D Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.475 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.067 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.060 Chords Tens.Comp, C&C Dist a:NA ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: A-B 0 -13 I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Additional Notes Chords Tens.Comp. Top chord 2x6 SP#2-13B Truss must be installed as shown with top chord up. D-C 13 0 Bot chord 2x4 SP#2-13B The overall height of this truss excluding overhang is Webs 2x4 SP#3-138 1-4-0. Maximum Web Forces Per Ply(Ibs) Lumber grades designated with"1313"use design Webs Tens.Comp. Webs Tens. Comp. values approved 1/30/2013 by ALSC A-D 0 -426 B-C 0 -250 Nailnote D-B 0 0 Nail Schedule:0.131"x3",min.nails Top Chord:1 Row @ 4.50"o.c. Bot Chord:1 Row @12.00"o.c. Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 100 plf at 0.00 to 100 plf at 3.99 BC-From 10 plf at 0.00 to 10 plf at 3.99 TC- 476 Ib Conc.Load at 0.26,2.26 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 3.99 BC 48 0.00 3.99 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. The TC of this truss shall be braced with attached spans at 24"OC in lieu of structural sheathing. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAPVEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 960ceanBlvd Ply:1 SEQN:9001/T10/SY42 CUSTOM Qty: 2 FROM: DRW: FGE01 Wgt:88.8lbs / ... 09/09/13 1� 34� 1'2"8 1'2"8- 1� 28� 1'2"8 1'2"8� 1�—'2"8 128� 1'2"8- 1�28� 1'2"8� 1'2"8�y3'} AF A B C D E VV 4 H I J K L M N O T T 3XP 10' AE D AC AB AA Z Y =3 W V U T S R Q HIM 1111X3 1111X3 III 1X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 16'10" 16'10" -I Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LQ: 0.000 B 999 360 AE 74 /- /- /- /_ /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 240 Q 1753 /- /- /- /- /196 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 O - - AE Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.002 B AE Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings AE&AE Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.203 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.036 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.032 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: A-B 0 0 H-1 0 0 I:NA GCpi:NA Plate Type(s): B-C 0 0 I-J 0 0 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 C-D 0 0 J-K 0 0 Lumber Additional Notes D-E 0 0 K-L 0 0 E-F 0 0 L-M 0 0 Top chord 4x2 SP#3-13B See detail STRBRIBRO211 for bracing and bridging F-G 0 0 M-N 0 0 Bot chord 4x2 SP#3-13B recommendations. G-H 0 0 N-0 0 0 Webs 4x2 SP#3-13B Truss must be installed as shown with top chord up. Lumber grades designated with"l 3B"use design The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(Ibs) values approved 1/30/2013 by ALSC 1-4-0. Chords Tens.Comp. Chords Tens. Comp. Bracing AE-AD 0 0 X-W 0 0 Sheathing is required for any longitudinal(drag)forces. AD-AC 0 0 W-V 0 0 All connections to be designed by the building AC-AB 0 0 V-U 0 0 designer. AB-AA 0 0 U-T 0 0 Fasten rated sheathing to one face of this frame. AA-Z 0 0 T-S 0 0 Z-Y 0 0 S-R 0 0 Plating Notes Y-X 0 0 R-Q 0 0 All plates are 2X4 except as noted. Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: AF-AE 0 -9 O-Q 3 0 Chord Spacing(in oc) Start(ft) End(ft) A-AE 0 -59 Q-P 0 -8 TC 24 0.25 16.58 BC 120 0.25 16.58 Maximum Gable Forces Per Ply(Ibs) Apply purlins to any chords above or below fillers Gables Tens.Comp. Gables Tens. Comp. at 24'OC unless shown otherwise above. B-AD 0 -150 I-X 0 -133 End Vertical Attachment C-AC 0 -129 J-V 0 -133 Attach notched end vertical(s)to next end vertical D-AB 0 -134 K-U 0 -134 using(3)qty.10d box or(0.128"x3"min)gun nails E-AA 0 -133 L-T 0 -132 through wide face or(3)qty.1-1/2"leg 16-Gage 1" G-Z 0 -133 M-S 0 -139 wide(minimum)Crown staples on each narrow face. H-Y 0 -133 N-R 0 -108 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCS]1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAPVEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 960ceanBlvd Ply:1 SEQN:9068/T7/DGAB CUSTOM Qty: 2 FROM: DRW: GE01 Wgt:187.6 lbs Page 1 of 22 �. / ... 09/09/13 •,211"B 76",B 9''"10 12'11"S; 2203 22'4"8 gI 2f' 48,04 1'10"7 L 4'11"8+6'11"8711 8'11"9 010'11"8 2 14'11"8 16'11"8 18'11"81.5"2Zy'1'�"8 2 26'11"8 11 1 29'11" 1 r 2, 2. I-14"8 1.9 2' 2' 2' 2F10 1�1 I z--I 1 K=4X4 L I M 6 12 ;3X4 G H N 0 412X4(..) Itl2X4("") AG H 3X4 m co E F P Q D R C AE AF I AJ S ;3X3 B T =3X4(C4) 3 $3X3 =3X44] U-3X4(C4) ayo 20'4"12 =3i4_ =H0 1 = X4 AD AC AB AA Z Y X W v 2'118 2' 2' 3'0"11 3'11"13 5'10"13 3'0"11 2' 2' 2'11"8 2'118 4'11"8 6'11"8 10'0"3 14' 19'10"13 22'11"8 24'11"8 26'11"8 29'11" (NNL) (NNL) �-2-� �-2--1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.161 W 999 353 A 1075 /482 /439 /- /187 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.295 W 999 353 U 1076 /479 /438 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.065 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.118 D A Min Brg Width Req= 5.5 NCBCLL:10.00 Mean Height:24.40 ft Code/Misc Criteria Creep Factor:1.5 U Min Brg Width Req= 5.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.550 Bearings A&U Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.981 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.993 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-13 1270-1927 K-L 1322 -1665 Wind Duration:1.60 WAVE,HS VIEW Ver:13.01.04.0627.14 B-C 1270-1885 L-M 1318 -1718 Lumber Wind C-D 1357-1920 M-N 1274 -1727 To chord 2x4 SP#2-13B Wind loads based on MWFRS with additional C&C D-E 1415-1886 N-0 1267 -1733 Top E-F 1333-1819 O-P 1263 -1751 Bot chord 2x4 SP#2-13B member design. Webs 2x4 SP#3-13B F-G 1265-1750 P-0 1331 -1820 :Stack Chord SC1 2x4 SP#2-13B: Additional Notes G-H 1268-1732 Q-R 1412 -1887 :Stack Chord SC2 2x4 SP#2-13B: See DWGS A14030ENC100212&GBLLETIN0212 for H-1 1276-1725 R-S 1354 -1922 Lumber grades designated with"l 3B"use design more requirements. I-J 1320-1717 S-T 1268 -1887 values approved 1/30/2013 by ALSCJ-K 1324-1664 T-U 1269 -1929 Stacked top chord must NOT be notched or cut in Plating Notes area(NNL).Dropped top chord braced at 24"o.c. Maximum Bot Chord Forces Per Ply(Ibs) intervals.Attach stacked top chord(SC)to dropped All plates are 2X4 except as noted. top chord in notchable area using 3x4 tie-plates 24" Chords Tens.Comp. Chords Tens. Comp- (**)2 plate(s)require special positioning.Refer to o.c.Center plate on stacked/dropped chord interface, A-AD 1710-1069 Z-Y 1122 -500 scaled plate plot details for special positioning plate length perpendicular to chord length.Splice top AD-AC 1698-1054 Y-X 1699 -1052 requirements. chord in notchable area using 3x6. AC-AB 1697-1051 X-W 1698 -1048 The overall height of this truss excluding overhang is AB-AA 1698-1055 W-V 1699 -1051 Purlins 7-8-8. AA-Z 1122 -500 V-U 1711 -1065 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Maximum Web Forces Per Ply(Ibs) TC 24 -0.12 1.88 Webs Tens.Comp. Webs Tens. Comp. TC 24 023 29.44 F-AE 512 -394 K-AH 726 -482 TC 24 27.79 29.79 BC 82 -0.12 29.79 AE-AA 516 -422 AH-AI 725 -485 Apply purlins to any chords above or below fillers AA-AF 651 -414 AI-Y 652 -412 at 24"OC unless shown otherwise above. AF-AG 723 -486 Y-AJ 513 -422 AG-K 724 -483 AJ-P 506 -395 Loading Gable end supports 8"max rake overhang. Maximum Gable Forces Per Ply(Ibs) Truss passed check for 20 psf additional bottom Gables Tens.Comp. Gables Tens. Comp. chord live load in areas with 42"-high x 24"-wide clearance. C-AD 194 -142 AH-L 12 -13 D-AC 119 -61 AI-M 118 -91 E-AB 135 -196 0-AJ 65 -42 AE-G 65 -43 X-Q 136 -194 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 960ceanBlvd Ply:1 SEON:9012/T22/HIP_ CUSTOM Qty: 2 FROM: DRW: HJ01 Wgt:39.21bs / ... 09/09/13 4'11"7 9'9"5 9'i "13 4'11"7 4'9"14 8 -C 24'1"6 12 4.24 p Z-Z2X4 B N O 3X4(B2) cio 294"12 1 =4X4 D E i 9'5"11 "P r 9'5"11 9 5 9'9"13 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSl Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.023 B 999 240 A 333 /146 /- /- I- /7.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.025 B 999 180 D 344 /123 /- I- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.008 E - - C 82 /71 /- /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.016 E Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:22.68 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 7.0 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.614 D Min Brg Width Req= Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.447 C Min Brg Width Req=Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.309 Bearing A Fcperp=565psi. C&C Dist a:4.50 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Pty(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 A-B 380 -543 B-C 45 -61 Lumber Top chord 2x4 SP#2-13B Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP M-31 Webs 2x4 SP#3-13B Chords Tens.Comp. Chords Tens. Comp. Lumber grades designated with"l 3B"use design A-E 509 -346 E-D 0 0 values approved 1/30/2013 by ALSC Webs Maximum enes Per Ply(Ibs) Special Loads WebTens.Comp. -(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 2 plf at 0.00 to 2 plf at 9.77 B-E 375 -551 BC-From 2 plf at 0.00 to 2 plf at 9.77 TC- 51 Ib Conc.Load at 1.46 TC- 155 Ib Conc.Load at 4.29 TC- 257 Ib Conc.Load at 7.12 BC- 28 Ib Conc.Load at 1.46 BC- 86 Ib Conc.Load at 4.29 BC- 144 Ib Conc.Load at 7.12 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.07 0.08 TC 24 0.00 9.77 BC 75 0.07 9.77 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Additional Notes The overall height of this truss excluding overhang is 4-0-2. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAPVEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 96OceanBlvd Ply:1 SEQN:9080/T29 I HIP_ CUSTOM Qty: 2 FROM: DRW: HJ02 Wgt:8.4lbs / ... 09/09/13 12 4.24 B 217'5 3X4(B2) co A 20'4"12 C i 218117 1,18 21817 29'15 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /L1 /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 90 /28 139 /- /41 /7.1 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 38 /- /14 I- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 B B 69 /52 /25 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.002 C Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:21.43 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 7.1 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.165 C Min Brg Width Req= Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.059 B Min Brg Width Req=Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 Bearing A Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:13.01 04 0627 14 A-B 23 -58 Lumber Top chord 2x4 SP#2-13B Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2-1313 Chords Tens-Comp. Lumber grades designated with"1313"use design values approved 1/30/2013 by ALSC A-C 0 0 Special Loads -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 2 plf at 0.00 to 2 plf at 2.70 BC-From 2 plf at 0.00 to 2 plf at 2.70 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.07 0.09 TC 24 0.00 2.70 BC 31 0.07 2.70 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-6-1. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 96OceanBlvd Ply:1 SEAN:8931/T30/HIP_ CUSTOM Qty: 2 FROM: DRW: HJ04 Wgt:8.41bs / ... 09/09/13 12 4.24 B 11'2"10 N 3X4(82) co 6"10 10' C i 218117 "i8 218117 2 9'15 Loading Criteria(psq Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 90 /19 /48 /- /33 /7.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 39 /- /15 /- /- 11.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 C B 69 /40 136 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.002 C Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 7.0 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.153 C Min Brg Width Req= BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.059 B Min Brg Width Req= Load Duration:1.25 P Bearing A Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 C&C Dist a:3.00 ft FT/RT:30.0%(0.0%)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:13.01 04 0627 14 A-B 23 -54 Lumber Top chord 2x4 SP#2-13B Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2-136 Chords Tens.Comp. Lumber grades designated with"13B"use design values approved 1/30/2013 by ALSC A-C 0 0 Special Loads --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 2 plf at 0.00 to 2 plf at 2.70 BC-From 2 plf at 0.00 to 2 plf at 2.70 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.07 0.08 TC 24 0.00 2.70 BC 31 0.07 2.70 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-6-2. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray U PE No.60839 PE No.58544 PE No.71457 960ceanB]vd Ply:1 SEQN:8965/T16/JACK CUSTOM Qty: 2 FROM: DRW: J01 A W gt:3.2 lbs I ... 09/09/13 12 6 B 2X4(A1)- T 20'11"11 --fL( - A o 47 20'4"12 C 6"4 1 1"8 Loading Criteria(psl) Wind Criteria Snow Criteria(Pg,Pr in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw I Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.002 C 999 64 C 99 /21 /77 /- /20 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.004 C 999 64 C -59 /41 112 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 B - - B 26 /22 /14 /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.002 B Wind reactions based on MWFRS Mean Height:21.01 ft Code/Misc Criteria Creep Factor:1.5 C Min Brg Width Req= 3.5 NCBCLL:10.00 9 - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.039 C Min Brg Width Req=B Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.065 Bearing C Fcperp=565psi. Spacing:24.0 MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 C&C Dist a:3.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 A-B 11 -34 Lumber Top chord 2x4 SP#3-136 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#3-136 Chords Tens.Comp. Lumber grades designated with"'I 3B"use design values approved 1/30/2013 by ALSC A-C 54 -7 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 1.00 BC 12 0.00 1.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 0-10-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include SCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer fAPEX Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray mi PE No.60839 PE No.58544 PE No.71457 960ceanBlvd Ply:1 SEAN:8968/T13/JACK CUSTOM Qty: 2 FROM: DRW: J02A Wg1:11.9lbs / ... 09/09/13 12 C 6 � 21'11"11 3X4 B 3X8(C6) b 2X4(C6) A a 77 20'4"12 4� l 3' "18 r 3, "8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.006 B 999 224 A 127 125 /78 /- /65 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.010 B 999 180 D 31 /3 /14 /- /- /1.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.005 B - - C 57 152 /31 I- /- /1.5 HORZ(TL): 0.008 B Wind reactions based on MWFRS Des Ld: 32.00 EXP:C Mean Height:21.51 ft Code I Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 3.5 NCBCLL:10.00 g D Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.199 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.086 Bearing A Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.072 C&C Dist a:4.50 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 A B 133 186 B-C 25 49 Lumber Top chord 2x4 SP#3-13B Bot chord 2x4 SP#3-13B :Lt Slider 2x4 SP#3-13B:BLOCK LENGTH= 1.500' Lumber grades designated with"l 3B"use design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 3.00 BC 36 0.00 3.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 1-10-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rAP X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 96OceanBlvd Ply:1 SEQN:9026/T25/JACK CUSTOM Qty: 2 FROM: DRW: J03A Wgt:17.8lbs / ... 09/09/13 C 22'11"11 12 6 b 3X4 B N 3X8'C6) 2X4(C6) A T 20'4"12 L 5' r 5' 51 8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl t./# Loc R /U /Rw /Rh I RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.030 B 999 240 A 189 /44 /110 I- /ill /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.052 B 999 180 D 61 /6 /28 I- I- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.025 B - - C 106 /91 /60 /- / /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.043 B Wind reactions based on MWFRS Mean Height:22.01 it Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 3.5 NCBCLL:10.00 9 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.509 D Min Brg Width Req= - C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.302 Bearing A Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.175 C&C Dist a:4.50 It FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 A-B 234 -377 B-C 47 -89 Lumber Top chord 2x4 SP#3-13B Bot chord 2x4 SP#3-13B :Lt Slider 2x4 SP#3-13B:BLOCK LENGTH= 1.500' Lumber grades designated with"1313"use design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 5.00 BC 60 0.00 5.00 Apply pur ins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 2-10-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rAP X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 960ceanBlvd Ply:1 SEAN:9016/T12/EJAC CUSTOM Qty: 1 FROM: DRW: J04A Wgt:21.0Ibs / ... 09/09/13 B 24'0"10 12 6 (M =3X4(B2) A 3 s 20'4"12 6"10C 7' 1i$ �. 7' 711"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 232 162 /121 /- /155 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 101 /- 141 /- / /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.015 B B 179 /145 /94 /- /- /1.5 EXP:C HORZ(TL): 0.026 C Wind reactions based on MWFRS Des Ld: 32.00 A Min Brg Width Req= 5.5 NCBCLL:10.00 Mean Height:22.65 ft Code/Misc Criteria Creep Factor:1.5 C Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.747 B Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.419 Bearing A Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 A-B 80 -124 Lumber Top chord 2x4 SP#2-13B Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2-13B Chords Tens.Comp. Lumber grades designated with"1313"use design values approved 1/30/2013 by ALSC A-C 0 0 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Starl(ft) End(ft) TC 24 0.06 7.00 BC 82 0.06 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-11-6. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2 Business No..7547 4745 Sutton Pak Court,is a fictitious name owned Sui a 4Jax 02,Jacksonex lvviilllle,IFL 321224-904.821.5200 rFlorida Engineer APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 96OceanBlvd Ply:1 SEQN:9035/T3/EJAC CUSTOM Qty: 2 FROM: DRW: JO5 Wgt:6.11bs / ... 09/09/13 12 6 g 21'7"14 0 3X4(62) T A 610 420'4"12 C i 2' 1"18 (� 2. r1rr8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) loc L/defl U# Loc R /U I Rw /Rh /RL /W TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 68 /12 /34 /- 143 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 29 /- 111 I- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 B B 52 /44 /29 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.001 B Wind reactions based on MWFRS g NCBCLL:10.00 Mean Height:21.45 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 5.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.169 C Min Brg Width Req= -Load Duration:1.25 BCDL:3g Min Brg Width Req= - .0 psf TPI Std: 2007 Max BC CSI: 0.052 gearing A Fcp Width =565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 C&C Dist a:3.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 A-B 23 -65 Lumber Top chord 2x4 SP#3-13B Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#3-13B Chords Tens.Comp. Lumber grades designated with"ll 3B"use design values approved 1/30/2013 by ALSC A-C 0 0 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.06 2.00 BC 22 0.06 2.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-6-10. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rAPE6X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 960ceanBlvd Ply:1 SEQN:8941/T35/JACK CUSTOM Qty: 8 FROM: DRW: J07 Wgt:9.1lbs / ... 09/09/13 12 B g +10'9"2 0 0 3X4(62) A 9' C 3' 118 i� 3, 3' "8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 101 112 153 /- /52 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 43 /- /17 I- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 B B 78 150 /46 /- I- /1.5 EXP:C HORZ(TL):0.002 C Wind reactions based on MWFRS Des Ld: 32.00 A Min Brg Width Req= 5.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 C Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.236 B Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.127 Bearing A Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 C&C Dist a:4.50 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 A-B 35 62 Lumber Top chord 2x4 SP#3-13B Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#3-13B Chords Tens.Comp. Lumber grades designated with"1313"use design A-C 0 0 values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.06 3.00 BC 34 0.06 3.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-0-10. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include SCSI 1-03, should be used in conjunction with the architectural plans during installation. 2 Bus ness No.7547 4745 Sutton Pak Court,is a fictitious name owned Sui a 4Jax 02,Jacksonex lvviilllle,IFL 321224-904.821.5200Florida Engineer rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 96OceanBlvd Ply:1 SEAN:89351 T34 I EJAC CUSTOM Qty:4 FROM: DRW: J09 Wgt:21.0lbs / ... 09109/13 B 12'9"2 12 6 o_ 0 v 3X4(B2) A T io 9' 1 C 7' 1]$ f 7' 7'1"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 232 /35 /124 /- /123 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 101 /- /42 I- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.013 C B 179 /111111 1105 /- / /1.5 EXP:C HORZ(TL):0.026 C Wind reactions based on MWFRS Des Ld: 32.00 A Min Brg Width Req= 5.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 C Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.747 B Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.419 Bearing A Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.000 C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Pty(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 A-B 80 -120 Lumber Top chord 2x4 SP#2-13B Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2-13B Chords Tens.Comp. Lumber grades designated with"1313"use design A-C 0 0 values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.06 7.00 BC 82 0.06 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 4-0-10. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rAP X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 960ceanBlvd Ply:1 SEAN:9092/T28/COMN CUSTOM Qty: 1 FROM: DRW: T01 Wgt:149.8lbs / ... 09/09/13 7' 12'4"4 1T5" 22'11" 29'11" 7 5.4"4 5'0"12 5'6" 7, ;66X10 III C4 =p4 =6XE10 T E3 12 6 a =5X7(83)(1 F=4X4CC3� 1 A 20'4"12 K4 =4X8[10 1= 0 1 =4 [1 B2 G1 7.1••12 5'2"8 1'7"12 38"8 5'0"12 T1"12 7.1••12 12'4"4 14' 1T8"8 22'9"4 29'11" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.334 C 999 356 A 2377 /1176 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.639 C 558 356 F 2490 /1172 I- /- I- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.086 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.165 G A Min Brg Width Req= 5.5 9 NCBCLL:10.00 Mean Height:22.70 ft Code I Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 5.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.967 Bearings A&F Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.949 p Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.650 Chords Maximum ToTo C hormp. Chords Tens. Comp. C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 2266-4534 D-E 2636 -5341 Wind Duration:1.60 WAVE,HS VIEW Ver:13.01.04.0627.14 B-C 2658-5326 E-F 2220 -4628 Lumber Plate Shift Table C-D 2658-5326 Top chord 2x4 SP M-30 JT Plate Lateral Chord JT Plate Lateral Chord Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP M-31 No Size Shift Bite No Size Shift Bite Chords Tens.Com Chords Tens. Comp. :B2 2x6 SP SS Dense-13B: [10] W4X8 S 1.25 [15] W04 S 1.25 p Webs 2x4 SP#3-13B [16] W2X4 S 2.75 A-K 3947-1961 I-H 5389 -2675 :Lt Wedge 2x4 SP#3-13B: K-J 3964-1962 H-G 4078 -1937 Lumber grades designated with"13B"use design Purlins J-1 5386-2675 G-F 4056 -1934 values approved 1/30/2013 by ALSC In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Special Loads Chord Spacing(in oc) Start(ft) End(ft) Maximum Web Forces Per Ply(Ibs) SLumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC 24 0.06 29.92 Webs Tens.Comp. Webs Tens. Comp. ------pec BC 55 0.06 29.77 TC-From 56 plf at 0.00 to 56 plf at 7.00 t 24' OC unless shown otherwise above.purlins to any chords above or below fillers B-K 443 -16 D-H 500 -579 TC-From 28 pit at 7.00 to 28 plf at 22.92 aB J 1663 -850 H-E 1545 -855 TC-From 56 plf at 22.92 to 56 plf at 29.92 at 24 C-J 506 -631 G-E 555 -55 BC-From 10 pit at 0.00 to 10 plf at 7.01 Additional Notes J-D 21 -76 BC-From 5 plf at 7.01 to 5 plf at 24.56 BC-From 10 plf at 24.56 to 10 plf at 29.92 The overall height of this truss excluding overhang is TC- 261 Ib Conc.Load at 7.01 4-0-10. TC- 179 lb Conc.Load at 9.06,11.06,13.06,15.06 17.06,19.06,21.06,23.06 BC- 445 Ib Conc.Load at 7.01 BC- 101 Ib Conc.Load at 9.06,11.06,13.06,15.06 17.06,19.06,21.06,23.06 BC- 490 Ib Conc.Load at 24.56 Plating Notes (1)-plates so marked were sized using a Fabrication Tolerance of 0%and a Rotational Tolerance of 0 degrees. Wind Wind loads and reactions based on MWFRS. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 960ceanBlvd Ply:1 SEQN:90761 T681 COMN CUSTOM Qty: 10 FROM: DRW: T03 Wgt:128.8lbs .. / ... 09109/13 21'0"2 29'11" •' 8'10"14 a•1o"1a 6'0..10 6.0••10 8'10"14 C=4x4 6 12 12 05X5 B D%5X5 SO 0 m E=4X4(B2) 4X4(82)A 20'4"12 c10 =- 4 =3X4 =H 10 F 10'0"3 H 3'11"13 G 5'10"13 1991 10'0"3 14' 19'10"tg 2911" Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) Loading Criteria(psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U I Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.112 F 999 357 A 1078 /287 /436 /- /187 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.204 F 999 357 E 1079 /287 /436 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.039 F - - Ain Min Brio Width ed on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.071 F g E Min Brg Width Req= 5.5 NCBCLL: 10.00 Mean Height:24.69 ft Code/Misc Criteria Creep Factor:1.5 Bearings A&E Fcperp=565psi. Soffit: TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.936 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.549 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.501 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: A B 709 1864 C-D 807 -1735 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:13.01.04.0627.14 B-C 807-1733 D-E 709 -1865 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2-13B Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP M-31 Webs 2x4 SP#3-13B A-H 1565 -510 G-F 1092 -268 Lumber grades designated with"1313"use design H-G 1092 -268 F-E 1567 -510 values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins B-H 329 -412 C-F 732 -307 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) H-C 730 -307 F-D 329412 TC 24 0.06 29.92 TC 24 8.88 8.88 TC 24 14.96 14.96 TC 24 21.04 21.04 BC 120 0.06 29.85 BC 120 14.00 14.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 8-0-6. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2 Business No.754is a fictitious name 7 4745 Sutton Pak Coudrt,Sui a 4Jax 02,Jacksonvex viilllle,IFL 32224a 04 821t5200Florida Engineer A Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 960ceanBlvd Ply:1 SEQN:9088/T1 I COMN CUSTOM Qty: 1 FROM: DRW: Wgt:141.4lbs / ... 09/09/13 T04 7• 12'4'4 17'5" 22'11" 29'11" 7 54 4 5,0'12 5,6., - 7 . B 8 1 C4 =-3X4 - 3XX4 6X8 T12 6 p o (a) (a) 0 �* F=-6X6(B2) 5X7(82)A - a - 20'4"12 T-1 X4 11 1 1 C,4 rif K J I H 7'1"12 5'1"12 1'8"8 3'8"8 5,0,.12 7,1..12 7T'12 12'3"8 141T8' 22'9"4 29'11" Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) Loading Criteria(psf) Loc R /U /Rw /Rh /RL /W TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection 4 l C U 51efi U# TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.420 C 851 357 F 1225 /1668 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.458 C 780 357 F d re 11487 I- /- / 15.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.151 G Wind reactions based on MWFRS C HORZ(TL):0.168 G - - A Min Brg Width Req= 5.5 EXP: Des Ld: 32.00 F Min Brg Width Req= 5.5 NCBCLL: 10.00 Mean Height:22.70 ft Code I Misc Criteria Creep Factor:1.5 Bearings A&F Fcperp=565psi. Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.913 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.989 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.623 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: A B 3285 2179 D-E 3649 -3518 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:13.01.04.0627.14 B-C 3977-2886 E-F 2897 -3434 C-D 3977-21385 Lumber Purlins Top chord 2x4 SP M-30 In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP M-30 to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3-13B Chord Spacing(in oc) Start(ft) End(ft) :Lt Wedge 2x4 SP#3-13B::Rt Wedge 2x4 SP#3-13B: TC 24 0.06 29.92 A-K 1862-2861 I-H 3530 -3705 TC 24 7.00 7.00 K-J 1846-2871 H-G 2992 -2519 Lumber grades designated with"13B"use design TC 24 22.91 22.91 J-1 3530-3705 G-F 2973 -2520 values approved 1/30/2013 by ALSC BC 41 0.06 29.85 BC 41 14.00 14.00 Bracing Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(Ibs) (a)Continuous lateral bracing equally spaced on at 24' OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. member. Wind B-K 178 -399 D-H 728 -16 H-E 647 -1393 Special Loads Wind loads and reactions based on MWFRS. B-J 1269-1351 ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) C-J 478 -559 G-E 499 0 TC-From 56 pIf at 0.00 to 56 plf at 7.00 Additional Notes J-D 2 -803 TC-From 28 pIf at 7.00 to 28 plf at 22.91 The overall height of this truss excluding overhang is TC-From 56 plf at 22.91 to 56 plf at 29.92 4-0-10. BC-From 10 pIf at 0.00 to 10 plf at 7.01 BC-From 5 pIf at 7.01 to 5 plf at 22.91 BC-From 10 plf at 22.91 to 10 plf at 29.92 TC- 233 Ib Conc.Load at 7.01 TC- 158 lb Conc.Load at 9.06,11.06,13.06,14.96 TC- 179 Ib Conc.Load at 16.85,18.85,20.85 TC- 261 Ib Conc.Load at 22.91 BC--316 Ib Conc.Load at 7.01 BC--119 Ib Conc.Load at 9.06,11.06,13.06,14.96 BC- 101 Ib Conc.Load at 16.85,18.85,20.85 BC- 445 Ib Conc.Load at 22.91 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite 1101 W3X8 3.00 L 1.25 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2 Business No.75is a fictitious name owned 47 4745 Sutton Pak Court,Sui a 4Jax 02,Jacksonvilllle,Inc Fl 21224a 904.821.5200 Florida Engineer APE X Jeffrey P Arneson Derek B Murray MOMMMUM Michael G Kozlowski PE No.60839 PE No.58544 PE No.71457 960ceanBlvd Ply:1 SEQN:9047/T17/SPEC CUSTOM Qty: 1 FROM: DRW: T06 Wgt:23.8lbs / ... 09/09/13 5A1 3'10"1 5'3"9 3'10"1 1'5"8 1112X4 B 0 C 12 T 6ni Ll _I 0 in (V 3X4(B2) A 1 20'4"12 11112X4 1112X4 D 3'11"13 1'3"12 3'11"13 5'3"9 5�1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Det11CS1 Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.030 E 999 240 A 176 124 /93 /- /53 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.059 E 999 180 D 172 /66 /88 I- /- 11.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.018 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.036 B A Min Brg Width Req= 5.5 Mean Height:21.91 it Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= NCBCLL: 10.00 9 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.261 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.254 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.107 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 12 -82 B-C 24 -21 Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2-13B Bot chord 2x4 SP#2-1313 A-E 27 -35 E-D 21 -24 Webs 2x4 SP#3-13B Lumber grades designated with"136"use design Maximum Web Forces Per Ply(Ibs) values approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Purlins B-E 163 -92 C-D 74 -71 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.06 5.30 BC 62 0.06 5.30 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 2-5-10. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rAP X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 960ceanBlvd Ply:1 SEQN:9038/T6/SPEC Oty: 2 FROM: DRW: CUSTOM Wgt:22.4lbs / ... 09/09/13 T08 2712 5'3"8 27'12 27'12 12 6 B=4X4 00 T o=3X4(B2) =3X4(62) A C T4 20'4"12 1 27'12 27"12 27'12 5'3"8 Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) Loading Criteria(psf) Wind Criteria Loc R /U /Rw /Rh /RL /W TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# A 174 /30 l77 /- 133 /5.5 TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.002 D 999 240 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.005 D 999 180 C 174 /30 /77 /- I- 15.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - Wind reactions based on MWFRS HORZ(TL):0.002 D A Min Big Width Req= 5.5 Des Ld: 32EXP:C.00 C Min Brg Width Req= 5.5 NCBCLL:10.00 Mean Height:21.61 ft Code I Misc Criteria Creep Factor:1.5 Bearings A&C Fcperp=565psi. Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.072 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.065 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.028 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: A B 176 -199 B-C 176 -199 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2-13B A-D 148 -106 D-C 148 -106 Bot chord 2x4 SP#2-13B Webs 2x4 SP#3-138 Lumber grades designated with"1313"use design Maximum Web Forces Per Ply(Ibs) values approved 1/30/2013 by ALSC Webs Tens.Comp. B-D 73 0 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.06 5.29 TC 24 2.65 2.65 BC 60 0.06 5.23 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-10-8. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2 Business No..754is a fictitious name owned 7 4745 Sutton Pak Court,Sui a 4Jax 02,Jacksonvviilllle!FL 321224a 0Corporation.2 .5200 Florida Engineer eAP"EX Jeffrey P Arneson Derek B Murray Michael G Kozlowski PE No.60839 PE No.58544 PE No.71457 960ceanBlvd Ply:1 SEAN:9049 I T15/COMN Qty: 1 FROM: DRW: CUSTOM / 09/09/13 Wgt:30.8 lbs T10 5'3"8 7 5'3"8 1,80 XA4X55 1112X4 C 12 6 co 0 io 2X4(A1)A 420'4"12 E 1114X4 D 1112X4 5'5"4 11'6"12 5'5"4 7 A,Maximum Reactions(lbs) Loading Criteria(psf) Wind Criteria TES riteria(Pg,Pf in PSF) Defl/CSI Criteria Loc R /U /on I Rh I RL /W TCLL: 20.00 Wind Std: ASCE 7-10 Ct:NA CAT:NA PP Deflection in loc Udefl U# A 450 /168 /- l l 15.5 TCDL: 7.00 Speed: 130 mph Ce:NA VERT(LL): 0.173E 475 240 BCLL: 0.00 Enclosure:Closed Cs:NA VERT(TL): 0.318 E 258 180 p 490 /160 BCDL: 5.00 Risk Category:II uration:NA HORZ(LL): 0.094 B _ Wind e Brio Width Req based =M5 FRS HORZ(TL): 0.173 B g Des Ld: 32.00 EXP:C D Min Brg Width Req= - NCBCLL:10.00 Mean Height:22.09 ft Misc Criteria Creep Factor:1.5 Bearing A Fcperp=565psi. Soffit: 2.00 TCDL:4.2 psf ode: FBC 2010 RES Max TC CSI: 0.871 BCDL:3.0 psf : 2007 Max BC CSI: 0.733 Load Duration:1.25 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:0 to h/2ctors Used:Yes Max Web CSI:0.433 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:9.00 ft :30.0%(0.0%)/10(0) Mfg Specified Camber: A B 70 148 B C 25 72 GCpi:0.18 Plate ype(s): Wind Duration:1.60 WAVE I VIEW Ver:13.01.04.0627.14 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2-13B A-E 72 -26 E-D 72 -25 Bot chord 2x4 SP M-30 Webs 2x4 SP#3-13B Lumber grades designated with"'I 3B"use design Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. values approved 1/30/2013 by ALSC B-E 94 0 C-D 56 -192 Special Loads --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 56 plf at 0.00 to 56 pff at 5.29 TC-From 56 plf at 5.29 to 56 plf at 7.00 BC-From 5 plf at 0.00 to 5 plf at 7.00 BC- 172 Ib Conc.Load at 1.90,3.90,5.90 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) E 7.00) TC 24 BC 75 0.15 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 3-0-3. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1- should be used in conjunction with the architectural plans during installation. 2 BusineTechnology s No.754is a fictitious name owned 7 4745 Sutton Pak Court,Sui a 4Jax 02,Jacksonville,FL 21224-904.821.5200 Florida Engineer A® Jeffrey P Arneson Derek B Murray Michael G Kozlowski PE No.58544 PE No.71457 PE No.60839 960ceanBlvd Ply:1 SEAN:8953/T52/COMN CUSTOM Qty: 5 FROM: DRW: T12 Wgt:56.0lbs / ... 09/09/13 7'11"8 15'11" 7'11"8 7'11"8 B/z4X5(R1) 12 6 io v 3X4(BA2) =3X4(62) T 9' 7cio L 1112X4 D 7'11"8 7'11"8 7'11"8 15'11" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.009 D 999 240 A 522 /157 /244 /- /102 /5.5 BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.018 D 999 189 C 522 /157 /244 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.008 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.021 D A Min Brg Width Req= 5.5 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1. C Min Brg Width Req= 5.5 5 NCBCLL:10.00 g Bearings A&C Fcperp=565psi. Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.749 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.578 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.102 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 314 -734 B-C 314 -734 Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 Maximum Bot Chord forces Per Ply(lbs) Lumber Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2-13B Bot chord 2x4 SP#2-13B A-D 576 -181 D-C 576 -181 Webs 2x4 SP#3-13B Lumber grades designated with"1313"use design Maximum Web Forces Per Ply(Ibs) values approved 1/30/2013 by ALSC Webs Tens.Comp. Purlins B-D 267 0 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.06 15.92 TC 24 7.96 7.96 BC 120 0.06 15.85 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 4-6-6. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2 Bus ness No.7547 4745 Sutton Pak Court,is a fictitious name owned Sui a 4Jax 02,Jacksonvviilllle,IFL 321224a 904.821.5200 Florida Engineer rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 RECORDING $10.00 NO.1'I(T OF(Y)P1PIEN(TMENT Permit No. 1,1\ Folio Nt" Il If: c INDLRSICNED hereby gives notice Otat improvements%%ill he made to certain real property,caul in mcordance+lith Section 71+.1?of the Horida Statutes.flit-fulioµine inflrrmution is pruvidetl in this NOTICE OF C( MMF;NC'EMEN"I I.t)rsrriptiun of prupert) {Ir��at dc�+c•ri)rriun): p -S �h bj;tx� at Street(joh)Address: L(o 0!40 rV� 't ieneral description of improvements; rh0,, d/� 7J �'3 3.0%vncv Information (� a)Nana and xd+Ires. �Qn 4z-'� -z5 5eWW Kjz ,.( cco- , t4;I'}nn h)Ntunc and address of fcc simple titleholder(if other than owner) c)Interest in property 4.( n1r;+t1rna d 11 Name and addnxs: 12,Z35 60 U4' of � O ('l p`'�xt0'1 ✓ b1 Telephone No.:c7 03 - _ Fax No.(Opt.) 5 tiurety Information a)Name and address: Ill Amount of Bond: - c)Telephone No.: Fax No.(Opt.) h I.cnrlcr ' a)Name and address. Phone No. 7.identity of person within the State of Florida designated by owner upon whom notices or other documents may be served: a)Name and address: b)Telephone No.: —---__._ Fax No.(Opt.) 8.In addition titrhitnse►f,owner designates the following person to receive a copy of the Lienar's Notice as provided in Section 713.13(1)(b),Florida Statutes: a I Name anti address; b)Telephone No.: _ _ _ _ _Fax No.(Opt.) 9.Expiration date of Notice of Commencement(the expiration dole(s one yertt from the date of recording unler.s a different dale is specifletl);- ___ WARNING TO OWNEIR; ANY PAYMENTS MADE:BY THE.OWNER AFTER T11E EXPIRATION OF THE NOTICE OF COMMF.NCF.MFNT ARE CONSII)FRED IMPROPER PAYMF.N'I'S UNDER CHArIT14 713,PART 1,SF"'ION 713.13, FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING:TWICE FOR IMPROVEMENTS-1.0 VOUR PROPERTY. A NOTICE OF COMMFNCF.MF.NT MI IST 11F:RFCONDF.I)ANI)POC'TF:r)ON TIIM:,loll SITE AF:FORIr,'1'11F FIRST' 1NSPEICTION. 1F YOU INTEND TOO111TAIN FINANCING,CONSULT YOUR 1,ENDMaI Oil AN AT-1.014NFV REFORM: COMN•tM:NCINC WORK Oil RE.C[)Ill)INC YOUR NOTICE OF S1A'1).t+F F'1111tIt1A e�1 v� cauNrt oFrIN►r.tAs 10. Srgn.duoft w,wj 0l0wrk;('s Aullknr(011'swilDmxlor/PaointJMunagcr Prknl Name The foregoing instrumentµas ucknoµlcdged before me this r I (lily of by WS flype of authority,c.p.oMcer,trustee, Ug a Nttknes in rucf)for (Ililtlle of pall) a'I helotirof Ahtito instrioneM.Alla executed). �Iersonalty Known OK I'imiuc•ed ldcnlification Notary Signature I'ypc of Iduntilicutiun Pr++dwcil Name(print) U12 Vcriftcaliun pursuant lo'fi(uFfoo 92.25,1 luridcr Stlprtts Undel pcnnllies of)retial),I dcchoc Ilial I ha+•c rc•lill the fwcE:uinp,and hurl the facts atatrtl io itwe iruc to Ilcc hccl of my knowIrdl-c 1110 IK•lit•I WILLIAM L.POPE Notary Public,Stats of Honda yy� r \m .hin•uI N:d oral I. -. .•.....Kn•nn.n l.n ler @ ru 1,+IMyComm.Expires Oct 19,2M .. /Commission No.EE 128745 L CITY OF ATLANTIC BEACH i 800 SEMINOLE ROAD J ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00003480 Date 12/02/13 Property Address . . . . . . 96 OCEAN BLVD Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES GEN MF DISTRICT Application valuation . . . . 350000 ------------------------------------------- Application desc NEW HOME -------------------------------------------- Owner Contractor _ ------------------------ BORDERS, RONALD BOSCO BUILDING CONTRACTORS 8 SPARWHEEL LN 2158 MAY . RD. HILTON HEAD ISL SC 29928 ATLANTIC BEACH FL 32233 (9 04) 241-0320 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone ZONE ------------------- -X------------------------------------ ----- -Permit . . . . . . PLUMBING PERMIT Additional desc INSTALL 18 FIXTURES BG Sub Contractor COGBURN AND WAKEFIELD n Check Fee . 00 Permit Fee 181 . 00 Plan Ch . Issue Date . . . Valuation 0 Expiration Date . . 5/31/14 --------------------------------------- Special Notes and Comments Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . Full 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 . ) Rolloff must be mseerrtv-iced from l 11st � SStt�r7eet. PERMIT ISFA�I V�1 BL 1 Ar(�ClIZ7T�R�E WTITi- r -' uF- TL��I�BEA`C�ORD1IYANZ` S AhD THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH Ss) 800 SEMINOLE ROAD J ;r ATLANTIC BEACH, FL 32233 77, INSPECTION PHONE LINE 247-5814 fit S) Page 2 Application Number 13-00003480 Date 12/02/13 ---------------------------------------------- Special Notes and Comments 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 . *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS -------------------------------------------------- Other Fees STATE PLBG DCA SURCHARGE 2 . 72 STATE PLBG DBPR SURCHARGE 2 . 72 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- -- Permit Fee Total 181 . 00 181 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 5 .44 5 .44 . 00 . 00 Grand Total 186 .44 186 .44 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. PLUMBING PERMIT APPLICATION • T�v 1 V CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904)247-5826 Fax(904) 247-5845 JoB ADDRESS: 9(_p ©c e-"°'� a `� `� PERMrr# q $y NEW OR REPLACEMENT INSTALLATION: Project Value$ TYPE OF FUCTURE QTY TYPE OF FIXTURE QTY Bathtub 14- - Septic Tank&Pit Cloths Washer I Shower I Dishwasher I Shower Pan 1 Drinking n Slop Drain Te Compartment Sink 16 Floor SinkToilet Hose Bibs .— Urinal Kitchen Sink 1 Vacuum Breakers Lary Tray Water Connected Appliances Lavatory S Water Heater I Other Fixtures Water Treating System RE-PIPE: TYPE OF FIXTURE QTY TYPE OF FIXTURE QT f 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 ❑ Crease Interceptor(Trap) gallons(Requires 3 sets of plans) ❑ Lawn Sprinkler System-Number of Heads ❑ Well **SJR WD Well Completion Form. Completed form to be submitted to the Building Department for final inspection.** ❑ Other certi 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 sill be complied with whether specified or not The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name �j u s w N, a �–'� < <�'`f Phone Number -2`f 03 i G Plumbing Company v(Z-� rcity cePhone s27"/ FaxCo. Address: So t 1 c W JA State Zip 3 2 Lt License Holder(Print): 6,J A'-s S Certification/Registration# C F-( - Notarized Signature of License Holdworn and ribed befo Y�Q= f — 20/3 `O MARIA PIMIENTA Notary Public-state of Florida 03 f �•?My Comm.Expires Jan 26.2015 ignature of Notary Publ c '•.;�F �P.-' Commission#EE 59080 CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD N� ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00003480 Date 1/08/14 Property Address . . . . . . 96 OCEAN BLVD Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES GEN MF DISTRICT Application valuation . . . . 350000 -------------- -- ---------------------------------------------------------- Application desc NEW HOME ------------------------------------ Owner Contractor _ ____ ------------------------ BORDERS, RONALD BOSCO BUILDING CONTRACTORS 8 SPARWHEEL LN 2158 MAY . RD. HILTON HEAD ISL SC 29928 A(90L4NTIC BEACH FL 32233 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---- ----- Permit . MECHANICAL GAS PIPE PERMIT Additional desc . . Sub Contractor AEI INTERNATIONAL CORP. 00 Permit Fee 110 . 00 Plan Check Fee Valuation Issue Date Expiration Date . . 7/07/14 ----------------------- ---------- ----------------------------------------- Special Notes and Comments Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . Full 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 . ) Rolloff must be serviced from 1st Street . AND THE FLORIDA PERMIT ISFA$�1�0�,��p� 1�-�1��.�E�'��T��°►TL�TI��4�� A�C'�S BUILDING CODES. CITY OF ATLANTIC BEACH s f 800 SEMINOLE ROAD r� ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number 13-00003480 Date 1/08/14 -------------------------------- Special Notes and Comments approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ____ ---------------------------------- Other Fees STATE MECH DCA SURCHARGE 2 • • 00 STATE MECH DBPR SURCHARGE 2 . 00 _ ________ ---- Fee summary Charged Paid Credited ----Due--- . 00 _ _ ---------- ---------- - - . 00 Permit Fee Total 110 . 00 110 . 0000 00 . 00 Plan Check Total • 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 Grand Total 114 . 00 114 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904)247-5826 Fax (904) 247-5845 ,ToB ADDRESS: 9� aC eA Vita/ PExMrr# PROTECT VALUE$ 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# Air Conditioning: Unit Quantity Tons Per Unit REQUIRED Heat: Unit Quantity BTU's Per Unit _ Seer Rating Duct Systems: Total CFM REQUIRED FIRE PREVENTION Fire Sprinkler System Quantity (Requires 3 sets of plans) Fire Standpipe Quantity _ (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity _ (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets Boilers BTU's Elevators/Escalators 4LL OTHER GAS PIPING Heat Exchanger Quantity of Outlets Pumps #Vented Wall Furnaces Refrigerator Condenser BTU's #Water Heaters > Solar Collection Systems Tanks (gallons) Wells D1 HER: e94,5 .` ,� e) Im,e 64, i4 e etc 7`-" W-t't ?ermit 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 r,-ad his 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 >r 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. '3roperty Owners Name 7D z2V Sr s 0.0 -'71-~K c*71--1,,,,,,'1-? Phone Numbe/foe e99�y Ge Office Phone �Mechanical Company�ei 6l Sc o :�'o. Address: ��a 9 /?tom v e�u e City "`'/,f State d Zip License Holder (Print):Bio%ice State Certification/Registration# l 9/ Notarized Signature of License Holder � Sworn and subscribed before me this ' day of UQYI a,# 20 AIN", . Notary Public State of Florida Stephanie Renee McGuire Signature of Notary Public a My Commission FF 033716 �'Fo.h Expires 08/01/2017 CITY OF ATLANTIC BEACH 1 s 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00003480 Date 1/17/14 Property Address . . . . . . 96 OCEAN BLVD Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES GEN MF DISTRICT Application valuation . . . . 350000 ---------------------------------------------------------------------------- Application desc NEW HOME ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BORDERS, RONALD BOSCO BUILDING CONTRACTORS 8 SPARWHEEL LN 2158 MAYPORT RD. HILTON HEAD ISL SC 29928 ATLANTIC BEACH FL 32233 (904) 241-0320 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL HVAC PERMIT Additional desc . . Sub Contractor . . HAMMOND AIR CONDITIONING INC Permit Fee . . . . 127 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 7/16/14 ---------------------------------------------------------------------------- Special Notes and Comments owes for drivway permit 13-3481 no co until paid Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . Full 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. �7� t PERMIT IS � �� '1' tf`P�� >^'WI � � ITY �11HT1�� 'O>i��iYARCE��4D"ITiF F RIDA BUILDING CODES. CITY OF ATLANTIC BEACH Isi 800 SEMINOLE ROAD s) J ;r ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00003480 Date 1/17/14 --------------------------------------------- Special Notes and Comments Management . ) Rolloff must be serviced from 1st Street. 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 . *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS --------------------- ------------------------------ Other Fees . . . . . . . . . STATE MECH DCA SURCHARGE 3 . 56 STATE MECH DBPR SURCHARGE 3 . 56 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----- ---------- ---------- - Permit Fee Total 127 . 00 127 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 7 . 12 7 . 12 . 00 . 00 Grand Total 134 . 12 134 . 12 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904) 247-5826 Fax (90`4) 247-5845 /- .TOB ADDRESS: C�l� i) • I U,-,j G .V1t7� >' L Y` _PERMIT# PROJECT VALUE $ /L1 0O O NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit o2 r Heat: Unit Quantity_' _ BTU's Per Unit ; C Seer Rating J S E Duct Systems: Total CFM — REQUIRED REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION ARI# Air Conditioning: Unit Quantity Tons Per Unit REQUIRED Heat: Unit Quantity BTU's Per Unit Seer Rating Duct Systems: Total CFM REQUIRED FIRE PREVENTION Fire Sprinkler System Quantity (Requires 3 sets of plans) Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets Boilers BTU's Elevators/Escalators ALL OTHER GAS PIPING Heat Exchanger Quantity of Outlets Pumps #Vented Wall Furnaces Refrigerator Condenser BTU's # Water Heaters Solar Collection Systems Tanks (gallons) Wells OTHER: Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name 0rl(Zt, )(-) ( S Phone Number Mechanical Company ttirj� iu �C/(t�► /70)►/,'K / Office Phone39 t 1(4$2�Fal R$ Co. Address: S1 I City inc,Pwrio,It a Stater Zip License Holder(Prin �rn State Certification/Registration#0 Notarized Signature of License Holder Sworn and subscribed before me this day of 20 Signature of Notary Public 01/08/2009 08: 01 19046419838 1 PAGE 03104 01/01/2009 04:33 130dMS838 I PAGE 02/04 u EARLY POWER AGREEIV�ENT& RYME.A,SE CITY OF ATLANTIC BA,CH Electric power is requested now under the conditions and ternu of this fully executed AgmnTwrt&6telansr Jab Address: t AU4 SUM- Permit No. /8� Service Type(Circle One): Overlmd We,,the wsderflgtied Gesterol Contractor and Electrician,understand and agree 1. "Early t is dor our cortstn►ctioti meet n is nod by C and do" iw substttitic fof Vlnaf�orks p��g C cd offv=u"neyTFAt diuest be issz d om oraupwXy, wA as sucb is of the ret104 0i.the Bm tlg 1. 2. a:Cily of MIm�ic Will r�,a�p�r"Id inspe tc ion a�y Power'erielr�iming. All rough t ecnons must haeme pnor Appr-v .including meter OonneCtIML 3, v ttse of new construction, bCfore C/O fruer�iview use of the erecX"vices. _ S„cI•rxion is ex 1 3b to� y 73te uta of At e �mancaa. A via ation of this Ae yt�gll Mult in a n,rlr aiW prompt remove of ei c s� after 93wemy-four EE niece. 4. "TSsly relcm atMh03 ity the E>e clan andlor�otfdactoy lymull not octs>r before: a u( deviaa astth are MS: ed(0r ed otil ai find oU b Pan complete with=and cover,and( ng ra "Aa hwpecti ). Sesvim ion and ng is cmnok"o. Tfie el SY`` MM $h Miler can is dem entl m ed with alacefcsl check. Tentporary�nambersisplayedP >terrr►ahetn numbers aro required for CJO). 8 S. This folly completed farm is to bet submitted to the Building Depw mem by hand.Trull or fags. by Fuftre sacs,Agrwmests will oot be oveopled from those frim vivlatc any one of tht Above item. i CONT'RAGTOR DATE b PRIM'NAME ,$l tc(,`PRiCIAN -"�� DA PRINT NAME Boo Soso nole Road.AtMtic Beach Fl.32733 Phcmc:(904)247-5826 Fax:(944)147-5845 revised 013009