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1500 W Park Ter 2013 new home docs CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 ,V t Jj3 SA Application Number . . . . . 13-00003419 Date 10/30/13 Property Address . . . . . . 1500 W PARK TER Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 289700 ------------------------------------------------------------------ Application desc NEW HOME ------------------------------------------------------------------ Owner Contractor - ------------------------ ----------------------- OSSI DEVELOPMENT INC OSSI CONTRACTING LLC 1112 3RD ST. SUITE 4 13349 STONE POND DR NEPTUNE BEACH FL 32266 JACKSONVILLE FL 32224 (904) 610-3195 --- Structure Information 000 000 NEW HOUSE Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------- Permit . . . . . . SINGLE FAMILY DWELLING NEW Additional desc . . Permit Fee 1050 . 00 Plan Check Fee 525 . 00 Issue Date . . . . Valuation . . . . 289700 Expiration Date . . 4/28/14 ------------------------------------------------------------- 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 . If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from the edge of pavement to the property line . Reinforcing rods or mesh area not allowed in the PERMIT IS}APRjID*E®6NI%4a1y ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEAgjI 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00003419 Date 10/30/13 ---------------------------------------------------------------------------- Special Notes and Comments Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. *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 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 . 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 . 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 . -------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 15 . 75 DEV REVIEW-SINGLE & 2-FAM 50 . 00 ENG REV RESIDENTIAL BLD 100 . 00 STATE DBPR SURCHARGE 15 . 75 UTIL REV PRE APP >3 HRS 50 . 00 ---------------------------------------------------- Fee summary Charged Paid Credited ----Due--- ----------------- ---------- ---------- ------- Permit Fee Total 1050 . 00 1050 . 00 . 00 . 00 PERMIT IS P&MOVOeWh' iN(WCadRDANCE WfX215A. hTY OF AT12FT10%EACH ORDINANCLSOAND THE FLORIDAO 0 BUILDING CODES. CITY OF ATLANTIC BE Is) 800 SEMINOLE R D J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 3 Application Number 13-00003419 Date 10/30/13 Other Fee Total 231 . 50 231 . 50 . 00 . 00 Grand Total 1806 . 50 1806 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION !V t1 U CITY OF ATLANTIC BEACH FF LE COPY SEP 13 R . 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax(904) 247-5845 B Job Address: l 6_0 fZI ej t ,-, U•e A Permit Number: Legal Description C 4c4t.� rf ��r��" J'I I"? 3 �NE tyd AAAParcel # oor Area o q. t. w-.t 2 q.Ft Valuation of Work$ Proposed Work heated/cooled,789 ?? non-heated/cooled X S"?-70 • Class of Work (circle one): N Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/propposed structure(s) (circle one): Commercial If an existing struc}ure,is a fire sprinkler system installed? (Circle one): Yes N/A Florida Product Approval# For multiple products use prodme—ta—p—pr—ov—aFform ".,�� Describe in detail the type of work to be performed: M,!,! 4,; r 2 SAfV Property Owner Information: Name: Address: t7 5 City li( �� '�� _State ip hone O E-Mail or Fax# (Option 1) Contractor Information: Company Name:SSS' �,, ,." �1�ii,.•, �-L 4- Qualifying gent: Address: t l �L 3�,1 ${i e� , s ��' `/ City�iv.� a4lf.A State _Zip ?22 c 6 Office Phone - Q—AJob Site/Contact Number i►i,k t 3 ./n D if s 7 � State Certification/Registration C 6 G / / O/ 7 Architect Name & Phone # Oh o&_ Engineer's Name &Phone# le Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a_period of six 16)months o any time after work is commenced. I understand that separate permits must be secured for Electrics[ Work, Plumbing, Signs, Wells, Pools, furnaces, Boilers, Heaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 1 hereby certify that 1 have read and examined this application and know the same to be true and correct. All provisions o laws and ordinances governing this type ) work will be complied wit hether specified herein or not. The granting of a permit does not presume to authority to violate or cancel the provisions of any other feder st te, r Aocal law regulating construction or the performance ofconstruction. Signature of Owner Signature of Contractor �M,/ Print Name :��►.� Print Name tt _S . ,1............................._... ...................................................... Sworn to and subscribed before me Swo to and subscribed before me Wj jCOWA 20 �3 this Day of � w 20, i EE 83*41 ie : Mf COAAAAI3910M#EE83N41 0gub�t1.3016 �^ 1RffM9ab42V�tf CITY OF ATLANTIC BEACH I:Z J 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 r Application Number . . . . . 13-00100079 Date 10/09/13 Property Address . . . . . . 1500 W PARK TER Application type description DEV REV TREES/VEGETATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc TREE REMOVAL ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ OSSI DEVELOPMENT INC OSSI CONTRACTING LLC 1112 3RD ST. SUITE 4 13349 STONE POND DR NEPTUNE BEACH FL 32266 JACKSONVILLE FL 32224 (904) 610-3195 ---------------------------------------------------------------------------- Permit . . . . . . TREE PERMIT Additional desc . . Permit Fee . . . . 125 . 00 Plan Check Fee . 00 Issue Date . . . . 9/19/13 Valuation . . . . 0 Expiration Date . . 3/19/14 ---------------------------------------------------------------------------- Special Notes and Comments NEEDS TO PAY $125 . 00 .JW APPROVED TO REMOVE 32" HICKORY, 32" OAK 23" MAGNOLIA,AND 27"MAGNOLIA. PRESERVING 33 ' OAK, 26" OAK, 19" MAGNOLIA, 15" , 14" , 14 : , 11" , 11" , 10" AND 10" PALMS . APPLICANTS ARE PRESERVING 178" OF TREES AND REMOVING 114" THEREFORE NO NEED FOR TREE MITIGATION. 1500 Park Terrace: Approved to remove 32" Hickory, 32" Oak, 23" Magnolia, and 27" Magnolia. Preserving 33" Oak, 26" Oak, 19" Magnolia, 15" Magnolia, 1511 , 1411 , 14" , 1111 , 1111 , 1011 , and 10" Palms . Applicants are preserving 178" of trees and removing 11411 , therefore there is no need for tree mitigation. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 125 . 00 125 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 125 . 00 125 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 1500 PARK TERRACE Builder Name: OSSI Street: 1500 PARK TERRACE WEST Permit Office: ATLANTIC BEACH COP City, State,Zip: ATLANTIC BEACH , FL, 32233 Permit Number. FILE Owner: OSSI DEVELOPMENT Jurisdiction: J Design Location: FL,Jacksonville 4 1. New construction or existing New(From Plans) 9. Wall Types(3270.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame-Wood, Exterior R=19.0 3166.70 ftz b. Frame-Wood, Adjacent R=19.0 104.00 ftz 3. Number of units, if multiple family 1 c. N/A R= ftz 4. Number of Bedrooms 4 d. N/A R= ftz 10.Ceiling Types (1446.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic(Vented) R=30.0 1446.00 ftz 6. Conditioned floor area above grade(ftz) 2897 b. N/A R= ftz c. N/A R= ftz Conditioned floor area below grade(ftz) 0 11. Ducts R ftz 7. Windows(484.0 sqft.) Description Area a. Sup: 2nd Floor, Ret:2nd Floor,AH:2nd Floor 6 724 a. U-Factor: Dbl, U=0.47 484.00 ftz SHGC: SHGC=0.31 kBtu/hr Efficiency ftz 12. Cooling systems Y b. U-Factor: N/A a. Central Unit 48.0 SEER:13.00 SHGC: c. U-Factor: N/A ftz SHGC: 13. Heating systems kBt Efficiency 48. d. U-Factor: N/A ftz a. Electric Heat Pump 48.0 HSPF:7.70 SHGC: Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.310 14. Hot water systems a. Electric Cap:60 gallons 8. Floor Types (2895.0 sqft.) Insulation Area EF:0.940 a. Slab-On-Grade Edge Insulation R=0.0 1449.00 ftz b. Conservation features b. Floor Over Other Space R=0.0 1101.00 ftz None c. other(see details) R= 345.00 ftz 15. Credits Pstat Total Proposed Modified Loads: 43.92 PASS Glass/Floor Area: 0.167 Total Standard Reference Loads: 63.27 /''�•7v I hereby certify that the plans and specifications covered by Review of the plans and ©SHE 5T4l� this calculation are in co pli ce th the Florida Energy specifications covered by this Code. - calculation indicates compliance with the Florida Energy Code. PREPARED. Before construction is completed d ? DATE: this building will be inspected for v r compliance with Section 553.908 I hereby certify that this building s e ned, is in compliance Florida Statutes. �,�, � � with the Florida Energy Code. O OWNER/AGENT: -__ L CU BUILDING OFFICIAL: DATE: Z_s� eDATE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 9/6/2013 1:17 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 i PROJECT Title: 1500 PARK TERRACE Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2897 Lot# Owner: OSSI DEVELOPMENT Total Stories: 2 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: OSSI Rotate Angle: 0 Street: 1500 PARK TERRACE Permit Office: ATLANTIC BEACH Cross Ventilation: County: DUVAL Jurisdiction: Whole House Fan: City,State,Zip: ATLANTIC BEACH , Family Type: Single-family FL, 32233- New/Existing: New(From Plans) Comment: CLIMATE V/ IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL—JACKSONVILLE—INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Blockl 2897 28970 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 1451 14510 Yes 1 1 1 Yes Yes Yes 2 2nd Floor 1446 14460 No 2 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio 1st Floor 175 ft 0 1449 ft2 -___ 0 0 1 2 Floor over Garage 2nd Floor ___- ____ 345 ft2 19 0 0 1 3 Floor Over Other Space 2nd Floor ---- ---- 1101 ft2 0 0 0 1 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 1617 ft2 362 ft2 Medium 0.96 No 0.9 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 1446 ft2 N N 9/6/2013 1:17 PM EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) 2nd Floor 30 1446 ft2 0.11 Wood WALLS ` / Adjacent Cavity Width Height Sheathing Framing Solar Below V_ _ Ornt _ -Tn _Wall__T_ype--____ Space g_ya1ue Ft In_ Ft In Area R-Vakw Fraction -Absor. Grade°ro 1 N Exterior Frame-Wood 1st Floor 19 43 10 430.0 ft2 0.23 0.75 0 2 E Exterior Frame-Wood 1st Floor 19 38 7 10 385.8 ft2 0.23 0.75 0 3 S Exterior Frame-Wood 1st Floor 19 36 10 360.0 ft2 0.23 0.75 0 4 W Exterior Frame-Wood 1st Floor 19 44 7 10 445.8 ft2 0.23 0.75 0 5 N Exterior Frame-Wood 2nd Floor 19 33 10 330.0 ft2 0.23 0.75 0 6 E Exterior Frame-Wood 2nd Floor 19 44 6 10 445.0 ft2 0.23 0.75 0 7 S Exterior Frame-Wood 2nd Floor 19 33 10 330.0 ft2 0.23 0.75 0 8 W Exterior Frame-Wood 2nd Floor 19 44 10 440.0 ft2 0.23 0.75 0 9 S Garage Frame-Wood 1st Floor 19 7 8 56.0 ft2 0.23 0.75 0 10 E Garage Frame-Wood 1st Floor 19 6 8 48.0 ft2 0.23 0.75 0 WINDOWS Orientation shown is the entered, Proposed orientation. / Wall Overhang y # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Vinyl Low-E Double Yes 0.47 0.31 21.0 ft2 2 ft 0 in 8 ft 0 in Drapes/blinds None 2 N 1 Vinyl Low-E Double Yes 0.47 0.31 18.0 ft2 2 ft 0 in 7 ft 0 in Drapes/blinds None 3 E 2 Vinyl Low-E Double Yes 0.47 0.31 42.0 ft2 2 ft 0 in 18 ft 0 in Drapes/blinds None 4 E 2 Vinyl Low-E Double Yes 0.47 0.31 4.0 ft2 2 ft 0 in 13 ft 0 in Drapes/blinds None 5 E 2 Vinyl Low-E Double Yes 0.47 0.31 36.0 ft2 2 ft 0 in 17 ft 0 in Drapesiblinds None 6 S 3 Vinyl Low-E Double Yes 0.47 0.31 42.0 ft2 2 ft 0 in 8 ft 0 in Drapes/blinds None 7 S 3 Vinyl Low-E Double Yes 0.47 0.31 36.0 ft2 2 ft 0 in 17 ft 0 in Drapes/blinds None 8 W 4 Vinyl Low-E Double Yes 0.47 0.31 90.0 ft2 2 ft 0 in 17 ft 0 in Drapes/blinds None 9 N 5 Vinyl Low-E Double Yes 0.47 0.31 9.0 ft2 2 ft 0 in 4 ft 0 in Drapes/blinds None 10 N 5 Vinyl Low-E Double Yes 0.47 0.31 10.0 ft2 2 ft 0 in 6 ft 0 in Drapes/blinds None 11 E 6 Vinyl Low-E Double Yes 0.47 0.31 16.0 ft2 2 ft 0 in 4 ft 0 in Drapesiblinds None 12 E 6 Vinyl Low-E Double Yes 0.47 0.31 8.0 ft2 2 ft 0 in 3 ft 0 in Drapes/blinds None 13 E 6 Vinyl Low-E Double Yes 0.47 0.31 20.0 ft2 2 ft 0 in 6 ft 0 in Drapes/blinds None 14 E 6 Vinyl Low-E Double Yes 0.47 0.31 15.0 ft2 2 ft 0 in 6 ft 0 in Drapes/blinds None 15 E 6 Vinyl Low-E Double Yes 0.47 0.31 18.0 ft2 2 ft 0 in 7 ft 0 in Drapes/blinds None 16 S 7 Vinyl Low-E Double Yes 0.47 0.31 10.0 ft2 2 ft 0 in 3 ft 0 in Drapesiblinds None 17 S 7 Vinyl Low-E Double Yes 0.47 0.31 20.0 ft2 2 ft 0 in 6 ft 0 in Drapes/blinds None 18 W 8 Vinyl Low-E Double Yes 0.47 0.31 4.0 ft2 2 ft 0 in 4 ft 0 in Drapes/blinds None 19 W 8 Vinyl Low-E Double Yes 0.47 0.31 20.0 ft2 2 ft 0 in 6 ft 0 in Drapes/blinds None 20 W 8 Vinyl Low-E Double Yes 0.47 0.31 45.0 ft2 2 ft 0 in 6 ft 0 in Drapes/blinds None 9/6/2013 1:17 PM EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 739.2 ft2 0 ft2 64 ft 8 ft 19 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0005 3799.4 208.58 392.27 .474 7.869 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:7.7 48 kBtu/hr 1 Sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 13 48 kBtu/hr 1440 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.94 60 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS / ----Supply---- ----Return---- Air CFM 25 CFM25 HVAC# v # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 2nd Floor 6 724 ft2 2nd Floor 144 ft2 Default Leakage 2nd Floor (Default) (Default) 1 1 9/6/2013 1:17 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 TEMPERATURES Programable Thermostat:Y Ceiling Fans: Cooling [ ]Jan [[ ] Feb [ ]] Mar [ ] Apr [ ] May [X]Jun [X]Jul [X]Aug [X]Se [ ]Oct ix� Nov Dec Heatin (X]Jan [X] Feb f X]Mar [ ]Apr [ ] May [ ]Jun [ ]Jul [ ]Au [ ]SeP [ ]Oct Nov Dec Venting [ ]Jan [[ ] Feb [[X]]Mar [X]A r [ ] Ma [ ]Jun [ ]Jul [ ]Au [ ]Se [X]Oct Nov H Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 9/6/2013 1:17 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: 1500 PARK TERRACE WEST 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 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. 1 --_ Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 �- +accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or / other means proven to reduce heat loss except if 70%of heat from !� site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 9/6/2013 1:17 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 o � 40, o O 7 ;' a o ° o �. m U `2, A u \ i ^o cj d ° � a CO r-; o o r O J x FTy Q cd U � i+ 0. 0 U cd O -o ea _ A, C\ N ° a `� `w' A ' bn o a ° ¢' u tx bn o ° o bn 4 O czs -0 Z ^o � b � � � � � ;� •° � o i O � •� ani � � '� � .�, '� � '� v ° o F" CA Q w a a 3 Q 6� LZ+ W — N M �D r -- N M et to \.O r- 00 C� 4t a J_ V n, � N N N C a� 4r O O cc C O CS A � � a � f w o o o m o c, o 0 cn a ri ri vi o0 0� o a c�i ri vi loo en �t W) ',c r.. .-. U 'U A u 0 a � o N a "� w � J J u rte• O C O ..r O d u A � ^O J.Or a F ^ ¢ V � � 1 C U yN N cd 4 00 � '.� � S�, cC Q„ �" ►� Z U Q, � bA sem, U .� « U ', �. x .�" c� O c y cd v) U fx W a, F-+ W UO U a� 'o � � o 0 0 � 7� cl 0 O U U O ° It o U o~ o � � C's cd C) 4-4 o z Clio En H w -,:s v 4 l �7 2 0 0� 9 � � o o a a T aCd A Cd '- u FO o o ° U W a z 45 z Z W zv Cd ^" Doc#2013236802,OR BK 16526 Page 2051, Number Pages: 1 Recorded 09/13/2013 at 11:15 AM, e r1 y 013-,3W? NOTICE OF COMMENCEMENT Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING$10.00 State of '` f ax Folio No. County of (/ R Av FILE C To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTIC PC MME CEMENT./ Legal Description of property being improved: U�tlL, 2- Address Address of property being improved: General description of improvements: A}G` fee-,i_J a A:4-6 Owner: /► [ Address: 722d Owner's interest in site of the improvement: F't e- S%..Q!/G Fee Simple Titleholder(if other than owner): Name: t nContractor: 05 �J L Address: Telephone No.: Fax No: Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one (1)year from the date of recording unless a different date is specified): TH PA E FOR RECORDER'S USE ONLY OWNER �+ �KQSigned: Date: / 13 Before me this CHW day of ZoQN in the 1C,ounty of Del,State Of Florida,has personally appeared IC",.1 rp rn�ar� ktall. E 1110MPSON Notary Public at Large, State of Florida,County of Duval. W CDRSXUM#EE$39641 My commission expires: OMdur 1.2016 Personally Known: or Produced Identification: rrbL r ("SO^ DO NOT WRITE BELOW - OFFICE USE ONLY Applicable Codes: 2010 FLORIDA BUILDING DE Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date:.! 9-171 61 Development Size Habitable Space 89SE Non-Habitable Impervious area Miscellaneous Information Occupancy Group k - �3 Type of Construction Number of Stories Zoning District L Max. Occupancy Load Fire Sprinklers Required Flood Zone X Conditions/Comments: Ossi Homes ' =- , Site Information {'' I Park Terrace,Duval F1 r COPY i Structural Engineer of Record - I�f�� JEFFREY P E. 58544 4745 Sutton Park Court,Suite 402 FAPEX Jacksonville, FL 32224 �, �i�° 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 B BCDL 05 psf BCDL 05 psf Occupancy Category II(Res) FBC2010 Residential/TPI-2007 Design Program: ITW VIEW v11.01.00 This Package inlcudes 128 truss designs with individual date of design NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE 1 ParkTerrace F01 8/9/2013 29 ParkTerrace FT05 8/9/2013 57 ParkTerrace J07 8/9/2013 2 ParkTerrace F02 8/9/2013 30 ParkTerrace F1705A 8/9/2013 58 ParkTerrace J08 8/9/2013 3 ParkTerrace F03 8/9/2013 31 ParkTerrace FT06 8/9/2013 59 ParkTerrace J09 8/9/2013 4 ParkTerrace F04 8/9/2013 32 ParkTerrace FT07 8/9/2013 60 ParkTerrace J10 8/9/2013 5 ParkTerrace F05 8/9/2013 33 ParkTerrace FT08 8/9/2013 61 ParkTerrace J11 8/9/2013 6 ParkTerrace F06 8/9/2013 34 ParkTerrace FT09 8/9/2013 62 ParkTerrace J12 8/9/2013 7 ParkTerrace F07 8/9/2013 35 ParkTerrace GE01 8/9/2013 63 ParkTerrace J13 8/9/2013 8 ParkTerrace F08 8/9/2013 36 ParkTerrace GE02 8/9/2013 64 ParkTerrace J14 8/9/2013 9 ParkTerrace F09 8/9/2013 37 ParkTerrace GE03 8/9/2013 65 ParkTerrace J15 8/9/2013 10 ParkTerrace F10 8/9/2013 38 ParkTerrace GE04 8/9/2013 66 ParkTerrace J16 8/9/2013 11 ParkTerrace F11 8/9/2013 39 ParkTerrace HJ01 8/9/2013 67 ParkTerrace J17 8/9/2013 12 ParkTerrace FG1 8/9/2013 40 ParkTerrace HJOlA 8/9/2013 68 ParkTerrace J18 8/9/2013 13 ParkTerrace FG2 8/9/2013 41 ParkTerrace HJ02 8/9/2013 69 ParkTerrace J19 8/9/2013 14 ParkTerrace FG3 8/9/2013 42 ParkTerrace HJ03 8/9/2013 70 ParkTerrace J20 8/9/2013 15 ParkTerrace FG4 8/9/2013 43 ParkTerrace HJ04 8/9/2013 71 ParkTerrace J21 8/9/2013 16 ParkTerrace FG5 8/9/2013 44 ParkTerrace HJ05 8/9/2013 72 ParkTerrace J22 8/9/2013 17 ParkTerrace FG6 8/9/2013 45 ParkTerrace HJ06 8/9/2013 73 ParkTerrace J23 8/9/2013 18 ParkTerrace FG7 8/9/2013 46 ParkTerrace HJ07 8/9/2013 74 ParkTerrace J23A 8/9/2013 19 ParkTerrace FG8 8/9/2013 47 ParkTerrace HJ08 8/9/2013 75 ParkTerrace J24 8/9/2013 20 ParkTerrace FGE1 8/9/2013 48 ParkTerrace HJ09 8/9/2013 76 ParkTerrace J25 8/9/2013 21 ParkTerrace FGE2 8/9/2013 49 ParkTerrace HJ09A 8/9/2013 77 ParkTerrace J26 8/9/2013 22 ParkTerrace FGE3 8/9/2013 50 ParkTerrace J01 8/9/2013 78 ParkTerrace J27 8/9/2013 23 ParkTerrace FGE4 8/9/2013 51 ParkTerrace J02 8/9/2013 79 ParkTerrace J28 8/9/2013 24 ParkTerrace FGE5 8/9/2013 52 ParkTerrace J02A 8/9/2013 80 ParkTerrace J29 8/9/2013 25 ParkTerrace FT01 8/9/2013 53 ParkTerrace J03 8/9/2013 81 ParkTerrace J30 8/9/2013 26 ParkTerrace FT02 8/9/2013 54 ParkTerrace J04 8/9/2013 82 ParkTerrac -.tlIiI.. 8/9/2013 27 ParkTerrace FT03 8/9/2013 55 ParkTerrace J05 8/9/2013 83 ParkT J3 X9/2013 28 ParkTerrace Fr04 8/9/2013 56 ParkTerrace J06 8/9/2013 84 Parlor •• (,Ei 013 do .•� 544"o 5Apex Technology " - 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 (904 : ` )821-5200 S T jF � 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 for any particualr building is the responsibility of the Building Designer,per ANSI/TPI 1-2002 Section 2 ��IS/v :•,���1���`, 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 8/9/2013 Fnainaorc Job#PARKTERRACE BEARING INFORMATION WOODTRUSS QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 1 20'03"08 FG1 FLAT 0.00/12 Pitch 3-Ply 1 6066.83 0.00 2 1844.92 0.00 1 08'06"00 FG2 FLAT 0.00/12 Pitch 2-Ply 1 4086.79 0.00 2 3718.06 0.00 1 07'06"00 FG3 FLAT 0.00/12 Pitch 2-Ply 1 1953.43 0.00 2 2275.68 0.00 1 06'08"08 FG4 FLAT 0.00/12 Pitch 2-Ply 1 3859.94 0.00 2 5872.70 0.00 1 28'07"00 FG5 MONO 3.00/12 Pitch 3-Ply 1 2529.60 339.00 2 2077.11 305.00 1 28'07"00 FG6 COMN 3.00/12 Pitch 3-Ply 1 1912.70 152.00 2 2363.48 150.00 1 07'09"08 FG7 FLAT 0.00/12 Pitch 2-Ply 1 1513.91 0.00 2 4049.16 55.00 3 -283.61 14.00 1 02'09"08 FG8 FLAT 0.00/12 Pitch 2-Ply 1 544.00 0.00 2 789.29 0.00 3 20'03"08 FT01 COMN 3.00/12 Pitch 1 -Ply 1 1527.35 0.00 2 1142.34 0.00 1 20'03"08 FT02 COMN 3.00/12 Pitch 3-Ply 1 3148.69 0.00 2 1402.88 0.00 3 20'03"08 FT03 COMN 3.00/12 Pitch 2-Ply 1 2015.76 0.00 2 1240.82 0.00 1 20'03"08 FT04 COMN 3.00/12 Pitch 3-Ply 1 3102.32 0.00 2 1396.25 0.00 3 28'04"00 FT05 COMN 3.00/12 Pitch 2-Ply 1 1612.76 303.00 2 1396.73 233.00 1 28'04"00 FT05A COMN 3.00/12 Pitch 2-Ply 1 1613.80 304.00 2 1395.69 232.00 1 28'07"00 FT06 COMN 3.00/12 Pitch 2-Ply 1 1626.48 319.00 2 1393.76 240.00 3 28'07"00 FT07 COMN 3.00/12 Pitch 2-Ply 1 1649.23 313.00 2 1469.00 238.00 1 28'07"00 FT08 COMN 3.00/12 Pitch 3-Ply 1 2009.42 369.00 2 1804.81 290.00 2 28'07"00 FT09 COMN 3.00/12 Pitch 2-Ply 1 1398.05 274.00 2 1312.36 201.00 1 07'09"00 GE01 DGABL 6.00/12 Pitch 1 -Ply 1 694.19 161.00 1 06'09"00 GE02 DGABL 6.00/12 Pitch 1 -Ply 1 628.58 144.00 1 04'04"08 GE03 DGABL 3.00/12 Pitch 1 -Ply 1 283.59 52.00 2 88.61 24.00 1 06'04"08 GE04 DGABL 3.00/12 Pitch 1 -Ply 1 321.26 43.00 2 179.76 39.00 1 07'06"07 HJ01 HIP-JACK 4.24/12 Pitch 1 -Ply 1 220.98 44.00 2 101.74 0.00 3 139.29 43.00 1 07'06"07 HJ01A HIP_JACK 4.24/12 Pitch 1 -Ply 1 220.98 45.00 2 106.12 0.00 Page 1 of 6 Job#PARKTERRACE BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 3 02'03"08 JO8 EJACK 6.00/12 Pitch 1 -Ply 1 212.63 35.00 2 25.41 3.00 3 28.65 15.00 2 05'00"00 J09 JACK 6.00/12 Pitch 1 -Ply 1 279.26 26.00 2 66.69 0.00 3 111.29 42.00 1 04'04"00 J10 JACK 6.00/12 Pitch 1 -Ply 1 152.52 26.00 2 37.82 0.00 3 119.38 56.00 1 06'04"00 J11 JACK 6.00/12 Pitch 1 -Ply 1 217.94 35.00 2 67.82 0.00 3 175.26 87.00 1 02'04"00 J12 JACK 6.00/12 Pitch 1 -Ply 1 213.24 34.00 2 26.09 2.00 3 30.25 12.00 1 04'04"00 J13 JACK 6.00/12 Pitch 1 -Ply 1 260.19 23.00 2 56.80 0.00 3 92.96 26.00 1 06'04"00 J14 JACK 6.00/12 Pitch 1 -Ply 1 212.81 0.00 2 88.43 0.00 3 154.09 40.00 1 07'00"00 J15 EJACK 6.00/12 Pitch 1 -Ply 1 229.78 0.00 2 99.65 0.00 3 172.56 41.00 1 07'00"00 J16 EJACK 0.00/12 Pitch 1 -Ply 1 229.78 43.00 2 100.84 17.00 3 128.95 37.00 1 07'00"00 J17 JACK 0.00/12 Pitch 1 -Ply 1 229.78 56.00 2 100.52 13.00 3 129.26 31.00 1 07'00"00 J18 JACK 0.00/12 Pitch 1 -Ply 1 229.78 51.00 2 131.70 17.00 3 98.08 9.00 2 03'10"08 J19 EJACK 6.00/12 Pitch 1 -Ply 1 247.65 25.00 2 49.93 0.00 3 79.93 32.00 2 05'00"00 J20 SPEC 6.00/12 Pitch 1 -Ply 1 279.26 67.00 2 141.70 33.00 1 05'00"00 J21 JACK 6.00/12 Pitch 1 -Ply 1 272.85 51.00 2 70.36 0.00 3 103.88 47.00 4 04'00"08 J22 JACK 6.00/12 Pitch 1 -Ply 1 268.11 15.00 2 159.23 10.00 3 -179.74 188.00 2 06'00"08 J23 JACK 6.00/12 Pitch 1 -Ply 1 298.64 0.00 2 57.94 78.00 3 72.77 27.00 2 06'00"08 J23A JACK 6.00/12 Pitch 1 -Ply 1 297.69 0.00 2 83.91 87.00 3 67.56 68.00 2 07'06"08 J24 EJACK 6.00/12 Pitch 1 -Ply 1 330.61 0.00 2 103.88 36.00 Page 3 of 6 Job#PARKTERRACE BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 2 539.54 87.00 2" 16'07"00 T12 COMN 6.00/12 Pitch 1 -Ply 1 569.24 61.00 2 609.50 87.00 1 16'07"00 T13 COMN 6.00/12 Pitch 1 -Ply 1 544.37 63.00 2 544.37 86.00 1 16'07"00 T14 COMN 6.00/12 Pitch 1 -Ply 1 544.37 63.00 2 544.37 86.00 1 16'07"00 T15 COMN 6.00/12 Pitch 1 -Ply 1 544.37 63.00 2 544.37 86.00 1 26'03"00 T16 COMN 6.00/12 Pitch 2-Ply 1 2151.55 571.00 2 3727.14 920.00 1 26'03"00 T17 COMN 6.00/12 Pitch 1 -Ply 1 853.62 124.00 2 962.45 139.00 1 26'03"00 T18 COMN 6.00/12 Pitch 1 Ply 1 856.87 127.00 2 866.50 125.00 1 26'01"08 T19 COMN 0.00/12 Pitch 2-Ply 1 2075.89 535.00 2 2036.64 533.00 2 05'00"00 T20 MONO 6.00/12 Pitch 1 -Ply 1 1013.25 269.00 2 791.88 213.00 2 15'03"00 T21 COMN 6.00/12 Pitch 1 -Ply 1 500.62 127.00 2 500.62 127.00 1 15'03"00 T22 HIPS 6.00112 Pitch 1 -Ply 1 500.62 127.00 2 500.62 127.00 1 15'03"00 T23 HIPS 6.00/12 Pitch 1 -Ply 1 924.29 254.00 2 924.29 254.00 1 06'09"00 T24 COMN 6.00/12 Pitch 1 -Ply 1 813.78 222.00 2 1758.75 456.00 1 16'07"00 T25 HIPS 6.00/12 Pitch 1 -Ply 1 1113.60 244.00 2 1439.65 279.00 3 16'07"00 T26 COMN 6.00/12 Pitch 1 -Ply 1 544.02 83.00 2 637.41 90.00 2 15'03"00 T27 COMN 6.00/12 Pitch 1 -Ply 1 593.29 84.00 2 593.29 84.00 1 15'03"00 T28 COMN 6.00/12 Pitch 1 -Ply 1 815.39 207.00 2 941.07 221.00 2 07'09"00 T29 COMN 6.00/12 Pitch 1 -Ply 1 359.17 88.00 2 242.34 55.00 1 03'10"08 T30 MONO 6.00/12 Pitch 1 -Ply 1 401.00 103.00' 2 318.70 84.00 1 12'05"00 T31 FLAT 0.00/12 Pitch 2-Ply 1 3165.25 887.00 2 2884.01 849.00 2 13'11"O8 T32 COMN 6.00/12 Pitch 1 -Ply 1 891.55 447.00 2 962.52 477.00 1 40'05"00 T33 HIPS 3.00/12 Pitch 1 -Ply 1 428.17 106.00 2 2386.04 443.00 3 2379.23 440.00 4 446.39 111.00 1 40'05"00 T34 HIPS 3.00/12 Pitch 1 -Ply 1 426.43 125.00 2 1029.17 185.00 3 1029.10 184.00 Page 5 of 6 D m X MM3( 7 TI 00 --A m 6) �o U1 m W CA N W -' 2x �o;mo O x ❑ -� � W O m Z m D S D O D Z] p m (� m �-') m Do pzWmNo D m z CD m O m m m m n z m m ADO CA mO m = � ❑ Zl (� -0 OD 00 W mO rD OBD X mmyo� m ❑ O m rfi W Z °D �2moo z C� O p n x Z m DT <om>�n �1 � C T = p ❑ (7 C7 DCA nZ m� Z m3m Oma O X7 0 -0 CA O m C� 0 C � x-m _ 0o m K°m O O m m m z ❑ T 0 >0 1 m m ❑ m o W O m p m O z Nm z O O = � m ❑ � m = O (n m; � m ❑ cm � m z m � pD o (A rr-- mm -I r zz ❑ D �X o EZ p ❑ O_ m = Cl) O 1- W °m N m -{ -� ❑ Z ❑ ❑ ❑ CA -n �o CA xm x A �' � = p0 O m -1m D � x D m m m m O z = r C� m <o °o u W �7 �7 m �J O m ❑ z 0 O O �xz °°p Op ZoWp m MT C m 0 O O D ❑ ox ❑ n = m ccn = Z D D O z oD a 0 -1 O Z � Ez ❑ zp R X � z m Oz 0O ❑ O °m Z °, -j cn Z � = c U,° 0 D m z < r m D O � 0� m z � z me o ❑ < = z m? m -� O O� Z OC ❑ G) x D ❑ ❑ W m co m _ c Cn CA D ❑ Cn r m o� 0 CAS = mr m mr D � °D Z CO_ Om X O D Cl) D z Z m zODD0 O O z co D z c Cn G) ❑ o� `� A0comZ CO D O D n m Cl) m Za DDo Z D � < r z D m m O ❑ n0 m <ZZ, C v m m W O m m = O co c T o c)p m m -I .ZJ CA D W X �m�A W .Z7 = D S m D m �� mm m WWg m30 m 0 m C O C) r 2 =D Z D A x < z '� CA = m m XX z N x 5 m o -4 D m t7 z p p m -i W No w p D p z z -� m O C m C -i Z CA .Z7 r Cl) O C Z c Zo Z ❑_ o m CA D m m m D CA m ❑ Cn CA Z mti mm co n CA m my mp o O CA O ❑ 1n ED � r z z < c z m M ° m m O co O � m - O X< CCi) O p C m - W n m CA O Tl -i r - r m m p� Dw Z m Z = ❑ 'CJ W D W 'o m°rpo O D m O z v > m 0 O o>Z� „ m z ❑ m n ❑ _n m 00 2 ZEN c� z _ m .°N° O r m ❑ z = c ' A D D `, z ❑ C D m V J V J zmoo p m Z Cl) O O �J C� n D Z o o N z a m m G7 (A Z C 00 Z 171 O o o m m ❑ x m CCA ZO] ❑ ZmJ m?m -n m O O m D D D O O m z z n W o m � z m z ❑ C» m m G/1 Dc W D � � zo 'u CA C Z � _{ — 0 �1 DCA r m p = Z r ❑ fTlZ ❑ �c co D ❑ M z = C7 = - D Z Z nmO O m � m mm C) m pD C) �l - D D � z � m m z CD 03 r > -{ U� D D DD z � C) Dz D Z -01 � m C) m m n � C/) z Cn O � O O m O G7 x m C/) � ❑ mm zx Om �O >_ z �O OG) n� ON zD D_T_ z m� O, zO �c xz in z D 03 >m DO 2� �m HIP GIRDER =m REFER TO PLACEMENT PLAN FOR NO OF PLIES m� �m px Om Tm 10 Im z l 10 00 JACK mz V j X0 mD Om 2 r z0 Ox D < <o D JACK Dp T Z� N O �0 m 0 00 mZ m C� mT JACK o`" oD z <.b C_ L L C_ L 0- D D D D D b C) C) C7 C7 0 zc o0 z :Ez ZAT =D .T1 a7 Z c n NO N C m o m L C7 N x co_ CA 0 G> L CO n W 0t 0 =- m � 01: nD =; 0 � m m O 0 O C� X? 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O )OW } n / 2 - ,` q E {T / 2 \\ > > IIE Za Ow \\ \ x \ -u \\ 0 > �� O Aj \- 00� �� CD �� O¥ a » A_) O � � ƒ �3 g s C O. y 0 � » A 2 O mm 2 ® � / 6 � EO3 e < 2 co C $ 7 / e ) > \ ! — \ / \ REFER TO GABLE END 2 \ / / BRACING DETAIL -- = 2 > / xrr \) 0 % \ \ az 5 y/ \ �z J - § / — » @x \x z \ � » / o wx � \ \\ � > X / > / az me 000 = c » / ® ® z % \\ > > � / \ @ \ ® / © z ® _ ® m _> 2 _ o nn x _o � \ \ 2 / ~ / y / / \ m � z -< on _ xcc \6 z e e a 0 e 2 )$ \\ mx rn � o 6 © -u --q _ _ ® © / / / / * \ ® / 0 / / U = mr- U0 / _ m § \ � \ \_ / C) 22 / / C) m 2 oo < cont - q pe \ / / > mz \ / S. z = m gwamoe _ / / / c -0T 0 / / / 6 UE \ 3 / 9 % z } / U) « ® 2 § % 22 / \ } � f @ / \ \ j / � c / / / \ m \ m / / y 3 ® ® / < > Z M / C 2 ® mf ® ® m ® � 3 s ParkTerrace Ply:2 SEAN:9517/T361 FLOO Custom Qty: 1 FROM: DRW: B01 Wgt:0.0lbs / ... 08/09/13 T v C D 1 B A+10""2 r 18,5„ -I Loading Criteria(psq 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 L/# Loc R 1U /Rw /Rh /RL /W TCDL: 15.00 Speed: NA mph Pf:NA Ce:NA VERT(LL):0.000 - - - C 2016 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL):0.000 - - - D 2446 /- /- /- /- /5.5 BCDL: 0.00 Category:NA Snow Duration:NA HORZ(LL):0.000 - C Min Brg Width Req= 9.3 Des Ld: 55.00 EXP:NA HORZ(TL):0.000 - D Min Brg Width Req= 9.5 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: o.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) 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 4.46 From 260 plf at 4.46 to 15 plf at 4.46 From 260 plf at 4.46 to 260 plf at 18.42 221 Ib Conc.Load at 4.33 BC- 544 Ib Conc.Load at 4.46 Additional Notes Floor Joist Header:1.750"x16.0"1.9E Microllam LVL Deflection meets U360 live and U294 total load. Creep increase factor for dead load is 1.50. The overall height of this truss excluding overhang is -109-1-2. 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. 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. fAPEX 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 AWKWOMM ParkTerrace Ply:2 SEQN:9497/T105 I FLOO Custom Qty: 1 FROM: DRW: B03 Wgt:0.0lbs / ... 08/09/13 T 1 B A 10'1"2 L 11'10" I 11'10" 'i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/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: 15.00 Speed: NA mph Pf:NA Ce:NA VERT(LL):0.000 - - - C 4213 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL):0.000 - - - D 3732 /- /- /- /- /3.5 BCDL: 0.00 Category:NA Snow Duration:NA HORZ(LL):0.000 - C Min Brg Width Req= 10.4 Des Ld: 55.00 EXP:NA HORZ(TL):0.000 - D Min Brg Width Req= 10.4 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) Use equal spacing betweenrows 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 260 plf at 0.00 to 260 plf at 5.00 From 115 plf at 5.00 to 115 plf at 6.50 From 15 plf at 6.50 to 15 plf at 11.83 924 Ib Cone.Load at 5.00 BC- 527 Ib Cone.Load at 2.15,4.15 BC-1102 Ib Cone.Load at 6.06 BC-2276 Ib Cone.Load at 6.62 BC- 286 Ib Cone.Load at 7.77,9.77 BC- 232 Ib Cone.Load at 8.65,10.65 Additional Notes Floor Joist Header:1.750"x16.0"1.9E Microllam LVL Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. The overall height of this truss excluding overhang is -109-1-2. 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. 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 eAP VEX Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 ParkTerrace Ply:1 SEQN:9487/T33/SY42 Custom Qty: 1 FROM: DRW: F02 Wgt:107.8lbs / ... 08/09/13 2,6„ 1,9„8 (TYP) 1112X4 g p 1EE112X4 H aa^ QA =4X8 1112X4 =3X36 W=3X4 =3X4 1112X4 =4X8 11124 co 1 10'„2 3X8[5] =3X4 W 31 =4X4[16] P 0 N M L K 3X8 =4X8[13] 20'0"8 7 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI 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): 0.392 F 605 360 p 1104 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.613 F 387 316 K 1088 - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.054 B - - P Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.085 B K Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing P Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.650 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.694 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.751 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 F-G 0 -3948 I:NA GCpi:NA Plate Type(s): B-C 0-3023 G-H 0 -2785 Wind Duration:NA WAVE,HS I VIEW Ver:13.01.04.0627.14 C-D 0-3023 H-1 0 -2785 Lumber Additional Notes D-E 0-3948 I-J 0 0 E-F 0-3948 Top chord 4x2 SP#2-13B +2x6 continuous strongback.See detail Bot chord 4x2 SP M-30 STRBRIBRO211 for bracing and bridging Webs 4x2 SP#3-13B recommendations. Maximum Bot Chord Forces Per Ply(Ibs) Lumber grades designated with"l 3B”use design Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp. values approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is P-0 1756 0 M-L 3611 0 1-6-0. O-N 3731 0 L-K 1395 0 Plate Shift Table N-M 3611 0 JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite Maximum Web Forces Per Ply(Ibs) [5] W3X8 4.50 L 1.25 [6] W3X3 1.75 L 1.25 [13] W08 3.50 R 1.25 [16] W04 1.25 R 1.50 Webs Tens.Comp. Webs Tens. Comp. Q-P 0 -10 F-N 0 -249 Purlins A-P 0 -105 N-G 383 0 In lieu of structural panels or rigid ceiling use purlins P-B 0-2005 G-L 0 -937 to laterally brace chords as follows: B-0 1438 0 H-L 0 -250 Chord Spacing(in oc) Start(ft) End(ft) C-0 0 -244 L-I 1578 0 TC 24 0.25 20.04 O-D 0 -804 I-K 0 -1716 BC 120 0.25 20.04 Apply purlins to any chords above or below fillers D-N 247 0 J-K 0 69 at 24"OC unless shown otherwise above. Camber Max JT VERT DEFL:LL:0.39"DL:0.22" recommended camber 3/8" End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.1 28"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 APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ParkTerrace Ply:1 SEQN:9474/T104/SY42 Custom Qty: 4 FROM: DRW: F04 Wgt:110.6lbs / ... 08/09/13 7'10"8 -}- 7'l 0"8 8-}---2'l 0"8 f-2'6"--{ (TYP) g C =3X3 1112X4 =4X5 2 1112X4 =33X8 1112X4 =3X8 1112X4 H 1164 T + Jc" io 1 10'1"2 4X4[1] =4X5[4] 1112X4 =3X8 1112X4 Q P O N L K 4X4[10] =4X5 15'8"4 37"4 19'3"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/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): 0.170 O 999 360 Q 826 /_ /_ /_ /_ /_ BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.266 O 704 250 M 1233 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.024 M - - K 219 /160 /- /- /- /3.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.037 M Q Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 M Min Brg Width Req= 3.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.467 K Min Brg Width Req= 3.5 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.441 Bearings M&K Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.499 C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 A-B 0 0 E-F 0 -1914 Lumber Additional Notes B-C 0-2083 F-G 426 -104 C-D 0-2083 G-H 412 -110 Top chord 4x2 SP M-30 +2x6 continuous strongback.See detail D-E 0-1914 H-1 1 0 Bot chord 4x2 SP M-30 STRBRIBR0211 for bracing and bridging Webs 4x2 SP#3-13B recommendations. Lumber grades designated with"136"use design Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(lbs) values approved 1/30/2013 by ALSCChords Tens.Comp. Chords Tens. Comp. The overall height of this truss excluding overhang is Plate Shift Table 1-6-0. Q-P 1329 0 N-M 1021 0 P-O 2287 0 M-L 110 -412 JT Plate Lateral Chord JT Plate Lateral Chord O-N 2287 0 L-K 113 -408 No Size Shift Bite No Size Shift Bite Ill W4X4 1.25 L 1.25 [2] W4X5 2.75 L 1.25 [4] W4X5 2.25 L 1.25 [10] W4X4 1.25 R 1.25 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Purlins A-Q 0 -107 N-F 1047 0 In lieu of structural panels or rigid ceiling use purlins Q-B 0-1500 F-M 0 -1498 to laterally brace chords as follows: B-P 856 0 M-G 0 -346 Chord Spacing(in oc) Start(ft) End(ft) C-P 0 -251 L-H 0 -147 TC 24 0.00 19.04 BC 120 0.00 19.04 P-D 0 -229 H-K 465 -130 Apply purlins to any chords above or below fillers D-0 34 0 I-K 0 -129 at 24"OC unless shown otherwise above. D-N 0 -446 K-J 0 -11 E-N 0 -268 End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.1 28"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 ParkTerrace Ply:1 SEAN:9463/T70!SY42 Custom Qty: 3 FROM: DRW: F06 Wgt:88.2lb, ! ... 08/09/13 F�2'10"8--{3'j 5'4"8 T1'2"8 53" �-2,6„--� (TYP) 3X3 1111X3 III =3X C IIIff3 =3(3[9] F =ff4 1111X3 P e 1rk 10'1"2 1111X3 L 1111X3 =3X3 =3X4 =3X NIIIIX3 =4X5 K J I 59"12 9'1"12 r 14'11"8 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): 0.089 F 999 360 0 391 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.157 F 698 240 L 750 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.012 1 - - 1 527 - Des Ld: 55.00 EXP:NA HORZ(TL): 0.018 1 O Min Brg Width Req= 5.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 L Min Brg Width Req= 3.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.617 1 Min Brg Width Req= - Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.611 Bearings 0&L Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.242 C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) 1:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 A-B 1 0 E-F 0 -885 Lumber B-C 0 -484 F-G 0 -882 C-D 22 -304 G-H 0 0 Top chord 4x2 SP#2-13B D-E 22 -304 Bot chord 42 SP#2-13B Webs 42 SP#3-13B Lumber grades designated with"136"use design Maximum Bot Chord Forces Per Ply(Ibs) values approved 1/3012013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Plate Shift Table O-N 482 0 L-K 882 0 N-M 484 0 K-J 885 0 JT Plate Lateral Chord JT Plate Lateral Chord M-L 485 0 J-1 763 0 No Size Shift Bite No Size Shift Bite 191 W3X3 1.25 R 1.25 Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins P-0 0 -10 L-E 0 -791 to laterally brace chords as follows: A-0 0 -110 E-K 98 0 Chord Spacing(in oc) Start(ft) End(ft) O-B 0 -551 F-J 40 -73 TC 24 0.25 14.96 B-N 79 -18 J-G 177 0 BC 120 0.25 14.96 Apply purlins to any chords above or below fillers M-C 42 -30 G-1 0 -861 at 24"OC unless shown otherwise above. C-L 61 -358 H-1 0 -100 D-L 0 -273 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 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 1-6-0. 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 ParkTerrace Ply:1 SEQN:9451/T101/SY42 Custom Qty: 3 FROM: DRW: F08 Wgt:54.6lbs / ... 08/09/13 5'3" 1'3" 2'10"8 -{ 2'6" (NP) 1111X3 =3X63[2] 1111IX3 =33X4 1111X3 TF� Co ,0'1"2 3X3[1] =3X3 1111X3 I H GI 9'4"8 j 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): 0.097 C 999 360 J 502 /- /- /- /- /- BCDL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.175 C 626 240 G 517 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.022 B - - J Min Brg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL): 0.039 B G Min Brg Width Req= 3.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing G Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.703 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.670 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.249 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 0 C-D 0 -779 I:NA GCpi:NA Plate Type(s): B-C 0 -776 D-E 1 0 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 4x2 SP#2-136 Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#2-13B J-1 714 0 H-G 775 0 Webs 4x2 SP#3-13B I-H 779 0 Lumber grades designated with"1313"use design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Plate Shift Table Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord A-J 0 -99 H-D 122 0 No Size Shift Bite No Size Shift Bite J-B 0 -806 D-G 0 -885 [1] W3X3 1.25L 1.25 [2] W3X3 1.75L 1.25 B-1 199 -16 E-G 9 -107 1-C 55 -51 G-F 0 -10 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 9.00 BC 110 -0.12 9.00 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 1-6-0. 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 �APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ParkTerrace Ply:1 SEAN:9459/T96/SY42 Custom Qty: 2 FROM: DRW: F10 Wgt:47.6lbs / ... 08/09/13 �—2'10"8 2'0"8 2'10"8 I� 2'6" (TYP) 1111X3 =3X3 =3X3 1111X3 A B C D T20— i+i— J E io rl 110'1"2 1111X3 1111X3 I H G F =4X4 =4X4 7'9"8 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): 0.040 H 999 360 1 416 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.075 H 999 240 F 416 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.015 B - - I Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.028 B F Min Brg Width Req= 3.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings I&F Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.415 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.335 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.166 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 1 0 I:NA GCpi:NA Plate Type(s): B-C 0 -518 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 517 0 G-F 517 0 Webs 4x2 SP#3-13B H-G 518 0 Lumber grades designated with"l 3B"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 purlins J-1 0 -11 G-C 77 -17 to laterally brace chords as follows: A-1 0 -117 C-F 0 -591 Chord Spacing(in oc) Start(ft) End(ft) I-B 0 -591 D-F 0 -117 TC 24 0.12 7.42 B-H 77 -17 F-E 0 -11 BC 88 0.12 7.42 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 1-6-0. 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 eAPE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ParkTerrace Ply:3 SEQN:9550/T90/FLAT Custom Qty: 1 FROM: DRW: FG1 Wgt:315.0lbs, / ... 08/09/13 L 2'9"4 14' L 17'11"1 r 5"r 2'4"4 5'0"3 7'2"10 9'3"5 11'5"12 13'5"15 1 15'8"14 2'2"3 20'3"8 5" 2'2"15 2'2"7 2'0"11 2,2"7 2'0"31'8"14 '{142'47 3X4 T2 4X10[1] =4X4[5] =3X4 =3X4 1112X4 1112X4 =3X4[17] =3X4 =3X4[24] =4X4(26] A B C D E F G H I J 1( m W2 1U 10'1"2 jq 4X10[4] =3X4 =H0310 =3X4 =3X4 =3X4[16] =3X4 =3X4[23] =4X4[25] 11 U T S R Q P O N M 1114X52'4"12 1 2'3"15 "710 2'6"7 2'1"15 2'2"11 2'2"3 2'0"11 2'4"12 48"11 16"13 227 11'8" 13'9"15 16'0"10 18'213 20'3"8 6'3"8 911"9 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): 0.293 E 831 360 V 6067 /- /- /- /- /5-5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.544 E 447 324 L 1845 /- /- /- /- 13.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.058 A - - V Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.109 A L Min Brg Width Req= 3.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings V&L Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.523 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.966 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.757 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 0-3787 F-G 0 -3441 I:NA GCpi:NA Plate Type(s): B-C 0-4162 G-H 0 -2572 Wind Duration:NA WAVE,HS VIEW Ver:13.01.04.0627.14 C-D 0-4051 H-1 0 -2572 Lumber Purlins D-E 0-3496 I-J 0 -1866 E-F 0-3477 J-K 0 -961 Top chord 2x4 SP M-30:T2 2x4 SP#2-13B: In lieu of structural panels or rigid ceiling use purlins Bot chord 2x4 SP M-30 to laterally brace chords as follows: Webs 2x4 SP#3-138:W2 2x4 SP M-30: Chord Spacing(in oc) Start(ft) End(ft) Maximum Bot Chord Forces Per Ply(Ibs) Lumber grades designated with"1313"use design TC 24 -0.12 20.17 Chords Tens.Comp. Chords Tens. Comp. values approved 1/30/2013 by ALSC BC 120 -0.12 20.17 V-U 23 0 Q-P 3477 0 Apply purlins to any chords above or below fillers Nailnote at 24"OC unless shown otherwise above. U-T 4237 0 P-0 2681 0 Chord: The TC of this truss shall be braced with attached T-S 4145 0 O-N 1977 0 Nail dule:0.131"x3",min.nails spans at 24"OC in lieu of structural sheathing. S-R 4145 0 N-M 1097 0 Top Chord:1 Row @ 3.25"o.c. R-Q 4016 0 M-L 5 0 Bot Chord:1 Row @12.00"o.c. Additional Notes Webs :1 Row @ 4"o.c. Repeat nailing as each layer is applied.Use equal Truss must be installed as shown with top chord up. Maximum Web Forces Per Ply(Ibs) spacing between rows and stagger nails in each row The overall height of this truss excluding overhang is Webs Tens.Comp. Webs Tens. Comp. to avoid splitting. 1-6-0. A-V 0-1974 F-P 0 -319 Special Loads A-U 4174 0 P-G 1006 0 --(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) U-B 0-1918 G-O 0 465 TC-From 200 plf at 0.00 to 200 plf at 2.67 B-T 58 -310 O-1 703 0 TC-From 100 pIf at 2.67 to 100 plf at 20.29 T-C 206 -16 I-N 0 -476 BC-From 10 plf at 0.00 to 10 pIf at 20.29 C-R 61 -257 N-J 909 0 TC-5413 Ib Conc.Load at 2.67 R-D 243 -12 J-M 0 -580 D-Q 0 -774 M-K 1109 0 Plate Shift Table Q-E 215 1 K-L 0 -601 JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [1] W4X10 S 1.25 [4] W4X10 S 1.25 [5] W4X4 2.50 L 1.75 [16] W3X4 2.50 R 1.25 [17] W3X4 1.50 R 1.25 (23] W3X4 2.25 R 1.25 [24) W3X4 1.75 R 1.25 [25] W4X4 S 1.25 [26] W4X4 S 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.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 ParkTerrace Ply:2 SEQN:9495/T14/FLAT Custom Qty: 1 FROM. DRW: FG3 Wgt:86.8lbs / ... 08/08/13 2'6" 4'9"4 7'6" 2'6" 2'3"4 12'812 A 1114X4[1] 1112 X4 =3CX8 =4X4[81 W W iD W2 4X10[5]G F E 113X4 2'512 2'9„ =3X8 I 2'3"4 _ 1113 2'5"12 � 5'2"12 7'6" 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: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.019 B 999 360 H 1953 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.044 B 999 240 E 2276 /- / - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.005 A - - H Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.012 A E Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing H Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.872 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.462 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.620 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 0-1244 C-D 0 -1047 I:NA GCpi:NA Plate Type(s): B-C 0-1244 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 Lumber Purlins Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2-13B In lieu of structural panels or rigid ceiling use purlins Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2-13B to laterally brace chords as follows: H-G 72 0 F-E 74 0 Webs 2x6 SP#2-13B Chord Spacing(in oc) Start(ft) End(ft) G-F 1243 0 W2,W4,W6 2x4 SP#3-13B: TC 24 0.00 7.50 Lumber grades designated with"l 3B"use design BC 90 0.00 7.50 values approved 1/30/2013 by ALSC Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(lbs) at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. Nailnote The TC of this truss shall be braced with attached A-H 0 -954 C-F 0 -553 Nail Schedule:0.131"x3",min.nails spans at 24"OC in lieu of structural sheathing. A-G 1302 0 F-D 1102 0 Top Chord:1 Row @ 3.00"o.c. Additional Notes B-G 0 -573 D-E 0 -1118 Bot Chord:1 Row @12.00"o.c. G-C 18 0 Webs :1 Row @ 4"o.c. Truss must be installed as shown with top chord up. Use equal spacing between rows and stagger nails The overall height of this truss excluding overhang is in each row to avoid splitting. 1-6-0. Special Loads -----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 200 pit at 0.00 to 200 plf at 1.12 TC-From 340 plf at 1.12 to 340 plf at 6.84 TC-From 200 plf at 6.84 to 200 plf at 7.50 BC-From 10 plf at 0.00 to 10 plf at 7.50 TC- 841 Ib Conc.Load at 1.00 TC-1013 Ib Conc.Load at 7.04 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite ill W4X4 2.50 R 1.25 [5] W4X10 2.50L 1.25 [8] W4X4 S 1.25 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ParkTerrace Ply:3 SEAN:8971/T117/MONO Custom Qty: 1 FROM: DRW: FG5 Wgt:512.4lbs / ... 08/09/13 4'7"9 T 9'7"5 12'0A 14'3"8 16'7"9 18'11"11 21'4"11 23'11"7 28'7" Ti_'2 1 2.5„ 75„ I 2,3"4 1- 2'4"1 �- 2.4.2 2'S„ 2,6"12 3 12 T2 T�3 a8X8 =3X4[11] =3X4 =3 4 1112X4 -8X8 =3X4 -3X4[27] s6X10 C D E F G H I J K ioT A 4X5(X)B L-4X4(Al) o 11 1112X4 -4X[10] -U411 T 4 SR1 (-) QX4 -3XP4[26] -3X4[28 1112X4 �.1 1012 1.6..8 4'95 2'1"8 2'S" 2.5., 2.4.3 2'9"4 2'S" 2'S"12 2'0"12 f J 4'95 1'6'1 4'95 62 13 9'3"13 11'8"12 14'0"15 16'10"4 19'3"3 21'8"15 23'9"11 28'7" 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 L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.417 G 814 339 X 2530 /338 /328 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.993 G 341 339 L 2077 /305 /216 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.045 N - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL): 0.108 N X Min Brg Width Req= 5.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 L Min Brg Width Req= 5.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.269 Bearings X&L Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.421 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.607 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:4.50 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-B 7 -2 G-H 755 -5768 Wind Duration:1.60 WAVE,HS VIEW Ver:13.01.04.0627.14 B-C 382-3018 H-1 700 -5226 Lumber Plate Shift Table C-D 547-4366 I-J 610 -4474 D-E 678 -5397 J-K 483 -3492 Top chord 2x4 SP M-31 JT Plate Lateral Chord JT Plate Lateral Chord E-F 745-5847 K-L 338 -2420 32,T3 2x6 SP SS Dense-136: No Size Shift Bite No Size Shift Bite F-G 755-5768 L-M 7 2 Bot chord 2x6 SP SS Dense-13B [10] W4X4 S 1.25 [11] W3X4 S 1.25 Webs 2x4 SP#3-13B [12] W3X4 S 1.25 [26] W3X4 S 1.25 Lumber grades designated with"1313"use design [27] W3X4 S 1.25 [28] W3X4 2.75 R 1.25 Maximum Bot Chord Forces Per Ply(Ibs) values approved 1/30/2013 by ALSC Purlins Chords Tens.Comp. Chords Tens. Comp. Nailnote In lieu of structural panels or rigid ceiling use purlins B-W 2928 -370 R-Q 5296 -708 Nail Schedule:0.131"x3",min.nails to laterally brace chords as follows: W-V 2926 -368 Q-P 4569 -623 Top Chord:1 Row @11.25"o.c. Chord Spacing(in oc) Start(ft) End(ft) V-U 4533 -568 P-0 3621 -501 Bot Chord:1 Row @12.00"o.c. TC 24 -1.54 30.12 U-T 5495 -691 O-N 2345 -326 Webs :1 Row @ 4"o.c. BC 120 0.15 28.44 T-S 5878 -751 N-L 2346 -327 Repeat nailing as each layer is applied.Use equal Apply purlins to any chords above or below fillers S-R 5878 -751 spacing between rows and stagger nails in each row at 24' OC unless shown otherwise above. to avoid splitting. Wind Maximum Web Forces Per Ply(lbs) Special Loads Wind loads and reactions based on MWFRS. Webs Tens.Comp. Webs Tens. Comp. ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) C-W 9 -15 R-H 519 -51 TC-From 54 plf at -1.54 to 54 plf at 4.63 Additional Notes C-V 1594 -198 H-Q 30 -260 TC-From 27 plf at 4.63 to 27 pIf at 6.00 The overall height of this truss excluding overhang is V-D 77 -624 Q-1 732 -86 TC-From 214 plf at 6.00 to 214 pIf at 13.75 1-6-0. D-U 962 -123 I-P 46 -354 TC-From 27 pIf at 13.75 to 27 plf at 23.95 U-E 46 -364 P-J 950 -122 TC-From 54 plf at 23.95 to 54 plf at 30.12 E-T 392 -61 J-0 66 -477 BC-From 4 plf at -1.54 to 4 plf at 0.00 T-F 19 -116 O-K 1270 -174 BC-From 10 plf at 0.00 to 10 pIf at 6.06 F-R 0 -122 N-K 9 -8 BC-From 5 plf at 6.06 to 5 plf at 22.52 BC-From 10 pIf at 22.52 to 10 plf at 28.58 G-R 6 39 BC-From 4 pit at 28.58 to 4 pIf at 30.12 BC- 174 Ib Conc.Load at 6.06,8.06,10.06,12.06 14.06,14.52,16.52,18.52,20.52,22.52 Plating Notes (++)-This plate works for both joints covered. 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 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 ParkTerrace Ply:2 SEAN:9133/T115/FLAT Custom Qty: 1 FROM: DRW: FG7 Wgt:86.8lbs / ... 08/09/13 3'10"12 7'9"8 f 3'10"12 T 3'10"12 I A 3X3 1112X4 4= 3X3C T 10-1-2 F E D III X,2 4 3'10"12 -38 3'10"12 1112 �- 3'10"12 3'10"12 3'1 0"l 2 7'9"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 L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 240 F 1514 /- /24 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 B 999 180 E 4049 /54 /- 1- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.000 A - - D -284 /14 /- /- /- /3.5 Des Ld: 32.00 EXP:B HORZ(TL): 0.000 A Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/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: 0.535 E Min Brg Width Req= 5.5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.412 D Min Brg Width Req= 0.0 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI: 0.084 Bearings F,E,&D 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 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 0 4 B-C 0 4 Lumber Wind Top chord 2x4 SP#2-13B Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x6 SP SS Dense-13B Webs 2x4 SP#3-13B Additional Notes Chords Tens.Comp. Chords Tens. Comp. Lumber grades designated with"13B"use design Negative reaction(s)of-283#MAX.(See below)from F-E 37 0 E-D 0 -10 values approved 1/30/2013 by ALSC a non-wind load case requires uplift connection. Nailnote Truss must be installed as shown with top chord up. Maximum Web Forces Per Ply(Ibs) Nail Schedule:0.131"x3",min.nails The overall height of this truss excluding overhang is Webs Tens.Comp. Webs Tens. Comp. Top Chord:1 Row @12.00"o.c. 1-6-0. A-F 0 -180 E-C 14 0 Bot Chord:2 Rows @ 6.00"o.c.(Each Row) A-E 0 -34 C-D 17 -24 Webs :1 Row @ 4"o.c. B-E 0 -343 Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 154 plf at 0.00 to 154 plf at 4.00 TC-From 54 plf at 4.00 to 54 plf at 7.79 BC-From 5 plf at 0.00 to 5 plf at 3.56 BC-From 10 plf at 3.56 to 10 plf at 7.79 TC- 268 Ib Conc.Load at 2.00 BC-1397 Ib Conc.Load at 1.44,2.77,3.56 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 7.79 BC 94 0.00 7.79 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 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ParkTerrace Ply:1 SEAN:9412/T98/SY42 Custom Qty: 1 FROM: DRW: FGE1 Wgt:93.0lbs / ... 08/09/13 1'3"4-I1'2"8i -I 'I-�8-I 1'2"8-I 'f-�a-I 'I- -{I '- -{ 'F----{I '-�-{f '---If '- -I 'I--II- 4-I 0o r AF A B C D E F G H W=3X4J K L M N O P (0 1 10'1"2 AE AD A AB AA Z X W VU 1111X T S Q 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 W=3X4 1111X3 1111X3 1111X3 17'4" - 17'4" J 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 L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 360 Q 1882 /- /- /- /- /207 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 269 AE Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 B - - Bearing AE Fcperp=565psi. Des Ld: 55.00 EXP:NA HORZ(TL): 0.002 B NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.203 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.036 A-B 0 0 H-1 0 0 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.032 B-C 0 0 I-J 0 0 C&C Dist a:NA ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: C-D 0 0 J-K 0 0 I:NA GCpi:NA Plate Type(s): D-E 0 0 K-L 0 0 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 E-F 0 0 L-M 0 0 Lumber Additional Notes F-G 0 0 M-N 0 0 G-H 0 O N-O 0 0 Top chord 4x2 SP#3-13B Truss must be installed as shown with top chord up. Bot chord 4x2 SP#3-13B The overall height of this truss excluding overhang is Webs 4x2 SP#3-13B Maximum Bot Chord Forces Per Ply(Ibs) 1-6-0. Chords Tens.Comp. Chords Tens. Comp. Lumber grades designated with"'I 3B"use design values approved 1/30/2013 by ALSC AE-AD 0 0 X-W 0 0 AD-AC 0 0 W-V 0 0 Bracing AC-AB 0 0 V-U 0 0 Sheathing is required for any longitudinal(drag)forces. AB-AA 0 0 U-T 0 0 All connections to be designed by the building AA-Z 0 0 T-S 0 0 designer. Z-Y 0 0 S-R 0 0 Fasten rated sheathing to one face of this frame. Y-X 0 0 R-Q 0 0 Plating Notes Maximum Web Forces Per Ply(Ibs) All plates are 2X4 except as noted. Webs Tens.Comp. Webs Tens. Comp. Purlins AF-AE 0 -9 O-Q 0 -35 In lieu of structural panels or rigid ceiling use purlins A-AE 0 -59 Q-P 0 -8 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Maximum Gable Forces Per Ply(Ibs) TC 24 0.25 17.08 Gables Tens.Comp. Gables Tens. Comp. BC 120 0.25 17.08 Apply purlins to any chords above or below fillers B-AD 0 -150 H-X 0 -133 at 24"OC unless shown otherwise above. C-AC 0 -129 J-W 0 -133 D-AB 0 -134 K-U 0 -133 End Vertical Attachment E-AA 0 -133 L-T 0 -133 Attach notched end vertical(s)to next end vertical F-Z 0 -133 M-S 0 -137 using(3)qty.10d box or(0.128"x3"min)gun nails G-Y 0 -133 N-R 0 -120 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 I PE No.60839 PE No.58544 PE No.71457 ParkTerrace Ply:1 SEON:9424/T30/SY42 Custom Qty: 1 FROM: DRW: FGE3 Wgt:41.3lbs / ... 08/09/13 f1'3"4 1'2"8 1'2"8 1'2"8f A B C D E F � T N L G io 1I r 10'1"2 IV 1112X4 L K J I 1112X4 6'10"8 -i 6'10"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 L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 F 999 360 H 731 /- /- /- /- /82.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 F 999 240 M Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 B - - Bearing M Fcperp=565psi. Des Ld: 55.00 EXP:NA HORZ(TL): 0.001 B - - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.203 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.036 A-B 0 0 D-E 0 0 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.031 B-C 0 0 E-F 0 0 C&C Dist a:NA ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: C-D 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(Ibs) Lumber Additional Notes Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#3-136 Truss must be installed as shown with top chord up. M-L 0 0 J-1 0 0 Bot chord 4x2 SP#3-13B The overall height of this truss excluding overhang is L-K 0 0 I-H 0 0 Webs 4x2 SP#3-13B 1-6-0. K-J 0 0 Lumber grades designated with"138"use design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Bracing Webs Tens.Comp. Webs Tens. Comp. Sheathing is required for any longitudinal(drag)forces. N-M 0 -9 F-H 0 -45 All connections to be designed by the building A-M 0 -59 H-G 0 -9 designer. Fasten rated sheathing to one face of this frame. Maximum Gable Forces Per Ply(Ibs) Plating Notes Gables Tens.Comp. Gables Tens. Comp. All plates are 1X3 except as noted. B-L 0 -150 D-J 0 -135 C-K 0 -129 E-1 0 -131 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 6.50 BC 76 0.12 6.50 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 eAPVEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ParkTerrace Ply:1 SEQN:9441/T111/SY42 Custom Qty: 1 FROM: DRW: FGES Wgt:19.1 lbs I ... 08/09/13 1(12 A BC Tpff-F ih1 H D iIo 1 —,8 10'1"2 1112X4 1112X4 �—1'11"8 F E �---- 1'11"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI 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):-0.000 C 999 140 G 190 /- /- /- /- /23.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL):-0.000 C 999 140 G Min Big Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 C - - Bearing G Fcperp=565psi. Des Ld: 55.00 EXP:NA HORZ(TL): 0.001 B - - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5Maximum Top Chord Forces Per Ply(Ibs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.203 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.034 A-B 0 0 B-C 0 0 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.025 C&C Dist a:NA ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Bot Chord Forces Per Ply(Ibs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver:13 01 04 0627 14 G-F 0 0 F-E 0 0 Lumber Additional Notes Top chord 4x2 SP#3-13B Truss must be installed as shown with top chord up. Maximum Web Forces Per Ply(Ibs) Bot chord 4x2 SP#3-13B The overall height of this truss excluding overhang is Webs Tens.Comp. Webs Tens. Comp. Webs 4x2 SP#3-138 1-6-0. Lumber grades designated with"1313"use design H-G 0 -9 C-E 44 0 A-G 0 values approved 1/30/2013 by ALSC 66 E-D 0 8 Bracing Maximum Gable Forces Per Ply(Ibs) Fasten rated sheathing to one face of this frame. Gables Tens.Comp. Plating Notes B-F 0 -141 All plates are 1X3 except as noted. 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 1.58 BC 17 0.12 1.58 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Left and right bottom chords exposed to wind. 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 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 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 ParkTerrace Ply:3 SEAN:9106/T116/COMN Custom Qty: 1 FROM: DRW: FT02 Wgt:306.6lbs / ... 08/09/13 6'4"1 ; 9� 8 10 1F 2'8"� 1'7"6 I` �14 - " -- 10 2 1'2"4 21'9"2 77 1'10"14 4'4"6 8'1"3 11512 11116I4 1i 1,9"2 1' 1' 6s rs 2 1s 2 9„2 12 3 C7-- 1112X4 =4X8[11] =3X4 =3X4 1112X4 1112X4 =3X4 =3X4 =3X4 =3X4 =3X3135] B D E F G H I J=3X4 K L M IJ DT 5"14 C T 12 T 4X8(A2) A 1 a2 10'1"2 1112X4(") =3X4 =3X4 =3X4 =3X4 =3X4 =3X4 =3X4 =3X4 1112X4 `Y Z Y X W V U T S R Q=-3X4 P �2'9"122 3X4[10 1'9"2 1'9"2 1'9„2 2'0"10 1'9"2 1,9"2 _i 10"15 B2 117"6 2� g"12 1 5„10 r 6'0"9 +7'9"11 9'6"14 + 11'7"8 13'410 15'1"13 10„� 10"1 1,9„2 20r 3"8 4�6 "16 18'8"2 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in P3F) Def/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.223 V 999 241 A 3149 /- / / / /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.394 V 613 241 O 1403 /- /- / / /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.035 O - - A Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.062 O O Min Brg Width Req= 3.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings A&O Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.473 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.935 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.667 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: A-C 0-3389 H-1 0 -2247 1:NA GCpi:NA Plate Type(s): B-D 0 -186 I-J 0 -2247 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 D-E 0-2368 J-K 0 -1898 E-F 0-2416 K-L 0 -1558 Lumber Plate Shift Table F-G 0-2270 L-M 0 -1113 Top chord 2x4 SP#2-13B JT Plate Lateral Chord JT Plate Lateral Chord G-H 0-2265 M-N 0 -572 Bot chord 2x4 SP M-30:B2 2x4 SP#2-13B: No Size Shift Bite No Size Shift Bite Webs 2x4 SP#3-13B [10] W3X4 S 1.25 [11] W4X8 3.00 L 1.25 Lumber grades designated with"1313"use design [35] W3X3 1.25 R 1.25 Maximum Bot Chord Forces Per Ply(Ibs) values approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Purlins A-Z 3281 0 U-T 1959 0 Nailnote In lieu of structural panels or rigid ceiling use purlins Z-y 3086 0 T-S 1627 0 Nail Schedule:0.131"x3",min.nails to laterally brace chords as follows: Y-X 2290 0 S-R 1198 0 Chord Spacing(in oc) Start(ft) Endift) Top Chord:1 Row @ 7.00"o.c. TC 24 0.00 20.29 X-W 2386 0 R-Q 1198 0 Bot Chord:1 Row @12.00"o.c. BC 120 0.15 20.29 W V 2411 0 Q-P 675 0 Webs :1 Row @ 4"o.c. Apply purlins to any chords above or below fillers V-U 2265 0 P-0 3 0 Repeat nailing as each layer is applied.Use equal at 24"OC unless shown otherwise above. spacing between rows and stagger nails in each row to avoid splitting. Additional Notes Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Special Loads The overall height of this truss excluding overhang is 1-6-0 ------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) . B-C 0 -777 H-U 0 150 TC-From 101 plf at 0.00 to 101 plf at 2.67 C-Z 0 -329 -J 372 0 TC-From 101 plf at 2.67 to 101 plf at 12.67 C-Y 0 -807 J-T 0 261 TC-From 101 plf at 12.67 to 101 plf at 20.29 C-D 0-2256 T-K 350 0 BC-From 10 pIf at 0.00 to 10 plf at 16.00 Y-D 517 0 K-S 0 294 BC-From 10 plf at 16.00 to 10 plf at 20.29 D-X 97 0 S-L 466 0 TC-2307 Ib Conc.Load at 2.67 X-E 0 -79 L-Q 0 -362 E-W 39 0 Q-M 568 0 Plating Notes W-F 20 0 M-P 0 -438 (1)-plates so marked were sized using a Fabrication F-V 0 -184 P-N 710 0 Tolerance of 0%and a Rotational Tolerance of 0 V-G 40 0 N-0 0 -458 degrees. (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. 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 ParkTerrace Ply:3 SEQN:9130/T102/COMN Custom Qty: 1 FROM: DRW: FT04 Wgt:306.6lbs .. / ... 08/09/13 6�4"l 9181,10� 1�� 142�� 1'11"10 17"6 1'2"4 192 1'10"14 2'8" 4'4"6 8'1"3 11'5"12 1 '1','2 16'7"7 18'4"10 2'8" T 1'8 6 1'9"2 1�9"2 1's"2 19, 12 3 I7 -112X41) =4X8[11] =3X4 =3X4 1112X4 1112X4 =3X4 =3X4 =3X4 =3X4 =3X3[35] � B D E F G H I J=3X4 K L M CfNV T DT 5"14 T -5X5(A2) io raj l e� 101 2 1112X4 =3X4 =3X4 =3X4 =3X4 =3X4 =3X4 =3X4 =3X4 =3X4 1112X4 Z Y X W V U T S R Q=3X4 P 2'9"12 i 1'9"2 1'9"2 1'9"2 2'0"10 1'9." 1'9"2 10"15 132 1 -6 2� 9"12 1 5„10 r 6'0"9 +7'9"11 +s's.14 + 117"8 13'4°10 + 1s'1"13�10„� '18 0"15 1,9„2 2oi- 3"8 aF 3 6-I "16 1�-I Loading Criteria(psi) 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 L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.221 V 999 241 A 3102 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.390 V 619 241 O 1396 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.035 O - A Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.061 O O Min Brg Width Req= 3.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings A&O Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.461 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.920 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.655 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: A-C 0-3337 H-1 0 -2230 I:NA GCpi:NA Plate Type(s): B-D 0 -184 I-J 0 -2230 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 D-E 0-2342 J-K 0 -1886 Lumber Purlins E-F 0-2394 K-L 0 -1549 F-G 0-2252 L-M 0 -1107 Top chord 2x4 SP#2-13B In lieu of structural panels or rigid ceiling use purlins G-H 0-2247 M-N 0 -569 Bot chord 2x4 SP M-30:132 2x4 SP#2-13B: to laterally brace chords as follows: Webs 2x4 SP#3-13B Chord Spacing(in oc) Start(ft) End(ft) Lumber grades designated with"1313"use design TC 24 0.00 20.29 Maximum Bot Chord Forces Per Ply(Ibs) values approved 1/30/2013 by ALSC BC 1200.15 20.29 Chords Tens.Comp. Chords Tens. Comp. Apply purlins to any chords above or below fillers Nailnote at 24"OC unless shown otherwise above. A-Z 3230 0 U-T 1947 0 Z-Y 3038 0 T-S 1617 0 Nail Schedule:0.131"x3",min.nails Additional Notes Y-X 2261 0 S-R 1192 0 Top Chord:1 Row @ 7.25"o.c. The overall height of this truss excluding overhang is X-W 2361 0 R-Q 1192 0 Bot Chord:1 Row @12.00"o.c. 1-6-0. W-V 2390 0 Q-P 671 0 Webs :1 Row @ 4"o.c. - . V-U 2247 0 P-0 3 0 Repeat nailing as each layer is applied.Use equal spacing between rows and stagger nails in each row to avoid splitting. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Special Loads -----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) B-C 0 -759 H-U 148 TC-From 101 pit at 0.00 to 101 plf at 2.67 C-Z 0 -323 -J 3666 0 TC-From 101 plf at 2.67 to 101 plf at 12.67 C-Y 0 -788 J-T 0 259 TC-From 101 plf at 12.67 to 101 plf at 20.29 C-D 0-2227 T-K 347 0 BC-From 10 plf at 0.00 to 10 plf at 16.00 Y-D 506 0 K-S 0 -292 BC-From 10 plf at 16.00 to 10 plf at 20.29 D-X 101 0 S-L 462 0 TC-2254 Ib Conc.Load at 2.67 X-E 0 -81 L-Q 0 -360 E-W 42 0 Q-M 564 0 Plating Notes W-F 17 0 M-P 0 -436 (1)-plates so marked were sized using a Fabrication F-V 0 -178 P-N 707 0 Tolerance of 0%and a Rotational Tolerance of 0 V-G 38 0 N-0 0 -456 degrees. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite (11] W4X8 3.00 L 1.25 [35] W3X3 1.25 R 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.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 ParkTerrace Ply:2 SEQN:8992/T88 I COMN Custom Qty: 1 FROM. DRW: FT05A Wgt:323.4lbs / ��08/09/13 [-1°-'171°"3-6-i 1 _ J1i5 � 1.•5 3 .1'5" 11 „74 2,0"12t3" 6 r 2841" F___2'211 2!0"'l !0"l516601""41 0"5 3 12 T2 T3 =6X10 DT 8"2 IY2X4 L T s8X8 =3X4 a3X4 812X4 M3X4 =_3X4 =-4X4 a3X4 N�4X4(36] T C D E F G H 1 J-3X4 K ^� =4X5(A7)g 0=4X4(A1) A N A, 7,, 110.1"2 -� - - - - a F �Y =w Dm =H0510 1'6"84'9'5 6'6"12 t•70'8"10 12''1""15 1.0.,1 'F 2'015+ 1 r' 6 25284" 4'1 7 .„15 19'0"5 '6"4 817i1 14' 16'71„ 2F 294 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 lJ# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.446 T 754 336 AA 1614 /303 /955 /- /14 /5-5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.823 T 409 336 O 1396 /232 /816 /- /- /2.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.049 P - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):0.090 P AA Min Brg Width Req= 5.5 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 O Min Brg Width Req= 2.5 NCBCLL:10.00 9 Bearing O is a rigid surface. Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.360 Bearing AA Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.451 Spacing:16.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.446 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:13.01 04 0627 14 A-B 7 0 H-1 1066 -4478 B-C 572-2793 I-J 1066 -4478 Lumber Purlins C-D 791 -3436 J-K 949 -4297 Top chord 2x4 SP#2-13B In lieu of structural panels or rigid ceiling use purlins D-E 968-3942 K-M 812 -4158 :T2,T3 2x6 SP SS Dense-136: to laterally brace chords as follows: E-F 1105-4382 L-N 27 -154 Bot chord 2x6 SP SS Dense-13B Chord Spacing(in oc) Start(ft) End(ft) F-G 1112-4402 N-0 437 -2386 Webs 2x4 SP#3-13B TC 24 28.33 0.1 BC 120 0.15 28.23 G-H 1128-4548 Lumber grades designated with"1313"use design Apply purlins to any chords above or below fillers values approved 1/30/2013 by ALSC at 24' OC unless shown otherwise above. Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Nailnote Additional Notes Nail Schedule:0.131"x3",min.nails The overall height of this truss excluding overhang is B-Z 2709 -556 U-T 4411 -1115 Top Chord:1 Row @12.00"o.c. 2-2-2 Z-Y 2693 -552 T-S 4560 -1128 Bot Chord:1 Row @12.00"o.c. Y-X 3529 -825 S-R 4469 -1057 Webs :1 Row @ 4"o.c. X-W 4014 -993 R-Q 4246 -929 Use equal spacing between rows and stagger nails W-V 4402-1112 Q-P 4068 -793 in each row to avoid splitting. V-U 4411 -1115 P-0 2305 -423 Special Loads Maximum Web Forces Per Ply(Ibs) ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Webs Tens.Comp. Webs Tens. Comp. TC-From 36 plf at -1.54 to 36 plf at 4.63 TC-From 63 plf at 4.63 to 63 plf at 21.25 C-Z 25 -119 H-S 73 -116 TC-From 36 plf at 21.25 to 36 plf at 28.33 C-Y 850 -273 S-J 51 -41 BC-From 3 plf at -1.54 to 3 plf at 0.00 Y-D 128 -349 J-R 125 -222 BC-From 7 plf at 0.00 to 7 plf at 28.33 D-X 478 -165 R-K 197 -76 TC- 644 Ib Conc.Load at 4.67,21.25 X-E 93 -266 K-Q 210 -143 Plate Shift Table E-W 521 -130 L-M 12 -318 JT Plate Lateral Chord JT Plate Lateral Chord W-F 50 -150 Q-M 23 -144 No Size Shift Bite No Size Shift Bite V-G 21 -110 M-P 431 -2052 [35] W4X4 1.75 R 1.25 [361 W4X4 S 1.25 G-T 305 -73 M-N 415 -2264 T-H 50 -106 P-N 1096 -218 Wind Wind loads based on MWFRS with additional C&C member design. 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 ParkTerrace Ply:2 SEAN:9061/T110/COMN Custom Qty: 3 FROM: DRW: FT07 Wgt:320.6lbs / ... 08/09/13 12'11"5 21'3" i 4'7"9 1"15+ '2"14 i_ 9' "1�33 2211 2810 811"3 11'0"2 1511 0"1 119"2 2'2 2s z5 5'7 '7'9 i 12 T2 T3 =6X8 L DT 8"2 3 =8X8 =3X4 =3X4 =3X4 1112X4 =3X4 =3X4 =3X4 N= T C D EF-4X G H I J K 4X5[361 T B =4X4(A1) Zo o v A AA O V 1124 =3X4[10] X3X4 =W4 =\X4 I1�X4 T=3X4 =3X4 =3X4 --X4[35] I 101 2 =H0510 R Q 1 11" F1 4'9"5 664 ' roe 10") 12'9 1 9" 2iso•3 . sits 2[i'3" [- 2287"2'1"7 11 1 2'0"15 1'87 87"l 1"[ 16' 1F 9'0"5 2' 2'11"7' 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): 0.494 U 687 339 AA 1649 /312 /986 /- /15 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.911 U 372 339 0 1469 /237 /886 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.056 P - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):0.103 P AA Min Brg Width Req= 5.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 0 Min Brg Width Req= 5.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.376 Bearings AA&0 Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.492 MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.493 Maximum Top Chord Forces Per Ply(Ibs) Spacing:16.0" C&C Dist a:36.00 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-B 7 0 H-1 1177 -4957 Wind Duration:1.60 WAVE,HS VIEW Ver:13.01.04.0627.14 B-C 591 -2883 I-J 1114 -4893 703 Lumber Purlins D-D 1011-3865 J-K 998 4 - K-M 862 -4544 Top chord 2x4 SP#2-136 In lieu of structural panels or rigid ceiling use purlins E-F 1122-4732 L-N 38 -171 T2,T3 2x6 SP SS Dense-138: to laterally brace chords as follows: F-G 1122-4732 N-0 469 -2630 Bot chord 2x6 SP SS Dense-13B Chord Spacing(in oc) Start(ft) End(ft) G-H 1173-4946 Webs 2x4 SP#3-13B TC 24 -1.54 28.58 Lumber grades designated with"1313"use design BC 120 0.15 28.44 values approved 1/30/2013 by ALSC Apply purlins to any chords above or below fillers Maximum Bot Chord Forces Per Ply(Ibs) at 24"OC unless shown otherwise above. Chords Tens.Comp. Chords Tens. Comp. Nailnote Wind B-Z 2797 -574 U-T 4958 -1177 Nail Schedule:0.131"x3",min.nailsZ-Y 2785 -571 T-S 4958 -1177 Top Chord:1 Row @12.00"o.c. Wind loads based on MWFRS. Y-X 4018 -866 S-R 4881 -1105 Bot Chord:1 Row @12.00"o.c. Additional Notes X-W 4475-1035 R-Q 4652 -979 Webs :1 Row @ 4"o.c. W-V 4775-1136 Q-P 4430 -840 Use equal spacing between rows and stagger nails The overall height of this truss excluding overhang is V-U 4957-1177 P-0 2543 -454 in each row to avoid splitting. 2-2-2. Special Loads Maximum Web Forces Per Ply(Ibs) ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Webs Tens.Comp. Webs Tens. Comp. TC-From 36 plf at -1.54 to 36 plf at 4.63 C-Z 24 -94 I-S 138 -227 TC-From 63 plf at 4.63 to 63 plf at 21.25 C-Y 1234 -295 S-J 106 -47 TC-From 36 plf at 21.25 to 36 plf at 28.58 BC-From 3 plf at -1.54 to 3 plf at 0.00 Y-D 140 -581 J-R 123 231 BC-From 7 plf at 0.00 to 7 plf at 28.58 D-X 461 -168 R-K 198 -73 TC- 693 Ib Conc.Load at 6.00 X-E 88 -219 K-Q 155 -181 TC- 593 Ib Conc.Load at 21.05 E-W 298 -101 L-M 3 -42 TC- 1001b Conc.Load at 21.25 W-G 54 -167 Q-M 20 -131 G-V 359 -43 M-P 436 -2134 Plate Shift Table V-H 28 -108 M-N 439 -2464 JT Plate Lateral Chord JT Plate Lateral Chord U-1 45 -67 P-N 1083 -209 No Size Shift Bite No Size Shift Bite [10] W3X4 1.50 R 1.25 [35] W4X4 1.75 R 1.25 [361 W4X5 S 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.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 ParkTerrace Ply:2 SEQN:9016/T126/COMN Custom Qty: 2 FROM: DRW: FT09 Wgt:326.2lbs / ... 08/09/13 12'11"5 16'7" ��19'313 22'11" 1r 21 V5 167�5-1 .. 2'0 5� 211 47"9 6'10"4 8'11"3 11'0"2 15'1"15 V-14 - 21-3- --V 13 i 28'7" 4'7"9 2'2"11 2'0"15 2'0"15 2'2 11-� 1� 11 g"3� r 57"8 3 a6X10 a3X4 '3X4 3X4 T2112X4 a3X4 34X4 =3Xan2X4 X� DT 8"N` -r C D E F G H I J=3X4 K 4X4[36] T 0 =4X4(Al)B 0m4X4(A1) N A AB P 10'1"2 2AA4 =Z 4 1 ;;3. X4 X3X4 WV D4 =T 4 SX4 =3BX4 =40X4[3 F 1'6"8 4'9"5 1'9"7 2r 0"15 J 2-6-3 [ 2'0"l 5 2'211 i 5 7"5 4'9"5 6'6"12 2'0"15 10'8"10-���1 1�0 6� 15'0"3 1 11 3 1910"5 211" 1�8 11,J 28'7" 87"l1-� 127"'7 1�6 22' 11"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/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): 0.418 U 812 339 AB 1398 /273 1737 /- /20 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.767 U 442 339 O 1312 /201 /696 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.047 Q - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):0.086 Q AB Min Big Width Req= 5.5 NMean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 O Min Big Width Req= 5.5 Soffit: 10.00 9 Sooffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.291 Bearings AB&O Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.404 Maximum Top Chord Forces Per Ply(Ibs) Spacing:16.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.415 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 7 0 H-1 998 -4144 Wind Duration:1.60 WAVE,HS VIEW Ver:13.01.04.0627.14 B-C 515-2396 I-J 998 -4144 C-D 727-3219 J-K 880 -3931 Lumber Purlins D-E 903-3726 K-M 741 -3757 Top chord 2x4 SP#2-13B In lieu of structural panels or rigid ceiling use purlins E-F 1012-4031 L-N 27 -144 :T2,T3 2x6 SP SS Dense-1313: to laterally brace chords as follows: F-G 1062-4225 N-0 403 -2188 Bot chord 2x6 SP SS Dense-13B Chord Spacing(in oc) Start(ft) End(ft) G-H 1066-4235 O-P 7 0 Webs 2x4 SP#3-13B TC 24 -1.54 30.12 Lumber grades designated with"13B"use design BC 120 0.15 28.44 values approved 1/30/2013 by ALSC Apply purlins to any chords above or below fillers Maximum Bot Chord Forces Per Ply(Ibs) at 24' OC unless shown otherwise above. Chords Tens.Comp. Chords Tens. Comp. Nailnote Wind B-AA 2323 -500 V-U 4235 -1066 Nail Schedule:0.131"x3",min.nails Wind loads based on MWFRS with additional C&C AA-Z 2314 -497 U-T 4236 -1066 Top Chord:1 Row @12.00"O.C. member design. Z-Y 3347 -761 T-S 4130 -989 Bot Chord:1 Row @12.00"o.c. Y-X 3783 -926 S-R 3879 -860 Webs :1 Row @ 4"o.c. Additional Notes X-W 4073-1027 R-0 3671 -723 Use equal spacing between rows and stagger nails W-V 4073-1027 Q-0 2114 -390 in each row to avoid splitting. The overall height of this truss excluding overhang is 2-2-2. Special Loads Maximum Web Forces Per Ply(Ibs) ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Webs Tens.Comp. Webs Tens. Comp. TC-From 36 plf at -1.54 to 36 plf at 4.63 C-AA 21 -74 H-T 110 -258 TC-From 63 plf at 4.63 to 63 plf at 21.25 C-Z 1035 -264 T-J 115 -40 TC-From 36 plf at 21.25 to 36 pIf at 30.12 Z-D 125 -485 J-S 126 -254 BC-From 3 plf at -1.54 to 3 plf at 0.00 D-Y 438 -164 S-K 202 -74 BC-From 7 plf at 0.00 to 7 plf at 28.58 BC-From 3 plf at 28.58 to 3 plf at 30.12 Y-E 86 -211 K-R 159 183 TC- 459 Ib Conc.Load at 6.00,21.25 E-X 288 -100 L-M 3 -223 X-F 54 -160 R-M 21 -113 Plating Notes F-V 336 -41 M-Q 377 -1761 (++)-This plate works for both joints covered. V-G 25 -98 M-N 377 -2047 U-H 50 -62 Q-N 889 -180 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [10] W3X4 S 1.25 [35] W4X4 S 1.25 [36] W4X4 S 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.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 ParkTerrace Ply:1 �FROM 995/T32/FO GAB 1 �RW: Custom 08/09/13 GE02 Wgt:32.4 lbs 1'10"7 3'4"8 4'10"9 6'9" 1'10"7 1'6"1 1'6"1 1'117 12 D-4X4 T p E '-13X3 C =-4X5(C5I T 6 03X3 -4X5(C5) m ) g n 1NZ0.9„ 1112X4 6,9„ 34 8 3'4"8 1,6"8 -{ 1,6.,8 34 8 6,9., (N6-8 (3s s)--� Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) Loading Criteria(pst) Wind Criteria / TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.002 C 999 240 B 629 /144 /232 /- /57 /81-0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.004 C 999 180 Wind reactions based on MWFRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 C - - B Min Brg Width Req= - HORZ(TL): 0.002 C Bearing B is a rigid surface. Des Ld: 32.00 EXP:B NCBCLL:10.00 Mean Height:21.41 ft Code 1 Misc Criteria Creep Factor:1.5 Maximum To Chord Forces Per Ply(Ibs) Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0269 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.082 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.027 A-B 41 0 D-E 57 -19 C&C Dist a:3.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: B-C 166 -118 E-F 163 -122 GCpi:0.18 Plate Type(s): C-D 68 -14 F-G 41 0 Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 Additional Notes Maximum not Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#3-136 See DWGS A14030ENC100212&GBLLETIN0212 for Bot chord 2x4 SP#3-13B more requirements. B-H 123 31 H-F 123 31 Webs 2x4 SP#3-13B Stacked top chord must NOT be notched or cut in :Stack Chord SC1 2x4 SP#2-13B: area(NNL).Dropped top Chord braced at 24"o.c. Maximum Gable Forces Per Ply(Ibs) Stack Chord SC2 2x4 SP#2-13B: intervals.Attach stacked top chord(SC)to dropped Gables Tens.Comp. Lumber grades designated with"13B"use design top chord in notchable area using 3x4 tie-plates 24" values approved 1/30/2013 by ALSC O.C.Center plate on stacked/dropped chord interface, H-D 110 -143 plate length perpendicular to chord length.Splice top Plating Notes chord in notchable area using 3x6. All plates are 2X4(C5)except as noted. The overall height of this truss excluding overhang is 1-8-12. 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 -1.54 2.00 TC 24 0.83 5.92 TC 24 4.75 8.29 BC 74 0.29 6.46 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. 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.75is a fictitious name owned 47 4745 Sutton Pak Court,Sute 402,Jacksonville,ex llllFL Florida32224904.821.5200 1. Florida Engineer eAP E X Jeffrey P Arneson Derek B Murray Michael G Kozlowski PE No.60839 PE No.58544 PE No.71457 ParkTerrace Ply:1 SEQN:9338/T11/DGAB Custom Qty: 1 FROM: DRW: GE04 Wgt:28.0lbs / ... 08/09/13 8 2'3"3 524 6'2"12� 2'3"3 2'11"1 1'0'8 3 12 E TTD =3X%C5) C%3X3 2X4(C5) B A 1 ,0'1"2 G F 5'2"4 1'0"8 �--1'6"8 5'2"4 62'12 6 ' (NNL) �---3'6"8 -j Loading Criteria(psf) Wind Criteria Snow Criteria(Pe,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 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.048 C 999 240 H 321 /42 /121 /- /43 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.091 C 803 180 F 180 /38 /95 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.007 E - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):-0.013 E H Min Big Width Req= 5.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.326 Bearing H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.306 MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.073 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" 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-B 22 0 C-D 5 -50 Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 B-C 272 -321 D-E 9 25 Lumber Additional Notes Top chord 2x4 SP#2-13B See DWGS A14015ENC100212&GBLLETIN0212 for Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2-13B more requirements. Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3-13B Stacked top chord must NOT be notched or cut in B-G 32 -43 G-F 29 -39 :Stack Chord SC1 2x4 SP#2-13B: area(NNL).Attach stacked top chord(SC)to dropped Lumber grades designated with"1313"use design top chord in notchable area using 3x4 tie-plates 24" Maximum Gable Forces Per Ply(Ibs) values approved 1/30/2013 by ALSC o.c.Center plate on stacked/dropped chord interface, Gables Tens.Comp. Gables Tens. Comp. plate length perpendicular to chord length.Splice top Plating Notes chord in notchable area using 3x6. D-G 134 -77 E-F 118 -79 All plates are 2X4 except as noted. The overall height of this truss excluding overhang is 1-7-10. 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 -1.54 2.00 TC 24 1.60 6.38 BC 73 0.29 6.38 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Gable end supports 8"max rake overhang. Wind Wind loads based on MWFRS with additional C&C member design. Right bottom chord exposed to wind. 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 JM PE No.60839 PE No.58544 PE No.71457 ParkTerrace Ply:1 �SEQN:8944/T62/HIP_Custom Qty: 1 ROM: DRW: HJ01A Wgt:28.0lbs / ... 08/09/13 C 23'5"10 12 4.24 N O u7 M M 2M(A1 -r 20'9" 4"2 y A D 7'6'7 �- 2'2"3 -}� 7'6,7 71"15 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pr in PSF) DeflICSI 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 B 221 /45 /- /- / /4.9 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 106 /- /8 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.015 D C 150 /44 /- / / /1.5 Des Ld: 32.00 EXP:B HORZ(TL): 0.030 D Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:22.04 ft Code I Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 4.9 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.781 D Min Brg Width Req= Soffit: 2.00 P C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.528 Bearing B 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. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 A-B 21 -8 B-C 50 -26 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"136"use design values approved 1/30/2013 by ALSC B-D 0 0 Special Loads ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 0 plf at -2.18 to 55 plf at 0.00 TC-From 2 plf at 0.00 to 2 plf at 7.54 BC-From 0 plf at -2.18 to 4 plf at 0.00 BC-From 2 plf at 0.00 to 2 plf at 7.54 TC- 33 Ib Conc.Load at 2.94 TC- 182 Ib Conc.Load at 5.76 BC- 41 Ib Conc.Load at 2.94 BC- 109 Ib Conc.Load at 5.76 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 -2.18 7.54 BC 75 0.15 7.54 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 3-0-2. 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 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 Uumajamm PE No.60839 PE No.58544 PE No.71457 ParkTerrace Ply:1 SEQN:8967/T55/HIP_ Custom Qty: 1 FROM: DRW: HJ03 Wgt:40.6lbs / ... 08/09/13 5'3"6 9'10"1 9'i}1"9 (' 5'3"6 4'6"11 8 D " 24'3"6 12 4.24 p 22X4 C a o> _ io "v =2X4(A1) 8 a12 2 79" A =4X4 E F 9'6"7 1 2'2"3 9'67 1 "8 9 1"9 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): 0.020 F 999 240 B 271 /159 /- /- /- /4.9 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.061 F 999 180 E 282 /65 /- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.008 F - - D 64 /30 /- /- /- /1.5 Des Ld: 32.00 EXP:8 HORZ(TL): 0.025 F Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:22.45 ft Code/Misc Criteria Creep Factor:1.5 B Min Big Width Req= 4.9 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.453 E Min Big Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.938 D Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.227 Bearing B 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 Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVEVIEW Ver:13.01.04.0627.14 Lumber Additional Notes A-B 21 -8 C-D 26 56 B-C 223 -415 Top chord 2x4 SP#2-13B The overall height of this truss excluding overhang is Bot chord 2x4 SP#2-13B 3-9-14. Webs 2x4 SP#3-13B Maximum Bot Chord Forces Per Ply(lbs) Lumber grades designated with"136"use design Chords Tens.Comp. Chords Tens. Comp. values approved 1/30/2013 by ALSC B-F 413 -191 F-E 0 0 Special Loads Dur.Fac.=1.25/Plate Dur.Fac.=1.25 Maximum Web Forces Per Ply(lbs) ----(Lumber ) Webs Tens.Comp. TC-From 0 plf at -2.18 to 55 plf at 0.00 TC-From 2 plf at 0.00 to 2 plf at 9.84 C-F 207 -448 BC-From 0 plf at -2.18 to 4 plf at 0.00 BC-From 2 plf at 0.00 to 2 plf at 9.84 TC- -34 Ib Conc.Load at 1.52 TC- 107 Ib Conc.Load at 4.35 TC- 223 Ib Conc.Load at 7.18 BC- 5 Ib Conc.Load at 1.52 BC- 73 Ib Conc.Load at 4.35 BC- 133 Ib Conc.Load at 7.18 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 -2.18 9.84 BC 116 0.15 9.84 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. 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 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 ParkTerrace Ply:1 SEQN:9071/T8/HIP_ Custom Qty: 1 FROM: DRW: HJ05 Wgt:21.0lb, / ... 08/09/13 Ci 12 4.24 N M LO N � --2X4(Al) B N T A D 5'S" l';82'2"3 �} 5'5" N"8 Loading Criteria(psq 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 B 176 /31 /- /- /- /4.9 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 69 /- /2 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 D C 39 /3 /- /- /- /1.5 Des Ld: 32.00 EXP:B HORZ(TL):0.008 D Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:21.67 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 4.9 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.138 D Min Brg Width Req= - Load Duration:1.25 P BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.198 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B Fcperp=565psi. C&C Dist a:9.00 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. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 A-B 21 -8 B-C 13 -10 Lumber Top chord 2x4 SP#2-13B Bot chord 2x4 SP#2-13B Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Lumber grades designated with"136"use design values approved 1/30/2013 by ALSC B-D 0 0 Special Loads ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 0 plf at -2.18 to 55 plf at 0.00 TC-From 2 plf at 0.00 to 2 plf at 5.42 BC-From 0 plf at -2.18 to 4 plf at 0.00 BC-From 2 plf at 0.00 to 2 plf at 5.42 TC- 33 Ib Conc.Load at 2.94 BC- 41 Ib Conc.Load at 2.94 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 -2.18 5.42 BC 63 0.15 5.42 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 2-3-2. 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 ParkTerrace Ply:1 SEAN:92551 T13/HIP_ Custom Qty: 2 FROM: DRW: HJ07 Wgt:77.0lbs / ... 08/09/13 35'10 68'3 10'6'8 1' 35'10 32'9 3'105 D 2T8'11 12 424 /3X8 C X2)(4 B M2X4]Al) A -6X6 H HB 3'8'9 G FE 0%5[8] 3%4 ."8�-29'19 82 79'19 6' 329 38'1 9' 79'19 '3'14 66'7 1078 1 1 ' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/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): 0.018 J 999 120 J 323 /257 /- I- /- /4.9 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.053 J 644 90 E 247 /314 /- I- /- 11.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.008 D - - D 65 /14 /- /- /- /1.5 Des Ld: 32.00 EXP:B HORZ(TL):-0.016 D Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:26.15 ft Code I Misc Criteria Creep Factor:1.5 J Min Brg Width Req= 4.9 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.331 E Min Brg Width Req= - Load Duration:1.25 P BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.126 D Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.214 Bearing J Fcperp=565psi. C&C Dist a:9.00 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. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 Lumber Wind A- 243 0 C-D 24 28 B-C C 233 -8 Top chord 2x4 SP#2-13B Wind loads and reactions based on MWFRS. Bot chord 2x4 SP#2-13B Left cantilever is exposed to wind :B2 2x6 SP SS Dense-138: Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3-13B Additional Notes Chords Tens.Comp. Chords Tens. Comp. Lumber grades designated with"1313"use design The overall height of this truss excluding overhang is A-H 0 -221 G-F 143 -178 values approved 1/30/2013 by ALSC 4-1-3. J-1 0 0 F-E 0 0 Special Loads I-G 2 -6 ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 2 plf at 0.00 to 2 plf at 10.54 Maximum Web Forces Per Ply(Ibs) BC-From 10 plf at 0.00 to 10 plf at 2.82 Webs Tens.Comp. Webs Tens. Comp. BC-From 14 plf at 2.82 to 14 plf at 5.76 B-H 87 -67 H-C 114 -328 BC-From 2 plf at 5.76 to 2 plf at 10.54 PLT- -95 Ib Conc.Load at(5.76,26.28) H-1 341 -341 G-C 297 0 PLT- 140 Ib Conc.Load at(8.59,27.28) H-G 223 -265 C-F 313 -251 PLB- 318 Ib Conc.Load at(5.76,20.79) PLB- 142 Ib Conc.Load at(8.59,20.79) Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [6] W4X5 S 3.50 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 10.54 BC 41 0.00 3.43 BC 41 2.82 3.43 BC 75 3.47 10.54 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 LrAFP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ParkTerrace Ply:1 SEAN:9325/T29/HIP_ Custom Qty: 1 FROM: DRW: HJ09 Wgt:29.4lbs / ... 08/09/13 2.12 [.,7:- C T 1177 l) 2X4(A1) N B N 4" A 1 10'1"2 D 8'5"1 1'i8 2'2"3 '�' 8'5"1 "GI Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI 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 E 235 l 29 /- /- /- /7.8 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 111 /- /7 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.020 D C 117 /21 /- /- /- /1.5 Des Ld: 32.00 EXP:B HORZ(TL): 0.042 D Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 7.8 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.899 D Min Brg Width Req=P C Min Brg Width Req= - - 6CDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.657 Load Duration:1.25 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 Bearing E 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. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 Lumber A-B 11 -3 B-C 20 -15 Top chord 2x4 SP#2-136 Bot chord 2x4 SP#2-1313 Maximum Bot Chord Forces Per Ply(Ibs) Lumber grades designated with"1313"use design Chords Tens.Comp. values approved 1/30/2013 by ALSC B-D 0 0 Special Loads ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 0 plf at -2.18 to 54 plf at 0.00 TC-From 2 plf at 0.00 to 2 plf at 8.42 BC-From 0 plf at -2.18 to 4 plf at 0.00 BC-From 2 plf at 0.00 to 2 plf at 8.42 TC- 33 lb Conc.Load at 2.94 TC- 158 Ib Conc.Load at 5.76 BC- 35 Ib Conc.Load at 2.94 BC- 99 Ib Conc.Load at 5.76 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 -2.18 8.42 BC 75 0.15 8.42 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 1-9-13. 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 ParkTerrace Ply:1 SEAN:8935/T4/JACK Custom Qty: 6 FROM. DRW: J01 Wgt:8.5lbs / ... 08/09/13 12 C 6 21'9"15 r` 2X4(A1) B M V i 47 N 20'9" A D 2' _�'i8 2' ±1 n8 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 /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 209 /37 /124 /- /39 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 21 /4 /11 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 D C 17 /11 /15 /- I- /1.5 Des Ld: 32.00 EXP:B HORZ(TL):-0.001 D Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:21.23 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 3.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.287 D Min Brg Width Req=P C Min Brg Width Req= - - BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.048 Load Duration:1.25 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B Fcperp=565psi. C&C Dist a:9.00 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. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 Lumber A-B 41 0 B-C 7 -32 Top chord 2x4 SP#3-13B Bot chord 2x4 SP#3-13B Maximum Bot Chord Forces Per Ply(Ibs) Lumber grades designated with"'I 3B"use design Chords Tens.Comp. values approved 1/30/2013 by ALSC B-D 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 -1.54 2.00 BC 22 0.15 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 1-4-7. 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 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 ParkTerrace Ply:1 SEON:8940/T69/JACK Custom Qty: 1 FROM: DRW: J02A Wgt:12.1lbs .. / ... 08/09/13 B 12 22'9"15 6 r` N 2X4(A1) A 47 20,9„ C 4' 118 411118 , 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):NA A 131 /4 /63 /- /48 /1.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 57 /- /25 /- /- /1.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.004 C B 98 135 147 /- /- /1.5 Des Ld: 32.00 EXP:B HORZ(TL): 0.008 C Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:22.12 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.338 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.241 B Min Brg Width Req= - 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 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 44 -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"136"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 0.00 4.00 BC 48 0.00 4.00 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 2-4-7. 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 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 ParkTerrace Ply:1 SEAN:8950/T42/JACK Custom Qty: 8 FROM: DRW: J04 Wgt:5.6lbs / ... 08/09/13 12 6 C 2X4 ) 21'3"15 B 0 47 co 20'9" D AA 1' 1'6"8 1' �8 1' "8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defi L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 231 /58 /145 /- /34 /3.5 BCU-: 0.00 Endosure:Closed Lu:NA Cs:NA VERT(TL):NA D 3 /20 /12 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 D C -52 /40 /28 /- I- /1.5 Des Ld: 3200. EXP:B HORZ(TL):-0.001 D Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:20.98 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 3.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.439 D Min Brg Width Req= - S Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.061 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B 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(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 Lumber A-B 41 0 B-C 51 -37 Top chord 2x4 SP#3-13B Bot chord 2x4 SP#3-13B Maximum Bot Chord Forces Per Ply(Ibs) Lumber grades designated with"l 3B"use design Chords Tens.Comp. values approved 1/30/2013 by ALSC B-D 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 -1.54 1.00 BC 10 0.15 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. 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 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 ParkTerrace Ply:1 SEQN:8963/T52/JACK Custom Qty: 6 FROM: DRW: J06 Wgt:17.4lbs / ... 08/09/13 C 23'3"15 12 6 n _o N � 2X4(A1) B T20,9„ A D �-- 1'6"8 + 5' 5' 5 "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 U# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 279 /50 /153 /- /97 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 67 /- /25 /- !- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 D C 111 /59 /52 /- /- /1.5 Des Ld: 32.00 EXP:B HORZ(TL): 0.007 D Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:21.98 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 3.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.453 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.310 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B 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 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 Lumber A-B 41 0 B-C 50 -73 Top chord 2x4 SP#3-136 Bot chord 2x4 SP#3-13B Maximum Bot Chord Forces Per Ply(Ibs) Lumber grades designated with"1313"use design Chords Tens.Comp. values approved 1/30/2013 by ALSC B-D 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 -1.54 5.00 BC 58 0.15 5.00 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 2-10-7. 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 Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAPE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ParkTerrace Ply:1 SEQN:8947/T74/EJAC Custom Qty: 3 FROM: DRW: J08 Wgt:9.4lbs / ... 08/08/13 C 126 c� 2X4(A1) B47 to 47 CV CV A D 2'3"O 11 1'6"8 (J 2'3"8 11 Loading Criteria(pst) 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 B 213 /34 /125 /- /42 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 25 /2 /12 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 D C 29 /14 /15 /- /- /1.5 Des Ld: 32.00 EXP:B HORZ(TL):-0.001 D Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:21.31 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 3.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.287 D Min Brg Width Req= - S P Load Duration:1.25 BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.048 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.000 Bearing B Fcperp=565psi. C&C Dist a:9.00 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. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 Lumber A-B 41 0 B-C 13 -33 Top chord 2x4 SP#3-138 Bot chord 2x4 SP#3-13B Maximum Bot Chord Forces Per Ply(Ibs) Lumber grades designated with"i 3B"use design Chords Tens.Comp. values approved 1/30/2013 by ALSC B-D 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 -1.54 2.29 BC 26 0.15 2.29 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 1-6-3. 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 fA P VEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ParkTerrace Ply:1 SEAN:9097/T63/JACK Custom Qty: 1 FROM: DRW: J10 Wgt:16.3lbs / ... 08/09/13 12 � 22'3"15 6 2X4(A1) T- B B N 20'9" p` D 00 47 20'1" 218" Ji8 L1 " + 4'4" 4' "8 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 L/defl LJ# Loc R 1U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.007 D 999 240 A 153 /25 /60 /- /65 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.014 D 999 180 D 38 /- /13 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 D - - C 119 /55 /58 /- /- /1.5 Des Ld: 32.00 EXP:B HORZ(TL): 0.008 D Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:21.53 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 3.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.058 D Min Brg Width Req= - S P Load Duration:1.25 BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.086 C 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: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 Lumber A-B 5 -74 B-C 53 -64 Top chord 2x6 SP SS Dense-13B Bot chord 2x4 SP#3-13B Maximum Bot Chord Forces Per Ply(Ibs) Lumber grades designated with"1313"use design Chords Tens.Comp. values approved 1/30/2013 by ALSC B-D 3 -3 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 4.33 BC 30 1.81 4.33 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 2-6-7. 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 Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAPE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ParkTerrace Ply:1 SEAN:9104/T601 JACK Custom Qty: 1 FROM: DRW: J12 Wgt:9.5lbs / ... 08/09/13 C 21'11"15 6 ti 2X4(A1) `-Z° B - M N 20'9" A D 1'6"8 p i 214" �'i8 T 2' 4" "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 L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 213 /34 /125 /- /36 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 26 /2 /12 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 D C 30 /11 /15 /- /- /1.5 Des Ld: 32.00 EXP:B HORZ(TL):-0.001 D Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:21.32 ft Code I Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 3.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.287 D Min Brg Width Req= - BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.048 C Min Brg Width Req= - Load Duration:1.25 P Bearing B Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:>2h 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(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 Lumber A-B 41 0 B-C 14 -34 Top chord 2x4 SP#3-136 Bot chord 2x4 SP#3-13B Maximum Bot Chord Forces Per Ply(Ibs) Lumber grades designated with"136"use design Chords Tens.Comp. values approved 1/30/2013 by ALSC B-D 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 -3.21 0.67 BC 26 -1.52 0.67 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 1-6-7. 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 Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 A PE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ParkTerrace Ply:1 SEQN:9109/T58/JACK Custom Qty: 1 FROM: DRW: J14 Wgt:21.0lbs / ... 08/09/13 B 23'11"15 12 6 � . co M 2X4(A1) A T20,9,. C 6'4" 6'4" 6 "8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/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 1U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 213 /- /103 1- /62 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 88 /- /38 I- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.012 C B 154 /40 /74 I- /- /1.5 Des Ld: 32.00 EXP:B HORZ(TL): 0.023 C Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:22.70 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 3.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.539 C Min Brg Width Req= - Load Duration:1.25 P BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.323 B Min Brg Width Req= - i Spacing:24.0" MWFRS Parallel Dist:>2h Rep Factors Used:Yes Max Web CSI: 0.000 Bearing A Fcperp=565ps . C&C Dist a:9.00 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 Lumber A-B 69 -90 Top chord 2x4 SP#2-13B Bot chord 2x4 SP#2-13B Maximum Bot Chord Forces Per Ply(Ibs) Lumber grades designated with"'I 3B"use design Chords Tens.Comp. 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 0.00 6.33 BC 74 0.15 6.33 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 3-6-7. 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 Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAPE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ParkTerrace Ply:1 SEAN:9118/T61/EJAC Custom Qty: 1 FROM: DRW: J16 Wgt:37.8lbs / ... 08/09/13 8 2'8"94'9"15 7T'8 7' " '8 27"1 '+' 2'1"6 '+' 2'3"9 1'8 -12 6 C=4X5 23'2"2 1112X4 VAM(SRS) A B T HB 2'0"1 0 20 N i� 20,9„ G 3X3[3] F E 4'8"7 =3X4 2'3"9 "8 14 11 8 4'9"15 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): 0.087 F 980 240 G 230 /42 /93 /- 120 /1.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.171 F 499 180 E 101 /17 /49 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.041 C - - D 129 /36 /50 /- /- /1.5 Des Lc: 32.00 EXP:B HORZ(TL): 0.081 C Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:22.94 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.335 E Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.397 D Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.169 C&C Dist a:9.00 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. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 A-B 6 -15 C-D 0 0 Lumber B-C 11 -80 Top chord 2x4 SPB Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2-132-13 8 Webs 2x4 SP#3-13B Chords Tens.Comp. Chords Tens. Comp. Lumber grades designated with"l 3B"use design G-F 228 -186 F-E 0 0 values approved 1/30/2013 by ALSC Plate Shift Table Maximum Web Forces Per Ply(Ibs) JT Plate Lateral Chord JT Plate Lateral Chord Webs Tens.Comp. Webs Tens. Comp. No Size Shift Bite No Size Shift Bite A-G 51 -62 B-F 196 -243 [3] W3X3 S 1.75 G-B 139 -242 C-F 92 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 0.00 7.00 BC 84 0.00 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 Provide for complete drainage of roof. The overall height of this truss excluding overhang is 2-8-10. 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 eAPE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ParkTerrace Ply:1 SEQN:9128/T51/JACK Custom Qty: 1 FROM: DRW: J18 Wgt:42.0lbs / ... 08/09/13 8 2'3"8 5'10" 7'1"8 8 42.2.. 3,6.,8 '{' 1,3,.8 `1 1112X4 =4X4 12 A B Q 6 171 Li r N4X5(SRS) o C D i� T�21.9„3 HB'r t N - --Ni� 20 9 G 1113X4 F E dig 5'8"8 =3X4 1'3"8 { 8 5110" 7'1"88 h„ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1/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 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.040 F 999 240 G 230 /51 /105 /- /35 /1.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.082 F 999 180 E 132 /17 /56 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.019 A - - D 98 /8 /44 /- /- /1.5 Des Ld: 32.00 EXP:B HORZ(TL): 0.038 A Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:22.94 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.254 E Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.350 D Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.169 C&C Dist a:9.00 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. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 A-B 1 -9 C-D 1 0 Lumber B-C 117 -106 Top chord 2x4 SP#2-13B Bot chord 2x4 SP#2-13B Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3-13B Chords Tens.Comp. Chords Tens. Comp. Lumber grades designated with"I 3B"use design G-F 121 -22 F-E 0 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: A-G 30 -43 B-F 0 -78 Chord Spacing(in oc) Start(ft) End(ft) G-B 179 -188 C-F 151 -91 TC 24 0.00 7.00 BC 84 0.00 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. Left end vertical not exposed to wind pressure. Additional Notes Provide for complete drainage of roof. The overall height of this truss excluding overhang is 3-0-15. 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 ParkTerrace Ply:1 SEAN:8991!T79/SPEC Custom Qty: 2 FROM. DRW: J20 Wgt:22.4lbs / ... 08/08/13 3'4"8 5' S' "8 3'4"8 17'8 '8 C=4X4 T12 6 D 1112X4 T N =2X4(A1) B (V 11rl " A F E 1112X4 1112X4 3'48 1'7"8 1'6"8 3'4"8 5' 578 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): 0.015 C 999 240 B 279 /66 /149 /- /47 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.029 C 999 180 E 142 /32 /61 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.015 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL): 0.030 D B Min Brg Width Req= 3.5 NCBCLL:10.00 Mean Height:21.58 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.260 Bearing B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.120 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.115 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30.0%(0.0%)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 41 0 C-D 97 -77 Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 B-C 70 -92 Lumber Top chord 2x4 SP#2-13B Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2-13B Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3-13B B-F 41 -46 F-E 41 -46 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 purlins C-F 80 -42 D-E 109 -89 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.54 5.00 BC 58 0.15 5.00 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 2-0-11. 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 ParkTerrace Ply:1 SEAN:9157/T129/JACK Custom Qty: 4 FROM: DRW: J22 Wgt:22.4lbs / ... 08/08/13 2'8"4 4'0"88 I- 2.8.4 1.4..4'j 12 c 6 112X4 B =2'4(A7) A 3X3 PO � 1 E D 112x4 2'U"8--i62 ZO 8 6"8 61 +2'0"8 2'6 88 1.8.. 4'0"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 U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.119 G 205 120 G 268 /14 /183 /- /69 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.238 G 102 90 D 159 /9 /105 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.309 C - - C -180 /187 /17 /- /- /1.5 Des Ld: 32.00 EXP:B HORZ(TL):-0.466 C Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:25.30 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 3.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.247 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.074 C Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Re Factors Used:Yes Max Web CSI: 0.592 Bearing G Fcperp=565psi. Spacing:24.0" P C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 Lumber A-B 100 -237 B-C 8 -132 Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Maximum Bot Chord Forces Per Ply(Ibs) :B2 2x6 SP SS Dense-13B: Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#2-13B A-F 255 -54 E-D 0 0 Lumber grades designated with"1313"use design G-E 16 -103 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: F-B 160 -402 F-E 201 -407 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 4.04 BC 34 0.00 2.83 BC 34 2.04 2.83 BC 24 2.83 4.04 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 Negative reaction(s)of-179#MAX.(See below)from a non-wind load case requires uplift connection. The overall height of this truss excluding overhang is 2-4-11. 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 �APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ParkTerrace Ply:1 SEQN:9211/T128/JACK Custom Qty: 2 FROM: DRW: J23A Wgt:43.4lbs ! ... 08/09/13 24 5'10"8 "8 2'8"4 3'2"4 12 83X3 27'0"3 6 112X4 V-5X7 2X4(A1A E o '2"8 _o 1 20'13" G F 132 D 2,�„8 �Itl2X4 3,3„3 i4 413 2,0"8 6 5.9••11 H,e 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 /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.018 G 999 120 G 298 /- /178 /- /104 /1-5 BCU-: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.035 G 654 90 D 84 /87 /67 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.013 C - - C 68 /67 /17 /- !- /1.5 Des Ld: 32.00 EXP:B HORZ(TL):-0.026 C Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:25.80 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.219 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.087 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.077 C&C Dist a:9.00 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 204 -220 B-C 180 -149 Lumber Top chord 2x4 SP#2-13B Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2-13B Chords Tens.Comp. Chords Tens. Comp. :B2 2x6 SP SS Dense-138: Webs 2x4 SP#3-13B A-E 219 -158 F-D 21 134 G-F 23 -133 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 purlins B-E 188 -222 E-D 190 -30 to laterally brace chords as follows: E-F 148 -332 E-C 144 -197 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 6.04 BC 32 0.00 2.64 BC 32 2.04 2.64 BC 47 2.69 5.93 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 3-4-11. 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 eAPE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ParkTerrace Ply:1 SEAN:9225/T124/EJAC Custom Qty: 2 FROM: DRW: J25 Wgt:63.0 lbs 1 ... 08/09/13 78'4 610' T6B� 78'4 41'12 8"8 -4X4 C D 2]4'15 12 6 p X2%4 6 v 2XaA1 i A MBS r b 1 2� 102xn B2 .Ixa„J F E 70'8 6' 1 3'8 e'8 ?0'8 76' 61P Te"e� 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): 0.019 1 999 120 1 339 /- /188 /- /82 /1.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.040 1 578 90 E 197 /112 /101 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.009 D - - D 7 /26 /16 /- /- /1.5 Des Ld: 32.00 EXP:B HORZ(TL):-0.020 D Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:25.99 ft Code 1 Misc Criteria Creep Factor:1.5 1 Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.258 E Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.124 D Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:h/2 to In Rep Factors Used:Yes Max Web CSI: 0.133 C&C Dist a:9.00 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. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 A-B 202 -203 C-D 1 -1 Lumber B-C 177 -132 Top chord 2x4 SP#2-13B Bot chord 2x4 SP#2-13B Maximum Bot Chord Forces Per Ply(Ibs) :B2 2x6 SP SS Dense-13B: Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3-13B A-G 200 -149 H-F 25 -144 Lumber grades designated with"l 3B"use design I-H 27 -142 F-E 0 0 values approved 1/30/2013 by ALSC Plate Shift Table Maximum Web Forces Per Ply(Ibs) JT Plate Lateral Chord JT Plate Lateral Chord Webs Tens.Comp. Webs Tens. Comp. No Size Shift Bite No Size Shift Bite B-G 188 -238 G-F 169 -29 [11] W4X4 S 2.50 G-H 152 -342 C-F 208 -162 Purlins G-C 117 -185 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 7.54 BC 32 0.00 2.64 BC 32 2.04 2.64 BC 66 2.69 7.54 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 3-9-7. 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 Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAPE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ParkTerrace Ply:1 SEQN:9230/T94/EJAC Custom Qty: 2 FROM: DRW: J27 Wgt:42.0lbs / ... 08/09/13 Ie 9" I 1'e s"a 5'7"8 4'8.8 12 6 u=4X4 C 92X4 25'4"15 A B 57"8 io 20'9" F=3X3111 =3X3 ED ✓i 5'3'12 "a 5'S"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/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 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.002 E 999 240 F 181 /38 /72 /- /9 /1.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.005 E 999 180 D 93 /8 /41 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 B - - C 114 /54 /30 /- /- /1.5 Des Ld: 32.00 EXP:B HORZ(TL): 0.004 B Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:25.51 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.276 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.285 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.103 C&C Dist a:9.00 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. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 A-B 57 -30 B-C 0 0 Lumber Top chord 2x4 SP#2-13B Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2-13B Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3-13B F-E 40 -51 E-D 0 0 Lumber grades designated with"l 3B"use design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Plate Shift Table Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord A-F 82 -67 B-E 73 -57 No Size Shift Bite No Size Shift Bite F-B 181 -238 [1] W3X3 S 1.75 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 5.50 BC 66 0.00 5.50 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 end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 4-11-7. 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 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 ParkTerrace Ply:1 SEAN:9346/T16/JACK Custom Qty:4 FROM: DRW: J29 Wgt:13.7lbs / ... 08/09/13 12 3 F� C - T 11'1"12 =2X4(A1) `V B bo A 10'1"2 D �5'� 4' "8 1'6"8 4' 4' "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 L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 264 /83 /136 /- /33 /3-5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 45 /19 /43 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D C 68 /20 /21 /- /- /1-5 Des Ld: 32.00 EXP:B HORZ(TL):0.002 D Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 3.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.326 D Min Brg Width Req=P - BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.139 C Min Brg Width Req= - Load Duration:1.25 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000 Bearing B 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 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 Lumber A-B 22 0 B-C 17 -26 Top chord 2x4 SP#3-138 Bot chord 2x4 SP#3-13B Maximum Bot Chord Forces Per Ply(Ibs) Lumber grades designated with"136"use design Chords Tens.Comp. values approved 1/30/2013 by ALSC B-D 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 -1.54 4.00 BC 43 0.42 4.00 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 Left bottom chord exposed to wind. Additional Notes The overall height of this truss excluding overhang is 1-4-2. 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 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No.58544 PE No.71457 ParkTerrace Ply:1 SEQN:9317 I T20/EJAC Custom Qty: 11 FROM: DRW: J31 Wgt:19.4lbs / ... 08/09/13 3 12 C 117'12 N O � M(A1) N B N T2 A 101 2 D 1'6"8 i 6' 1,;8 6' 64"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 L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 303 /57 /127 /- /43 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 79 /- /30 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.009 D C 132 /38 /41 /- /- /1.5 Des Ld: 32.00 EXP:B HORZ(TL): 0.016 D Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 5.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.651 D Min Brg Width Req= - S Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.433 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.000 Bearing B 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 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 Lumber A-B 22 0 B-C 32 -37 Top chord 2x4 SP#3-13B Bot chord 2x4 SP#3-13B Maximum Bot Chord Forces Per Ply(Ibs) Lumber grades designated with"1313"use design Chords Tens.Comp. values approved 1/30/2013 by ALSC B-D 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 -1.54 6.00 BC 70 0.15 6.00 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 1-10-2. 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 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ParkTerrace Ply:1 SEAN:9323/T28/JACK Custom Qty: 6 FROM: DRW: J32 Wgt:8.0lbs / ... 08/09/13 12 3 F� C 2X4(A1) 107'12 B N O � 4"2 A 10'1"2 D 116118 � G i 21 _�rib — i� 21 r np 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 /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 204 /61 /91 /- /23 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 18 /4 /12 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 D C 16 /8 /9 /- /- /1.5 Des Ld: 32.00 EXP:B HORZ(TL):-0.001 D Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 5.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.378 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.073 C Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Re Factors Used:Yes Max Web CSI: 0.000 Bearing B Fcperp=565psi. Spacing:24.0" P 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. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 Lumber A-B 22 0 B-C 4 -10 Top chord 2x4 SP#3-136 Bot chord 2x4 SP#3-13B Maximum Bot Chord Forces Per Ply(Ibs) Lumber grades designated with"138"use design Chords Tens.Comp. values approved 1/30/2013 by ALSC B-D 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 -1.54 2.00 BC 22 0.15 2.00 Apply pariins 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 0-10-2. 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 APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ParkTerrace Ply:1SEQN:8954/T123/COMN Custom Qty: 1 FROM: DRW: T01 Wgt:9.8lbs / ... 08/08/13 12 6 F:�7' 1112X4 B M 2X4(A1) C° A 4-7 C 2'3"8 1112X4 213118 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 155 /22 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 127 /19 /- /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 C Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL): 0.002 C A Min Brg Width Req= 3.5 NCBCLL: 10.00 Mean Height:21.69 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: 0.096 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.173 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.015 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. GCpi:0.18 Plate Type(s): A-B 23 -23 Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 Lumber Hangers/Ties Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2-13B Recommended hanger connections are based on Chords Tens.Comp. Bot chord 2x4 SP#2-13B manufacturer tested capacities and calculations. A-C 6 -1 Webs 2x4 SP#3-13B Conditions may exist that require different connections Lumber grades designated with"1313"use design than indicated.Refer to manufacturer publication for values approved 1/30/2013 by ALSC additional information. Maximum Web Forces Per Ply(lbs) Bearing at location x=2'0"8 ,y=20'9" uses the following Webs Tens.Comp. Special Loads support conditions: B-C 21 -63 ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Simpson LUS24 w/(3)2x6 SP SS Dense-13B supporting member. TC-From 56 plf at 0.00 to 56 plf at 2.29 (4)0.148"x3"nails into supporting BC-From 10 plf at 0.00 to 10 plf at 2.29 member, BC- 131 Ib Conc.Load at 1.07 (2)0.148"x3"nails into supported member. 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 2.29 BC 26 0.15 2.29 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 1-6-3. 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 ParkTerrace Ply:3 SEAN:9310/T119/JACK Custom Qty: 1 FROM: DRW: T02 Wgt:403.2 lbs Page 2 of 2 / ... 08/08/13 Additional Notes The overall height of this truss excluding overhang is 3-0-11. 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 ParkTerrace Ply:1 SEAN:8971/T49/MONO Custom Qty: 5 FROM: DRW: T04 Wgt:33.6lbs / ... 08/09/13 1112X4 C 12 6 n o _ v on v 2X4(A1) B �i A 20'9" D 1112X4 �- 1'6"8 7'5" 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 /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 353 /28 /187 /- /105 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 227 /54 1123 !- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.014 D Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL): 0.026 D B Min Brg Width Req= 3.5 NCBCLL:10.00 Mean Height:22.59 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.639 Bearing B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.389 Spacing:24.0" MWFRS Parallel Dist:h/2 to In Rep Factors Used:Yes Max Web CSI: 0.261 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:9.00 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-B 41 0 B-C 57 -117 Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 Lumber Wind Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2-13B Wind loads based on MWFRS with additional C&C Chords Tens.Comp. Bot chord 2x4 SP#2-13B member design. B-D 23 -13 Webs 2x4 SP#3-13B Right end vertical not exposed to wind pressure. Lumber grades designated with"1313"use design Maximum Web Forces Per Ply(Ibs) values approved 1/30/2013 by ALSC Additional Notes Webs Tens.Comp. Purlins The overall height of this truss excluding overhang is 4-0-15. C-D 155 -173 In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.54 7.42 BC 75 0.15 7.42 Apply pudins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated.Refer to manufacturer publication for additional information. Bearing at location x=7'2" uses the following support conditions: Simpson LUS24 w/(1)2x6 SP SS Dense-13B supporting member. (4)0.148"x3"nails into supporting member, (2)0.148"x3"nails into supported member. Simpson LUS24 w/(1)2x6 SP#2-13B supporting member. (4)0.148"x3"nails into supporting member, (2)0.148"x3"nails into supported member. 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 ParkTerrace Ply:1 SEQN:9144/T35/COMN Custom Qty: 1 FROM: DRW: T06 Wgt:134.4 lbs ! ... 08/08/13 i 7'S" 12'5"8 1_ 17'6" 24'11" i 7'5" 5'0"8 5'0"8 7'5" =6X8 1112X4 -6X8 C D T2 E T12 6 p 3X3(C1) Q 1 =5X5 Cl) B =3X8FC1) v =2X4 C1 7 Li Li 1 1114X[9] (+) X5] 1'6"8 7'6"12 48"3 =-6 2 511,15 1114JJ 7'6"12 12' 7'6"12 2"15 1744 24'11" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc LJdefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.192 D 999 295 B 2207 /588 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.368 D 801 295 F 3410 /778 /- I- /- /3.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.050 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL): 0.095 G B Min Brg Width Req= 3.5 NCBCLL:10.00 Mean Height:22.59 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 3.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.848 Bearings B&F Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.987 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.405 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:9.00 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-B 41 -16 D-E 1082 -4274 Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 B-C 1095-4171 E-F 1052 -4157 Lumber Purlins C-D 1082-4274 Top chord 2x4 SP M-30:T2 2x4 SP#2-13B: In lieu of structural panels or rigid ceiling use purlins Bot chord 2x6 SP#2-13B to laterally brace chords as follows: Maximum Bot Chord Forces Per Ply(lbs) :B2 2x6 SP SS Dense-13B: Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3-13B TC 24 -1.54 24.92 g_J 3655 -947 H-G 3689 917 Lumber grades designated with"13B"use design BC 88 0.15 24.77 values approved 1/30/2013 by ALSC Apply purlins to any chords above or below fillers J-1 3697 -956 G-F 3648 -909 at 24"OC unless shown otherwise above. I-H 3697 -956 Special Loads Additional Notes -(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Maximum Web Forces Per Ply(lbs) TC-From 56 pIf at -1.54 to 56 plf at 7.42 The overall height of this truss excluding overhang is Webs Tens.Comp. Webs Tens. Comp. TC-From 56 plf at 7.42 to 56 plf at 17.50 4-0-15. TC-From 56 pIf at 17.50 to 56 plf at 24.92 C-J 1063 -240 H-E 725 -205 C-H 715 -156 G-E 1034 188 BC-From 4 pIf at -1.54 to 4 plf at 0.00 BC-From 10 plf at 0.00 to 10 plf at 24.92 D-H 103 -230 BC- 776 Ib Conc.Load at 7.06 BC- 227 lb Conc.Load at 9.06,11.06,13.06,15.06 16.06 BC- 537 Ib Conc.Load at 17.27 BC-1440 Ib Conc.Load at 24.40 Plating Notes (++)-This plate works for both joints covered. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [9] W4X5 S 3.00 [15] W4X5 S 3.00 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 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 ParkTerrace Ply:1 SEAN:9031/T46/COMN Custom Qty: 1 FROM: DRW: T08 Wgt:130.2 lbs / ... 08/09/13 6'1"4 11'5" 136" 18'9"12 24'11" 2'1" {' 5.3.'12 =4X4 D=4X4 E 12 6 F7- 03X4 C >ItU4 0 io m io =U4(A1)B C=3X4(A1) 2019,, A FJ I I --- a Ill 4 =3X4 = 4 tl 4 Fi M L K J I =3X4 1'6"8 5'11"8 5'S"8 7" 5'5"8 5'11"8 1'6"8J 5'11"8 11'5" 18'11"8 + 24'11" 1F 3.6,-I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/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 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.064 J 999 295 B 911 /128 /416 /- /130 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.144 J 999 295 G 911 /128 /416 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.028 1 - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL): 0.055 1 B Min Brg Width Req= 3.5 NCBCLL:10.00 Mean Height:23.59 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 3.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.335 Bearings B&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.408 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.340 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:9.00 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-B 41 0 E-F 345 -1031 Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 B-C 384-1408 F-G 383 -1408 Lumber C-D 345-1031 G-H 41 0 D-E 338 -857 Top chord 2x4 SP#2-13B Bot chord 2x4 SP#2-13B Webs 2x4 SP#3-13B Maximum Bot Chord Forces Per Ply(Ibs) Lumber grades designated with"'I 3B"use design Chords Tens.Comp. Chords Tens. Comp. values approved 1/30/2013 by ALSC B-M 1197 -243 K-J 857 -124 M-L 1195 -244 J-11195 -264 Purlins L-K 857 -124 1-G 1197 -263 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 -1.54 26.46 Webs Tens.Comp. Webs Tens. Comp. BC 120 0.15 24.77 M-C 171 0 E-J 246 -61 Apply purlins to any chords above or below fillers at 24' OC unless shown otherwise above. C-L 161 -439 J-F 161 440 D-L 245 -61 F-I 171 0 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 6-0-15. 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 ParkTerrace Ply:2 SEQN:9284/T108/COMN Custom Qty: 1 FROM: DRW: T10 Wgt:266.01bs / ... 08/08/13 6' 12 12'5"8 1. 54 24'11" L 6'S"12 + 5'11"12 + 5'11"12 + 6'5"12 D=6X6 12 6 1k2X4 C E,2X4 io i� 4X4A4 ( ) 4X5(A1) B F A I H =3X4 =4X4 1114X814] 1'6"8 8151,11 36"5 44"13 8'6"3 8'S"11 12' 16'4"13 24'11" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/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): 0.138 G 999 295 B 2154 /601 1- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.264 G 999 295 F 4011 /1042 /321 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.027 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL): 0.052 C B Min Brg Width Req= 3.5 NCBCLL: 10.00 Mean Height:23.85 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 3.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.845 Bearings B&F Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.533 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI: 0.958 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:72.00 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-B 21 -9 D-E 900 -3412 Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 B-C 566-2037 E-F 943 -3502 Lumber Purlins C-D 528 -1951 Top chord 2x4 SP#2-13B In lieu of structural panels or rigid ceiling use purlins Bot chord 2x6 SP SS Dense-13B to laterally brace chords as follows: Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3-13B Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp. Lumber grades designated with"l 3B"use design TC 24 -1.54 24.92 g-I 1792 -493 H-G 1659 447 values approved 1/30/2013 by ALSC BC 120 0.15 24.77 I-H 1659 -447 G-F 3112 -831 Apply purlins to any chords above or below fillers Nailnote at 24"OC unless shown otherwise above. Maximum Web Forces Per Ply(lbs) Nail Schedule:0.131"x3",min.nails Wind Webs Tens.Comp. Webs Tens. Comp. Top Chord:1 Row @12.00"o.c. Wind loads and reactions based on MWFRS. Bot Chord:1 Row @ 8.75"o.c. C-1 67 -149 D-G 2514 -634 Webs :1 Row @ 4"o.c. I-D 97 46 G-E 75 173 Use equal spacing between rows and stagger nails Additional Notes in each row to avoid splitting. The overall height of this truss excluding overhang is 6-7-3. Special Loads ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 56 plf at -1.54 to 56 plf at 12.46 TC-From 56 plf at 12.46 to 56 plf at 24.92 BC-From 4 pIf at -1.54 to 4 plf at 0.00 BC-From 10 plf at 0.00 to 10 plf at 24.92 BC-3165 Ib Conc.Load at 16.71 BC- 181 Ib Conc.Load at 17.19 BC- 337 Ib Conc.Load at 19.19 BC- 339 Ib Conc.Load at 21.19 BC- 331 Ib Conc.Load at 23.19 BC- 84 Ib Conc.Load at 24.60 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [14) W4X8 1.50 R 4.25 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 Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 fAPEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ParkTerrace Ply:1 SEAN:9005/T97/COMN Custom Qty: 2 FROM: DRW: T12 Wgt:88.2lbs / ... 08/09/13 i 6'S"12 12'5"8 6'512 5'11"12 + 4'1.8 '1 C=4X4 12 102X4 6 %2X4 B P n io 'v 2X4(At) A 2019" 5X5 1113X4[131 10' 67' E 10' 167' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/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): 0.022 B 999 240 A 569 /61 /256 /- /120 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.041 B 999 197 E 609 /86 /230 /- /- I- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.009 E - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL): 0.023 F A Min Brg Width Req= - NCBCLL:10.00 Mean Height:24.23 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.427 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.665 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.597 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 222 -885 C-D 64 -45 GCpi:0.18 Plate Type(s): B-C 179 -606 Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 Lumber Hangers/Ties Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2-13B Recommended hanger connections are based on Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2-1313 manufacturer tested capacities and calculations. A-F 736 -263 F-E 309 -96 Webs 2x4 SP#3-13B Conditions may exist that require different connections Lumber grades designated with"136"use design than indicated.Refer to manufacturer publication for values approved 1/30/2013 by ALSC additional information. Maximum Web Forces Per Ply(Ibs) Bearing at location x=0' uses the following Webs Tens.Comp. Webs Tens. Comp. Plate Shift Table support conditions: B-F 188 -369 C-E 175 -563 JT Plate Lateral Chord JT Plate Lateral ChordSimpson HUS26 w/(3)2x6 SP SS Dense-1313 supporting memller.0 446 -82 D-E 65 -100 No Size Shift Bite No Size Shift Bite (14)0.148"x3"nails into supporting [13] W3X4 S 2.25 member, (4)0.148"x3"nails into supported Purlins member. Simpson HUS26 w/(2)2x6 SP#2-13B supporting member. In lieu of structural panels or rigid ceiling use purlins (14)0.148"x3"nails into supporting to laterally brace chords as follows: member, Chord Spacing(in oc) Start(ft) End(ft) (4)0.148"x3"nails into supported TC 24 0.00 16.58 member. BC 120 0.13 16.58 Apply purlins to any chords above or below fillers Additional Notes at 24"OC unless shown otherwise above. The overall height of this truss excluding overhang is Loading 6-7-3. 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. Right end vertical not exposed to wind pressure. 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 ParkTerrace Ply:1 SEAN:9016/T91/COMN Custom Qty: 1 FROM: DRW: T14 Wgt:103.6lbs / ... 08/09/13 4'0"8 12'5"8 ' 4.0"8 '~ TB.. 5.9.. D=-4X4 E 1112X4 12 n4X5(SRS) 6 � 6'4X4 C yn T ro n io 112X4 A T bo 420,91, 11131X4[3] =3X{8 =3XG4 113X4[18] 6'612 3'S"4 6'T' F 6'6"12 10' 167' 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 /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.030 C 999 240 1 544 /62 /238 /- /93 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.058 C 999 198 F 544 /85 /223 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.012 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL): 0.023 B I Min Brg Width Req= - NCBCLL: 10.00 Mean Height:24.90 It Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.375 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.784 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.533 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 60 -61 C-D 368 -853 GCpi:0.18 Plate Type(s): B-C 252 -678 D-E 66 -44 Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 Lumber Hangers/Ties Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2-13B Recommended hanger connections are based on Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2-13B manufacturer tested capacities and calculations. I-H 503 -247 G-F 276 -115 Webs 2x4 SP#3-13B Conditions may exist that require different connections H-G 276 -115 Lumber grades designated with"1313"use design than indicated.Refer to manufacturer publication for values approved 1/30/2013 by ALSC additional information. Bearing at location x=0' uses the following Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Plate Shift Table support conditions: JT Plate Lateral Chord JT Plate Lateral ChordSimpson HUS26 w/(3)2x6 SP SS Dense-1313 supporting memtAer.1 82 -110 H-D 637 -256 No Size Shift Bite No Size Shift Bite (14)0.148"x3"nails into supporting I-B 177 -642 D-F 209 -503 [3] W3X4 S 2.25 [18] W3X4 S 2.25 member, B-H 297 -50 E-F 64 -98 (4)0.148"x3"nails into supported Purlins member. H-C 293 -589 Simpson HUS26 w/(2)2x6 SP#2-13B supporting member. In lieu of structural panels or rigid ceiling use purlins (14)0.148"x3"nails into supporting to laterally brace chords as follows: member, Chord Spacing(in oc) Start(ft) End(ft) (4)0.148"x3"nails into supported TC 24 0.00 16.58 member. BC 120 0.00 16.58 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. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 6-7-3. 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 ParkTerrace Ply:2 SEAN:9276/T93/COMN Custom Qty: 1 FROM: DRW: T16 Wgt:333.21bs / ... 08/08/13 3'11"107'11" 11'9"8 15'8" 20'6"12 26'3" 3'11"10 3'11"6 3'10"8 3'10"8 4'10"12 5'8"4 =4X8 1112X4 =6X6 C D E 12 6 p o 3X4[4] B u F 3X4 iN 1112X4 A T =4 4(A4) W6 G=4X4(A4) 1 111415[3] 7'11" =3X4 3,10"4 =3X10]2'2„1244 2'7„111),4X8[17] q'0"12 1112X4 7'11" 11'9"4 14' 16'7"1[2 20'8"8 126'3" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/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): 0.124 1 999 313 M 2152 /571 /58 /- /- /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.238 1 999 313 G 3727 /920 /369 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.031 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL): 0.060 C M Min Brg Width Req= - NCBCLL:10.00 Mean Height:23.76 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 3.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.542 Bearing G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.328 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI: 0.738 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:9.00 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-B 13 -36 D-E 516 -1973 Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 B-C 427-1622 E-F 823 -3170 Lumber Purlins C-D 516 -1973 F-G 896 -3672 Top chord 2x4 SP#2-13B In lieu of structural panels or rigid ceiling use purlins Bot chord 2x6 SP SS Dense-13B to laterally brace chords as follows: Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3-13B Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp. Lumber grades designated with"'I 3B"use design TC 24 0.00 26.25 M-L 1210 -329 J-I 2431 631 values approved 1/30/2013 by ALSC BC 120 0.00 26.10 Apply purlins to any chords above or below fillers L-K 1427 -371 I-H 3247 -775 Nailnote at 24"OC unless shown otherwise above. K-J 2431 -631 H-G 3259 -775 Nail Schedule:0.131"x3",min.nails Wind Maximum Web Forces Per Ply(Ibs) Top Chord:1 Row @12.00"o..c. Wind loads and reactions based on MWFRS. Webs Tens.Comp. Webs Tens. Bot Chord:1 Row @ 9.75"o.c. pComp. Webs :1 Row @ 4"o.c. Additional Notes A-M 22 55 D-K 48 92 Use equal spacing between rows and stagger nails M-B 425-1561 K-E 194 774 in each row to avoid splitting. The overall height of this truss excluding overhang is 5-7-15. B-L 279 -55 E-I 1936 -474 Special Loads C-L 60 -144 I-F 64 -541 ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) C-K 922 -244 F-H 396 0 TC-From 56 plf at 0.00 to 56 plf at 7.92 TC-From 56 plf at 7.92 to 56 plf at 15.67 TC-From 56 plf at 15.67 to 56 plf at 26.25 BC-From 10 plf at 0.00 to 10 plf at 26.25 BC-2884 Ib Conc.Load at 16.71 BC- 181 Ib Conc.Load at 17.19 BC- 337 Ib Conc.Load at 19.19 BC- 339 Ib Conc.Load at 21.19 BC- 331 Ib Conc.Load at 23.19 BC- 84 Ib Conc.Load at 24.60 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [3] W4X5 2.25 R 3.25 [4] W3X4 S 1.25 [10] W3X8 2.50 L 1.25 [17] W4X8 1.25 R 3.75 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 ParkTerrace Ply:1 SEAN:9054/T72/COMN Custom Qty: 1 FROM: DRW: T18 Wgt:123.2lbs, .. / ... 08/09/13 11'9"8 19'3" 263" 4.4.. i 7,5..8 7.5..8 7' 12 1&4X5 =3X4 =5X5 6 B C D T 1112X4 A (a) i7 T l � m E=3X4(A1) L 2o's^ =4 4[ =3X4 =3X4 =3X4 I H G F 977 44"9 4'11"8 TY8 977 14' 16'11"8 26'3" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,FK 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): 0.090 C 999 313 1 857 /126 /347 /- /64 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.176 C 999 313 E 867 /124 /375 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.032 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL): 0.064 F I Min Brg Width Req= - NCBCLL:10.00 Mean Height:22.87 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 3.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.628 Bearing E Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.846 Spacing:24.0" MWFRS Parallel Dist:h/2 to In Rep Factors Used:Yes Max Web CSI: 0.685 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:9.00 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-B 49 -65 C-D 473 -1305 Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 B-C 487-1460 D-E 468 -1513 Lumber Hangers I Ties Top chord 2x4 SP#2-13B Recommended hanger connections are based on Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2-13B manufacturer tested capacities and calculations. Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3-13B Conditions may exist that require different connections 1-H 895 -250 G-F 1627 -451 Lumber grades designated with"l 3B"use design than indicated.Refer to manufacturer publication for H-G 1627 -451 F-E 1284 -349 values approved 1/30/2013 by ALSC additional information. Bearing at location x=0' uses the following Bracing support conditions: Maximum Web Forces Per Ply(lbs) (a)Continuous lateral bracing equally spaced on Simpson HUS26 w/(3)2x6 SP#2-13B supporting member. Webs Tens.Comp. Webs Tens. Comp. member. (14)0.148"x3"nails into supporting member, A-1 69 98 H-C 167 324 Plate Shift Table (4)0.148"x3"nails into supported I-B 375 -1129 C-F 128 -454 member. B-H 681 -138 F-D 337 -13 JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [3] W4X4 S 2.50 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 26.25 BC 120 0.00 26.10 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 3-10-7. 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 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 ParkTerrace Ply:1 SEQN:8984/T82/MONO Custom Qty: 2 FROM: DRW: T20 Wgt:23.1lbs / ... 08/08/13 1112X4 B 12 6 0 (V 3X4(A1) A T a°7 C 1112X4 5' 5' 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 Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 1013 /269 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 792 /212 - BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.016 C Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):0.030 C A Min Big Width Req= 3.5 NCBCLL:10.00 Mean Height:22.37 ft Code/Misc Criteria Creep Factor:1.5 C Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 201 ORES Max TC CSI: 0.491 Bearing A Fcperp=565psi. Load Duration:125 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.560 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.127 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:4.50 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Chords Tens-Comp. GCpi:0.18 Plate Type(s): A-B 38 -67 Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 Lumber Hangers/Ties Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2-13B Recommended hanger connections are based on Chords Tens.Comp. Bot chord 2x6 SP SS Dense-13B manufacturer tested capacities and calculations. A-C 24 -7 Webs 2x4 SP#3-13B Conditions may exist that require different connections Lumber grades designated with"136"use design than indicated.Refer to manufacturer publication for Maximum Web Forces Per Ply(Ibs) values approved 1/30/2013 by ALSC additional information. Bearing at location x=4'9" uses the following Webs Tens.Comp. Special Loads support conditions: B-C 50 -134 -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Simpson HUS26 w/(2)2x6 SP SS Dense-13B supporting member. TC-From 56 plf at 0.00 to 56 plf at 5.00 (14)0.148"x3"nails into supporting BC-From 5 plf at 0.00 to 5 plf at 5.00 member, (a) BC- 501 Ib Conc.Load at 0.56,2.56,3.56 0. "nails into supported member. 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 58 0.15 5.00 Apply pudins 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 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 Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ParkTerrace Ply:1 SEQN:8979/T77/HIPS Custom Qty: 1 FROM: DRW: T22 Wgt:58.8lbs, / ... 08/09/13 7' 1 8'3" 1 15,3" 7' 11'3" 1 7' 1114X5 /I/4X5 B C 12 6 r o_ ih 2X4(A1) A D=2X4(A1) -4 20,9„ 1112X4 1112X4 F E 7'1"12 1 11"8 7'1"12 7'1"12 8'1"4 15'3" 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 /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.016 F 999 240 A 501 /126 /217 /- /61 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.044 F 999 180 D 501 /126 /217 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.009 F - - Wind reactions based on MWFRS Des Ld: 3200. EXP:B HORZ(TL): 0.025 F A Min Brg Width Req= - NCBCLL: 10.00 Mean Height:22.87 ft Code I Misc Criteria Creep Factor:1.5 D Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 201 ORES Max TC CSI: 0.540 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.393 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.063 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:4.50 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: A-13 256 -726 C-D 256 -726 GCpi:0.18 Plate Type(s): B-C 272 -583 Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 Lumber Wind Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2-138 Wind loads based on MWFRS with additional C&C Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2-13B member design. A-F 580 -147 E-D 580 -147 Webs 2x4 SP#3-13B F-E 583 -146 Lumber grades designated with"l 3B"use design Additional Notes values approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is 3-10-7. Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins B-F 167 -57 E-C 167 -57 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 15.25 BC 120 0.13 15.13 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated.Refer to manufacturer publication for additional information. Bearing at location x=0' uses the following support conditions: Simpson HUS26 w/(1)2x6 SP SS Dense-13B supporting member. (14)0.148"x3"nails into supporting member, (4)0.148"x3"nails into supported member. Simpson HUS26 w/(1)2x6 SP SS Dense-13B supporting member. (14)0.148"x3"nails into supporting member, (4)0.148"x3"nails into supported member. 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 ParkTerrace Ply:1 SEQN:9066/T31/COMN Custom Qty: 1 FROM: DRW: T24 Wgt:31.5lbs / ... 08/08/13 3'4"8 6'9" i- 3.4„8 3,4„8 -i C=-4X4 T 12 6 _ =4X4(A1) 4X4(A1) r` N B D 1 A 1114X5[9] 3'4"8 3'4"8 1'6"8 3'4"8 6'9" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Det/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 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.027 E 999 240 B 814 /222 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.051 E 999 180 D 1759 /455 /- /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.008 E - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):-0.014 E B Min Brg Width Req= 3.5 NCBCLL:10.00 Mean Height:21.58 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 3.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.449 Bearings B&D Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.736 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.428 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:9.00 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-B 41 -15 C-D 391 -1510 Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 B-C 402-1548 Lumber Additional Notes Top chord 2x4 SP#2-13B The overall height of this truss excluding overhang is Maximum Bot Chord forces Per Ply(Ibs) Bot chord 2x6 SP SS Dense-1313 2-0-11. Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3-13B B-E 1355 -347 E-D 1355 -347 Lumber grades designated with"13B"use design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Special Loads Webs Tens.Comp. -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) C-E 1125 -267 TC-From 56 plf at -1.54 to 56 plf at 3.38 TC-From 56 plf at 3.38 to 56 plf at 6.75 BC-From 4 plf at -1.54 to 4 plf at 0.00 BC-From 10 plf at 0.00 to 10 plf at 6.75 BC-2037 Ib Conc.Load at 5.06 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [9] W4X5 S 3.00 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 -1.54 6.75 BC 78 0.15 6.60 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. 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 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 fAPVEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ParkTerrace Ply:1 SEQN:9086/T3/COMN Custom Qty: 3 FROM: DRW: T26 Wgt:70.0lbs / ... 08/08/13 8'11"8 167" 7'3"8 77'8 C,r 5X5(R 1) 12 6 r� u� lV - � T2 0 a 3X4(N) D=2X4(A1) A 1112X4 E i 4y7 F 1'8" 7'5"4 7'S"12 1'8" 9'1"4 167" 1-8„ 1'6"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 Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.116 F 999 240 A 544 /83 /226 /- /97 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.230 F 842 193 D 637 /90 /288 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.068 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL): 0.132 F A Min Brg Width Req= 3.5 NCBCLL:10.00 Mean Height:22.64 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 3.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.609 Bearings A&D Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.542 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.093 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:9.00 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-B 94 -235 C-D 228 -795 Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 B-C 227 -743 D-E 41 0 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x6 SP SS Dense-13B 32 2x4 SP#2-13B: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2-13B Webs 2x4 SP#3-13B B-F 642 -111 F-D 643 -108 Lumber grades designated with"1313"use design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Purlins In lieu of structural panels or rigid ceiling use purlins C-F 245 0 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 18.13 BC 120 1.81 16.44 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 4-10-3. 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 ParkTerrace Ply:1 SEAN:9093/T1/COMN Custom Qty: 1 FROM: DRW: T28 Wgt:92.41bs / ... 08/09/13 3'10"84'6' 7'7"8 10'4"3 11'4"g 15'3" f 3'10"8 17'13 3,1 "3 2'8"11 '} 1'0"51 3'10"8 '1 E=3X4 I 4X8=3X3 3X3=4X4 = v 12 C D F G T 6 � 1in N =3X4(A1) B H-4X4(A1) 4y A I K J 1112X4 =3X4 4'0"4 7'0"12 4'2" �-1'6"8 1'6"8 -{ 4'0"4 11'1" 15'3" 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 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.067 F 999 240 B 815 /207 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.128 F 999 180 H 941 /220 /- /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.009 J - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):0.018 J B Min Brg Width Req= 3.5 NCBCLL: 10.00 Mean Height:21.70 ft Code/Mise Criteria Creep Factor:1.5 H Min Brg Width Req= 3.5 Soffit. 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.294 Bearings B&H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.324 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.124 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:9.00 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-B 41 -16 E-F 95 -242 Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 B-C 330-1431 F-G 309 -1502 Lumber Purlins C-D 309-1501 G-H 357 -1657 D-E 93 -236 H-1 41 -16 Top chord 2x4 SP#2-13B In lieu of structural panels or rigid ceiling use purlins D-F 236-1314 Bot chord 2x6 SP SS Dense-13B to laterally brace chords as follows: Webs 2x4 SP#3-13B Chord Spacing(in oc) Start(ft) End(ft) Lumber grades designated with"1313"use design TC 24 -1.54 7.63 Maximum Bot Chord Forces Per Ply(Ibs) values approved 1/30/2013 by ALSC TC 24 4.85 10.40 Chords Tens.Comp. Chords Tens. Comp. TC 24 7.63 11.38 Special Loads TC 24 4.85 4.85 B-K 1250 -285 J-H 1451 -308 TC 24 7.63 7.63 K-J 1269 -285 ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC 24 10.40 10.40 TC-From 56 plf at -1.54 to 56 pIf at 3.88 TC 24 11.38 16.79 TC-From 56 pIf at 3.88 to 56 plf at 7.81 BC 120 0.15 15.10 Maximum Web Forces Per Ply(Ibs) TC-From 28 plf at 7.81 to 28 plf at 11.38 Apply purlins to any chords above or below fillers Webs Tens.Comp. Webs Tens. Comp. TC-From 56 plf at 11.38 to 56 plf at 16.79 at 24"OC unless shown otherwise above. C-K 257 -10 J-G 326 -3 BC-From 4 plf at -1.54 to 4 plf at 0.00 BC-From 10 pIf at 0.00 to 10 pif at 7.81 C-J 239 -24 BC-From 5 pIf at 7.81 to 5 plf at 11.37 BC-From 10 pIf at 11.37 to 10 pIf at 15.25 BC-From 4 ptf at 15.25 to 4 pIf at 16.79 TC- 80 lb Conc.Load at 9.31 TC- 119 Ib Conc.Load at 11.37 BC- 319 Ib Conc.Load at 7.81 BC- 50 Ib Conc.Load at 9.31 BC- 119 Ib Conc.Load at 11.37 Wind Wind loads and reactions based on MWFRS. Additional Notes The overall height of this truss excluding overhang is 3-10-4. 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 ParkTerrace Ply:1 SEAN:9080/T10/MONO Custom Qty: 1 FROM: DRW: Wgt:15.41bs / ... 08/08113 T30 12 1112X4 B 6 M N 2X4(A1) A 4"7 C 3'110"8 1112X4 3'110"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 L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 401 /102 /- /- / /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 319 /83 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.008 C Wind reactions based on MWFRS Ld: 32.00 EXP:B HORZ(TL): 0.014 C A Min Brg Width Req= 3.5 Des Des Ld: :10.00 Mean Height:22.09 ft Code/Misc Criteria Creep Factor:1.5 C Min Brg Width Req= NC Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.361 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.592 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.098 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. GCpi:0.18 Plate Type(s): A-B 32 -54 Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 Lumber Hangers/Ties Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Top chord 2x4 SP#2-13B Recommended hanger connections are based on Bot chord 2x4 SP#2-13B manufacturer tested capacities and calculations. A-C 21 -6 Webs 2x4 SP#3-13B Conditions may exist that require different connections Lumber grades designated with"13B"use design than indicated.Refer to manufacturer publication for values approved 1/30/2013 by ALSC additional information. Maximum Web Forces Per Ply(Ibs) Bearing at location x=3'7"8 ,y=20'9" uses the following Webs Tens.Comp. Special Loads support conditions: ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Simpson LUS26 w/(1)2x6 SP SS Dense-13B supporting membeC 42 -114 r. TC-From 56 plf at 0.00 to 56 plf at 3.88 (4)0.148"x3"nails into supporting BC-From 5 plf at 0.00 to 5 plf at 3.88 member, (3)0.148"x3"nails into supported BC- 242 Ib Conc.Load at 0.73,2.73 member. 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 3.88 BC 45 0.15 3.88 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 2-3-11. 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 ParkTerrace Ply:1 SEQN:9312/T81/COMN Custom Qty: 2 FROM: DRW. T32 Wgt:113.4 lbs I ... 08/09/13 2'e"q 7'6"8 B'11"g 13'11"8 2'8"q 4'10"q 1'S" 5' -4X4 m4X4 C D 12 6 p 2X4 E B 3X41161 f2Xt4(Al) 3 Fi G F 3X8 .3X4 m3X4 �4XS1171 2.0-g B211'11" 7 5 2'0'B '6' 7'68 8116 13'11"6 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 /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.043 K 562 120 K 892 /447 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.083 K 293 90 F 963 /476 /- /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.010 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):-0.022 D K Min Brg Width Req= 3.5 NCBCLL:10.00 Mean Height:26.14 ft Code I Misc Criteria Creep Factor:1.5 F Min Brg Width Req= Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.442 Bearing K Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.386 MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.474 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:9.00 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-B 190 -38 C-D 268 -462 Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 B-C 158 -84 D-E 340 -601 Lumber Purlins Top chord 2x4 SP#2-13B In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2-13B to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp. :B2 2x6 SP SS Dense-13B: Chord Spacing(in oc) Start(ft) End(ft) A-1 16 -140 H-G 462 -268 Webs 2x4 SP#3-136 TC 24 -1.66 12.29 K-J 0 0 G-F 0 0 Lumber grades designated with"1BC 32 -1.66 0.973B"use design BC 32 0.38 0.97 J H 6 12 values approved 1/30/2013 by ALSC BC 75 1.02 12.29 Special Loads Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(Ibs) P at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. -(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 56 plf at 0.00 to 56 pIf at 7.54 Additional Notes B-I 136 -277 C-H 176 -88 TC-From 56 plf at 7.54 to 56 plf at 8.96 The overall height of this truss excluding overhang is I J 518 -988 D-G 74 -42 TC-From 28 plf at 8.96 to 28 pIf at 13.96 4-1-4. I-C 344 -670 G-E 613 -356 BC-From 10 pIf at 0.00 to 10 pIf at 2.04 1-H 566 -330 E-F 459 -825 BC-From 10 plf at 2.04 to 10 pIf at 7.55 BC-From 5 plf at 7.55 to 5 pIf at 13.96 PLT- 165 Ib Conc.Load at(7.55,27.98) PLT- 7 Ib Conc.Load at(9.60,27.65) PLT- 69 Ib Conc.Load at(1 1.60,26.6b) PLT- 114 Ib Conc.Load at(13.60,25.65) PLB- 351 Ib Conc.Load at(7.55,20.79) PLB- 197 Ib Conc.Load at(9.60,20.79) PLB- 106 Ib Conc.Load at(11.60,20.79) PLB- 93 Ib Conc.Load at(13.60,20.79) Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [16] W3X4 1.75 R 1.75 (17] W4X5 S 3.75 Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind 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 ParkTerrace Ply:1 SEAN:9393/T15/HIPS Custom Qty: 1 FROM: DRW: T34 Wgt:173.61bs / ... 08/09/13 8' 14'14 20' 26'3"12 32'5" 40'5" 5'10"12 6'3"12 6'1'4 8' 12 CC G 3 v =8 = ParkTerrace Ply:1 SEQN:9358/T22/MONO Custom Qty:4 FROM: DRW: T36 Wgt:40.6lbs / ... 08/09/13 1113X3 C 12 3 p N V O - M � Ch 2X4(A1) B A 101 2 1113X� �5 10'5"8 10'10"8 1'6"8 1010"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 B 465 1134 /256 /- 172 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 326 /96 /190 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.030 D Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL): 0.057 D B Min Brg Width Req= 3.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.538 Bearing B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.505 MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.513 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" 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 22 0 B-C 36 -136 Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Top chord 2x4 SP M-31 Bot chord 2x4 SP M-31 B-D 66 -56 Webs 2x4 SP#3-13B Lumber grades designated with"13B"use design Maximum Web Forces Per Ply(Ibs) values approved 1/30/2013 by ALSC Webs Tens.Comp. Purlins C-D 150 -244 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 -1.54 10.88 BC 120 0.42 10.88 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. Left cantilever is exposed to wind Left bottom chord exposed to wind. Additional Notes The overall height of this truss excluding overhang is 3-0-12. 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 ParkTerrace Ply:1 SEAN:9380/T37/COMN Custom Qty: 1 FROM: DRW: T38 Wgt:72.81bs / ... 08/09/13 87'12 12' 15'3" 67"12 5,4,.4 3'3" 1112X4 C=4X4 D 3 p T 3 X 4 B N 7 (h 2X4A1) A 6 101 2 IIIG4 F =3X3E 3X4 F5„ 11,0118 i 3'9"8 "I 6'6" 4'8"12 4'0"4 6'6" 11,2"12 15,3„ 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 /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.016 G 999 240 A 357 /90 /200 /- /72 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.036 G 999 180 F 655 /128 /299 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL): 0.012 G A Min Brg Width Req= 3.5 NCBCLL:10.00 Mean Height:15.00 ft Code/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: 0.453 Bearings A&F Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.274 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.360 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:9.00 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-13 488 -644 C-D 2 -2 Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 B-C 215 -171 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2-13B Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2-13B Webs 2x4 SP#3-13B A-G 593 -517 F-E 69 -97 Lumber grades designated with"13B"use design G-F 589 -505 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 to laterally brace chords as follows: G-B 183 -247 C-E 136 -97 Chord Spacing(in oc) Start(ft) End(ft) B-F 593 -703 D-E 41 -77 TC 24 0.00 15.25 F-C 266 -391 BC 75 0.42 15.25 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. Left and right cantilevers are exposed to wind Left bottom chord exposed to wind. Additional Notes The overall height of this truss excluding overhang is 3-4-2. 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 APEX 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 ParkTerrace Ply:1 SEAN:9329/T6/MONO Custom Qty: 6 FROM: DRW: T40 Wgt:25.2lbs .. / ... 08/09/13 3 1112X4 C . v SO 2X4(AB) N T A 10'1"2 �` D 1112X4[9] 6'4"8 1.6..8 6'4"8 8 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 L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 314 /45 1118 /- /46 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 187 /42 /97 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL). 0.009 D Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL): 0.016 D B Min Brg Width Req= 5.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req=P - Soffit: 2.00 TCDL:4.2 sf Bldg Code: FBC 2010 RES Max TC CSI: 0.418 Bearing B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.299 MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.188 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" 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-B 22 0 B-C 7 -68 Wind Duration:1.60 WAVE VIEW Ver:13.01 04 0627 14 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Top chord 2x4 SP#2-13B Bot chord 2x4 SP#2-13B B-D 31 -43 Webs 2x4 SP#3-13B Lumber grades designated with"I 3B"use design Maximum Web Forces Per Ply(Ibs) values approved 1/30/2013 by ALSC Webs Tens.Comp. Plate Shift Table C-D 194 -140 JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [91 W2X4 S 2.25 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 -1.54 6.38 BC 75 0.15 6.38 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 bottom chord exposed to wind. Additional Notes The overall height of this truss excluding overhang is 1-11-4. 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 CITY OF ATLANTIC BEACH FILE C 4 P Building Department T1 Le;s�'Yioa <;x j 800 Seminole Road ffize.-zf J.A J _ Atlantic Beach,Florida 32233 (904)247-5800 PLAN REVIEW COMMENTS Permit Application # 1'3 _ 3"�//F Property Address: 15-0 d /00r /,P /'✓aC G.- Applicant: Os S> Gr 0 ? C? T��/► q �- �- Project: F' This mit application has been: Approved 0 Reviewed and the following items need attention: I y� 7 Goe�' Ue Aki 5uN tee C Q ✓Q Please re-submit your application when these items have been completed. Reviewed By: . Date: 10— Y- 901 3 Samir City of Atlantic (Beach ��'�� APPLICATION NUMBER Building Department J �+ (To be assigned by the Building Department.) r t 800 Seminole Road Sep Atlantic Beach, Florida 322335445 ,���3 Phone(904)247-5826 - Fax(904)247-5845 E-mail: building-dept@coab.us � Date = City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: /c o �.Z4 7E Applicant: ent review required Yes No Applicant: O /• J6/I7 '.N h L G s✓ 'Planning &-Zonin CC ree Administrator Project: �G /?7 ublic Works u Iiic Chi!ties- Public Fire Services Review fee Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLICATION STATUS Reviewing Department First Review: QApproved. Denied. (Circle one.) Comments: , BUILDING PLANNING &ZONING Reviewed by: Date: 2)2 2 or TREE ADMIN. Second Review: QApproved as revised. , Denied. PUBLIC WORKS Comments: ���-�-✓�-�C PUBLIC UTILITIES .p�.�-•o.,'�� �v Ste_®' �� C���,� PUBLIC SAFETY Reviewed by. Date: FIRE SERVICES Third Review: Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 City of Atlantic Beach APPLICATION NUMBER Jam. Building Department (To be assigned by the Building Department.) 7th 800 Seminole Road 9 - Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: http:Uwww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address- 16�j� �,e4 /r 4° Qppartment review required Yes No Applicant: Q_Iss/, D/IT�°!t� %'i L L 'Planning &Zoni ree Administrator Project: //i L ) � fi Q�blc o Utile ie Public a Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date Review Permit Verified B Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: roved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: [Approved as revised. ❑De ed. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: QApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05114/09 City of Atlantic Beach ; � (`�� APPLICATION NUMBER Building Department t (To be assigned by the Building Department.) 800 Seminole Road lep ° Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 J31�? E-mail: building-dept@coab.us Date routed: City web-site: http:1Avm.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: �.d , ��4 !�e ent review required Yes No Applicant: IJS / o/172.°f3 C�, ri L L `Planning &Zoriiil Free Administrator Project: ublic o u Cic Utili ie Public Safety Fire Services Review fee $ Dept Signature (�2) Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. STAT Reviewing Department First Rev! O'Approved. ❑Denied. (Circle one.) Commen BUILDING PLANNING &ZONING Reviewed by: Date: l3 TREE ADMIN. Second Review: QApproved as revised. ❑Denied. "OWORK Comments: TILITI S PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: QApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 �S rL`1 fl J� IC BEACH CITY OF ATLANT -� �s s, PUBLIC UTILITIES !� 1200 Sandpiper Lane ATLANTIC BEACH, FL 32233 10131�� (904) 270-2535 or (904) 247-5874 NEW WATER/SEWER TAP REQUEST Date: 9/18/13 Project Address: 1500 Park Terrace W. 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: Ossi Contracting 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 9/18/13 (Utility Director or Authorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED slr� City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) +'.;. 800 Seminole Road �r Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 -fit E-mail: building-dept@coab.us Date routed: r City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: /�� �� �� [tment review required Yes No Applicant: rJ. 1 (/D/I7�°° � 1'I L L- �- - Plannin &Zonin 4Tree Administrator Project: ublic o s�, u lic Utile ie Public - Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: 0APproved. []Denied. (Circle one.) Comments: BUILDING ING &ZONING_, �A14N Reviewed by� Date: T ADMIN. Second Review: QApproved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: QApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 t f CITY OF ATLANTIC BEACH ,� s) 800 SEMINOLE ROAD j ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00003419 Date 11/05/13 Property Address . . . . . . 1500 W PARK TER Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 289700 ---------------------------------------------------------------------------- Application desc NEW HOME ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ OSSI DEVELOPMENT INC OSSI CONTRACTING LLC 1112 3RD ST. SUITE 4 13349 STONE POND DR NEPTUNE BEACH FL 32266 JACKSONVILLE FL 32224 (904) 610-3195 --- Structure Information 000 000 NEW HOUSE Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Sub Contractor . . NELSON PLUMBING CO. INC. Permit Fee . . . . 181 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . - 5/04/14 ---------------------------------------------------------------------------- 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 . If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from the edge of pavement to the property PERMIT IS]Ai?Fbb.VED]R*d1n1P1M6WNrA4 WtiOA LLnMfkhOfLX'AANn@tBERLA��Nigk4pleyHE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD s) ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00003419 Date 11/05/13 ---------------------------------------------------------------------------- Special Notes and Comments right-of-way. Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. *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 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 . 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. 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 . -------------------------------------------------------- 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 PERMIT ISGXMAA'EiF®J9BAIIN ACCORDANCE NVIlUAt-14CITY OF A*01464;EACH ORDINANEAPAND THE FLORIDrQ 0 BUILDING CODES. PLUMBING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904) 247-5/826 Fax(904) 247-58 5 JOB ADDRESS: / 5-00 ��-� 1� ( �y�C C'� Z:760PERMIT# !3-3G l Cl NEW OR REPLACEMENT INSTALLATION: Project Value$ TYPE of FIXTURE QTY TYPE of FIXTURE QT' Bathtub Septic Tank&Pit Clothes Washer Shower Dishwasher Shower Pan FDrinking SlopSink loor Drain Thre Compartment Sink Floor Sink Toilet -�-- Hose Bibs 3 Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory Water Heater Other Fixtures Water Treating System RE-PIPE: TYPE of FixT UkE QTY TYPE of FIXTURE QTY Bathtub Septic Tank&Pit Clothes Washer Shower Dishwasher Sftwer Pan Drinking iSlopSink oan Three Compartment Sink Floor Sink Toilet Hose Bibs Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory Water Heater Other Fixtures Water Treating System MISCELLANEOUS: ❑ Sewer Replacement ❑ Back Flow Preventer ❑ Grease Interceptor(Trap) gallons(Requires 3 sets of ph ❑ 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 Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether spew or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of constructi< Property Owners Name ��1 � lA,� C�-I�-S _Phone Number Plumbing Company ��LSA v" `�(u+r�Uti C Office Phone (oa-�g�S Fax 23-87 Co.Address: 1 Cot Da,)ks �-� ty c( ooState�Zip S7 License Holder(Print): 'S (--'C5TT v�c LsOv to fie tion/Registration# M-C oZ6X9 ed Si�nMM MW icens Holder Nota Public-Sta a of Florida NpvE.r�, _ 20), '_•; :•'My Comm.Expires Nov 16,201 s Sworn and subscribed b fore me this dao - 'zs Commission EE 137475 Bonded Through National Notary Assn. — Signature of Notary Publi i CITY OF ATLANTIC BEACH zs1 J 800 SEMINOLE ROAD J ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00003419 Date 12/13/13 Property Address . . . . . . 1500 W PARK TER Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 289700 ---------------------------------------------------- Application desc NEW HOME ------------------------------------------------- Owner Contractor - ------------------------ ----------------------- OSSI DEVELOPMENT INC OSSI CONTRACTING LLC 1112 3RD ST. SUITE 4 13349 STONE POND DR NEPTUNE BEACH FL 32266 JACKSONVILLE FL 32224 (904) 610-3195 --- Structure Information 000 000 NEW HOUSE Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone ZONE ------------------- -X ----- - ------------------------------------ Permit MECHANICAL HVAC PERMIT Additional desc . . Sub Contractor . . HUXHAM HEATING & AIR . 00 Permit Fee . . . . 107 . 00 Plan Check Fee Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/11/14 ------------------------------------------ Special Notes and Comments PER MIKE GRIFFIN THERE IS A HOLD ON THE CERTIFICATE OF OCCUPANCY FOR KNOCKING OVER A 20" MAGNOLIA ON THIS LOT. JAW 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 RTl 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 . If on-site storage is required, a post construction topographic survey documenting proper construction will be PERMIT ISr �OabNLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 F4v� � "' INSPECTION PHONE LINE 247-5814 C �? Page 2 Application Number . . . . . 13-00003419 Date 12/13/13 --------------------------------------------------------------- Special Notes and Comments All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from the edge of pavement to the property line. Reinforcing rods or mesh area not allowed in the right-of-way. Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . *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 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 . 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 . 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. ---------------------------------------------------- other Fees . . . . . . . . . STATE MECH DCA SURCHARGE 2 . 00 STATE MECH DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- -------- --------->� D /� ---------- -- PERMIT ISP$ � ZS@Y Il40t[Kd)RDANCE WlMAIQ.00ITY OF A*113'910(hEACH ORDINANE&QAND THE FLORIWQ 0 BUILDING CODES. CITY OF ATLANTIC BEA(iH J 800 SEMINOLE ROAD r� ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 3 Application Number . . . . . 13-00003419 Date 12/13/13 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 111 . 00 111 . 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 JOB ADDRESS: ],Soo r21� 12�c� �y:5 1 PERMIT# /3 PROJECT VALUES NEI V AIR CONDITIONING& HEATING SYSTEM INSTALLATION kir Conditioning: Unit Quantity I Tons Per Unit y eat: Unit Quantity I BTU's Per Unit ! o Seer Rating Duct Systems: Total CFM IoOD REQUIRED REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION _ RE UIRED Conditioning: U Qty Tom Per Unit - BTUs P Unit SeerRati=- eat. REQi1IRED ct Systems: Total CFM PREVENTION (Requires 3 sets of plans) ire Sprinkler System � (quires 3 sets of plans) ire Standpipe Value (Requires 3 sets of plans) nderground Fire Main (Requires 3 sets of plans) ire Hose Cabinets Qty (Requires 3 sets of plans) ommercial Hoods Quantity (Requires 3 sets of plans) ire Suppression Systems Qty PLACES MISCELLANEOUS: refabricated Fireplace Qty Automobile Lifts BTU's Boilers Piping Outlets ElevatorsWzcalators ALOTHER GAS PIPING Heat Exchanger - Of Outlets PUMPS BTU's Vented Wall Furnaces Refrigerator Coi�enser Water Heaters Solar Collection Systems Tanks(gallons) Wells p R: or abandoned for six nmaatb&I hecahy certify that.I have read pbecaufes void iff work does not c within a six month peuod ar vAmt is lied with whether specked this cation sndl w the same to be true and correct All Fovisiow oflaws and god this wo&will be comp or not The Permit does not give at�Y to violate the Proms of dMr sts�c or law mgulation or the�o�of vction �S ,1�5-f,Qc,�,+�Ov✓ Phone Number Prop rty Ops Name )� l Fax-1V& v37 _ ce phone: i Off Mec 'cal Company i rv�nf-rr„ 1 Tim �v _ CityAC-G State�l• Zips Co. dress: �1 n State ratio Lice Holder(Print): lYot Sig awn ot'Lcensa Sam 20 Sworn and subscribed before me this day of Signature of Notary Public 'r►S'a:L`l:jf J� lu ss1 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . 13-00003419 Date 12/19/13 Property Address . . . . . . 1500 W PARK TER Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 289700 ---------------------------------------------------------- Application desc NEW HOME --------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- OSSI DEVELOPMENT INC OSSI CONTRACTING LLC 1112 3RD ST. SUITE 4 13349 STONE POND DR NEPTUNE BEACH FL 32266 JACKSONVILLE FL 32224 (904) 610-3195 --- Structure Information 000 000 NEW HOUSE Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X --------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc NEW SERVICE Sub Contractor KNIGHT ELECTRIC LLC Permit Fee . . . . 125 . 00 Plan Check Fee 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/17/14 ------------------------------------------------ Special Notes and Comments PER MIKE GRIFFIN THERE IS A HOLD ON THE CERTIFICATE OF OCCUPANCY FOR KNOCKING OVER A 20" MAGNOLIA ON THIS LOT. JAW 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 . If on-site storage is required, a post construction topographic survey documenting proper construction will be PERMIT ISI&0jUAT&(dN'LY IN ACCORDANCE WITH ALL CITE' OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00003419 Date 12/19/13 ---------------------------------------------- Special Notes and Comments All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from the edge of pavement to the property line . Reinforcing rods or mesh area not allowed in the right-of-way. Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. *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 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 . 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. 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 . ---------- ----------------------- ___ Other Fees STATE ELEC DCA SURCHARGE 2 . 00 STATE ELEC DBPR SURCHARGE 2 . 00 ------------------______ ---- Fee summary Charged Paid Credited Due _ _ _ _ ---------- ----- ------- ---------- �n (� PERMIT ISP)& D FABS' WP,4*�RDANCE WjjRA5A %'ITY OF AkakFI@%EACH ORDINANELP AND THE FLORIDR 0 BUILDING CODES. CITY OF ATLANTIC BEACH y 800 SEMINOLE ROAD J v� ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 �DI31�� Page 3 Application Number 13-00003419 Date 12/19/13 00 00 . 00 Plan Check Total • 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 Grand Total 129 . 00 129 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ELECTRICAL PERMIT APPLICATION I CITY OF ATLANTIC BEACH 800 Seminole Rd,Atlantic Beach,FL 32233 Ph(904) 247-5826 Fax(904) 247-5845 JOB ADDRESS: j�yU Af i T"Eko PERMIT # JEA INFORMATION REQUIRED ON ALL PERMITS r,20D AMPS 2qb VOLTS f PHASE f C VALUE OF WORK$ t i NEW SERVICE ❑ Overhead ❑ Underground [ZI Underground up Pole ❑Residential(Main) Service 00-100 amps 11101-1 50amps e"151-200amps ❑ amps #of Meters ❑Commercial(Main)Service 00-100 amps 11101-150amps ❑151-200amps ❑ amps OCT Service amps I Conductor Type Size ❑Multi-Family(Main)Service E10-100 amps 1110 1-150amps El151-200amps ❑ amps # of Unit Meters El Temporary Pole ❑ amps SERVICE UPGRADE []—amps ❑ CT Service amps NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.) ❑100 amps ❑150amps 0200amps ❑ amps OCT Service amps ADDITIONS,REMODELS,REPAIRS,BUILD-OUTS,ACCESSORY STRUCTURES,ETC. Outlets/Switches: 0-3 Damps 31-l 00amps 101-200amps Appliances: 0-30amps 31-100amps 101-200amps A/C Circuits: 0-60amps 61-100amps Heat Circuits: # circuits @ kw Number of Lighting Outlets, Including Fixtures: OTHER ELECTRICAL PROJECTS ❑Swimming Pool ❑ Sign ❑Smoke Detectors_Qty ❑Transformers KVA ❑Motors hp FIRE ALARM SYSTEM (Requires 3 sets of plans) Qty volts/amps VALUE OF WORK$ REPAIRS/MISCELLANEOUS ❑Replace Burnt/Damaged Meter Can ❑Safety Inspection F1 Panel Change ❑OH to UG ❑Other: Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name Phone Number y 9py7 Electrical Company /J. kt klocl « GL�— Office Phone 2'P' 6T4( Fax — Co.Address: j��` S City :Tp'L 1?c k State t. Zip 72 ZV License Holder(Print): �� ""� �`r S. ation/Registration Notarized Signature of License Holder •(.�T� JENNIFER WALKER Before me this may of �. n 20 ;.. .- MY COMMISSION Y FF 011480 na• a EXPIRES:April 24,2017 Signature of Notary Public Bonded Thru Notary Public Underwriters CITY OF ATLANTIC BEAC1.1-- 800 SEMINOLE ROAD' ATLANTIC BEACH,FL 32233 Application Number 13-00003419 Date 1/03/14 Property Address . . . . . . 1500 W PARK TER Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 289700 -------------------------------- Application desc NEW HOME --------------------------------- Owner Contractor -------------- ------------------------ ---------- OSSI DEVELOPMENT INC OSSI CONTRACTING LLC 1112 3RD ST. SUITE 4 13349 STONE POND DR FL 32224 JACKSONVILLE NEPTUNE BEACH FL 32266 (904) 610-3195 --- Structure Information 000 000 NEW HOUSE Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL -----Flood-ZoneZONE -------------- ------------------- ------------------------ Permit . . . . . . MECHANICAL GAS PIPE PERMIT Additional desc . - Sub Contractor AEI INTERNATIONAL CORP. 00 Permit Fee 95 . 00 Plan Check Fee Valuation Issue Date Expiration Date . . 7/02/14 ----------------------------- Special Notes and Comments PER MIKE GRIFFIN THERE IS A HOLD ON THE CERTIFICATE OF OCCUPANCY FOR KNOCKING OVER A 20" MAGNOLIA ON THIS LOT. JAW 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 . ost construction If on-site storage is required, a p topographic survey documenting proper construction will be PERMIT ISr V@(4NLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEA4, , 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 F Page 2 Application Number . . . . . 13-00003419 Date 1/03/14 ---------------------------------------------------------------------------- Special Notes and Comments All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from the edge of pavement to the property line. Reinforcing rods or mesh area not allowed in the right-of-way. Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management. ) Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . *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 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 . 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. 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. ------------------------------------------------------------------ Other Fees . . . . . . . STATE MECH DCA SURCHARGE 3 . 03 STATE MECH DBPR SURCHARGE 3 . 03 ---------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- -----c 'B ------ ---------- -------- PERMIT ISPAI�RMD� P�0Y A�;RDANCE WI"Pi- AL( CITY OF ATLANTIC EACH ORDINANCROAND THE FLORIbA0 0 BUILDING CODES. CITY OF ATLANTIC BEAG�I 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 Page 3 Application Number 13-00003419 Date 1/03/14 00 00 . 00 Plan Check Total • 00 00 . 00 other Fee Total 6 . 06 6 . 06 00 00 Grand Total 101 . 06 101 . 06 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 G Ph(904) 247-5826 Fax (904) 247-5845 1-3 JOB ADDRESS: SQO t� 1CC�C� b�l - _PERMIT# PROJECT VALUE $ I G o NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating REQUIRED Duct Systems: Total CFM REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSATR ALLATION REQUIRED Air Conditioning: Unit Quantity Tons Per Unit RE Q Heat: Unit Quantity BTU's Per Unit Seer Rating REQUIRED Duct Systems: Total CFM FIRE PREVENTION Fire Sprinkler System Quantity (Requires 3 sets of plans) Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets Boilers BTU's Elevators/Escalators ALL OTHER GAS PIPING Heat Exchanger Quantity of Outlets 2 Pumps #Vented Wall Furnaces Refrigerator Condenser BTU's #Water Heaters Solar Collection Systems Tanks (gallons) la,Q LP Wells OTHER: Cz+�s {�' �� c �wY -T �a�,10 -� CvR. ab Pbv. 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 S -�lam��- ���� Phone Number Mechanical Company � - ��� ���� ��- _Office Phonel�y!l Fax ` 11 State Zip UW Co. Address: ` ltPC A.��'or� ��- city��A �l License Holder(Print): �j )V State Certification/Registration Notarized Signature of License Holder Sworn and subscribed before me this 3r' day of ulO, ►uu/'t-1 20 /4 ft d Florida ` /�0/�l C/ f 7 / / Epv= McGWM Signature of Notary Public x&AXa � /�FF 003716t7 EARED' )pow R AGREEMMNT 4' RELEASE Cffy Ole' ATLANTIC BEACH nt&Release Electric power is requested now undot the conditiona s end terms of fully executed Agreement /3 �. Jab Address: !- A LSD �. '` -T r Permit q0 r ;.� Service Type(Circle One): overhetid Undowund We,tha undersigned Generul Contractor and l3leatriciarr,understand and agree: and does I. "Early PDX�er",i4 ureplectionsaQ rthC G'/O c(� oYtion OcatQ a c4 upancyTMat nor mus beissued Ore OCCL1W 1O► subgtltrai0 FQC 171na1! and as sur , is at the scretton of tlae uild[ng O 0181. 2, In9e City of Tnust have prior Apptaval ginc�udmg rinspectiontCon acholtis e8rly power energizing. All rough 1� y 3. Oac�pancy gr use of he now �onSCructian bdl~a tL�rmpl ClrJ cy The Cy vfuaAetlat tFceegcti ala6�20 service. gua tsctian ex ssly pro Yb�tcd and penal/ e opi aatwenty f violation t hoio noof this�gre�ment snail result ut a request far proulpt removal of ele9lric service q, "Early P w8C"release authority t the Slectrlclan and/or the ontractor annd must not occur before: Equi tnent,devices and� res aro installed(or b an4S, o satcly, b. Pannlyis complete with breekezz and raver,oral(labeling requirad at fatal inspection). c. Service nneatian and 0jgg is caruplete, d The electrto system has ifely at thrQttglt eleetricai @heck, e. Meter can is rrnAr+ently mar d wit t} ase, f: Temporary a cress numbers displaye ( errftwient numbers arc required fbr G4). 5. This fully completed for►n is to be submitted to the Building Department by hand,mail Of ft- 6. 6. putare sueb Agreomants will not be accepted from thaw who violate a:-y one of the above items. r f CONTRACTOR a. �..,. PRINT NAt► % :S 5 EUCTR[CXAN DATE PRINT NAM rVjc n ►r7►rc -� Hot)Saminola Road,Atlando Brach FL 32233 Phone:(904)247-5826 l:ex:(904)247.5845 http:l/my%coab.us revised 0130 09