Loading...
320 Beach Ave 2015 new Home docs t1 CITY OF ATLANTIC BEACH s f 800 SEMINOLE ROAD =r ATLANTIC BEACH, FL 32233 v INSPECTION PHONE LINE 247-5814 JF3a9 SINGLE FAMILY DWELLING NEW MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 15-SFR-681 Job Type: SINGLE FAMILY RESIDENCE Description: new home Estimated Value: $475,000.00 Issue Date: 4/6/2015 Expiration Date: 10/3/2015 PROPERTY ADDRESS: Address: 320 BEACH AVE RE Number: None GENERAL CONTRACTOR INFORMATION: Name: BOSCO BUILDING CONTRACTORS Address: 2158 MAYPORT RD QA TODD ALBERT BOSCO Phone: - - PERMIT INFORMATION: FEES: PLAN CHECK FEES $802.50 UTIL REV RESIDENTIAL BLDG $50.00 BUILDING PERMIT FEE $1,605.00 STATE DCA SURCHARGE $24.08 STATE DBPR SURCHARGE $24.08 Total Payments: $2,505.66 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. FILE COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA Project Name: 320 Beach Ave Permit # f �— �/��—6J Project Address: 320 Beach Ave Atlantic Beach, FL 32233 As required by Florida Statute 553.842 and Florida Administrative Code Rule 913-72,please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide roduct approval may be obtained at: www.floridabuildin . r1R. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORS 1. Swinging La Cantina Doors Exterior Swinging F1,16354.2 2. Sliding 3. Sectional 4. Roll up Overhead Door Co Exterior Roll-up FL15960 5. Automatic 6. Other B.WINDOWS 1. Single hung 2. Horizontal slider _ 3. Casement 4. Double hung Simonton Double Hung FL5167 5. Fixed 6. Awning - 7. Pass-through 8. Projected 9. Mullion 10. Wind breaker 11. Dual action 12. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C. PANEL WALL 1. Siding 2. Soffits 3. EIFS 4. Storefronts Oldcastle Building Panel Wall-Storefront F 5. Curtain walls 6. Wall louvers 7. Glass block 8. Membrane 9. Greenhouse 10. Synthetic stucco —11. Other D. ROOFING PRODUCTS 1. Asphalt shingles 2. Underlayments 3. Roofing fasteners 4.Nonstructural metal roof 5. Built-up roofing 6. Modified bitumen 7. Single ply roofing 8. Roofing tiles 9. Roofing insulation 10. Waterproofing 11. Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofing Hydro Stop Inc Liquid Applied Roof FL6623.3 14. Cement-adhesive coats 15. Roof tile adhesive 16. Spray applied polyurethane roof 17. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# E. SHUTTERS 1. Accordion 2. Bahama 3. Storm panels 4. Colonial 5. Roll-up 6. Equipment 7. Other F. STRUCTURAL COMPONENTS 1. Wood connector/anchor 2.Truss plates 3. Engineered lumber 4. Railing 5. Coolers-freezers 6. Concrete admixtures 7. Material 8. Insulation forms 9. Plastics 10. Deck-roof 11. Wall 12. Sheds 13. Other G.SKYLIGHTS 1. Skylight w 2.Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# H.NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. Todd A. Bosco (Contractor Name) (Print Name) (Signature) Company Name: Bosco Building Contractors,Inc. Mailing Address: 2158 Mayport Rd City: Atlantic Beach State: FL Zip Code: 32233 Telephone Number: ( 904 ) 241-0320 Fax Number: ( 904 ) 241-0326 Cell Phone Number: (904 ) 233-0904 E-mail Address: Todd@BoscoCBC.com IE COPY 320 Beach Ave Atlantic Beach FL 32233 HVAC Load Calculations for Bosco Custom Homes MkL$o I ft RHVACRESIDEN'I"YAL HVAC LOADS Prepared By: Jason McDuffie Home Energy Services 2060 Davis Rd. Jacksonville, FL 32218 904 757-3569 Friday,January 30,2015 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services 320 Beach Ave Atlantic Beach FL 32233 Jacksonville FL 32218 Page 2 Project Reporf _ General Project Information Project Title: 320 Beach Ave Atlantic Beach FL 32233 Designed By: Alexa Laughren Project Date: Friday, January 30, 2015 Project Comment: This equipment can be replaced in name or by equal or greater SEER or HSFP as stated on the FL. Energy Code Client Name: Bosco Custom Homes Company Name: Home Energy Services Company Representative: Jason McDuffie Company Address: 2060 Davis Rd. Company City: Jacksonville, FL 32218 Company Phone: 904 757-3569 Company E-Mail Address: ecalcs@hesjax.com Company Website: www.hesjax.com Company Comment: Design Data Reference City: Jacksonville, Florida Building Orientation: Front door faces South Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 ft. Altitude Factor: 0.999 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 32 29.92 n/a n/a 70 n/a Summer: 95 77 45% 50% 75 46 Check Figures Total Building Supply CFM: 2,262 CFM Per Square ft.: 0.636 Square ft. of Room Area: 3,559 Square ft. Per Ton: 777 Volume(ft3)of Cond. Space: 33,631 Building Loads Total Heating Required Including Ventilation Air: 43,752 Btuh 43.752 MBH Total Sensible Gain: 49,711 Btuh 90 % Total Latent Gain: 5,221 Btuh 10 % Total Cooling Required Including Ventilation Air: 54,932 Btuh 4.58 Tons(Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ...\320 Beach Ave.rh9 Friday, January 30, 2015, 2:48 PM �; City ®f Atlantic Beach APPLICATION NUMBER ``7Q Building Department 800 Seminole Road (To be assigned by the Building Department.) Atlantic Beach, Florida 32233-5445 hr_ S Phone(904)247-5826 - Fax(904)247-5£34,5 Uw .— E-mail: building-dept@coab.us Z3 City web-site: http//www.coab.us Date routed: APPLICATION REVIEW AND TRACKING FORM Property Address: ��� ,�� Q,� /�� De artment review required Yes N® Applicant. Planning &Zon' P6 ojec t: Tree A inistrator �V GGtJ tilit' Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt of Permit Verified By Date 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: B . DING PLANNING &ZONING Reviewed by: Date: �S TREE ADMIN. Second Review: Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: wised 07/27/10 CITY OF ATLANTIC BEACH FILE COPY Building Department r� 800 Seminole Road r� Atlantic Beach,Florida 32233 (904)247-5800 PLAN REVIEW COMMENTS Permit Application # j5-- Sr/Z Property Address: :3�2 D aC/� �(i? Applicant: /) 6 y—O Project: vP 64, C•-k,,-n This permit application has been: 0 Approved 0 Reviewed and the following items need attention: y z•i�-r� Please re-submit your application when these items have been completed. Reviewed By: Date: 3. 31!� BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 FILE COPY Office (904) 247-5826 Fax (904) 247-5845 Job Address: 320Beach Ave - Atlantic Beach FL 32233 Permit Number: /S-SF/2 —&Y Legal Description Parcel # Floor Area of SS q.F t. Sq.Ft Valuation of Work $ &4 d Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): Ne Addition Alteration Repair Mov Demolition pool/spa window/door Use of existing/proposed structure(s) circle installed? one): Commercial idential If an existing structure,is a fire sprinMr system (Circle one): es o Florida Product Approval# For multiple products use product approval form Describe in detail the type of work to be performed: Building New Single Family House Property Owner Information: Name: Lindley Tolbert Design, Inc Address: 465 Beach Ave City Atlantic Beach State: FL Zip: 32233 Phone 904-241-8787 E-Mail or Fax#(Optional) Contractor Information: Company Name: Bosco Building Contractors, Inc Qualifying Agent: Todd Bosco 'dress:2158 Mayport Rd City Atlantic Beach State FL Zip 32233 ,-e Phone 904-241-0320 Job Site/Contact Number 904-241-0320 Fax# 904-241-0326_ State Certification/Registration# CBC 1250212 Architect Name&Phone# Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby,made to obtain a permit to do the work and installationsjork s indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work wtll be performed to meet the standards alllaws regulating construction in thisjurisdiction. This permit becomes null nd void�f work isnotconced within six(6)months, or if constrction or is suspended or abandoned for a penod of six 6)months at any time after work is commenced. 1 understand that separate permits must be secured for Electrical 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. I hereb certify that I have read nd exa d th' a plicat'on and know the�ss ,to be true and correct. All provisions of laws and ordinances governing this type certify will be complied ith w the spp i ted her n r not. gt #anting of a permit does not presume to give authority to violate or cancel the provisions of any other federal, tate, loc la re ati c ction or the performance of construction. Signature of Owner Signature of Contract Print Name Print Name 7C J.............................. ....... C� .............. ... .......... . .... . ..... .............. �Oom to and subscribed before me Sworn to and subscribed before me this_4L_Day of /rigrU t- , 20 IS this I v Day of 11�VL'N 2J15' WILLIAM L.WPE Notary Public,State of floiida X-1 0-i Comm.Expires Oct 1%2WA Notary P—� MAM C Puri: Notary Public Commission No.EE 128745 Notary Public,State of Florida My Comm.Expires Oct.19,2045 Revised 01.26.10 Commission No.EE 128745 DO NOT WRITE BELOW - OFFICE USE ONLY Applicable Codes: 2010 FLORIDA BUILDING CODE Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: Development Size Habitable Space _3, s 6 0 s,1? Non-Habitable8'�S Impervious area Miscellaneous Information Occupancy Group R -3 Type of Construction -V /3 Number of Stories Zoning District -�- Max. Occupancy Load Fire Sprinklers /V_ Re wired Flood Zone Conditions/Comments: NOTICE OF COMMENCEMENT FILE COPY iPREPARE IN DUPLICATE) Permit No L1 —S� 1Q– l Tax Folio No State Of FLORIDA County Of DUVAL 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 NOTICE OF COMMENCEMENT. Legal description of property being improved 5-69 16-2S-29E (03 101 Atlantic Beach) Address of property being improved 321)Beach Ave - Atlantic Beach FL 32233 General description of improvements New Single Family Home Owner Lindley Tolbert Design, Inc Address 465 Beach Ave Atlantic Beach,FL 32233 Owner's interest in site of the improvement General Fee Simple Titleholder(if other than owner) Name Address Contractor Bosco Builldft Contractors, Inc Address 2158 Mayport Rd Atlantic Beach,FL 32233 Phone No 904-241-0320 Fax No 904-241-0326 Surety(if any) Address Amount of bond$ i Phone 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 Phone No. --T 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 Statutes (Fill in at Owners option) Name Address Phone No Fax No Expiration date of Notice of Commencement(the expiration d to is o ( ye)ftfrom the date of recording unless a different date is specified) THIS SPACE FOR RECORDER'S USE ONLY 1 Signed. DATE ilii l Doc#2015062 s Of i� In the 488,OR BK 11 102 Page 181 :ounty of Duval.Sta a of r ,has personally appeared O Number Pages: 1 LI'vne i;Y 7-% 1 _i, _ herein by 12 PM, knselfl herself and amrms mat all statements and declarations herein Recorded 03.•'19;2015 at 01 RT DUVAL re true and accurate WILLIAM L.POPE Ronnie Fussell CLERK CIRCUIT COURT Notary Public,State of Florida RECORDING$10.00 My Comm.Expires Oct. 19,21115 Commission No.EE 128745 Jotary Public at Large.State of 2 County of Ay commission expires. _-te iIi Producetl Identification Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services 320 Beach Ave Atlantic Beach FL 32233 Jacksonville,FL 32218 Page 3 Miscellaneous Report System 1 1st Floor Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 32 29.92 80% n/a 70 n/a Summer: 95 77 45% 50% 75 46.43 System 2 2nd Floor Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb _ Rel.Hum _ Rel.Hum Dry Bulb Difference Winter: 32 29.92 80% n/a 70 n/a Summer: 95 77 45% 50% 75 46.43 Duct Sizing Inputs Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.01000 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 550 ft./min 450 ft./min Maximum Velocity: 600 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data Winter Summer Infiltration Specified: 0.250 AC/hr 0.250 AC/hr 140 CFM 140 CFM Infiltration Actual: 0.250 AC/hr 0.250 AC/hr Above Grade Volume: X 33.633 Cu.ft. X 33,633 Cu.ft. 8,408 Cu.ft./hr 8,408 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 140 CFM 140 CFM Total Building Ventilation: 0 CFM 0 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 21.98 = (1.10 X 0.999 X 20.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 31.54 = (0.68 X 0.999 X 46.43 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 41.76 = (1.10 X 0.999 X 38.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr(67 CFM) Summer Infiltration Specified: 0.250 AC/hr(67 CFM) ---System 2--- Infiltration & Ventilation Sensible Gain Multiplier: 21.98 = (1.10 X 0.999 X 20.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 31.54 = (0.68 X 0.999 X 46.43 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 41.76 = (1.10 X 0.999 X 38.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr(73 CFM) Summer Infiltration Specified: 0.250 AC/hr(73 CFM) C:\ ...\320 Beach Ave.rh9 Friday, January 30, 2015, 2:48 PM Rhvac-Residential 8r Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services 320 Beach Ave Atlantic Beach FL 32233 Jacksonville,FL 32218 Pa e 4 Load Preview Report Sys Net ft.2 Sen Lat Net Sen Hts Cls Act Duct Scope Ton /Ton Area Gain. Gain Gain Loss CFM CFM CFM Size Building 4.58 777 3,559 49,711 5221 54,932 43,752 885 2,262 2,262 System 1 2.14 748 1,604 22,821 2,908 25,729 23,867 483 1,038 1,038 18 Zone 1 1,604 22,821 2,908 25,729 23,867 483 1,038 1,038 18 1-Entry 120 4,453 350 4,803 5,571 113 203 203 1-9 2-Living 320 9,455 1,013 10,468 5,176 105 430 430 2-9 3-Dining 300 335 175 510 1,316 27 15 15 1-4 4-Kitchen 300 3,462 538 4,000 3,366 68 158 158 1-8 5-Bath 1 50 100 0 100 0 0 5 5 1-4 6-Mud Room 208 1,382 407 1,789 3,849 78 63 63 1-5 7-Flex Room 306 3,634 425 4,059 4,589 93 165 165 1--8 System 2 2.43 803 1,955 26,890 2,313 29,203 19,885 402 1,223 1,223 20 Zone 1 1,955 26,890 2,313 29,203 19,885 402 1,223 1,223 20 8-Master Bedroom 450 7,069 783 7,852 6,129 124 322 322 2-8 9-M WIC 99 164 0 164 177 4 7 7 1-4 10-Master Bath 120 1,526 147 1,673 1,387 28 69 69 1-5 11-M Toilet 19 32 0 32 34 1 1 1 1-4 12-Laundry 83 137 0 137 147 3 6 6 1-4 13-Stair 58 552 210 762 812 16 25 25 1-4 14-Family 488 6,652 363 7,015 4,187 85 303 303 2-7 15-Bath 2 43 71 0 71 76 2 3 3 1-4 16-Br2 WIC 43 71 0 71 76 2 3 3 1-4 17-Bedroom 2 234 5,238 405 5,643 3,354 68 238 238 1-9 18-Bedroom 3 234 5,238 405 5,643 3,354 68 238 238 1-9 19-Br 3 WIC 43 71 0 71 76 2 3 3 1-4 20-Bath 3 43 71 0 71 76 2 3 3 1-4 C:\ ...\320 Beach Ave.rh9 Friday, January 30, 2015, 2:48 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services + 320 Beach Ave Atlantic Beach FL 32233 Jacksonville,FL 32218 Page 5 Duct Size Preview Room or Source Minimum Maximum Rough. Design SP Duct Duct Htg Cig Act. Duct Duct Name Velocity Velocity Factor L/100 Loss Velocity Length Flow Flow Flow Size System 1 Supply Runouts Zone 1 1-Entry Built-In 450 750 0.01 0.1 458.6 113 203 203 1-9 2-Living Built-In 450 750 0.01 0.1 486.9 105 430 430 2-9 3-Dining Built-In 450 750 0.01 0.1 174.7 27 15 15 1-4 4-Kitchen Built-In 450 750 0.01 0.1 451.2 68 X158 158 1-8 5-Bath 1 Built-In 450 750 0.01 0.1 52.1 On 5 5 1-4 6-Mud Room Built-In 450 750 0.01 0.1 461.1 78063 63 1-5 7-Flex Room Built-In 450 750 0.01 0.1 473.7 93 165 165 1-5 Other Ducts in System 1 Supply Main Trunk Built-In 550 600 0.01 0.1 587.6 483 , 1X13& 1,038 18 System 2 Supply Runouts Zone 1 8-Master Bedroom Built-In 450 750 0.01 0.1 460.7 124 322 322 2-8 9-M WIC Built-In 450 750 0.01 0.1 85.6 4 7 7 1-4 10-Master Bath Built-In 450 750 0.01 0.1 509.3 28 69 69 1-5 11-M Toilet Built-In 450 750 0.01 0.1 16.6 1 1 1 1-4 12-Laundry Built-In 450 750 0.01 0.1 71.3 3 6 6 1-4 13-Stair Built-In 450 750 0.01 0.1 287.6 16 25 25 1-4 14-Family Built-In 450 750 0.01 0.1 566.2 85 03 303 2-7 15-Bath 2 Built-In 450 750 0.01 0.1 36.8 20 3 3 1-4 16-Br2WIC Built-In 450 750 0.01 0.1 36.8 2W 3 3 1-4 17-Bedroom 2 Built-In 450 750 0.01 0.1 539.4 68 W 238 238 1-9 18-Bedroom 3 Built-In 450 750 0.01 0.1 539.4 68 OW38 238 1-9 19-Br 3 WIC Built-In 450 750 0.01 0.1 36.8 2W 3 3 1-4 20 Bath 3 Built-In 450 750 0.01 0.1 36.8 2� 3 1-4 Other Ducts in System 2 Supply Main Trunk Built-In 550 600 0.01 0.1 560.8 402 1,223 20 Summary System 1 Heating Flow: 483 Cooling Flow. 1038 System 2 Heating Flow: 402 Cooling Flow. 1223 I L C:\ ...\320 Beach Ave.rh9 Friday, January 30, 2015, 2:48 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services 320 Beach Ave Atlantic Beach FL 32233 Jacksonville,FL 32218 Page 6 Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 4A-6-o: Glazing-Double pane low-e(e = 0.20 or less), 1336.6 17,779 0 26,956 26,956 high performance, operable window, a=0.05 on surface 2, any frame, u-value 0.35, SHGC 0.35 11J: Door-Metal - Fiberglass Core 53 1,209 0 834 834 12E-Osw: Wall-Frame, R-19 insulation in 2 x 6 stud 1915.9 4,951 0 2,918 2,918 cavity, no board insulation, siding finish, wood studs 12E-Osw: Part-Frame, R-19 insulation in 2 x 6 stud cavity, 214 553 0 276 276 no board insulation, siding finish, wood studs 18A1-21o: Roof/Ceiling-Roof Joists Between Roof Deck 2098.5 3,748 0 3,058 3,058 and Ceiling or Foam Encapsulated Roof Joists, Spray Foam Insulation, Dark or Bold-Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-21 open cell 1/2 Ib. spray foam, 5.5 inches in 2 x 6 joist cavity, 1 inch on joist 22A-ph: Floor-Slab on grade, No edge insulation, no 169 8,721 0 0 0 insulation below floor, any floor cover, passive, heavy moist soil 20P-19: Floor-Over open crawl space or garage, Passive, 493 938 0 371 371 R-19 blanket insulation,any cover Subtotals for structure: 37,899 0 34,413 34,413 People: 4 800 920 1,720 Equipment: 0 8,000 8,000 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 140, Summer CFM: 140 5,853 4,421 3,079 7,500 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 3,299 3,299 Total Building Load Totals: 43,752 5,221 49,711 54,932 Check Figures r 1W Total Building Supply CFM: 2,262 CFM Per Square ft.: 0.636 Square ft. of Room Area: 3,559 Square ft. Per Ton: 777 Volume(ft3)of Cond. Space: 33,631 Building Loads Total Heating Required Including Ventilation Air: 43,752 Btuh 43.752 MBH Total Sensible Gain: 49,711 Btuh 90 % Total Latent Gain: 5,221 Btuh 10 % Total Cooling Required Including Ventilation Air: 54,932 Btuh 4.58 Tons(Based On Sensible + Latent) Notes -� Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ...\320 Beach Ave.rh9 Friday, January 30, 2015, 2:48 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services 320 Beach Ave Atlantic Beach FL 32233 Jacksonville,FL 32218 Page 7 Building Pie Chart Infiltration 13% Floor 22% Door 3% Building Loss 43 752 Roof 9% u :.E Btuh �i Wall 13% Glass 41% Floor 1% Roof 6% ED Excursion 6% Wall 6% - Infiltration 14% Building Gain 54,932 —__Equipment 15% Btuh Glass 49% People 30 0 Door 2% C:\ ...\320 Beach Ave.rh9 Friday, January 30, 2015, 2:48 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services 320 Beach Ave Atlantic Beach FL 32233 Jacksonville,FL 32218 Page 8 I System 1 Room Load Summary Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 1 Entry 120 5,571 113 1-9 459 4,453 350 203 203 2 Living 320 5,176 105 2-9 487 9,455 1,013 430 430 3 Dining 300 1,316 27 1-4 175 335 175 15 15 4 Kitchen 300 3,366 68 1-8 451 3,462 538 158 158 5 Bath 1 50 0 0 1-4 52 100 0 5 5 6 Mud Room 208 3,849 78 1-5 461 1,382 407 63 63 7 Flex Room 306 _ 4,589 93_ 1-8 474 3,634 425 165 165 System 1 total 1,604 23,867 483 22,821 2,908 1,038 1,038 System 1 Main Trunk Size: 18 in. Velocity: 588 ft./min Loss per 100 ft.: 0.050 in.wg Cooling System Summary Cooling Sensible/Latent Sensible LatentFo Tons Split Btuh Btuh jWj h Net Required: 2.14 89% / 11% 22,821 2,908 25,729 Actual: 2.48 75%/25% 22,350 7,450 29,800 Equipment Data Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: CH13NA030""A CH13NA030""A Indoor Model: FB4CNP036 Brand: CARRIER AIR CONDITIONING CARRIER AIR CONDITIONING Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 7.7 HSPF 13 SEER Sound: 0 0 Capacity: 29,600 Btuh 29,800 Btuh Sensible Capacity: n/a 22,350 Btuh Latent Capacity: n/a 7,450 Btuh AHRI Reference No.: n/a 7425708 C:\ ...\320 Beach Ave.rhg Friday, January 30, 2015, 2:48 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services 320 Beach Ave Atlantic Beach FL 32233 Jacksonville,FL 32218 Page 9 System 2 Room Load Summary Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat CIg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 8 Master Bedroom 450 6,129 124 2-8 461 7,069 783 322 322 9 M WIC 99 177 4 1-4 86 164 0 7 7 10 Master Bath 120 1,387 28 1-5 509 1,526 147 69 69 11 M Toilet 19 34 1 1-4 17 32 0 1 1 12 Laundry 83 147 3 1-4 71 137 0 6 6 13 Stair 58 812 16 1-4 288 552 210 25 25 14 Family 488 4,187 85 2-7 566 6,652 363 303 303 15 Bath 2 43 76 2 1-4 37 71 0 3 3 16 Br 2 WIC 43 76 2 1-4 37 71 0 3 3 17 Bedroom 2 234 3,354 68 1-9 539 5,238 405 238 238 18 Bedroom 3 234 3,354 68 1-9 539 5,238 405 238 238 19 Br 3 WIC 43 76 2 1-4 37 71 0 3 3 20 Bath 3 _ 43 76 2 1-4 37 71 0 3 3 1 System 2 total 1,955 19,885 402 26,890 2,313 1,223 1,223 System 2 Main Trunk Size: 20 in. Velocity: 561 ft./min Loss per 100 ft.: 0.040 in.wg Cooling System Summa Cooling Sensible/Latent Sensible LatdW Tons Split Btuh Btuh Net Required: 2.43 92% /8% 26,890 2,313 29,203 Actual: 2.83 75%/25% 25,500 8,500 34,000 Equipment Data Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: CH 13NA036****C CH 13NA036****C Indoor Model: FPMAN*036+TXV Brand: CARRIER CARRIER Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 7.7 HSPF 13 SEER Sound: 0 0 Capacity: 33,400 Btuh 34,000 Btuh Sensible Capacity: n/a 25,500 Btuh Latent Capacity: n/a 8,500 Btuh AHRI Reference No.: n/a 7088476 C:\ ...\320 Beach Ave.rh9 Friday, January 30, 2015, 2:48 PM FILE COPY FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 320 Beach Ave Builder Name: Bosco Custom Homes Street: 320 Beach Ave Permit Office: Duval City,State,Zip: Atlantic Beach,FL,32233- Permit Number: Owner: Jurisdiction: 261100 Design Location: FL,Jacksonville 1. New construction or existing New(From Plans) 9. Wall Types(3524.1 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 3289.10 ft2 b.Frame-Wood,Adjacent R=19.0 235.00 ft2 3. Number of units,if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (2098.0 sqft.) Insulation Area a.Roof Deck(Unvented) R=21.0 2098.00 ft2 6. Conditioned floor area above grade(ft2) 3560 b.N/A R= ft2 Conditioned floor area below grade(ft2) 0 c. R= ft2 11.Duct s R ft2 7. Windows(1333.2 sqft.) Description Area a.Sup: 1st Floor,Ret:1st Floor,AH:1st Floor 6 178 a. U-Factor: Dbl,U=0.35 1333.20 ft2 b.Sup: 2nd Floor,Ret:2nd Floor,AH: 1st Floor 6 178 SHGC: SHGC=0.35 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 29.8 SEER:13.00 b.Central Unit 34.0 SEER:13.00 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 29.8 HSPF:7.70 SHGC: b.Electric Heat Pump 34.0 HSPF:7.70 Area Weighted Average Overhang Depth: 3.377 ft. Area Weighted Average SHGC: 0.350 14.Hot water systems a.Natural Gas Tankless Cap:1 gallons 8. Floor Types (3560.0 sqft.) Insulation Area EF:0.750 a.Slab-On-Grade Edge Insulation R=0.0 1605.00 ft2 b. Conservation features b.Floor Over Other Space R=0.0 1462.00 ft2 None c.other(see details) R= 493.00 ft2 15.Credits Pstat Glass/Floor Area: 0.374 Total Proposed Modified Loads: 56.13 PASS Total Standard Reference Loads: 70.15 1 hereby certify that the plans and specifications covered by Review of the plans and F CHE STq� this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance ift,elle rvic with the Florida Energy Code.PREPARED BY: a.__ (�• Before construction is completed a - DATE: ___ 1/30/2015 this building will be inspected for 0 4„ a compliance with Section 553.908 I hereby certify that this building, as desi n i p' ce Florida Statutes. �,y O with the Florida Energy Code. CSD WY 7 OWNER/AGENT: BUILDING OFFICIAL: DATE: C'f l j DATE: 3I Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 1/30/2015 5:44 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 PROJECT Title: 320 Beach Ave Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 3560 Lot# Owner: Total Stories: 2 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Bosco Custom Homes Rotate Angle: 0 Street: 320 Beach Ave Permit Office: Duval Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, 32233- New/Existing: New(From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 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 Block1 1605 16050 2 Block2 1955 17595 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfiIID Finished Cooled Heated 1 1 st Floor 1605 16050 Yes 4 0 1 Yes Yes Yes 2 2nd Floor 1955 17595 No 0 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 1 st Floor 169 ft 0 1605 ft2 ____ 0.7 0 0.3 2 Floor over Garage 2nd Floor ____ ____ 493 ft2 19 0 0 1 3 Floor Over Other Space 2nd Floor ____ ____ 1462 ft2 0 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Flat Metal 2105 ft2 88 ft2 Light 096 No 0.9 No 21 4.8 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 2098 ft2 N N 1/30/2015 5:44 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Unvented) 1st Floor 0.1 143 ft2 0 Wood 2 Under Attic(Unvented) 2nd Floor 0.1 1955 ft2 0 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Wa.11-Type Space R-Valiia Anzn, R--Value Fraction AhSnr_grade% 1 E Exterior Frame-Wood 1st Floor 19 4.5 0 10 0 45.0 ft2 0 0.23 0.8 0 2 S Exterior Frame-Wood 1 st Floor 19 23.5 0 10 0 235.0 ft2 0 0.23 0.8 0 3 N Exterior Frame-Wood 1 st Floor 19 14 0 10 0 140.0 ft2 0 0.23 0.8 0 4 E Exterior Frame-Wood 1 st Floor 19 19 0 10 0 190.0 ft2 0 0.23 0.8 0 5 N Exterior Frame-Wood 1 st Floor 19 14 0 10 0 140.0 ft2 0 0.23 0.8 0 6 N Exterior Frame-Wood 1st Floor 19 9.5 0 10 0 95.0 ft2 0 0.23 0.8 0 7 S Exterior Frame-Wood 1 st Floor 19 17.5 0 10 0 175.0 ft2 0 0.23 0.8 0 8 N Exterior Frame-Wood 1 st Floor 19 25.5 0 10 0 255.0 ft2 0 0.23 0.8 0 9 W Garage Frame-Wood 1 st Floor 19 7 0 10 0 70.0 ft2 0 0.23 0.8 0 10 W Garage Frame-Wood 1 st Floor 19 16.5 0 10 0 165.0 ft2 0 0.23 0.8 0 11 S Exterior Frame-Wood 1 st Floor 19 17.5 0 10 0 175.0 ft2 0 0.23 0.8 0 12 N Exterior Frame-Wood 2nd Floor 19 28.5 0 9 0 256.5 ft2 0 0.23 0.8 0 13 N Exterior Frame-Wood 2nd Floor 19 24 0 9 0 216.0 ft2 0 0.23 0.8 0 14 N Exterior Frame-Wood 2nd Floor 19 16.5 0 9 0 148.5 ft2 0 0.23 0.8 0 15 E Exterior Frame-Wood 2nd Floor 19 2 0 9 0 18.0 ft2 0 0.23 0.8 0 16 S Exterior Frame-Wood 2nd Floor 19 11 0 9 0 99.0 ft2 0 0.23 0.8 0 17 N Exterior Frame-Wood 2nd Floor 19 8.5 0 9 0 76.5 ft2 0 0.23 0.8 0 18 S Exterior Frame-Wood 2nd Floor 19 10 0 9 0 90.0 ft2 0 0.23 0.8 0 19 N Exterior Frame-Wood 2nd Floor 19 13 0 9 0 117.0 ft2 0 0.23 0.8 0 20 S Exterior Frame-Wood 2nd Floor 19 13.5 0 9 0 121.5 ft2 0 0.23 0.8 0 21 W Exterior Frame-Wood 2nd Floor 19 4 0 9 0 36.0 ft2 0 0.23 0.8 0 22 E Exterior Frame-Wood 2nd Floor 19 2 0 9 0 18.0 ft2 0 0.23 0.8 0 23 W Exterior Frame-Wood 2nd Floor 19 12 0 9 0 108.0 ft2 0 0.23 0.8 0 24 S Exterior Frame-Wood 2nd Floor 19 23.66 0 9 0 213.0 ft2 0 0.23 0.8 0 25 W Exterior Frame-Wood 2nd Floor 19 12 0 9 0 108.0 ft2 0 0.23 0.8 0 26 N Exterior Frame -Wood 2nd Floor 19 23.66 0 9 0 213.0 ft2 0 0.23 0.8 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Insulated 1 st Floor None .6 4 8 32 ft2 2 W Insulated 1st Floor None .6 3 7 21 ft2 1/30/2015 5:44 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 WINDOWS Orientation shown is the entered,Proposed orientation. / Wall Overhang �/ # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 E 1 Metal Low-E Double Yes 0.35 0.35 8.0 ft' 5 ft 0 in 0 ft 0 in None None 2 S 2 Metal Low-E Double Yes 0.35 0.35 205.8 ft' 1 ft 0 in 10 ft 0 in None None 3 E 4 Metal Low-E Double Yes 0.35 0.35 166.7 ft' 3 ft 0 in 1 ft 0 in None None 4 N 6 Metal Low-E Double Yes 0.35 0.35 40.0 ft' 2 ft 0 in 0 ft 0 in None None 5 S 7 Metal low-E Double Yes 0.35 0.35 36.7 ft' 2 ft 0 in 0 ft 0 in None None 6 N 8 Metal Low-E Double Yes 0.35 0.35 32.0 ft2 2 ft 0 in 0 ft 0 in None None 7 S 11 Metal Low-E Double Yes 0.35 0.35 130.0 ft2 2 ft 0 in 0 ft 0 in None None 8 N 12 Metal Low-E Double Yes 0.35 0.35 66.0 ft' 1 ft 0 in 1 ft 0 in None None 9 N 13 Metal Low-E Double Yes 0.35 0.35 150.0 ft' 10 ft 0 in 1 ft 0 in None None 10 N 13 Metal Low-E Double Yes 0.35 0.35 30.0 ft2 10 ft 0 in 1 ft 0 in None None 11 S 16 Metal Low-E Double Yes 0.35 0.35 63.0 ft' 1 ft 0 in 1 ft 0 in None None 12 N 19 Metal Low-E Double Yes 0.35 0.35 78.0 ft' 1 ft 0 in 1 ft 0 in None None 13 S 20 Metal Low-E Double Yes 0.35 0.35 117.0 ft' 1 ft 0 in 1 ft 0 in None None 14 W 23 Metal Low-E Double Yes 0.35 0.35 105.0 ft' 5.5 ft 0 in 1 ft 0 in None None 15 W 25 Metal Low-E Double Yes 0.35 0.35 105.0 ft2 5.5 ft 0 in 1 ft 0 in None None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 585 ft2 92 ft2 64 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse BestGuess .0003 2801.4 153.79 289.23 .2844 4.9958 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:7.7 29.8 kBtu/hr 1 sys#1 2 Electric Heat Pump None HSPF:7.7 34 kBtu/hr 2 sys#2 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block_ Ducts 1 Central Unit None SEER: 13 29.8 kBtu/hr 894 cfm 0.75 1 sys#1 2 Central Unit None SEER: 13 34 kBtu/hr 1020 cfm 0.75 2 sys#2 1/30/2015 5:44 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Exterior 075 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None 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 1 st Floor 6 178 ft2 1 st Floor 44 ft2 Default Leakage 1 st Floor (Default) (Default) 1 1 2 2nd Floor 6 178 ft2 2nd Floor 44 ft2 Default Leakage 1 st Floor (Default) (Default) 2 2 TEMPERATURES ProgramableThermostat: Y Ceiling Fans: Cooling [ ]Jan [[ ]]Feb Mar Apr Ma X Jun [X]Jul rj Au rl Se [ ]Oct [ ]Nov Dec Heating 4X)Jan 4X]Feb Mar f �APr f May 4 Jun [ ]Jul AuSep [ ]Oct [X]Nov Dec Venting ]Jan ]]Feb XMar [X]A r [ Ma [ Jun [ ]Jul Aug Se [X]Oct [X]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 1/30/2015 5:44 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: 320 Beach Ave 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 controls and cooling system. Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 1/30/2015 5:44 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index, the more efficient the home. 320 Beach Ave, Atlantic Beach, FL, 32233- 1 New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 3289.10 ft2 b.Frame-Wood,Adjacent R=19.0 235.00 ft2 3. Number of units,if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d.N/A R= ft2 10.Ceiling Types Insulation Area 5. Is this a worst case? No a.Roof Deck(Unvented) R=21.0 2098.00 ft2 6. Conditioned floor area(ft2) 3560 b.N/A R= ft2 c. N/A R= ft2 7. Windows- Description Area a. U-Factor: Dbl,U=0.35 1333.20 ft2 11.Ducts R ft2 a.Sup:1st Floor,Ret: 1st Floor,AH:1st Floor 6 178 SHGC: SHGC=0.35 b.Sup: 2nd Floor,Ret:2nd Floor,AH: 1st Floor 6 178 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 29.8 SEER:13.00 SHGC: b.Central Unit 34.0 SEER:13.00 d. U-Factor: N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 29.8 HSPF:7.70 Area Weighted Average Overhang Depth: 3.377 ft. b.Electric Heat Pump 34.0 HSPF:7.70 Area Weighted Average SHGC: 0.350 8. Floor Types Insulation Area 14.Hot water systems Cap:1 gallons a.Slab-On-Grade Edge Insulation R=0.0 1605.00 ft2 a.Natural Gas EF:0.75 b.Floor Over Other Space R=0.0 1462.00 ft2 c.other(see details) R= 493.00 ft2 b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building HE STAT Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Oth rwi e, a new EPL Display Card will be completed based on installed Code compliant fe Builder Signature: Date: Q �,, er r� g� Address of New Home � ��,� � f! Cit y/FL Zip: � "\ cop H,E,,�� "Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. "Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software TABLE 402.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: 320 Beach Ave Builder Name: Bosco Custom Homes Street: 320 Beach Ave Permit Office: Duval City,State,Zip: Atlantic Beach,FL,32233- Permit Number: Owner: Jurisdiction: 261100 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier Exterior thermal envelope insulation for framed walls is installed in substantial contact and continuous alignment with building envelope air barrier. Breaks or joints in the air barrier are filled or repaired. Air-permeable insulation is not used as a sealing material. Air-permeable insulation is inside of an air barrier. Ceiling/attic Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. Attic access (except unvented attic), knee wall door, or drop down stair is sealed. Walls Corners and headers are insulated. Junction of foundation and sill plate is sealed. Windows and doors Space between window/door jambs and framing is sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including Insulation is installed to maintain permanent contact with underside above-garage and of subfloor decking. cantilevered floors) Air barrier is installed at any exposed edge of insulation. Crawl space walls Insulation is permanently attached to walls. Exposed earth in unvented crawl spaces is covered with Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, knee walls and flue shafts opening to exterior or unconditioned space are sealed. Narrow cavities Batts in narrow cavities are cut to fit, or narrow cavities are filled by sprayed/blown insulation. Garage separation Air sealing is provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures are air tight, IC rated, and sealed to drywall. Exception—fixtures in conditioned space. Plumbing and wiring Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed/blown insulation extends behind piping and wiring. Shower/tub on exterior wall Showers and tubs on exterior walls have insulation and an air barrier separating them from the exterior wall. Electrical/phone box on Air barrier extends behind boxes or air sealed-type boxes are installed. Common wall Air barrier is installed in common wall between dwelling units. HVAC register boots HVAC register boots that penetrate building envelope are sealed to subfloor or drywall. Fireplace Fireplace walls include an air barrier. EnergyGauge®LISA-FlaRes2010 Section 405.4.1 Compliant Software Boscot `• 1 04 Rejsatsd tlr, Site Information 102 Hood 05 lrHortn n 320 Beach Ave.,Duval Only tO nytop.nw.loonbmw�o.MIM ttw Wood r arr nwnt.kdcftd In D.**...rd for mrYrrpy MIM 6%projnt d..ipn ThbStructural Engineer of Record ew.w ao..na ntNd.M•Oonr.aor�.m r.Pwdblky,tor.non 00, .,..pw tr~dw oonb.aor b r..poroDk ly oornAvice MIM so Geoffrey Wayne Gartner y otth. 'ooa.iwM..nd to tlr"°° oon of tlw wp" Y Y ilhb rwAw do..not aoruldr M. e, wpwnow..nd PE No.59328 °ambo" i 0Q «`popr.rtw radwWAPEX _ awr.a inm - - �r+�lte: CONSULTING,Ilk. PEX ��sl:� .� • +r _ ' _ twv WIND LOADING (Cd=1.6) RO IN (Cd=1.25) FLOOR LOADING (Cd=1.00) MWFRS TCLL 20 sf TCLL 40 psf 130 MPH (3 second gust)\ASCE 7-10 TCDL 07 psf TCDL 20 psf Enclosed Structure(0.18) BCLL 10 psf BCLL 00 psf Exposure C BCDL 05 psf BCDL 05 psf Occupancy Category II(Res) FBC2010 Residential/TPI-2007 COPY Design Program: ITW VIEW v14.00.000 FILE This Package inicudes 80 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 320BeachAveNew F01 3/12/2015 r33 320BeachAveNew FG03 3/12/2015 61 320BeachAveNew T13 3/12/2015 2 320BeachAveNew F02 3/12/2015 320BeachAveNew FG05 3/12/2015 62 320BeachAveNew T14 3/12/2015 3 320BeachAveNew F03 3/12/2015 320BeachAveNew FG06 3/12/2015 63 320BeachAveNew T15 3/12/2015 4 320Bea-chAveNew F04 3/12/2015 320BeachAveNew FGb7 3. /2615 64 320BeachAveNew T16 3/12/20155 320BeachAveNew F04G 3/12/2015 320BeachAveNew FG08 3/12/2015 65 320BeachAveNew T17 3/12/2015 6 320BeachAveNew F05 3/12/2015 36 320BeachAveNew FG09 3/12/2015 66 320BeachAveNew T18 3/12/2015 7 320BeachAveNew F06 3/12/2015 37 320BeachAveNew FG10 3/12/20151 67 320BeachAveNew T19 3/12/2015 8 320BeachAveNew F07 3/12/2015 38 320BeachAveNew FG 11 3/12/2015 68 320BeachAveNew T20 3/12/2015 9 3206eachAveNew F08 3/12/2015 39 320BeachAveNew FG12 3/12/2015 69 320BeachAveNew T21 3/12/2015 10 320BeachAveNew F08A 3/12/2015 40 320BeachAveNew FG 13 3/12/2015 70 320BeachAveNew T22 3/12/2015 11 320BeachAveNew F09 3/12/2015 41 320BeachAveNew FG14 3/12/2015 71 320BeachAveNew T23 3/12/2015 12 320BeachAveNew F09A 3/12/2015 42 320BeachAveNew FG 15 3/12/2015 72 320BeachAveNew T24 3/12/2015 13 320BeachAveNew F10 3/12/2015 43 3206eachAveNew FG16 3/12/2015 73 3206eachAveNew T25 3/12/2015 14 320BeachAveNew F12 3/12/2015 44 320BeachAveNew FG 17 3/12/2015 74 320BeachAveNew T26 3/12/2015 15 320BeachAveNew F12A 3/12/2015 45 320BeachAveNew FGE0 1 3/12/2015 75 320BeachAveNew T27 3/12/2015 16 320BeachAveNew F13 3/12/2015 46 320BeachAveNew FGE02 3/12/2015 76 320BeachAveNew T28 3/12/2015 17 320BeachAveNew F14 3/12/2015 47 320BeachAveNew GE01 3/12/2015 77 320BeachAveNew T29 3/12/2015 18 320BeachAveNew F15 3/12/2015 48 320BeachAveNew GE02 3/12/2015 78 320BeachAveNew T30 3/12/2015 19 320BeachAveNew F16 3/12/2015 49 320BeachAveNew T01 3/12/2015 79 320BeachAveNew T31 3/12/2015 20 320BeachAveNew F17 3/12/2015 50 320BeachAveNew T02 3/12/2015 80 320BeachAveNew T32 3/12/2015 21 320BeachAveNew F18 3/12/2015 51 320BeachAveNew T03 3/12/2015 22 320BeachAveNew F19 3/12/2015 52 320BeachAveNew T04 3/12/2015 23 320BeachAveNew F20 3/12/2015 53 320BeachAveNew T65 3/12/2015 24 320BeachAveNew F21 3/12/2015 54 320BeachAveNew T06 3/12/2015 ,,`Illllttff/// 25 320BeachAveNew F22 3/12/2015 55 320BeachAveNew T07 3/12/2015 `�'►� M U R /�i� 26 320BeachAveNew F23 3/12/2015 56 320BeachAveNew T08 3/12/2015 ,� �`�•.•'•••••'••;y 0 27 320BeachAveNew F24 3/12/2015 57 320BeachAveNew T09 3/12/2015 �`!(Q,��G �••• ��100 28 320BeachAveNew F25 3/12/2015 58 320BeachAveNew T10 3/12/2015 29 320BeachAveNew FG01 3/12/2015 59 320BeachAveNew T11 3/12/2015 0 30 320BeachAveNew FG02 3/12/2015 60 3208eachAveNew T12 3/12/2015 = * t �lLl Apex Technology i 0 Apex Technology is a ficticious name owned by Jax Apex Technology,Inc.,a Florida Corporation. Florida Engineer Business No.7547-4745 rJ# Sutton Park te 402 le,FL 32224(904) The seal on this ndexlsheet indicates alcceptance of professional engineering responsibility solely for the Truss Design Drawings listed above win for an articualr buildin is the responsibility of the Building Designer,per ANSI/TPI 1- feach dra building is and use o Y P h d.The suitabilityg and attac a 2002 Section 2 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- 3/12/2015 31.003 of the Florida Board of Professional Engineers Job#320BEACHAVENEW BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 2 921.61 534.00 3 28'08"00 T08 COMN 0.25/12 Pifch 1 -Ply 1 921.48 544.00 2 921.48 544.00 2 28'08"00 T09 COMW 0.25/12 Pitch 1 -Ply 1 920.86 470.00 2 920.94 470.00 1 28'08"00 T10 COMN 0.25/12 Pitch 2-Ply 1 1659.00 834.00 2 1659.03 834.00 2 09'00"02 T11 COMN 0.25/12 Pitch 1 -Ply 1 375.05 234.00 2 214.10 106.00 1 28'08"00 T12 COMN 0.25/12 Pitch 2-Ply 1 1655.31 844.00 2 1655.29 844.00 10 28'08"00 T13 COMN 0.25/12 Pitch 1 -Ply 1 917.38 423.00 2 917.37 423.00 4 28'08"00 T14 COMN 0.25/12 Pitch 1 -Ply 1 989.26 495.00 2 848.74 394.00 2 28'08"00 T15 COMN 0.25/12 Pitch 1 -Ply 1 923.40 425.00 2 911.35 418.00 9 26'01"00 T16 COMN 0.25/12 Pitch 1 -Ply 1 907.13 466.00 2 765.85 349.00 1 26'01"00 T17 COMN 0.25/12 Pitch 1 -Ply 1 907.12 454.00 - 2 765.85 356.00 1 26'01"00 T18 COMN 0.25/12 Pitch 1 -Ply 1 907.12 457.00 2 765.85 384.00 1 26'01"00 T19 COMN 0.25/12 Pitch 1 -Ply 1 907.12 457.00 2 765.85 383.00 1 26'01"00 T20 COMN 0.25/12 Pitch 1 -Ply 1 913.89 534.00 2 759.77 451.00 1 26'01"00 T21 COMN 0.25/12 Pitch 1 -Ply 1 913.89 533.00 2 759.78 451.00 1 23'09"08 T22 COMN 0.00/12 Pitch 1 -Ply 1 761.33 374.00 2 761.33 382.00 1 26'01"00 T23 COMN 0.00/12 Pitch 1 -Ply 1 913.84 533.00 2 759.74 450.00 1 02'00"00 T24 COMN 0.00/12 Pitch 1 -Ply 1 64.00 32.00 2 64.00 32.00 1 02'00"00 T25 COMN 0.00112 Pitch 1 -Ply 1 64.00 0.00 2 64.00 0.00 18 02'00"00 T26 COMN -0.25/12 Pitch 1 -Ply 1 128.00 105.00 2 0.00 1.00 1 05'10"08 T27 FLAT 0.00/12 Pitch 2-Ply 1 380.27 188.00 2 363.93 180.00 2 05'10"08 T28 FLAT 0.00/12 Pitch 2-Ply 1 357.84 185.00 2 378.58 203.00 1 05'10"08 T29 FLAT 0.00/12 Pitch 2-Ply 1 380.27 188.00 2 363.93 180.00 4 02'00"00 T30 MONO 0.25/12 Pitch 2-Ply 1 64.00 31.00 2 64.00 35.00 2 05'07"12 T31 COMN 0.25/12 Pitch 1 -Ply 1 180.68 92.00 2 180.68 92.00 2 09'00"02 T32 COMN -0.25/12 Pitch 1 -Ply 1 214.10 106.00 Page 2 of 4 Job#320BEACHAVENEW BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 2 05'00"04 F21 SY42 0.00/12 Pitch 1 -Ply 1 326.35 0.00 2 326.35 0.00 1 05'00"04 F22 SY42 0.00/12 Pitch 1 -Ply 1 878.75 0.00 2 934.96 0.00 1 12'10"00 F23 SY42 0.00/12 Pitch 1 -Ply 1 834.17 0.00 2 834.17 0.00 1 11'02"08 F24 SY42 0.00/12 Pitch 1 -Ply 1 728.54 0.00 2 728.54 0.00 1 03'08"04 F25 SY42 0.00/12 Pitch 1 -Ply 1 239.69 0.00 2 239.69 0.00 1 12'03"08 FGE01 SY42GABL 0.00112 Pitch 1 -Ply 1 1567.92 0.00 1 1510"08 FGE02 SY42GABL 0.00/12 Pitch 1 -Ply 1 2033.75 0.00 Total of Trusses 226 Maximun Height 02'03"09 Page 4 of 4 _> mm z X 12, 011 o� C7 5z D 0 0 O G7 D D Z c) Z W o v, D r- r T Z 3" TYP m m zo oO 'C C W c c �0m W 4�m D Cf) VJ W i< Z , „ ^ m m mG) * W Q Q l J m a 00 O m f r- 0 IO N 0 pZ �;, y m m v Z Z - Z z 40 00 z mon v X-0 O ooOD DX DX m' � zr cn � C/) 0') o� 00 mOm �, mz0 mz Do = c m U) X m N X m 0 omT7 (Jw N p � N_ pCTn t N$ N c QQ N O N V 000 �7 - D O _ D O _ mZ m0 nr -� Or 15 o> O r � x <o C� mn n mn ob r�fl �7 � Dp Wrn Wm zN (nDCf) C)7Z . OW C7 m Z Z Ozzzmn '; 11-0 m � OZZ � yo Wmp � � G) D NA W OJ Ow � mmcm '', F- Lr M O n (n � m m M. rn O D m <, � Qnzm c c mZ T- -n (n (/) X< W CA Cn nm ow Fm0 � � m m m 5 C) O (7 C) -n(r C) m �) � � � n =� N � � m = O 0 O O -. v o m = > rQ co z N Z z S s cnrnDrZ7 � N z o N G) Zyp M CA ° m z -+ � 00 „ X „ X � � �y m uDi � (f) CD w m Z0 w M z0 Z � � X rn N X m N G7 N o N pC/) °J > 0 � D O m Q m D m = D m m z Wm 0 r • D W m Dn m D T r � � m � m • n m co z G� } m » z -n > » 2 \\ \ / c 0 -- _ / $ / 2 / _ 0 a age ....\ § - - C .... . - -� m _ oc § \j / § \ § / 2 22 C/) --j j ?% / aaao « p \ e / // § j / j > > \ // / - eee \ ee a \ § x / / g ) ro \ z /om § �\ Pz » - / \ \ \ ow �_ Ramer ojm3 / 02 \ ® x ® / 3 = � - gym _ 05 N \ < C) \ \ \ / \ ? \ sa m _ %.�.. , co = - 0 / > r—Z 22 ® c $ D / \ u mCD � � � \ \ tee \ mm gE , t 3 I > - \/ ME 0 \ } \ 0 0 > � � j % ` ' / a -u0 2 = > t = o c \) om § » � y } f / \ / ƒ m jj \ \ � & « z e o / / \ �`@ xo > m r- / > ` � rj \ /® \ j > z » P § > g § g GG) ) \ ® \ / _ / Q j > / o § »00 z § m \y >- � o� m 22 ®\ » a oaor = Imx c m% »s / /7 �/ 2@ \ \ \\ c « m2 m22� / / // / zm3 S g 0 c / 6 Z > - 2 S / } \§ q > CD MU e m / 3 @ ® / f y3 s 3 \\ ' G} - )_%20 ; o - § \} 71 f \ \ gym_ \ / \ w 6,//7--Mf \ \ \\ / \ m > > \ 3« G > /�em ® \ / Cl) � \ ƒ > : 0 ; a H O \ / $ \ � » 9E _ \ \ 2 \ $ -r >-:1 �� 00 > E = 2 / > § @ a @ _ @ = u z 2 ® m > to e m � > _) 0 cn Cl) \\ . . \ / , . . . . @ G 2 ; G P 2 -a 2 \\ )\ 00Fn / O O g o ¥ / m� m 2 / 2 e y m m� j ® �u - \ s \ \� 22 0 ' q j \ � > \ 0 Cf) > M e g O ® \ z C) � � f 2 ® c m 2 @ ± » # » » 0 O ® � / m e q 2 S �D m m X 0m D O D m �Z -IG� �7m op (n 1° nG� r � rO- -I 0z G)o D D O C O —I Z Z D " O � m C) cf) z - N N CD QI Zo o = Dm O n D O 0 � n Cf) 0D0 mom0 � z = � v 0 (n >o Dim -ziC = O � n0 p ZO m � 0 oSz CD No � m -0 mor D - Cn 2m > mr p D n pom � N Dmz 00 =i c n o> n �7 < S Cl) mm m � �? mmm cn om � D � � � Cl)mr' D y mze' � � N xZcn Oz mD � x — D� me � mcmi (Dnm m Xp � o mm� m o) (n C pT D00p n D Z o° o � oy � O 5g z � �.� O D D z 0 D n TI oA � z � C � z = o m z —I ,D � mn � � 0 � m 0 mD � � m � � m � � - 0 mZ Zcn = Wz m2 � r- m z v, � m ; mom y z� � �, : � n > D mm 0 ; may r D n Cn � r °Z o � N � � QD c -< 0 0 <o -{ Q- T J r Cn c Z J 00 = y [n p m z Z o D� � Z O 0 U! z N �_; cn o D m oc E75 C" m2Dr— rrT Z 'a D = 0 zz Zpn p0 � p D _ 0 z 7A> o D � o r Az D � � m � n m --1 0 C —i m� pOz mmD OzmS _ 0 0 0 0 N� Z D � m N 0 � _ D o� m � ncf) xUD wrn p � mDz o� � < mti � m � � D D m = � 0 �T m r o D Z cn Z 3 Z _ �7 T �z = y Cm x D ncn m O r (n mo D � xmX O cn 0O 0 = F C7 D m� — nm r p o ti p C: �7 r n m r Nm -n co03 o m D O nz0D m < O p r m D O — (/� \ o_z o � = * oo zm z o - XA W —J 01b • O MU O > n > � 0 pO1 O m n n Z O Sp D00 z O0mn Z � - mmnD CC/ a m 320Bear-hAveNew Ply:1 SEAN:17498/T33/SY42 Custom Qty: 13 FROM: DRW: F02 Wgt:210.0lbs ! ... 03/12/15 117"8 13'1"8 24'9" 117'8 1'6" 117"8 2'6"6 - (TYP) 1115X5[3] 1113X4 W=3X4 1112X4[27] 1112X4[1] 1113X4 W=3X4 1113X4 1113X4 1115X5[26] ADA B C D E F G H I J K L M NQ TPIK:= 1 10''"2 1115X5[4] W= X4 1113X4 4 W=3X4 1115X5[25] AC AB AA Z Y X W V U T S R Q =5X5 1114X5 1113X4 =5X5 24'9" -' 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: 20.00 Speed: NA mph Pf:NA Ce:NA VERT(I-Q: 0.233 W 999 360 AC 1062 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.452 W 643 388 p 1062 /- !- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.032 B - - AC Min Brg Width Req= 1.5 Des Ld: 65.00 EXP:NA - HORZ(TL): 0.062 B P Min Brg Width Req= 1.5 1 _ NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings AC&P Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 201 ORES Max TC CSI: 0.277 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.492 Maximum Top Chord Forces Per Ply(lbs) Spacing:16.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.525 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 -9 H-1 0 -4088 I:NA GCpi:NA Plate Type(s): B-C 0-1549 I-J 0 -4088 Wind Duration:NA WAVE VIEW Ver:14.03.01G.0122.23 C-D 0-2759 J-K 0 -3606 Lumber End Vertical Attachment D-E 0-3606 K-L 0 -2759 E-F 0-4088 L-M 0 -1549 Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical F-G 0-4088 M-N 0 -9 Top chord 4x2 SP#2 using(3)qty.1 Od box or(0.128"x3"min)gun nails G-H 0-4231 Bot chord 4x2 SP#2:B2,83 4x2 SP M-30: through wide face or(3)qty.1-1/2"leg 16-Gage 1" Webs 4x2 SP#3 wide(minimum)Crown staples on each narrow face. Maximum Bot Chord Forces Per Ply(lbs) Lumber value set"13B"uses design values approved Additional Notes Chords Tens.Comp. Chords Tens. Comp. 1/30/2013 by ALSC +2x6 continuous strongback.See detail Plating Notes STRBRIBR1014 for bracing and bridging recommendations. AB-AA 2240 0 U-T 3933 0 All plates are 4X5(R)except as noted. Truss must be installed as shown with top chord up. AA-Z 3264 0 T-S 3933 0 Z-Y 3933 0 S-R 3264 0 Plate Shift Table The overall height of this truss excluding overhang is Y-X 3933 0 R-Q 2240 0 JT Plate Lateral Chord JT Plate Lateral Chord 1-9-0. X-W 4231 0 Q-P 843 0 No Size Shift Bite No Size Shift Bite W-V 4231 0 Ill 2X4 S 2.50 [3] 5X5 2.25 L 2.75 [4] 5X5 2.75 L 2.75 [25] 5X5 2.75 R 2.75 Maximum Web Forces Per Ply(lbs) [26] 5X5 2.25 R 2.75 [27] 2X4 S 2.50 Webs Tens.Comp. Webs Tens. Comp. Purlins AD-AC 46 0 V-H 174 -159 In lieu of structural panels or rigid ceiling use purlins A-AC 0 -96 H-U 78 -437 to laterally brace chords as follows: AC-B 0-1303 U-J 363 0 Chord Spacing(in oc) Start(ft) End(ft) B-AB 1102 0 J-S 0 -512 TC 24 0.13 24.38 AB-C 0-1080 S-K 534 0 BC 120 0.13 24.38 C-AA 810 0 K-R 0 -789 Apply puriins to any chords above or below fillers at 24"OC unless shown otherwise above. AA-D 0 -789 R-L 810 0 D-Z 534 0 L-Q 0 -1080 Camber Z-E 0 -512 Q-M 1102 0 Max JT VERT DEFL:LL:0.23"DL:0.25".See detail E-X 363 0 M-P 0 -1303 DEFLCAMB1014 for camber recommendations. X-G 78 -437 N-P 0 -96 G-W 174 -159 P-O 46 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 fAPEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 320BeachAveNew Ply:1 SEAN:17298/T45/SY42 Custom Qty:6 FROM: DRW: F04 Wgt:226.8lbs / ... 03/12/15 13'7"814'9"4 26'3"4 r 137"8 +1"1+ 116 �-1'10"8..I L.-2,6„_..I - - - - -- - . . .. - (TYP) 1116X8[5] 1112X4[29] 1112X4[2] =4X4 =6X6 =5X5 W=3X4 W=3X4 1114X4 N13X4 1114X4 1115X7 =6X8 A B C D E F G H 1 J K L M N 0 - a -LAE 110'1"2 =4X5 116X6[6] 1115X7[8] 1114X5[10] 1114X 114X5 1114X4 1115X7 1116X6[27] 115X7 AD �A�C AB AA Z Y X W V UT S R Q P 1114X8[4] W=H0310 W=3X8 �-1'11"8 24'3"12 26'3"4 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 L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 20.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.293 J 983 360 AC 2091 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.623 J 462 384 P 1537 / - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.038 P - - AC Min Brg Width Req= 1.5 Des Ld: 65.00 - XP:NA HORZ(TL): 0.082 P P Min Brg Width 8aq. - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing AC Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.435 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.898 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.869 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 -22 H-1 0 -5807 I:NA GCpi:NA Plate Type(s): B-C 450 0 I-J 0 -6040 Wind Duration:NA WAVE,HS VIEW Ver:14.03.01 G.012223 C-D 0-1942 J-K 0 -5889 Lumber End Vertical Attachment D-E 0-3782 K-L 0 -5259 E-F 0-5065 L-M 0 -4081 Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical F-G 0-5065 M-N 0 -2358 Top chord 4x2 SP M-31:T2,T3 4x2 SP#2: using(3)qty.10d box or(0.128"x3"min)gun nails G-H 0-5807 N-0 0 0 Bot chord 4x2 SP M-31 :B2,B4 4x2 SP#2: through wide face or(3)qty.1-1/2"leg 16-Gage 1" Webs 4x2 SP#3 wide(minimum)Crown staples on each narrow face. Maximum Bot Chord Forces Per Ply(lbs) Lumber value set"13B"uses design values approved Additional Notes Chords Tens.Comp. Chords Tens. Comp. 1/30/2013 by ALSC +2x6 continuous strongback.See detail AD-AC 0 -407 W-V 6040 0 Plating Notes STRBRIBR1014 for bracing and bridging recommendations. AC-AB 896 0 V-U 6041 0 All plates are 4X5(R)except as noted. AB-AA 2991 0 U-T 6041 0 This truss spaced @ 24.0"OC supports additional concentrated load at left end from 8.00'stud wall Z- Z 4547 0 T-S 5706 0 Plate Shift Table (13.75 PSF)supporting 0-0-0 roof spans with 0-0-0 Z-Y 5564 0 S-R 4792 0 JT Plate Lateral Chord JPlate Lateral Chord overhang.Roof load:30.00 psi LL and 25.00 psf DL. Y-X 5564 0 R-Q 3349 0 No Size Shift Bite Noo Size Shift Bite Truss must be installed as shown with top chord up. X-W 6039 0 Q-P 1347 0 2 [2) 2X4 S 2.50 (4) 4X8 1.25 L 2.75 [5] 6X8 2.75 L 2.75 [6] 6X6 3.50 L 2.75 The overall height of this truss excluding overhang is Maximum Web Forces Per Ply(lbs) [e] 5X7 2.75 L 2.75 [10] 4X5 2.25 L 2.75 1-9-0. [27] 6X6 3.50 R 2.75 [29] 2X4 S 2.50 Webs Tens.Comp. Webs Tens. Comp. AD-A 0 -192 I-W 265 -187 Purlins AD-B 525 0 V-J 202 -250 In lieu of structural panels or rigid ceiling use purlins AE-AD 0 -116 J-T 192 -534 to laterally brace chords as follows: B-AC 0 -569 T-K 472 -37 Chord Spacing(in oc) Start(ft) End(ft) AC-C 0-1905 K-S 0 -699 TC 24 0.00 26.15 C-AB 1643 0 S-L 730 0 BC 120 -0.12 26.15 Apply purlins to any chords above or below fillers AB-D 0-1649 L-R 0 -1111 at 24"OC unless shown otherwise above. D-AA 1245 0 R-M 1143 0 AA-E 0-1204 M-0 0 -1547 Hangers/Ties E-Z 820 0 Q-N 1581 0 (J)Hanger Support Required,by others Z-G 0 -789 N-P 0 -1993 G-X 570 0 O-P 0 -54 X-1 64 -662 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 fAPEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 320BeachAveNew Ply:1 SEAN:17299/T42/SY42 Custom Qty: 2 FROM: DRW: F05 Wgt:198.8lbs / ... 03/12/15 117'8 136" 23'10"8 11'7"8 F 1'10"8 } 10'4"8 �- 2'6" -{ (TYP) =6X6 W=3X4 012X4[26] 812X4[l] 015X7 1114X4 1113X4 1114X5 W=3X4 1115X7 =6X6 AC B C D E F G H I J K L M NQ T CD 1 10'1"2 =5X7 =6X6 1115X5[6] W=H0310 814X4 W=H0310 1115X5[22] =6X6 =5X7 AB AA Z Y W V UT S R Q P 1114X5 23'10"8 -- 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 Ioc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 20.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.328 G 855 360 AB 1537 - BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.636 G 440 374 p 1537 - t BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.046 B - - AB Min Brg Width Req= - - Des Ld: 65.00 EXP:NA - HORZ(TL): 0.060 6 P Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.695 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.766 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.752 A-B 0 -13 H-1 0 -5852 C&C Dist a:NA It FT/RT:12(0)/10(0) Mfg Specified Camber: B-C 0-2229 I-J 0 -5111 I:NA GCpi:NA Plate Type(s): C-D 0-3949 J-K 0 -5111 Wind Duration:NA WAVE,HS VIEW Ver:14.03.01G.0123.00 D-E 0-5125 K-L 0 -3952 Lumber End Vertical Attachment E-F 0-5752 L-M 0 -2228 F-G 0-5752 M-N 0 -13 Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical G-H 0-5863 Top chord 4x2 SP#2 using(3)qty.10d box or(0.128"x3"min)gun nails Bot chord 4x2 SP#2:82,B3 4x2 SP M-30: through wide face or(3)qty.1-1/2"leg 16-Gage 1" Webs 4x2 SP#3 wide(minimum)Crown staples on each narrow face. Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber value set"l 3B"uses design values approved Additional Notes 1/30/2013 by ALSC AB-AA 1218 0 V-U 5863 0 +2x6 continuous strongback.See detail Plating Notes STRBRIBR1014 for bracing and bridging recommendations. Z�Y 4658 0 T-S 5564 0 All plates are 4X5(R)except as noted. Y-X 5575 0 S-R 4661 0 Truss must be installed as shown with top chord up. X-W 5575 0 R-Q 3218 0 Plate Shift Table The overall height of this truss excluding overhang is W-V 5866 0 Q-P 1218 0 JT Plate Lateral Chord JT Plate Lateral Chord 1-9-0. No Size Shift Bite No Size Shift Bite Maximum Web Forces Per Ply(Ibs) [1] 2X4 S 2.50 [6] 5X5 3.00 L 2.75 Webs Tens.Comp. Webs Tens. Comp. [22] 5X5 3.25 R 2.75 [26] 2X4 S 2.50 AC-AB 67 0 H-U 0 -369 Purlins AB-B 0-1881 U-1 789 -39 In lieu of structural panels or rigid ceiling use purlins A-AB 0 -141 I-S 0 -716 to laterally brace chords as follows: B-AA 1580 0 S-K 703 0 Chord Spacing(in oc) Start(ft) End(ft) AA-C 0-1547 K-R 0 -1108 TC 24 0.12 23.50 C-Z 1140 0 R-L 1147 0 BC 120 0.13 23.50 Z-D 0-1107 L-Q 0 -1546 Apply pur ins to any chords above or below fillers D-Y 729 0 Q-M 1578 0 at 24"OC unless shown otherwise above. Y-E 0 -703 M-P 0 -1882 Hangers/Ties E-W 486 0 N-P 0 -140 W-G 215 -558 P-O 67 0 (J)Hanger Support Required,by others G-V 160 -276 Camber Max JT VERT DEFL:LL:0.33"DL:0.37".See detail DEFLCAMB1014 for camber recommendations. 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 fAPEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 320BeachAveNew Ply:1 SEQN:17503/T39/SY42 Custom Qty: 1 FROM: DRW: F07 Wgt:26.6lbs .. / ... 03/12/15 3" 3'10"12 i 3 2.7„12 '1 �--2'4"12 -{ _ 1111X3 =3X3 1111X3 A B C T ZLG 1 10'1"2 III 1 X3 =-3X3 F E D 1112X4 I—3'10"12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 20.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.078 E 562 350 F 255 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.151 E 289 240 D 237 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.049 B - - F Min Brg Width Req= 1.5 Des Ld: 65.00 - EXP:NA HORZ(TL):-0.096 B D Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing F Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.436 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.439 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.041 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 B-C 0 0 I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:14.03.016.0122.23 Maximum Bot Chord Forces Per Ply(lbs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) F-E 0 -1 E-D 5 0 Top chord 4x2 SP M-30 Bot chord 4x2 3 M-30 Maximum Web Forces Per Ply(lbs) Webs 4x2 SP iia Webs Tens.Comp. Webs Tens. Comp. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC G-F 0 -12 B-D 0 -6 A-F 0 -121 C-D 0 -172 Purlins E-B 0 -147 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 0.13 3.77 BC 44 0.13 3.77 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Tres (J)Hanger Support Required,by others 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 1-9-0. 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 1APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 3206eachAveNew Ply:1 SEAN:17554/T28/SY42 Custom Qty: 1 FROM. DRW: F08A Wgt:231.0lbs / ... 03/12/15 117"8 1 13'1" 268"8 117"8 1'S"8 137"8 �---2'6" (TYP) 1115X5 1114X5 112X4[1] 11105 =4X4 W=3X4 W=3X4 114X5 1115X5 1115X7[26] -5X7 �AFA B C D E F G H I J K L M N O T h- - QT 91 P�1 1 1x1"2 115X5 1114X5 =4X4 W= X4 1114X5 W=3X4 1115X5 1115X7[25] 1114X4 AE AD AC AB AAZ Y X W V U T S R Q =5X5 114X5 11105 =6X8 24'9" f 26'8"B 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 Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 20.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.199 F 999 360 AE 1015 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.462 F 630 388 R 2512 /- /- /- /- 15.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.028 B - - AE Min Brg Width Req= 1.5 Des Ld: 65.00 -- XP:NA HORZ(TL-):0.064 B R Min Btg Width Req.= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearings AE&R Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.644 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.706 Maximum Top Chord Forces Per Ply(lbs) Spacing:16.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.635 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 -9 H-I 0 -3648 I:NA GCpi:NA Plate Type(s): B-C 0-1470 I-J 0 -3648 Wind Duration:NA WAVE VIEW Ver:14.03.01G.0122.23 C-D 0-2601 J-K 0 -3089 Lumber End Vertical Attachment D-E 0-3369 K-L 223 -2172 Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical E-F 0-3771 L-M 864 880 F-G 0-3850 M-N 1562 0 Top chord 4x2 SP#2 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" G-H 0-3850 N-0 1562 0 Bot chord 4x2 SP M-30:B2,B4 4x2 SP#2: i i wide(minimum)Crown staples Webs 4x2 SP#3 ( )Cles on each narrow face.P Maximum Bot Chord Forces Per Ply(lbs) Lumber value set"13B"uses design values approved Additional Notes Chords Tens.Comp. Chords Tens. Comp. 1/30/2013 by ALSC +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridgingAE-AD 804 0 X-W 3848 0 Special Loads 9 recommendations. AD-AC 2122 0 W-V 3451 0 --(Lumber Dur.Fac.=0.90/Plate Dur.Fac.=0.90) u AC-AB 3066 0 V-U 3451 0 TC-From 80 pit at 0.12 to 80 plf at 26.46 Truss must be installed as shown with top chord p AB-AA 3660 0 U-T 2713 0 BC-From 7 plf at 0.00 to 7 plf at 26.71 The overall height of this truss excluding overhang is AA-Z 3852 0 T-S 1614 -513 TC-1189 Ib Conc.Load at 26.46 1-9-0. Z-Y 3852 0 S-R 151 -1210 Plating Notes Y-X 3850 0 R-Q 0 -8 All plates are 3X4(R)except as noted. Maximum Web Forces Per Ply fibs) Plate Shift Table Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord AF-AE 44 0 H-W 0 -423 No Size Shift Bite No Size Shift Bite A-AE 0 -93 W-J 385 0 Ill 2X4 S 2.50 [25] 5X7 2.75 R 2.75 AE-B 0-1242 J-U 0 -631 [26] 5X7 2.25 R 2.75 B-AD 1041 0 U-K 655 0 Purlins AD-C 0-1019 K-T 0 -914 C-AC 7480 T-L 944 0 In lieu of structural panels or rigid ceiling use purlins AC-D 0 -726 L-S 0 -1220 to laterally brace chords as follows: D-AB 474 0 S-M 1200 0 Chord Spacing(in oc) Start(ft) End(ft) AB-E 0 -455 M-R 0 -1337 TC 24 0.12 26.33 BC 120 0.12 26.58 E-AA 173 -48 N-R 0 -245 Apply purlins to any chords above or below fillers AA-F 126 -126 R-O 0 -1969 at 24"OC unless shown otherwise above. F-Y 0 -98 O-Q 52 0 X-H 113 0 P-Q 0 -61 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 P E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 320BeachAveNew Ply:1 SEAN:17507/Ti/SY42 Custom Qty: 1 FROM: DRW: F09A Wgt:165.2lbs / ... 03/12/15 9'1"8 10'4" 19'4"2 9'1"8 1'2"1 9' 2'6" (TYP) 1112X4[1] B 1114X5 =44X4 1113X4 1113X4 =4X4 1114X5 I 1112X4[19] T 1 10'1"2 1114X5 =4X4 1114X5 1114X5 1113X4 1114X5 1114X5[2 T S R Q P O N M L K =5X5 L ♦ 19'4"2 Loading Criteria(psf) .•Wind Criteria Snow Criteria(Pg,Pf in PSF) Def11CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 20.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.151 O 999 360 T 1259 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.293 O 782 305 K 1241 / - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.021 K - - T Min Brg Width Req= 1.5 Des Ld: 65.00 .EXP;NA HORZ(TL}.G4it44-14_ _ K Min Brg Width Req NCBCLL:10.00 Mean Height:NA It Code/Misc Criteria Creep Factor:1.5 Bearing T Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.179 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.401 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.579 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 -11 F-G 0 -3752 l:NA GCpi:NA Plate Type(s): B-C 0-1765 G-H 0 -3073 Wind Duration:NA WAVE VIEW Ver:14.03.016.0122.23 C-D 0-3024 H-1 0 -1841 Lumber End Vertical Attachment D-E 0-3731 I-J 0 0 Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical E-F 0-3938 Top chord 4x2 SP M-30 using(3)qty.10d box or(0.128"x3"min)gun nails Bot chord 42 SP M-30 through wide face or(3)qty.1-1/2"leg 16-Gage 1" Maximum Bot Chord Forces Per Ply(Ibs) Webs 4x2 SP#3 wide(minimum)Crown staples on each narrow face. Chords Tens.Comp. Chords Tens. Comp. Lumber value set"1313"uses design values approved Additional Notes T-S 986 0 O-N 3938 0 1/30/2013 by ALSC +2x6 continuous strongback.See detail S-R 2523 0 N-M 3542 0 STRBRIBR1014 for bracing and bdd in Plating Notes g 9 g R-Q 3506 0 M-L 2585 0 recommendations. Q-P 3937 0 L-K 1076 0 All plates are 5X7(R)except as noted. Truss must be installed as shown with top chord up. P-0 3938 0 Plate Shift Table The overall height of this truss excluding overhang is Maximum Web Forces Per Ply(Ibs) JT Plate Lateral Chord JT Plate Lateral Chord 1-9-0. Webs Tens.Comp. Webs Tens. Comp. No Size Shift Bite No Size Shift Bite Ill 2X4 S 2.50 [19] 2X4 S 2.50 U-T 54 0 O-F 180 175 [20] 4X5 1.25 R 2.75 A-T 0 -125 F-N 35 497 T-B 0-1524 N-G 442 0 Purlins B-S 1217 0 G-M 0 -733 In lieu of structural panels or rigid ceiling use purlins S-C 0-1183 M-H 763 0 to laterally brace chords as follows: C-R 783 0 H-L 0 -1161 Chord Spacing(in oc) Start(ft) End(ft) R-D 0 -752 L-I 1195 0 TC 24 0.25 19.34 D-Q 459 0 I-K 0 -1593 BC 120 025 19.34 Q-E 13 -519 J-K 0 53 Apply purlins to any chords above or below fillers E-P 191 -164 at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others 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 tax PE No.60839 PE No.58544 PE No.71457 320BeachAveNew Ply:1 SEQN:17509/T75/SY42 Custom Qty: 15 FROM. DRW: F12 Wgt:207.2lbs / ... 03/12/15 11'7"8 12'8" 24'2" 117'8 1'0"8 11'6" — �26 �{ (TYP) 1115X5 =5X5 1114X5 W=3X4 1114X5 1114X5 W=3X4 1114X5 =5X5 1114X8 QAC A B C D E F G H I J K L M T - 1 10'1"2 1115X7 1114X5[5] 1114X5 W=3X4 W=3X8 1114X5 1114X5124] 1115X726] AB AA Z Y X W V U T S R Q 1112X4[2] 1112X4[28] 24'2" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1/CS1 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: 20.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.235 H 999 360 AB 1048 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.455 H 630 382 0 1036 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.030 B - - AB Min Brg Width Req= 1.5 Des Ld: 65-00 EXP:NA -- HORZ(TL): 0.059 B 0 Min Brg Width Req= - [ NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing AB Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.261 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.509 Maximum Top Chord Forces Per Ply(lbs) Spacing:16.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.605 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 -783 H-1 0 -4110 I:NA GCpi:NA Plate Type(s): B-C 0-2168 I-J 0 -3831 Wind Duration:NA WAVE VIEW Ver:14.03.01G.0122.23 C-D 0-3166 J-K 0 -3831 Lumber End Vertical Attachment D-E 0-3807 K-L 0 -3207 Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical E-F 0-3807 L-M 0 -2228 g( )qy' ox or(0.1 )gun nails Top chord 4x2 SP#2 using 3 t 10d b28"x3"min F-G 0-4109 M-N 0 -858 Bot chord 4x2 SP M-30:B2,B3 4x2 SP#2: through wide face or(3)qty.1-1/2"leg 16-Gage 1" G-H 0-4113 Webs 4x2 SP#3 wide(minimum)Crown staples on each narrow face. Lumber value set"13B"uses design values approved Additional Notes Maximum Bot Chord Forces Per Ply fibs) 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. +2x6 continuous strongback.See detail AB-AA 1 -2 U-T 4040 0 Plating Notes STRBRIBR1014 for bracing and bridging recommendations. AA-Z 1569 0 T-S 4040 0 All plates are 3X4(R)except as noted. Z-Y 2747 0 S-R 3605 0 Truss must be installed as shown with top chord up. Y-X 3573 0 R-Q 2797 0 Plate Shift Table The overall height of this truss excluding overhang is X-W 4027 0 Q-P 1640 0 JT Plate Lateral Chord JT Plate Lateral Chord 1-9-0. W-V 4027 0 P-0 0 0 No Size Shift Bite No Size Shift Bite V-U 4113 0 [2] 2X4 S 2.50 [5] 4X5 2.25 L 2.75 [24] 4X5 2.25 R 2.75 [26] 5X7 2.75 R 2.75 Maximum Web Forces Per PI lbs [28] 2X4 S 2.50 y(lbs) Webs Tens.Comp. Webs Tens. Comp. Purlins AC-AB 0 -50 H-U 52 -180 In lieu of structural panels or rigid ceiling use purlins A-AB 0 -982 U-1 349 -158 to laterally brace chords as follows: A-AA 1224 0 I-S 0 -362 Chord Spacing(in oc) Start(ft) End(ft) AA-B 0-1227 S-K 356 0 TC 24 0.25 24.17 BC 120 0.25 24.17 B-Z 936 0 K-R 0 -622 Apply purlins to any chords above or below fillers Z-C 0 -905 R-L 641 0 at 24"OC unless shown otherwise above. C-Y 655 0 L-Q 0 -888 Y-D 0 -636 Q-M 9190 Hangers/Ties D-X 366 0 M-P 0 -1220 (J)Hanger Support Required,by others X-F 0 -374 P-N 1270 0 F-V 364 -144 N-0 0 -1022 Camber V-G 45 -187 Max JT VERT DEFL:LL:0.23"DL:0.24".See detail DEFLCAMB1014 for camber recommendations. 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 320BeachAveNew Ply:1 SEQN:17511/T31/SY42 Custom Qty: 6 FROM: DPW: F13 Wgt:96.61bs / ... 03/12/15 8' 9'5" 17'6"8 8' 1'5" 8'1"8 �-- 2'6" (TYP) 4X5 1112X4 =- p E -F -51 J oo-r- -3X4 1112X4 1112X4 =3X4 G 1114X5 Q -, 112 2 I10'1"2 P =3X08[4] =-3X3[6) =�3[9] =3X8[13] 1112X4 1112X4 L K 17'6"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CS1 Criteria ♦Maximum Reactions(lbs) 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: 20.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.208 E 990 360 P 756 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.403 E 511 274 J 753 /- /- /- /- /3.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.023 L - P Min Brg Width Req= 1.5 Des Ld: 65.00 XP:NA HORZ(TL): 0.044 L I Min Brg Wjdth.Ra+=-1.5 . NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings P&I Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.537 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.465 Maximum Top Chord Forces Per Ply(lbs) Spacing:16.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.774 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0-1380 F-H 0 -1491 I:NA GCpi:NA Plate Type(s): B-C 0-1380 G-H 0 0 Wind Duration:NA WAVE VIEW Ver:14.03.01G.0122.23 C-D 0-2629 H-1 0 -1493 Lumber Additional Notes D-E 0-2638 I-J 0 0 Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail E-F 0-2630 Top chord 4x2 SP M-3032 4x2 SP#2: STRBRIBR1014 for bracing and bridging Bot chord 4x2 SP M-30 recommendations. Maximum Bot Chord Forces Per Ply(Ibs) Webs 4x2 SP#3 Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp. Lumber value set"1313"uses design values approved The overall height of this truss excluding overhang is P-0 0 -1 M-L 2287 0 1/30/2013 by ALSC 1-4-0. O-N 2228 0 L-K 0 1 Plate Shift Table N-M 2638 0 JT Plate Lateral Chord JT Plate Lateral Chord Maximum Web Forces Per Ply(Ibs) No Size Shift Bite No Size Shift Bite Webs Tens.Comp. Webs Tens. Comp. [4] 3X8 4.25 L 1.25 [61 3X3 1.25 R 1.25 [9] 3X3 1.25 L 1.25 [13] 3X8 4.25 R 1.25 Q-P 0 -38 E-M 0 -169 A-P 0 -709 M-F 536 0 Purlins A-0 15270 F-L 0 -880 In lieu of structural panels or rigid ceiling use purlins B-0 0 -226 H-L 0 -242 to laterally brace chords as follows: O-C 0 -937 L-I 1626 0 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.12 17.42 C-N 582 0 I-K 14 0 BC 120 0.12 17.17 N-D 0 -182 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Camber Max JT VERT DEFL:LL:0.21"DL:0.24".See detail DEFLCAMB1014 for camber recommendations. 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 tAPEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 320BeachAveNew Ply:1 SEON:17513/T50/SY42 Custom Qty: 1 FROM: DRW: F15 Wgt:30.8lbs / ... 03/12/15 1'6" 1 3'4"6 1 4'10"6 1'6" 1'10"6 1'6" f- 1,3"--{ (TYP) 1111IX3 —3X3 - =C IIItp3. _ T =3X3 1111X3 1111X3 =3X3 H G F E 4'10"6 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: 20.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.008 G 999 360 H 316 1- l- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.018 G 999 240 E 316 /- /- - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.005 B - - H Min Brg Width Req= - "" Des Ld: 65.00 EXP:NA - HORZ(TL):G�'62-B - - Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.265 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.135 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.081 A-B 0 0 C-D 0 0 C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: B-C 0 -215 I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:14.03.01G.0122.23 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) H-G 214 0 F-E 214 0 Top chord 4x2 SP#2 G-F 215 0 Bot chord 4x2 SP#2 Webs 4x2 SP#3 Maximum Web Forces Per Ply(Ibs) Lumber value set"136"uses design values approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. A-H 2 -62 F-C 57 -3 Purlins H-B 0 -332 C-E 0 -332 In lieu of structural panels or rigid ceiling use purlins B-G 57 -3 D-E 2 -62 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -0.25 4.61 BC 58 -0.25 4.61 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others (J)Hanger Support Required,by others Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-9-0. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 320BeachAveNew Ply:1 SEQN:17290/T40/SY42 Custom Qty: 2 FROM: DRW: F17 Wgt:53.2lbs / ... 03/12/15 - f 11I (TYP) 1112X4[8] 111244[0] lll%X5 =5( C5 IIIff5 1116$[7] F �T rn G 1 ,0',"2 =3X4 =4X4[3] =5X7 K J I H =4X8 5'1"14 1'11"8--i L T1"6 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: 20.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.044 F 555 180 K 94 /453 /- /- /- /_ BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.103 F 240 180 1 2117 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.008 E - - K Min Brg Width Req= - Des Ld: 65.00 EXP:NA _ HORZ(TL): 0.019 E I Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing I Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.569 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.188 Maximum Top Chord Forces Per Ply(Ibs) Spacing:16.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.419 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 0 D-E 2216 0 I:NA GCpi:NA Plate Type(s): B-C 1084 -76 E-F 0 -101 Wind Duration:NA WAVE VIEW Ver:14.03.01G.0122.23 IB-D D 2216 0 Lumber End Vertical Attachment Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical Maximum Bot Chord Forces Per Ply(Ibs) Top chord 4x2 SP M-31:T2 4x2 SP#2: using(3)qty.10d box or(0.128"x3"min)gun nails Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP M-31 through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. Webs 4x2 SP#3:W7,WS 4x2 SP M-31: K-J 70 -508 I-H 0 -778J-1 25-1666 Lumber value set"1313"uses design values approved Additional Notes 1/30/2013 by ALS( Maximum Web Forces Per P Negative reaction(s)of-453#MAX.(See Marc ty(Ibs) Special Loads Reactions table above)from a non-wind load case Webs Tens.Comp. Webs Tens. Comp. -----(Lumber Dur.Fac.=0.90/Plate Dur.Fac.=0.90) requires uplift connection. A-K 0 -24 D-1 0 -182 TC-From 80 plf at 0.00 to 80 pIf at 6.99 Truss must be installed as shown with top chord up. K-B 690 -95 I-E 0 -1909 BC-From 7 pit at 0.00 to 7 pIf at 7.11 The overall height of this truss excluding overhang is B-J 9 -786 E-H 1448 0 TC-1189 Ib Conc.Load at 6.99 1-4-0. J-C 792 0 F-H 0 -641 Plate Shift Table C-1 0 -925 G-H 0 -520 JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite (0) 2X4 S 2.50 (3) 4X4 1.75 L 1.25 [71 6X8 2.50 R 2.75 [8] 2X4 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 6.99 BC 85 0.00 7.11 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others 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 320BeachAveNew Ply:1 SEQN:17516/T37/SY42 Custom Oty: 3 FROM: DRW: F19 Wgt:54.6lbs / ... 03/12/15 63" 1 6'3"10 9'2"2 5'3" 1 1.0"1012'10"8 �—2'6" (TYP) 1111IX3 =38X3 1111CX3 =3pX3 HIM TCo F=M— a> 1 10'1"2 =3X3 =3X3 1111X3 I H G 3X4 9'2"2 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TOLL: 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: 20.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.046 C 999 360 J 387 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.106 C 999 240 G 399 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.012 B - - J Min Brg Width Req= - Des Ld: 65.00 XP:NA 1 11WORZ(TL): 0.027 B G Min Brg WidthJ3*+t:-.1.5 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: 0.517 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.442 Maximum Top Chord Forces Per Ply(Ibs) Spacing:16.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.172 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 0 C-D 0 -499 I:NA GCpi:NA Plate Type(s): B-C 0 -497 D-E 1 0 Wind Duration:NA WAVE VIEW Ver:14.03.01G.0122.23 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#2 J-1 466 0 H-G 496 0 Bot chord 4x2 SP#2 I-H 499 0 Webs 4x2 SP#3 Lumber value set"136"uses design values approved Maximum Web Forces Per Ply(Ibs) 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Purlins A-J 0 -79 H-D 86 0 In lieu of structural panels or rigid ceiling use purlins J-B 0 -548 D-G 0 -593 to laterally brace chords as follows: B-I 112 -14 E-G 0 -84 Chord Spacing(in oc) Start(ft) End(ft) I-C 32 -36 G-F 0 -8 TC 24 0.00 8.93 BC 107 0.00 8.93 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others 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 1-9-0. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 320BeachAveNew Ply:1 SEQN:17517/T43/SY42 Custom Qty: 2 FROM: DRW: F21 Wgt:33.6lbs / ... 03/12/15 1'6" 3'6"4 5'0"4 1'6" 2'0"4 1'6" �- 1'3"�{ (TYP) — 1111X3 =36X3 =-3X3 1111XD3 T 1 10'1"2 =3X3 1111X3 1111X3 =3X3 H G F E 5'0"4 Loading Criteria(psf) •Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 20.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.009 G 999 360 H 326 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.021 G 999 240 E 326 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.005 B - - H Min Brg Width Req= - Des Ld: 65.00 EXP:NA . HORZ(Tt):-f►,P1+f--$- - - E Min Brg Width-Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor.1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.297 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.156 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.096 A-B 0 0 C-D 0 0 C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: B-C 0 -304 I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:14.03.016.0122.23 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) H-G 303 0 F-E 303 0 Top chord 42 SP#2 G-F 304 0 Bot chord 4x2 SP#2 Webs 4x2 SP#3 Maximum Web Forces Per Ply(Ibs) Lumber value set"138"uses design values approved 1/3012013 by ALSC Webs Tens.Comp. Webs Tens. Comp. A-H 5 -59 F-C 60 .2 Purlins H-B 0 -403 C-E 0 -403 In lieu of structural panels or rigid ceiling use purlins B-G 60 -2 D-E 5 -59 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 5.02 BC 60 0.00 5.02 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others (J)Hanger Support Required,by others Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 320BeachAveNew Ply:1SEAN:17518/T59/SY42 Custom Qty: 1 FROM: DRW: F23 Wgt:67.2lbs .. / ... 03112/15 5'3" 77' 12'10" 5'3" 2'4" 5'3" �—2'6"—� (TYP) — IIIIX3 =4X5 III�M III =4X5 _ 1111X3 TE F 10'1"2 =3X4 =3X4 =3X4 =3X4 J I H G 12'10" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 20.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.111 D 999 360 J 834 / - BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.286 C 538 240 G 834 / - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.027 B - - J Min Brg Width Req= - Des Ld: 65.00 EXP:NA - HORZ(Tt):0.070 B G Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.780 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.727 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.376 A-B 0 0 D-E 0 -1616 C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: B-C 0-1616 E-F 0 0 I:NA GCpi:NA Plate Type(s): C-D 0-1627 Wind Duration:NA WAVE VIEW Ver:14.03.01G 0122 23 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#2 J-1 1106 0 H-G 1106 0 Bot chord 4x2 SP#2 I-H 1627 0 Webs 4x2 SP#3 Lumber value set"l 3B"uses design values approved Maximum Web Forces Per Ply(Ibs) 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Purlins A-J 0 -127 D-H 0 -291 In lieu of structural panels or rigid ceiling use purlins J-B 0-1300 H-E 681 0 to laterally brace chords as follows: B-1 681 0 E-G 0 -1300 Chord Spacing(in oc) Start(ft) End(ft) I-C 0 -291 F-G 0 -127 TC 24 0.00 12.83 BC 120 0.00 12.83 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I Ties (J)Hanger Support Required,by others (J)Hanger Support Required,by others Additional Notes +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-9-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 320BeachAveNew Ply:1 SEQN:17307/T61/SY42 Custom Qty: 1 FROM: DRW: F25 Wgt:23.8lbs / ... 03/12/15 4 i 2,9„ i 3'6"128 9„12'1 �—2-6” III11X3 -38X3 1111 C T 1 10'1.2 =FX3 1111E 3 1111XD3 i —3'8"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria., ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 20.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.094 E 471 354 F 240 / - BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.182 E 242 240 D 240 / - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.057 B - - F Min Brg Width Req= - Des Ld: 65.00 XP.NA HORZ(TL): 0.11.1 B, - D Min Erg Width Ra4-r - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.847 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.826 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.041 A-B 0 0 B-C 0 0 C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: I:NA GCpi:NA Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs) Wind Duration:NA WAVE VIEW Ver:14.03.01G.0123.00 Chords Tens.Comp. Chords Tens. Comp. Lumber Value Set:138(Effective 6/1/2013) F-E 6 0 E-D 0 0 Top chord 4x2 SP#2 Maximum Web Forces Per P Ibs Bot chord 4x2 SP#2 IY(Ibs) Webs 4x2 SP#3 Webs Tens.Comp. Webs Tens. Comp. Lumber value set"1313"uses design values approved A-F 0 -176 B-E 0 -154 1/30/2013 by ALSC F-B 0 -7 C-D 0 -109 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 3.69 BC 44 0.00 3.69 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others (J)Hanger Support Required,by others Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-9-0. 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 320BeachAveNew Ply:3 SEQN:17194/T62/FLAT Custom Qty: 1 FROM: DRW: FG02 Wgt:474.6lbs / ... 03/12/15 16' 19,101,10 2'6"5 5'0"2 T6"10, - 10'0'7 12'4"8 14'8"13 1~� 2 -� _17 2 2 22'2"7 24'9" 2'6"5 2'S"13 2,6"9 2'5"13 2'4"1 2'4"5 1�2 21 2,3"13 2'69 =4X8 AX4[1] =4X64(5] =4x4[7]. =364[9) =3X4[14] F =30X4 H =4X15[22] J =4x8[26] =4X4f28] _ T u t K LL 1 10,1„2 V (� =3X4[13] Q X =4X4[4] =4X4[6] m4X4[8] =5X7 S =3X8[16] =4X5[181 P 3X08 25 =4X4[271. " i 2'2"1 2'6"5 2'6"5 11 3 2'9"1 2 3 9 2'9"9 = [ 4 13 2 1 2'2"1 i 4'8"6 "1 7'Z"10 1'6"6 9"3 2'7"13 1511"1 17'4"10 20'22 22'6"15 24'9" 8'9 1� 2'4" Loading Criteria(psf) - Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 20.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.310 F 956 297 X 2360 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.602 F 493 297 M 2718 /_ /_ /_ /_ /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.041 A - - X Min Brg Width Req= 1.5 -' - Des Ld: 65.00 :NA - -- HORZ(TL):�i6-A._ - - M Min Brg Width_Req= 1.5... NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings X&M Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.440 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.615 Maximum Top Chord Forces Per Ply(Ibs) Spacing:16.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.662 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0-1236 G-H 0 -5439 1:NA GCpi:NA Plate Type(s): B-C 0-2516 H-1 0 -5439 Wind Duration:NA WAVE VIEW Ver.14.03.01G.0122.23 C-D 0-3658 I-J 0 -3709 Lumber Plate Shift Table D-E 0-4678 J-K 0 -3640 Value Set:13B Effective 6/1/2013 E-F 0-5558 K-L 0 -1383 ( ) JT Plate Lateral Chord JT Plate Lateral Chord F-G 0-5558 Top chord 2x6 SP SS Dense No Size Shift Bite No Size Shift Bite Bot chord 2x6 SP SS Dense Ill 4X4 2.50 R 1.25 [4] 4X4 1.50 R 1.25 Webs 2x4 SP#3 [5] 4X4 2.25 R 1.25 [6] 4X4 1.75 R 1.25 Maximum Bot Chord Forces Per Ply(Ibs) :W2,W14,W17,W19 2x4 SP#2: [7] 4X4 S 1.25 [8] 4X4 S 1.25 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values approved [9] 3X4 2.50 R 1.25 [13] 3X4 1.50 R 1.25[14] 3X4 2.25 R 1.25 [16] 3X8 1.75 R 125 X-W 5 0 R-Q 5580 0 1/30/2013 by ALSC [18] 4X5 1.75 L 1.25 [22] 4X5 1.75 R 1.25 W-V 1400 0 Q-P 3774 0 Nailnote [25] 3X8 2.25 L 1.25 [26) 4X8 S 1.25 V-U 2662 0 P-0 3709 0 [27] 04 2.50 R 1.25 [28] 4X4 1.50 R 1.25 U-T 3789 0 O-N 1616 0 Nail Schedule:0.131"x3",min.nails T-S 3789 0 N-M 5 0 Top Chord:1 Row @ 8.50"o.c. Purlins S-R 4792 0 Bot Chord:1 Row @12.00"o.c. In lieu of structural panels or rigid ceiling use purlins Webs :1 Row @ 4"o.c. to laterally brace chords as follows: Repeat nailing as each layer is applied.Use equal Chord Spacing(in oc) Start(ft) End(ft) Maximum Web Forces Per Ply(Ibs) spacing between rows and stagger nails in each row TC 24 0.00 24.75 Webs Tens.Comp. Webs Tens. Comp. to avoid splitting. BC 120 0.00 24.75 A-X 0 -763 F-R 0 -342 Apply purlins to any chords above or below fillers Special Loads at 24' OC unless shown otherwise above. A-W 1426 0 R-G 28 -103 ------(Lumber Lumer ur.Fac.=1.00/Plate Dur.Fac.=1.00 W-B 0 -742 G-Q 0 -650 ( ) The of this truss shall be braced with attached B_V 1292 0 Q-1 1956 0 TC-From 80 plf at 0.00 to 80 plf at 12.39 spanss at 24"OC in lieu of structural sheathing. V-C 0 -662 I-P 0 -583 TC-From 40 plf at 12.39 to 40 plf at 16.00 TC-From 80 plf at 16.00 to 80 plf at 24.75 Camber C-U 1154 0 J-0 0 -617 BC-From 7 plf at 0.00 to 7 plf at 8.75 Max JT VERT DEFL:LL:0.31"DL:0.30".See detail U-D 0 -594 O-K 2344 0 BC-From 7 plf at 8.75 to 7 plf at 12.39 Max JT ERT D for camber recommendations. D-S 1029 0 K-N 0 -1055 BC-From 3 plf at 12.39 to 3 plf at 15.43 DEFLCRoofs incorporating this truss require consideration for S-E 0 -519 N-L 1595 0 BC-From 7 plf at 15.43 to 7 plf at 24.75 p g q E-R 900 0 L-M 0 -863 TC- 9051b Conc.Load at 12.39 ponding design by Building Designer. TC- 326 Ib Conc.Load at 13.43,14.43 Additional Notes TC- 879 Ib Conc.Load at 15.43 BC- 326 Ib Conc.Load at 13.39,14.43 Truss must be installed as shown with top chord up. Plating Notes The overall height of this truss excluding overhang is 1-9-0. All plates are 2X4 except as noted. 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 APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 320BeachAveNew Ply:4 SEQN:17580/T73/FLAT Custom Qty: 1 FROM:FG0DRW: Addi Wgt:754.6 lbs Page 2 of 2 / ... 03/12/15 Additional Notes WARNING!Reaction exceeds allowable 'WARNING'A reaction exceeds 20000 lbs. Truss must be installed as shown with top chord up. The maximum concentrated load is 9101# The overall height of this truss excluding overhang is 1-9-0. _ NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 320BeachAveNew Ply:3 SEAN:17314/T49/FLAT Custom Qty: 1 FROM: DRW: FG06 Wgt:564.9lbs / ... 03/12/15 116' 193" i 23'11"8 8' " 24„ 484 7'1"8 9'74 12'0"8 14'4" 1'8" 2'T'12 2'11„ 1 r 16'T'4 21'0"8 26'34."8 28'1"8 2'4"4 T 2'S"4 2'5"12 2'S"4 I 2'3"8 '1 8 '}' 1 X10.'I 6X8[0] =4X4[7] =4X4[9] =3X4[11) =-3X4[13] 1112X4 =3X4[22] 1112X4 = =4X4[28]H0310 O =4X4[30]=3X3 L A B C D E F G H I J K T2 M N Rln LIJ 1 Li 1 dIA3X8[2] AB 6X8[4] =4 4[8] =4X[10] =3Xt4[12]•, =4X[18] 2UX4 = 4 =4X10 = X4[429] Q3X4 gX5[34J 10'1'7 1,11"8 =3X4[6] w 3 R OO i 24'9" 1'11"8 1�'� I 2,5,12 254 ; h 18 77,4 2,5, 2,6"8 2,34 ., 1'11"12 6'9"4 9'3" 11'8"4 „ 14'4" 19'4"12 21'9"12 24'4"4 26'7"8 2� 4"4 111 2� 5"88 1,7„8 8, 4'4" 12'8' 16'9"8 2�g�3^ 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 1W TCDL: 20.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.106 J 999 295 AB 11026/- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.284 J 999 295 Q 3723 /- /- /0 /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.022 A - - AB Min Brg Width Req= 4.0 Des Ld: 65.00 -EXP:NA HORZ(TL):-0.042 A Q Min Brg Widthft+=--1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings AB&Q Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.503 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.997 Maximum Top Chord Forces Per Ply(lbs) Spacing:16.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.734 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 3733 0 H-1 0 -1929 l:NA GCpi:NA Plate Type(s): B-C 3163 0 I-J 0 -2660 Wind Duration:NA WAVE,HS VIEW Ver:140301G.0122.23 C-D 2298 -116 J-K 0 -2674 Lumber Plate Shift Table D-E 1481 -749 K-L 0 -2899 Value Set:13B(Effective 6/1/2013) JT Plate Lateral Chord JT Plate Lateral Chord E-F 707-1359 L-M 0 -1412 No SiShift Bite No Size Shift Bite 0-1929 M-N 444 8 Top chord 2x6 SP SS Dense:T2 2x6 SP#2: Size G-H 0-1929 Bot chord 2x6 SP SS Dense [0] 6X8 3.25 L 2.00 [2] 3X8 S 4.75 Webs 2x4 SP#3:W2 2x4 SP M-30: [4] 6X8 3.25 R 2.25 [61 3X4 1.75 R 1.25 W18 2x10 SP#2::W21 2x4 SP#2: [7] 4X4 2.50 R 1.25 [8] 4X4 1.50 R 1.25 Maximum Bot Chord Forces Per Ply(lbs) [9] 4X4 2.25 R 1.25 [10] 4X4 1.75 R 1.25 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"138"uses design values approved [11] 3X4 2.50 R 1.25 [12] 3X4 1.50 R 1.25 1/30/2013 by ALSC [13] 3X4 2.25 R 1.25 [18] 4X8 S 1.25 AC-AB 0 -8 V-U 2640 0 [22] 3X4 1.50 R 1.25 [28] 4X4 1.25 R 1.25 AB-AA 0-3579 U-T 2660 0 Nailnote [29] 4X4 2.50 R 1.25 [30] 4X4 1.50 R 1.25 AA-Z 0-3076 T-S 2869 0 Nail Schedule:0.131"x3",min.nails [33] 3X3 S 1.75 [34] 4X5 S 3.75 Z-y 194-2196 S-R 1598 0 Top Chord:1 Row @ 5.25"o.c. Y-X 825-1385 R-Q 204 -301 Bot Chord:1 Row @ 4.75"o.c. Purlins X-W 1427 -619 Q-P 0 2 Webs 1 Row @ 4"o.c. In lieu of structural panels or rigid ceiling use purlins W-V 1427 -619 P-0 0 0 Repeat nailing as each layer is applied.Use equal to laterally brace chords as follows: spacing between rows and stagger nails in each row Chord Spacing(in oc) Start(ft) End(ft) to avoid splitting. TC 24 0.00 28.42 Maximum Web Forces Per Ply[Ibs) 4"o.c.spacing of nails perpendicular and parallel to BC 117 0.00 28.67 Webs Tens.Comp. Webs Tens. Comp. grain required in area over bearings greater than 4" Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. A-AC 1069 0 G-V 83 -46 Special Loads A-AB 0 -4408 V-1 0 -1259 The TC of this truss shall be braced with attached AB-B 0 -940 I-U 309 0 ----(Lumber Dur.Fac.=0.90/Plate Dur.Fac.=0.90) spans at 24"OC in lieu of structural sheathing. TC-From 80 plf at 0.00 to 80 plf at 28.42 B-AA 855 0 J-T 237 -26 BC-From 7 plf at 0.00 to 7 plf at 28.42 Additional Notes AA-C 0 -606 T-K 136 -637 TC-3965 Ib Conc.Load at 0.00 Truss must be installed as shown with to chord u C-Z 1234 0 K-S 319 -111 TC- 630 Ib Conc.Load at 1.46 p p' Z-D 0 -634 S-L 15080 TC- 147 Ib Conc.Load at 28.42 The overall height of this truss excluding overhang is D-Y 1079 0 L-R 0 -843 BC-3979 Ib Conc.Load at 0.13 1-9-0. Y-E 0 -566 R-M 1434 0 BC-2642 Ib Conc.Load at 21.41 E-X 955 0 M-Q 0 -889 Plating Notes X-F 0 -487 Q-N 10 -545 All plates are 4X4 except as noted. F-V 858 0 N-P 325 -41 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 320BeachAveNew Ply:3 SEQN:17576/T85/FLAT Custom Qty: 1 FROM: DRW: FG08 Wgt:525.0lbs / ... 03/12115 2'4" 1�� I 5" 4'6"8 6'11"4 9'4"4 12' 14'1" 16'4"8 18'11"8 21'3" 23'8"4 26'1"8 5" 2'2"8 24"12 2'5" 2'7"12 2'1" 2'3"8 2'7" 2'38 2'5"4 2'5 "4 ASX7[1] =3§4[5] =3t,4[7] =3X4[9] E F8X8 lll2X4 H IIIfX4 T2 J K =3X3 T - D u P FR 1 Li 10'1"2 1113X8[2] =5X7[4] =3x4[6] =4X4[8] =3X4[10] T =3X8 =4X Q P O N 1144 1'11"8 24'2" 1112X4 i 7 1'1��"12 L 2'5"4 + 25" } 2'5"8 2'T' + 1'11" , 2'7" 2'5"4 2'5"4 2'1"12 1'10"12 2f 3"8 6'7'8 90"814'1' 16' 6Hq 19'1"4 21'6"8 23'11"12 26'1"8 4'2"4 16'6"4 Loading Criteria(psf)' Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 20.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.050 Y 490 180 X 11085/- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.106 Y 231 180 M 889 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.019 A - - X Min Brg Width Req= 4.0 Des Ld: 65.00 EXP:NA HORZ(TLY.44 t4 A M Min Brg Width-Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing X Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.487 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.991 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.673 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 3720 0 G-H 0 -316 I:NA GCpi:NA Plate Type(s): B-C 2899 0 H-1 0 -694 Wind Duration:NA WAVE VIEW Ver:14.03.01G.0122.23 C-D 1829 0 I-J 0 -689 Lumber Plate Shift Table D-E 933 0 J-K 0 -673 Value Set:13B(Effective 6/1/2013) JT Plate Lateral Chord JT Plate Lateral Chord E-F 224 0 K-L 0 -393 No Size Shift Bite No Size Shift Bite F-G 0 -316 Top chord 2x6 SP SS Dense:T2 2x6 SP#2: 1 5X7 2.00 L 2.00 Bot chord 2x6 SP#2 [ ] [21 3X8 S 4.75 Webs 2x4 SP#3:W2 2x4 SP#2: (4] 5X7 1.75 R 2.25 [5] 3X4 S 1.25 Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"136"uses design values approved (6] 3X4 S 1.25 [7] 3X4 2.75 R 1.25 Chords Tens.Comp. Chords Tens. Comp. [8] 4X4 S 1.25 [9] 3X4 2.25 R 1.25 1/30/2013 by ALSC [10] 3X4 1.75 R 1.25 Y-X 0 -9 S-R 687 0 X-W 0-3502 R-Q 687 0 Nailnote Purlins W-V 0-2777 Q-P 694 0 Nail Schedule:0.131"x3",min.nails In lieu of structural panels or rigid ceiling use purlins V-U 0-1703 P-0 697 0 Top Chord:1 Row @ 5.00"o.c. to laterally brace chords as follows: U-T 0 -829 O-N 447 0 Bot Chord:1 Row @ 8.00"o.c. Chord Spacing(in oc) Start(ft) End(ft) T-S 0 -144 N-M 2 0 Webs :1 Row @ 4"o.c. TC 24 0.00 26.13 Repeat nailing as each layer is applied.Use equal BC 90 0.00 26.13 spacing between rows and stagger nails in each row Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(lbs) to avoid splitting. at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. 4"o.c.spared of nails perpendicular and parallel to The TC of this truss shall be braced with attached A-Y 1081 -65 F-S 529 0 grain required in area over bearings greater than 4" sans at 24"OC in lieu of structural sheathing.9 A-X 0-4391 G-S 0 -65 Special Loads X-B 0 -989 S-H 0 -426 Hangers/Ties ---(Lumber Dur.Fac.=1.00 I Plate Dur.Fac.=1.00) B-W 736 0 H-Q 58 0 TC-From 60 plf at 0.00 to 60 pIf at 1.46 (J)Hanger 9 Support Required,by others W-C 0 -551 I-P 0 -41 TC-From 120 plf at 1.46 to 120 plf at 12.00 C-V 1107 0 P-J 22 -10 TC-From 120 plf at 12.00 to 120 pIf at 26.13 Additional Notes V-D 0 -572 J-0 0 -111 BC-From 5 plf at 0.00 to 5 pIf at 1.46 Truss must be installed as shown with top chord up. D-U 898 0 O-K 264 0 BC-From 10 plf at 1.46 to 10 plf at 16.00 The overall height of this truss excluding overhang is U-E 0 -471 K-N 0 -243 BC-From 10 plf at 16.00 to 10 pif at 26.13 1-9-0 E-T 706 0 N-L 457 0 TC-3965 Ib Conc.Load at 0.00 T-F 0 -363 L-M 0 -284 TC- 729 Ib Conc.Load at 1.46 BC-3979 Ib Conc.Load at 0.13 Plating Notes All plates are 3X4 except as noted. 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 320BeachAveNew Ply:2 SEQN:17311/T35/FLAT Custom Qty: 1 FROM: DRW: FG10 Wgt:74.2lbs / ... 03/12/15 6, 4"12 4'2"8 5'10"4 6"8 4'2"8 17"12 =3X3[11 III B 4 = [6] 3X4 T F-1 1 a 10'1"2 71 F1113X8[9]0 III X5[2] 4'5"4 -4X$ 1'11"8--- { 4'2"8 1 1'9"8 "1 4'2"8 6' -6;49 2 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 foc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 20.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.018 E 999 120 G 361 /239 /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.039 E 591 90 F 2448 /- /- /0 /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.009 C - - G Min Brg Width Req= 1.5 Des Ld: 65.00 EXP:NA HORZ(TL): 0.020 C- - F Min Brg Width Req= 1.5 _ ....;. NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings G&F Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.594 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.209 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.348 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 864 -34 B-C 864 -34 I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:14.03.01G.0122.23 Maximum Bot Chord Forces Per Ply(lbs) Lumber Purlins Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins G-F 10 0 E-D 0 0 Top chord 2x4 SP#2 to laterally brace chords as follows: F-E 0 -6 Bot chord 2x6 SP#2 Chord Spacing(in oc) Start(ft) End(ft) Webs 2x4 SP#3 TC 24 0.00 6.15 BC 77 0.00 6.40 Maximum Web Forces Per Ply(lbs) Lumber value set"1313"uses design values approved Apply purlins to any chords above or below fillers Webs Tens.Comp. Webs Tens. Comp. 1/30/2013 by ALSC at 24"OC unless shown otherwise above. The TC of this truss shall be braced with attached A-G 185 -117 F-C 42 -1052 Nailnote spans at 24"OC in lieu of structural sheathing. A-F 25 -913 C-E 616 -6 Nail Schedule:0.131"x3",min.nails B-F 0 -277 Top Chord:1 Row @ 5.00"o.c. Additional Notes Bot Chord:1 Row @4"o.c.o.c. Negative reactions of-239#MAX. See Max Webs 1 Row @ 4"o.c. Reactions table above from a non-wind load case Use equalspacingtoo between rows and stagger nails requires uplift connection. in each row to avoid splitting. q P Truss must be installed as shown with top chord up. Special Loads The overall height of this truss excluding overhang is ------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) 1-9-0. TC-From 120 plf at 0.00 to 120 plf at 6.15 BC-From 10 plf at 0.00 to 10 plf at 6.40 TC-1209 Ib Conc.Load at 6.40 BC- 198 Ib Conc.Load at 0.50 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite Ill 3X3 1.75 R 1.25 [2] 4X5 S 3.25 [6] 3X4 S 1.25 [9] 3X8 S 4.75 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 eAPE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 320BeachAveNew Ply:2 SEQN:17311 I T55/FLAT Custom Qty: 1 FROM: DRW: FG12 Wgt:44.81bs / ... 03/12/15 1112X4 A =3X3 g 10'1"2 D C 3X33,7„ 1112X4 31711 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: 20.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 A 999 240D 344 /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 A 999 180 C 334 / - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 A - - D Min Brg Width Req= - Des Ld: 85.00 ----f EXP:NA — HORZ(TL):0.000 A C Min Erg WidtKRA%q= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.228 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.054 Chords Tens.Comp. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.027 A-B 0 -4 C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: I:NA GCpi:NA Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs) Wind Duration:NA WAVE VIEW Ver:14.03.01G.0123.00 Chords Tens.Comp. Lumber Hangers I Ties Value Set:13B(Effective 6/1/2013) (J)Hanger Su D-C 4 0 g Support Required,by others Top chord 2x6 SP#2 (J)Hanger Support Required,by others Bot chord 2x4 SP#2 Maximum Web Forces Per Ply(Ibs) Webs 2x4 SP#3 Additional Notes Webs Tens.Comp. Webs Tens. Comp. Lumber value set"1313"uses design values approved Truss must be installed as shown with top chord up. A-D 0 -167 B-C 0 -162 1/30/2013 by ALSC The overall height of this truss excluding overhang is D-B 0 0 1-9-0. Nailnote Nail Schedule:0.131"x3",min.nails Top Chord:1 Row @ 8.25"O.C. Bot Chord:1 Row @12.00"O.C. Webs :1 Row @ 4"O.C. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 60 plf at 0.00 to 60 plf at 3.58 BC-From 5 plf at 0.00 to 5 plf at 3.58 TC- 208 Ib Conc.Load at 1.04 TC- 237 Ib Conc.Load at 2.38 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 3.58 BC 43 0.00 3.58 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 320BeachAveNew Ply:2 SEAN:17598/T71/FLAT Custom Qty: 1 FROM: DRW: FG14 Wgt:60.2I's / ... 03/12/15 2'3"14 47"12 2'3"14 2'3"14 4X4[1] 1112X4 =4X4[6 10'1"2 F E=4X10[5) 1113X4 D 1113X4 2'3"14 2'3"14 2'3"14 14'7"12 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 I U /Rw /Rh /RL /W TCDL: 20.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.015 B 999 240 F 2250 - BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.029 B 999 180 D 2590 - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.002 A - - F Min Brg Width Req= - Des Ld: 65.00 EXP:NA HORZ(TL):6A94-A D Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor 1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.457 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.254 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.684 A-B 0-1246 B-C 0 -1246 C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: I:NA GCpi:NA Plate Type(s): Maximum Bot Chord Forces Per Ply(lbs) Wind Duration:NA WAVE VIEW Ver:14.03.01G.0122.23 Chords Tens.Comp. Chords Tens. Comp. Lumber Purlins F-E 10 0 E-D 14 0 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Top chord 2x6 SP#2 to laterally brace chords as follows: Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) Maximum Web Forces Per Ply(lbs) TC 24 0.00 4.65 Webs Tens.Comp. Webs Tens. Com Webs 2x4 SP#3 P• Lumber value set"136"uses design values approved BC 56 0.00 4.65 A-F 0-1067 E-C 1432 0 9 PP Apply purlins to any chords above or below fillers 1/30/2013 by ALSC at 24"OC unless shown otherwise above. A-E 1436 0 C-D 0 -1140 Nailnote The TC of this truss shall be braced with attached B-E 0-1252 Nail Schedule:0.131"x3",min.nails spans at 24"OC in lieu of structural sheathing. Top Chord:2 Rows @ 3.00"o.c.(Each Row) Additional Notes Bot Chord:1 Row @ "00"o.c o.c. Truss must be installed as shown with to chord u Webs 1 Row @ 4"o.c. P P Use equal spacing between rows and stagger nails The overall height of this truss excluding overhang is in each row to avoid splitting. 1-9-0. Special Loads ----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 60 plf at 0.00 to 60 plf at 4.65 BC-From 5 plf at 0.00 to 5 pif at 4.65 TC-1241 Ib Conc.Load at 1.08 TC-1238 Ib Conc.Load at 2.42,3.75 BC- 94 Ib Conc.Load at 0.44,1.44 BC- 316 Ib Conc.Load at 2.77,4.10 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [1] 4X4 2.25 R 1.25 [5] 4X10 S 1.25 [61 4X4 1.75 R 1.25 Hangers I Ties (J)Hanger Support Required,by others (J)Hanger Support Required,by others 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 320BeachAveNew Ply:2 SEAN:173151 T52/FLAT Custom Qty: 1 FROM: DRW: FG16 Wgt:44.81bs / ... 03/12/15 1112X4 1113X3[5] A g a� 1011112 D C 3X3 318114 1112X4 3'8"4 Loading Criteria(psf) Wind Criteria SnowCriteria(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 Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 20.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.001 B 999 354 D 1346 / - BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.002 B 999 240 C 1346 /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 A - - D Min Big Width Req= Des Ld: 65.00 EXP:NA _ HORZ(TL): 0.001 A C Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.971 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.036 Chords Tens.Comp. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.283 A-B 0 -39 C&C Dist a:NA it FT/RT:30(0)/10(0) Mfg Specified Camber: I:NA GCpi:NA Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs) Wind Duration:NA WAVE VIEW Ver:14.03.016.0123.00 Chords Tens.Comp. Lumber Purlins D-C 40 0 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Top chord 2x4 SP M-30 to laterally brace chords as follows: Forces Per P Fo Maximum Web Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp-Fo y(lbs) Webs 2x4 SP#3 TC 24 0.00 3.69 p. Webs Tens. Comp. BC 44 0.00 3.69 Lumber value set"13B"uses design values approved Apply purlins to any chords above or below fillers A-D 0 -664 B-C 0 -664 1/30/2013 by ALSC at 24"OC unless shown otherwise above. D-B 0 -1 Nailnote The TC of this truss shall be braced with attached Nail Schedule:0.131"x3",min.nails spans at 24"OC in lieu of structural sheathing. Top Chord:1 Row @ 3.50"o.c. Additional Notes Bot Chord:1 Row @4"o.c.o.c. Truss must be installed as shown with to chord u Webs 1 Row @ 4"o.c. P P Use equal spacing between rows and stagger nails The overall height of this truss excluding overhang is in each row to avoid splitting. 1-9-0. Special Loads -----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 720 plf at 0.00 to 720 plf at 3.69 BC-From 10 plf at 0.00 to 10 plf at 3.69 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [5] 3X3 S 1.25 Hangers/Ties (J)Hanger Support Required,by others (J)Hanger Support Required,by others 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 320BeachAveNew Ply:1 SEQN:17521/T54/SY42 Custom Qty: 1 FROM: DRW: FGE01 Wgt:72.8lbs / ... 03/12/15 A B C D E F G H I J T iq_ V K 1 10'1"2 Y12X4 T S R Q P O N M 1112X4 12'3"8 12'3"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF 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: 20.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 J 999 360 U. 128 /- /- /- /- /147 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 J 999 240 U Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 B - - Bearing U Fcperp=565psi. Des Ld: 65.00 XP:NA- HORZ(TL): 0.000 B _ NCBCLL:10.00 Mean Height:NA it Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(lbs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.228 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.033 A-B 0 0 F-G 0 0 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.040 B-C 0 0 G-H 0 0 C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: C-D 0 0 H-1 0 0 1:NA GCpi:NA Plate Type(s): D-E 0 0 I-J 0 0 Wind Duration:NA WAVE VIEW Ver:14.03.016.0122.23 E-F 0 0 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(Ibs) Top chord 42 SP#3 The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. Bot chord 42 SP#3 1-9-0. U-T 0 0 P-0 0 0 Webs 4x2 SP#3 T-S 0 0 O-N 0 0 Lumber value set"13B"uses design values approved S-R 0 0 N-M 0 0 1/30/2013 by ALSC R-Q 0 0 M-L 0 0 Bracing Q-P 0 0 Sheathing is required for any longitudinal(drag)forces. Maximum Web Forces Per Ply(Ibs) All connections to be designed by the building Webs Tens.Comp. Webs Tens. Comp. Fasten rated sheathing to one face of this frame. V-U 0 -10 J-L 0 -62 A-U 0 -67 L-K 0 -10 Plating Notes All plates are 1X3 except as noted. Maximum Gable Forces Per Ply(Ibs) Purlins Gables Tens.Comp. Gables Tens. Comp. In lieu of structural panels or rigid ceiling use purlins B-T 0 -175 F-P 0 -160 to laterally brace chords as follows: C-S 0 -157 G-0 0 -160 Chord Spacing(in oc) Start(ft) End(ft) D-R 0 -161 H-N 0 -159 TC 24 025 12.04 E-Q 0 -160 I-M 0 -169 BC 120 0.25 12.04 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(0.1 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 !eAP E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 320BeachAveNew Ply:1 SEQN:17327/T2/GABL Custom Qty: 1 FROM: DRW: GE01 Wgt:166.6 lbs Page 1 of 2 / ... 03/12/15 �2'0'10 4'4" 10'4" 2�0'2"6_� 25, 11"1 q2 "6 1714 1'10"6 1'10"6 �"1 �� 2 6'4'• 8'5"10 12'4'• 14'4" 16'4" 18'4" 22'4" 24'4" 2 ' 28'8"2' 2'1"10 I-z, -i-2' I 2 -I- 2' Ii1"io 2' 2ro"10 4X4 =HO510 =3X4 5X5 =3X4 _�(�510 =3X3 T A=-3X3AR BC=3X8 D E F G H I J 4 KL=AK 3X8 M i" ADMfE � AJ AF AG AlAI 22 3 14 =3X3 =4X417] =3X8 - 9 =4 4[3 = AA Z Y X V U T S R Q PO N 2,0„8_` 247" 2,0„8_'I 118,18 1� a12� 1� ss� 2 " 1F�06� z 2210 z � 12 1'8"8 " 4'4" 8'1"6 12'4" „ 14'4" 18'4" 20'6"10 24'4" 6'118 1r0 1� 2 10 to1„g f 2 1� 9"6 1 � 1 � 2'T• 6'4" 104" 1 "8 16'4" 22'4" 26'0"12 28'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reaction's(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): 0.273 F 999 290 AB 921 /543 /280 /- /- /4.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.529 F 548 290 AK 921 /543 /280 /- /- /4.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.041 Z - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HGRZ(TL):.w-.Q62 Z AB Min Brg Width Req= 4.5 NCBCLL: 10.00 Mean Height:23.16 ft Code/Mise Criteria Creep Factor:1.5 AK Min Brg Width Req= 4.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.406 Bearings AB&AK Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.983 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.676 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): B-D 1197-2033 F-G 1616 -2725 Wind Duration:1.60 WAVE,HS VIEW Ver:14.03.01G.0122.23 K-M 41 -35 G-H 1616 -2725 Lumber Wind A-B 41 -35 H-1 1614 -2722 Value Set:136(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C D-E 1200-2036 I-J 1200 -2036 -F 1614-2722 J-K 1197 -2033 Top chord 2x4 SP#2 member design. Bot chord 2x4 SP#2 Left end vertical not exposed to wind pressure. Maximum Bot Chord Forces Per PI lbs Webs 2x4 SP#3:WS,W17 2x4 SP#2: y(Ibs) :Lt Bearing Leg 2x6 SP#2: Additional Notes Chords Tens.Comp. Chords Tens. Comp. Rt Bearing Leg 2x6 SP#2: Truss must be installed as shown with top chord up. AA-Z 0 0 T-S 2113 -1249 Lumber value set"1313"uses design values approved The overall height of this truss excluding overhang is Y-X 127 -67 S-R 2112 -1248 1/30/2013 by ALSC 2-0-0. X-W 128 -68 R-Q 128 -68 Plating Notes W-V 2113-1248 Q-P 127 -67 V-U 2113-1249 O-N 0 0 All plates are 2X4 except as noted. U-T 2113-1249 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord Maximum Web Forces Per Ply(Ibs)Webs Tens.Comp. Webs Tens. Comp. No Size Shift Bite No Size Shift Bite [17] 4X4 1.25 R 1.50 [29] 3X8 S 1.25 A-AA 46 -30 T-AG 657 -378 [35] 4X4 2.75 R 1.50 A-Z 46 -55 H-AG 66 -69 Purlins B-AB 82 -145 AG-AH 674 -388 C-AB 53 -21 AH-S 38 -19 In lieu of structural panels or rigid ceiling use purlins C-AC 2005-1179 AH-1 669 -383 to laterally brace chords as follows: AB-Z 74 -59 I-R 307 -460 Chord Spacing(in oc) Start(ft) End(ft) AB-Y 49 21 R-Al 1995 -1173 TC 24 -0.12 28.54 BC 24 -0.12 1.88 X-AC 47 -26 J-AI 70 -74 BC 64 2.33 26.08 AC-AD 2011 -1186 AI-AJ 2011 -1186 BC 24 26.54 28.54 AD-D 70 -74 AJ-Q 47 -26 Apply purlins to any chords above or below fillers AD-W 1995 -1173 AJ-K 2005 -1179 at 24"OC unless shown otherwise above. W-E 311 -461 L-AK 74 -59 E-AE 669 -390 K-AK 576 -945 V-AE 38 -19 AK-P 49 -21 AE-AF 673 -398 AK-O 74 -59 AF-F 66 -69 O-M 46 -55 AF-T 657 -382 M-N 46 -30 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 320BeachAveNew Ply:1 SEQN:17417/T65/GABL Custom Qty: 1 FROM: DRW: GE02 Wgt:136.51bs / ... 03/12/15 2'32 8'3"12 12' 143"7 20'1"5 26'1" 2'3"2 6'0"10 3'8"4 2'3"7 5'9"14 511"10 4X10(++) =4X8113] =3XF 4 =3X4 1114X5[26] A=3X3 Q BC U T IH (a) 22'5"11 N 121'1"14 P =3X0 N M =3X8[19] =3X8 1114X[24] 1112X4127]1+1 =4X4[10] f f-2-1"6 -� 23'11"10 1� 8"14 { 5'5"14 5111"10 2'2"7 3'11"7 5'7"10 1'8"14 �� 8'3"12 14'3"7 16'5"14 20'5"5 26'1" 2'9"14 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 L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.266 F 999 285 Q 914 /533 /281 /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.517 F 553 285 1 760 /450 /178 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.054 O - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):-0.107 O Q Min Brg Width Req= 3.5 _.. NCBCLL:10.00 Mean Height:23.16 ft Code/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: 0.525 Bearing Q Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 1.000 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.952 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): B-D 69 -128 E-F 1601 -2708 Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0122.23 A-B 38 -31 F-G 1601 -2708 Lumber Hangers/Ties D-E 1601 -2708 G-H 1174 -1990 Value Set:13B(Effective 6/1/2013) (J)Hanger Support Required,by others P Maximum Bot Chord Forces Per Top chord 2x4 SP#2 Ply(lbs) Bot chord 2x4 SP#2 Wind Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Wind loads based on MWFRS with additional C&C P-0 0 0 L-K 2081 -1240 :Lt Bearing Leg 2x6 SP#2: member design. N-M 2077-1219 K-J 2081 -1240 Lumber value set"13B"uses design values approved Right end vertical not exposed to wind pressure. M-L 2077-1219 J-1 26 -16 1/30/2013 by ALSC BracingAdditional Notes Maximum Web Forces Per Ply(Ibs) Truss must be installed as shown with top chord up. Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on The overall height of this truss excluding overhang is member. 2-0-0 A-P 47 30 D-M 191 2 Plating Notes A-0 41 -49 D-L 784 -426 B-Q 85 -166 L-G 654 -381 All plates are 2X4 except as noted. Q-0 72 -56 F-L 251 -307 (++)-This plate works for both joints covered. O-C 604 -342 G-J 397 -540 N-Q 603 -342 J-H 2051 -1209 Plate Shift Table N-D 1199-2031 H-1 461 -730 JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [10] 04 2.50 R 1.75 [13] 4X8 S 1.25 [19] 3X8 S 1.25 [24] 4X5 2.50 R 1.50 [25] 4X5 1.50 R 1.75 [27] 2X4 S 2.75 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 26.08 BC 24 0.00 2.03 BC 65 2.49 26.08 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 320BeachAveNew Ply:1 SEQN:17240/T3/HIPS Custom Qty: 1 FROM: DRW: T02 Wgt:161.0 lbs / ... 03/12/15 "2'0"8 �4� 2 '5"0 2, , q1'3"12 „ 188ii 14'4" i 17'8"12 24'8" 26'0"8 a"4 7'1" 3'3" 3'4"12 '+' 6'11"4 1,4„8120 0.25 12 T HXX 0- 031 = =3X4 =6X8 =H0310 A_ 5 BC 0 E F G �=3XW6X8 J 4XK=3X3 T iv 22'3"14 1 T iIvI R-3X41134x8H0312 4 V U T S R Q P 0 N M L f--2,0"8 247"12 i 1'11"12 �1'_8" 1'1"8 6'11"4 1'9"8 5'3" 7'0"4 1'2"4 1'7"4 1�3'10" 10'9"4 12'6"12 17'9"12 24'10" 26'0" 1'0"8 2 8 2'8"8 7'0"1 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 Udell L/# Lac R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.233 G 999 290 W 924 /544 /280 /- /1 /5.3 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.453 G 641 290 X 919 /541 /277 /- /- /5.3 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.035 1 - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C NORZ(TL):-0.069 I W Min Brg Widtta&rx,--= 5.3 NCBCLL:10.00 Mean Height:23.20 ft Code/Misc Criteria Creep Factor:1.5 X Min Brg Width Req= 5.3 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.614 Bearings W&X Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.994 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.990 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): B-D 408 -708 E-F 1467 -2467 Wind Duration:1.60 WAVE,HS VIEW Ver:14.03.01G.0122.23 I-K 42 -34 F-G 1467 -2467 Lumber Wind A-B 45 -38 G-H 1467 -2467 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C D-E 1434-2418 H-1 423 -732 Top chord 2x4 SP#2 member design. Bot chord 2x4 SP#2 End verticals not exposed to wind pressure. Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. :Lt Bearing Leg 2x8 SP#2: V-U 0 0 Q-P 2478 -1473 :Rt Bearing Leg 2x8 SP#2: T-S 70 -43 P-0 797 -461 Lumber value set"1313"uses design values approved S-R 775 -448 O-N 71 -40 1/30/2013 by ALSC R-Q 2478-1473 M-L 0 0 Plating Notes All plates are 2X4 except as noted. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Plate Shift Table A-V 45 -29 P-G 304 -370 JT Plate Lateral Chord JT Plate Lateral Chord A-U 52 -58 P-H 1757 -1039 No Size Shift Bite No Size Shift Bite B-W 199 -263 H-0 529 -781 [13] 3X4 1.75 R 1.25 [17] 4X4 1.75 R 1.50 C-W 7 -60 O-1 1088 -637 [25] 4X8 3.25 R 1.50 [30] 3X4 2.25 R 1.25 C-S 1084 -635 I-X 435 -743 Purlins W-U 72 -60 J-X 70 -58 W-T 7 -64 X-N 7 -63 In lieu of structural panels or rigid ceiling use purlins S-D 537 -794 X-M 70 -58 to laterally brace chords as follows: D-R 1731 -1028 M-K 46 -55 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 28.67 R-E 313 -383 K-L 44 29 BC 23 0.00 1.96 E-P 384 -393 BC 59 2.56 26.17 BC 23 26.77 28.67 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Additional Notes The overall height of this truss excluding overhang is 2-1-0. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 320BeachAveNew Ply:1 SEQN:17244/T5/HIPS Custom Qty: 1 FROM: DRW: T04 Wgt:156.8lbs / ... 03/12/15 2' 'pp2 26',7,"14 �- 2'0"8 2�8'i4 8' i 14'4" i 20'8" + 26'0"2 2¢ t-0 2� 8,8„ ; x 2'0"8 5-3"12 6'4" 6'4" 5,4,•2 2,0"2 0.25. v _. _ - - - =H0310 1112X4 =4X8 A=3X3 TBC= 10 D=4X8 E T2 F=i2o H03101 G H=4X5 1 =_3X3 T T�22'3"14 1112X4 =3X3 =4X4[13] -3X4 =3X8[21] =4X 12X4 01112X4 1 S R Q P O N M L K=3X3 J 1112X4 2,0„8 ` 24'7"6 2'0"2 5'1"4 4'9" 1'9"4 6'6"4 5'1"10 1'0"8 1f 0"8 7'9"12 12'6"12 14'4" 20'10"4 25'11"14 7'0" 1 � 2'8"8 28,8„ 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): 0.209 E 999 290 T 923 /544 /280 /- /2 /5.3 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.405 E 716 290 U 920 /542 /278 /- /- /5.3 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.037 S - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):.Q 07.4 S T Min Brg Width Req= 5.3 - •- NCBCLL:10.00 Mean Height:23.24 ft Code/Misc Criteria Creep Factor:1.5 U Min Brg Width Req= 5.3 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.335 Bearings T&U Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.966 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.769 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): B-D 1061 -1796 D-E 1516 -2532 Wind Duration:1.60 WAVE,HS VIEW Ver:14.03.01G.0122.23 G-1 41 -33 E-F 1516 -2532 Lumber Additional Notes A-B 43 -35 F-G 1066 -1803 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is 2-2-0. Top chord 2x4 SP#2:T2 2x4 SP M-30: Maximum Bot Chord Forces Per Ply(Ibs)Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 p Webs 2x4 SP#3 S-R 0 0 N-M 1838 -1085 :Lt Bearing Leg 2x8 SP#2: Q-P 148 -80 M-L 150 -82 :Rt Bearing Leg 2x8 SP#2: P-0 1831 -1081 K-J 0 0 Lumber value set"'I 3B"uses design values approved O-N 1831 -1081 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-S 45 -29 N-F 755 -441 [13] 4X4 1.50 R 1.50 [21] 3X8 S 1.25 A-R 48 -55 F-M 328 -493 [25] 4X4 2.50 R 1.50 B-T 87 -154 M-G 1754 -1030 Purlins C-T 70 -4 H-U 72 -57 C-P 1749-1027 G-U 574 -947 In lieu of structural panels or rigid ceiling use purlins T-R 73 -58 U-L 66 -4 to laterally brace chords as follows: T-Q 65 -4 U-K 72 -57 Chord Spacing(in oc) Start(ft) End(ft) P-D 329 -495 K-1 45 53 TC 24 0.00 28.67 BC 23 0.00 1.96 D-N 763 -446 I-J 44 -29 BC 69 2.56 26.14 E-N 252 -358 BC 23 26.74 28.67 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. End verticals 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 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 320BeachAveNew agit 1 SEAN:17400/T7/HIPS Custom 1 FROM: DRW: T06 :159.6lbs / ... 03/12/15 2' "2 12 26T'14 2'0"8 2818 0.25 ' 12' 16'8" 21'3"1 25'11"14 2 '0 28'8" r- 2,0 ,. 4.8„10-. . _ 4,6"14 4,8,,. 4'8'+13 - A=4X5 10 13C= D=3 E=4X8 T2 F4 G=3X4 ==H0310 H I J T - - - _ W =4X5 TT 22'3"14 T 1 1112X4 1112X4 =4X4[13] =3X4 =3X8 =_3X8 =4X4[27] iO4 U T S R Q P 0 N M L K TOT: 24,7„6 2'0"2 4'4"14 4'8"14 2'8"8 2'1"4 4'10"13 4'S"1 1'0" 7'1"6 11'10"4 14'6"12 16'8" 21'6"13 25'11"14 7'0" 1� 7"10� 8 2 ,l 28,8„ 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): 0.181 E 999 290 V 923 /530 /280 /- /3 /5.3 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.352 E 823 290 yl/ 920 1528 /278 I- /- /5.3 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.035 K - - Wind reactions based on MWFRS Des Ld: 32.00 - EXP:C _ HQRZ(TL):-0.070 U- - V Min Brg Width Req= 5.3 - NCBCLL:10.00 Mean Height:23.28 ft Code/Misc Criteria Creep Factor:1.5 W Min Brg Width Req= 5.3 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.316 Bearings V&W Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.960 Spacing:24.0" MWFRS Parallel Dist:h/2 to In Rep Factors Used:Yes Max Web CSI: 0.688 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): B-D 808-1612 E-F 1177 -2281 Wind Duration:1.60 WAVE,HS VIEW Ver:14.03.OtG.0122.23 H-J 41 -35 F-G 1176 -2284 Lumber Additional Notes A-B 43 -36 G-H 811 -1617 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is D-E 1164-2264 Top chord 2x4 SP#2:T2 2x4 SP M-30: 2-3-0. Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. :Lt Bearing Leg 2x8 SP#2: U-T 0 0 P-0 2275 -1166 Rt Bearing Leg 2x8 SP#2: S-R 132 -58 O-N 1695 -855 Lumber value set"13B"uses design values approved R-Q 1690 -853 N-M 133 -59 1/30/2013 by ALSC Q-P 2275-1166 L-K 0 0 Plating Notes All plates are 3X3 except as noted. Maximum Web Forces Per Ply(Ibs)Webs Tens.Comp. Webs Tens. Comp. Plate Shift Table A-U 45 -29 F-O 164 -197 JT Plate Lateral Chord JT Plate Lateral Chord A-T 48 -55 O-G 658 -363 No Size Shift Bite No Size Shift Bite B-V 105 -162 G-N 326 -534 [13] 4X4 1.75 R 1.50 [27] 4X4 2.25 R 1.50 C-V 65 -3 N-H 1597 -816 Purlins C-R 1593 -814 H-W 492 -902 V-T 73 -59 I-W 72 -58 In lieu of structural panels or rigid ceiling use purlins V-S 60 -3 W-M 60 -3 to laterally brace chords as follows: R-D 325 -535 W-L 72 -58 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 28.67 D-Q 644 -354 L-J 47 -53 BC 23 0.00 1.96 Q E 166 -203 J-K 44 29 BC 69 2.56 26.14 E-0 265 -253 BC 23 26.74 28.67 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. End verticals 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 awned 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 320BeachAveNew [Oty: :1 SEAN:17318/T67/COMN Custom 3 FROM: DRW: T08 t:154.01bs / ... 03/12/15 2' "12 0.25 12 267"14 2'0"2 221 '�4 8'7 1�3 i 14'4" + 20'0"3 - + 26'0"2 2¢� 0 28'8" 2'10"2~15"2 _. -5.111,15 5,8„3 5'8"3 A=X0310 6C- 10 D=3X i4X4 R1 F=3X4 =H031 UGH_4X5 I-3X3 _ T - - - fO1 223"14 T B1S 4 =3RX3Q 4XP(13] 3X8 X8 -3N8 -4X5123] 1112X4 1112X4 1 1112X4 M L K=3X3 J �-2'0,•2--J 247"12 i 2'0"2�{ 17'10{ 5'8"3 1'7"10 F 4'2"1 1'9"10 5'8"3 10"8 845 6 4 3" 4 08 1'7"10 2'8"2 2~88" 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): 0.190 E 999 290 T 921 1544 /278 /- /3 15.3 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.370 E 785 290 U 921 /544 /278 /- /- /5.3 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.044 K - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.087 K T Min Wg Widtb.8agr,-- 5.3 NCBCLL:10.00 Mean Height:23.31 ft Code/Misc Criteria Creep Factor:1.5 U Min Brg Width Req= 5.3 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.223 Bearings T&U Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.973 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.844 Maximum Top Chord Forces Per Pty(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens-Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): B-D 989-1901 D-E 1179 -2341 Wind Duration:1.60 WAVE,HS VIEW Ver:14.03,01G.0122.23 G-1 38 -31 E-F 1178 -2341 Lumber Additional Notes A-B 38 -31 F-G 991 -1901 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is 2-3-9. Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP M-30 Bot chord 2x4 SP#2 P Chords Tens.Com Chords Tens. Comp. Webs 2x4 SP#3 S-R 0 0 N-M 1968 -1029 :Lt Bearing Leg 2x8 SP#2: Q-p 165 75 M-L 165 75 Rt Bearing Leg 2x8 SP#2: P-0 1968-1030 K-J 0 0 Lumber value set"136"uses design values approved O-N 1968-1030 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-S 44 -29 N-F 509 -258 [13] 4X5 S 1.25 [23] 4X5 S 1.25 A-R 42 -49 F-M 300 -477 Purlins B-T 82 -142 M-G 1825 -970 C-T 80 -4 H-U 70 -55 In lieu of structural panels or rigid ceiling use purlins C-P 1825 -971 G-U 561 987 to laterally brace chords as follows: T-R 70 -55 U-L 76 -4 Chord Spacing(in oc) Start(ft) End(ft) T-Q 76 -4 U-K 70 -55 TC 24 0.00 28.67 p-D 300 -477 K-1 42 49 BC 23 0.00 1.93 BC 71 2.53 26.14 D-N 509 -258 I-J 44 -29 BC 23 26.74 28.67 E-N 164 -194 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. End verticals 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 �APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 320BeachAveNew Ply:2 SEAN:17732 I T23/COMN Custom Qty: 1 FROM: DRW: T10 Wgt:338.8lbs / ... 03/12/15 0.25 12 2'5" 8-4i:_ 14'4" 20'312 26'3" 28'8" 2'5" 5'114- 5'11"12 - 5'11"12 5'11"4 2'S" A=3 B=4 C- D=4X4 Em 3X4 F- G=3X3 T - - _ - - =4X417 W4 tV M IN 21'1"14 1112) N (4 =4X416] =3X8[8] KX =4X,4[16] I IN2H4 1 O s3X4 Nr L =3X4 f-2' 24'8" 2'-{ 2'1" 6'4" 1'8" 4'8" 5'11" 2'1" 2'1" 8' 14'4" 16' 20'8" 26'7" 28'8" 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 L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.211 D 999 294 N 1659 /833 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.403 D 729 294 1 1659 /833 /- /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.029 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HQRZ(TL):.f 0466-B - - N Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:23.31 ft Code/Misc Criteria Creep Factor:1.5 1 Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.240 Bearings N&I Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.511 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI: 0.475 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 29 -86 D-E 1450 -2889 Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0122.23 B-C 1112-2231 E-F 1112 -2232 Lumber Purlins C-D 1450-2889 F-G 28 -86 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Top chord 2x4 SP M-30 to laterally brace chords as follows: Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x6 SP SS Dense Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3:W4,W10 2x4 SP#2: TC 24 0.00 28.67 BC 120 0.00 28.67 O-N 0 1 K-J 2286 -1145 Lumber value set"136"uses design values approved Apply purlins to any chords above or below fillers N-M 219 -102 J-1 219 -102 1/30/2013 by ALSC at 24"OC unless shown otherwise above. M-L 2286 -1145 I-H 0 -1 L-K 2286 -1145 Nailnote Wind Nail Schedule:0.131"x3",min.nails Wind loads and reactions based on MWFRS. Maximum Web Forces Per Ply(Ibs) Top Chord:1 Row @12.00"o.c. End verticals not exposed to wind pressure. Webs Tens.Comp. Webs Tens. Comp. Bot Chord:1 Row @12.00"o.c. p Webs :1 Row @ 4"o.c. Left and right cantilevers are exposed to wind A-0 22 -44 L-E 640 -317 Use equal spacing between rows and stagger nails A-N 111 -37 E-J 216 -362 in each row to avoid splitting. Additional Notes N-B 431 -806 J-F 2105 -1052 Special Loads The overall height of this truss excluding overhang is B-M 2104-1052 F-I 431 -806 2-3-9. M-C 216 -362 I-G 110 -36 --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) C-L 640 -317 G-H 22 -43 TC-From 54 plf at 0.00 to 54 plf at 14.33 L-D 50 -37 TC-From 54 plf at 14.33 to 54 plf at 28.67 BC-From 10 plf at 0.00 to 10 plf at 16.00 BC-From 10 pit at 16.00 to 10 plf at 28.67 BC- 380 Ib Conc.Load at 9.14,19.53 BC- 358 lb Conc.Load at 11.39,17.28 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [5] 4X4 2.50 R 1.25 [6] 4X4 1.25 R 1.50 [81 3X8 S 1.25 [16] 4X4 2.75 R 1.50 [17] 4X4 1.50 R 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 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 320BeachAveNew Ply:2 SEQN:17611/T27/COMN Custom Qty: 1 FROM: DRW: T12 Wgt:343.0lbs / ... 03/12/15 5'23 9'10"13 14'4" 18'9"3 23513 28'0"12 8' " 11.. 0.25 12 4'8"10 - 4,5„3 4'5„3 4`8„t. 4'8"15- „ - v -3X8 A=6 - B-= C- 4X4 R1 E=3X4 F=4X 19 SHO jg G ,T _ - _ _ T 1 a H T � zz'1"z N Al C4 41011 =4XO5[6] 975 m4)4[81 1441658 19'0"11 LLIl 1 65X7 XK52 4'5"3 4'8"11 4'8"11 2'1"8 27"3 4'8"11 4'37 2395 2012" 0 R. 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): 0.282 M 999 340 Q 1655 /843 /- /- /- /3.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.534 M 637 340 H 1655 1843 /- /- /- /3.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.028 A - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C _ HORZ(T-L):-8.0b&A- - Q Min Brg Width Req= 3.0 NCBCLL:10.00 Mean Height:23.31 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 3.0 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.194 Bearings Q&H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.985 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.755 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 1033-2035 D-E 1857 -3640 Wind Duration:1.60 WAVE,HS VIEW Ver:14.03.01G.0122.23 B-C 1750-3438 E-F 1751 -3440 Lumber Purlins C-D 1857-3640 F-G 1033 -2035 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Top chord 2x4 SP M-31 to laterally brace chords as follows: Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 SP SS Dense Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3:W 13 2x6 SP#2: TC 24 0.00 28.67 P-0 173 92 L-K 3468 -1769 :Lt Bearing Leg 2x6 SP#2: BC 116 0.46 28.06 :Rt Bearing Leg 2x8 SP#2: Apply purlins to any chords above or below fillers O-N 2145-1093 K-J 2145 -1092 at 24"OC unless shown otherwise above. N-M 3467-1768 J-1 260 -135 Lumber value set"'I 3B"uses design values approved M-L 3468-1769 1/30/2013 by ALSC Wind Nailnote Wind loads and reactions based on MWFRS. Maximum Web Forces Per Ply(lbs) Nail Schedule:0.131"x3",min.nails Camber Webs Tens.Comp. Webs Tens. Comp. Top Chord:1 Row @12.00"c.c. Max JT VERT DEFL:LL:0.28"DL:0.25".See detail Webs A-Q 37 -4 M-E 184 -94 Bot Chord:1 Raw @ .c.o.c. DEFLCAMB1014 for camber recommendations. A-0 1983-1002 E-K 125 -196 1 Row @ 44""o.c. Roofs incorporating this truss require consideration for Q-A 481 -918 K-F 1388 -706 Use equal spacing between rows and stagger nails p g q in each row to avoid splitting. ponding design by Building Designer. Q-P 35 -5 F-J 371 -677 O-B 373 -681 J-G 1899 -959 Special Loads Additional Notes B-N 1386 -704 H-1 35 -7 ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) The overall height of this truss excluding overhang is N-C 125 -196 G-H 39 -6 TC-From 54 plf at 0.00 to 54 plf at 14.33 2-3-9. C-M 186 -95 G-H 514 -987 TC-From 54 plf at 14.33 to 54 pit at 28.67 D-M 33 0 BC-From 10 pit at 0.46 to 10 plf at 16.00 BC-From 10 plf at 16.00 to 10 plf at 28.21 PLB- 364 Ib Conc.Load at(9.14,21.20),(19.53,21.20) PLB- 379 Ib Conc.Load at(11.39,21.20),(17.28,21.20) Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [6] 4x5 S 1.25 [7] 4x4 S 1.25 [8] 4X4 S 1.25 (18] 4X4 S 1.25 [19] 4X4 S 1.25 [20] 4X5 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 APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 320BeachAveNew Ply:1 SEQN:17720 I T11/COMN Custom Qty:4 FROM: DRW: T14 Wgt:151.21bs / ... 03/12/15 0.25 12 2'4"12 7'6"14� 12'9"5 14'4" 17'11"11 23'3"13 28'8" 2'4"12 5'2"2 5'2"6 1'6"11 3 7"11 5'47 -14'1 A-3 B- _ C=3 1112X4 D Eg3X4 R1 F=3X4 G=3X 8 H T - _ - - - 5 20 T rn (V th 11112X4 =4X5[6] =3X8[9] =H0310 =3X4[17] 1114X5[19] 1 2,'1"14 P O=3X4 N M L K J NI2X4tt23] 2' � 26'8" r 2'1" 5'2"6 5'S"10 3'2"15 2'3"3 5'4"10 5'0"2 2'1" 7'3"6 12'9"1 i6' 1833 23'7"14 28'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl LJ# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.276 F 999 319 O 989 /495 /431 /- /3 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.533 F 598 319 I 849 /393 /332 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.047 B - - Wind reactions based on MWFRS Des Ld: -32.00 EXP:C H©RZ(TL),0.091 B O Min Brg Widt44Zaq- 1.5 NCBCLL:10.00 Mean Height:23.31 ft Code/Misc Criteria Creep Factor:1.5 I Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.446 Bearings O&I Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.971 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.782 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 it FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 54 -46 E-F 1383 -2767 Wind Duration:1.60 WAVE,HS VIEW Ver:14.03.01G.0122.23 B-C 939-1933 F-G 1376 -2806 Lumber Additional Notes C-D 1381 -2768 G-H 964 -1968 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is D-E 1384-2766 Top chord 2x4 SP#2 2-3-9. Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"1313"uses design values approved P-0 1 -2 L-K 2834 -1391 1/30/2013 by ALSC O-N 183 -82 K-J 2061 -1018 Plate Shift Table N-M 2020 -986 J-1 20 -11 M-L 2834-1391 JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite Maximum Web Forces Per Ply(Ibs) [5] 4X4 2.25 R 1.25 [6] 4X5 S 1.25 [7] 3X4 S 1.25 [9] 3X8 2.50 L 1.25 Webs Tens.Comp. Webs Tens. Comp. [17] 3X4 S 1.25 [18] 3X4 S 1.25 A-P 35 -30 M-F 264 -375 [19] 4X5 2.50 R 1.50 [20] 4X5 1.50 R 1.75 A-0 60 -69 F-K 165 -215 [23] 2X4 S 2.75 O-B 509 -928 K-G 788 -386 Purlins B-N 1860 -905 G-J 364 -615 In lieu structural panels or rigid ceiling use purlins N-C 347 -590 J-H 2053 -1002 C-M 804 -415 H-1 439 -821 to laterally ly brace chords as follows: D-M 163 -185 Chord Spacing(in oc) Start(ft) End(ft) TC 24 -0.46 28.21 BC 64 -0.46 28.21 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. End verticals 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 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 320BeachAveNew Ply:1 SEQN:17539/T16/COMN Custom Qty: 9 FROM: DRW: T16 Wgt:133.0lb, / ... 03/12/15 0.25 12 2'4"12 8'S"� 14'4" 19'11"14 2F 412 6'0"6 + 5,10"14 _S,T,14 6,1„2 '1 A=3X3 C3 4 Dr'4X4 R1 E=3X4 F T =3X3 - = =- - 7 T T I o rnl (V � 11112X4 m4X4f6] =-3X8 =3X8 3X4 IICC , =4XSf16] 1112X4120] - 21114 M L= FFII G �--2' 24.1" 2'1" 6'0"2 3'10"14 2'4" 5'11"6 10 2'1" 81"2 12' 14'4" 20'3"6 26'1" 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): 0.208 D 999 287 L 907 /465 /399 /- /5 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.401 D 717 287 G 766 /348 /300 /- /- /- BCDL. 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.034 B - - Wind reactions based on MWFRS Des Ld: 32.00' EXP:C H®RZ(TQ--4. G-B- - L Min Brg WidttvReq= 1.5 •- - NCBCLL:10.00 Mean Height:23.31 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: 0.529 Bearing L Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.876 Spacing:24.0" MWFRS Parallel Dist:h/2 to In Rep Factors Used:Yes Max Web CSI: 0.728 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 46 -62 D-E 1172 -2343 Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0122-23 B-C 926-1892 E-F 915 -1857 Lumber Additional Notes C-D 1171 -2343 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is PI P d F Ch B i axmum Bot Chord Per Top chord 2x4 SP#2 2-3-9. My(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 M-L 1 -2 J-1 1960 -969 Lumber value set"'I 3B"uses design values approved L-K 194 -88 I-H 1929 -960 1/30/2013 by ALSC K-J 1960 -969 H-G 26 -14 Plate Shift Table Maximum Web Forces Per Ply(lbs) JT Plate Lateral Chord JT Plate Lateral Chord Webs Tens.Comp. Webs Tens. Comp. No Size Shift Bite No Size Shift Bite [5] 4X4 2.25 R 1.25 [6] 4X4 1.50 R 1.50 A-M 34 -32 D-1 165 -195 [16] 4X5 S 1.25 [17] 4X5 1.50 R 1.75 A-L 85 -58 I-E 532 -228 [20] 2X4 S 2.75 L-B 482 -857 E-H 319 -505 B-K 1780 -873 H-F 1910 -938 Purlins K-C 302 -473 F-G 403 -736 In lieu of structural panels or rigid ceiling use purlins C-1 515 -226 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -0.46 25.62 BC 75 -0.46 25.62 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Tres (J)Hanger Support Required,by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals 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 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 320BeachAveNew Ply:1 SEAN:17543 I T21/COMN Custom Qty: 1 FROM: DRW: T18 Wgt:141.4lbs / ... 03/12/15 0.25 12 2'5" 6 10'5"6 14'4" 16 10 22'0"1 26'1" - - - 2'5" -. . . 4'0"13 _. 3'11"9 ..... - 3'1010-- -3'10'10 - -3'9'7 - 4'0'15 1112X4 -4X8 A=3X3 - 6= C=3X D=4X8 E F = 4 G _ H T o T V b lu 1 N 1 .i.21'1"14 IIIP4 O- =3X4f6] --3X4 -H 3�4 OSE =3X4 =3X [21]1112X4f25]1 `l =3X4 NN ff 2' 24,1„ 2'1" 4'0"9 4'2"1 3'8"6 4'4"6 3'11"15 3'8"11 2'1" 6'1"9 103"10 14' 18'4"6 22'4. 26'1" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.185 E 999 288 O 907 /457 /399 /- /4 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.358 E 804 288 1 766 /383 /300 /- /- /- BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.035 B - - Wind reactions based on MWFRS Des Ld: 32.00 - EXP:C HORZ(T-L):-0.068-8 O Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:23.27 ft Code/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: 0.280 Bearing O Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.960 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.561 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 63 -51 E-F 1242 -2401 Wind Duration:1.60 WAVE,HS VIEW Ver:14.03.01G.0122.23 B-C 718-1417 F-G 1082 -2095 Lumber Additional Notes C-D 1109-2155 G-H 690 -1346 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is D-E 1242-2401 Top chord 2x4 SP#2 2-2-10. Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values approved P-0 1 -1 L-K 2114 -1090 1/30/2013 by ALSC O-N 143 -66 K-J 1435 -742 N-M 1501 -768 J-1 10 -6 Plate Shift Table M-L 2172-1116 JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite Maximum Web Forces Per Ply fibs) [5] 3X4 2.50 R 1.25 [6] 3X4 1.25 R 1.25 [21] 3X4 2.75 R 1.25 [22] 4X4 S 1.50 Webs Tens.Comp. Webs Tens. Comp. [25] 2X4 S 2.75 A-P 37 -28 E-L 156 -218 Purlins A-O 67 -81 L-F 341 -163 O-B 467 -836 F-K 192 -292 In lieu of structural panels or rigid ceiling use purlins B-N 1402 -716 K-G 736 -374 to laterally brace chords as follows: N-C 334 -561 G-J 351 -592 Chord Spacing(in oc) Start(ft) End(ft) C-M 734 -389 J-H 1471 -752 TC 24 0.00 26.08 BC 69 0.00 26.08 M-D 193 -277 H-1 409 744 Apply purlins to any chords above or below fillers D-L 413 -175 at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals 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 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 320BeachAveNew Ply:1 SEQN:17406/T18/COMN Custom Qty: 1 FROM: DRW: T20 Wgt:140.71bs / ... 03/12/15 2' "2 2'1" "p 65"6 11'10"13 16'10"15 22'2"10 26'1" 3'9"2 5'5'7 5'0"3 + 5'3"11 3'10"6 0.25 v =3X6 =3X4 1112X4 -5X7 =3X3 R BC-g 10 D=5X7 E F G 8 H T - - oT T 22,51.11 1 �� (V (V ♦ 11"14 III Q 4 =-3XP O -3X4f13j =3X4117]L -4X8122] =3X[27] 1112X4f31]1S 1112X4 N NI=3X8 IC 1 �^2'1"6 231110 1� 8"14 r 374 5'4"3 10"1 k 4,5"1 5 6,.3 3 7„14 1'8"14 11 6'2"14 11'7"1 2 5 14 16'10"15 22'5"2 1 26-1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TOLL: 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): 0.195 E 999 285 R 914 1533 /281 /- /3 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.379 E 753 285 1 760 /451 /178 /- /- /- BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.037 Q - - Wind reactions based on MWFRS Des Ld: -32.00 EXP:C HORZ(TL):-0.074 Q R Min Erg Width Roc m.3.5 NCBCLL:10.00 Mean Height:23.22 ft Code/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: 0.434 Bearing R Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.971 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.561 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): B-D 824 -1408 E-F 1409 -2373 Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0122.23 A-B 41 -35 F-G 1409 -2373 Lumber Additional Notes D-E 1399-2364 G-H 794 -1340 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#2 2-1-10. Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Q-P 0 0 L-K 2407 -1426 :Lt Bearing Leg 2x6 SP#2: O-N 78 -45 K-J 1384 -821 Lumber value set"1313"uses design values approved N-M 1451 -851 J-1 8 -5 1/30/2013 by ALSC M-L 2407-1426 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 [13] 3X4 1.25 R 1.25 [17] 3X4 1.75 R 1.25 A-Q 47 -30 D-M 986 -578 [22] 4X8 S 1.25 [27] 3X4 2.75 R 1.25 A-P 46 -52 M-E 198 -284 [28] 04 S 1.50 [31] 2X4 S 2.75 B-R 156 -189 E-K 270 -301 Purlins C-R 48 -3 K-F 201 -291 C-N 1463 -863 K-G 1047 -619 In lieu of structural panels or rigid ceiling use purlins R-P 72 -57 G-J 374 -582 to laterally brace chords as follows: R-0 44 -3 J-H 1472 -870 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 26.08 N-D 364 -567 H-I 449 743 BC 24 0.00 2.03 BC 60 2.49 26.08 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals 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 320BeachAveNew Ply:1 SEQN:17421/T60/COMN Custom Qty: 1 FROM: DRW: T22 Wgt:114.8lbs / ... 03/12/15 6'0"4 11'10"12 i 1T9"4 23'9"8 (' 6'0"4 3'9"4 T 2'1"4 i 5'10"8 6,0"4 1114X5[1] =3X4 =3X4 1112X4 =3X4 1114X5[16] A B C D E F T - - O - 0 (V 21'1"14 1112X4 =4XK[4] =3X8110] =3X8 =4X5115] 1112X4119] 23'9„8 F1l ��j 5'8"126'2 2'1"4 4'0"12 5'8"12 5'8"12 11'10"12 14' 18'0"12 23'9"8 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): 0.254 D 999 285 L 761 1374 /299 /- /- /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.482 D 592 285 G 761 /381 /299 /- /- /- BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.041 A - - Wind reactions based on MWFRS r Des Ld: 32.00 EXP:C HORZ(TL):+*W8 A L Min Brg Width Req= - NCBCLL:10.00 Mean Height:23.21 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: 0.515 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.951 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.787 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 1159-1953 D-E 1570 -2639 GCpi:0.18 Plate Type(s): B-C 1570-2639 E-F 1158 -1953 Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0122.23 C-D 1570-2639 Lumber Camber Value Set:13B(Effective 6/1/2013) Max JT VERT DEFL:LL:0.25"DL:0.23".See detail Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 DEFLCAMB1014 for camber recommendations. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Roofs incorporating this truss require consideration for L-K 25 15 I-H 2041 -1224 Webs 2x4 SP#3 ponding design by Building Designer. K-J 2042-1224 H-G 25 -15 Lumber value set"136"uses design values approved Additional Notes J-1 2041 -1224 1/30/2013 by ALSC Provide for complete drainage of roof. Plate Shift Table Truss must be installed as shown with top chord up. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord The overall height of this truss exduding overhang is No Size Shift Bite No Size Shift Bite 2-0-10. A-L 456 -732 J-E 691 -362 [1] 4X5 2.50 R 1.75 [2] 2X4 S 2.75 A-K 2017-1196 E-H 400 -540 [4] 4X5 S 1.25 [10] 3X8 S 1.25 K-B 400 -541 H-F 2017 -1196 [15] 4X5 S 1.25 [16] 4X5 1.50 R 1.75 B-J 679 -361 F-G 464 -732 [19] 2X4 S 2.75 D-J 243 -297 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 23.79 BC 70 0.00 23.79 Apply pur ins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others (J)Hanger Support Required,by others 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 fAPVEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 320BeachAveNew Ply:1 SEQN:17564!T14/COMN Custom Qty: 1 FROM: DRW: T24 Wgt:15.4lbs / ... 03/12/15 3X3 1112X4 A B L Li N )-21'1"14 D =3X3[7] C 1112X4 2' 2' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 192 D 64 /32 /25 /- /- /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 B 999 180 C 64 /32 /25 /- /- 11.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C - HORZ(TL):-0.000 B D Min Brg Width Req= - NCBCLL: 10.00 Mean Height:23.16 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 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.032 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.045 Chords Tens.Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 2 -1 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0122.23 Maximum Bot Chord Forces Per Ply(lbs) Lumber Additional Notes Chords Tens.Comp. Value Set:13B(Effective 6/1/2013) Provide for complete drainage of roof. D-C 1 -2 Top chord 2x4 SP#2 Truss must be installed as shown with top chord up. Bot chord 2x4 SP#2 The overall height of this truss excluding overhang is Maximum Web Forces Per Ply(lbs) Webs 2x4 SP#3 2-0-0. Webs Tens.Comp. Webs Tens. Comp. Lumber value set"I 3B"uses design values approved 1/30/2013 by ALSC A-D 114 -54 B-C 114 -54 A-C 0 0 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [7] 3X3 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 2.00 BC 24 0.00 2.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals 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 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 320BeachAveNew Ply:1SEQN:17303/T68/COMN Custom Qty: 18 FROM: DRW: T26 Wgt:16.8lbs / ... 03/12/15 0 0.25 A=—3X3 1112X4 B 22'10"14 Li - 90 — (V 0) 11124 21'1"14 D C 2' —=3X3 Ali 2'1"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria.- ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.001 B 999 120 D 128 /105 /91 /73 /60 /1.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.002 B 999 90 A 0 /- /- /73 /59 /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.000 C - - Wind reactions based on MWFRS Des Ld: -32.00 EXP:C HORZ(TL):-0.000 C - NCBCLL:10.00 Mean Height:23.18 ft Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs) Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.095 Chords Tens.Comp. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.035 A-B 4 -2 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.075 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Bot Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:14.03.016.012223 Lumber D-C 112 -72 Value Set:13B(Effective 6/1/2013) Maximum Web Forces Per Ply(Ibs) Top chord 2x4 SP#2 Webs Tens.Comp. Webs Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 A-D 214 -118 B-C 113 -54 Lumber value set"1313"uses design values approved A-C 96 -151 1/30/2013 by ALSC Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite 12) 2X4 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 0.00 2.00 BC 24 0.00 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. End verticals not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 2-0-8. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.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 320BeachAveNew Ply:2 SEAN:17730/T25/FLAT Custom Qty: 2 FROM: DRW: T28 Wgt:70.0lbs / ... 03/12/15 1112X4 =3X3 A B co r CV 21'1"14 D C 1113X4 1112X4 5'110"8 5'10"8 Loading Criteria(psf) <Wind Criteria Snow Criteria(Pg,Pf in PSF) Den/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):-0.000 B 999 240 D 358 /185 /- /- /- /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 B 999 180 C 379 /202 /- /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.000 A - - Wind reactions based on MWFRS w Des Ld: 32.00 EXP:C HQRZ(TL):QAW-A D Min Brg Width Req= - NCBCLL: 10.00 Mean Height:23.39 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: 0.179 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.299 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI: 0.048 Chords Tens.Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-g 7 -13 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0122.23 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Hangers/Ties Chords Tens.Comp. Value Set:13B(Effective 6/1/2013) Recommended hanger connections are based on D-C 13 -8 Top chord 2x4 SP#2 manufacturer tested capacities and calculations. Bot chord 2x6 SP#2 Conditions may exist that require different connections Webs 2x4 SP#3 than indicated.Refer to manufacturer publication for Maximum Web Forces Per Ply(Ibs) additional information. Webs Tens.Comp. Webs Tens. Comp. Lumber value set"13B"uses design values approved Bearing at location x=0' uses the following 1/30/2013 by ALSC g g A-D 32 -45 B-C 45 -64 support conditions: D-B 0 -1 Nailnote Bearing D (0',21'1"14)HTU26-2 Supporting Member:(2)2x6 SP SS Dense Nail Schedule:0.131"x3",min.nails (20)0.148"x3"nails into supporting Top Chord:1 Row @12.00"o.c. member, Bot Chord:1 Row @12.00"o.c. (14)0.148"x3"nails into supported Webs :1 Row @ 4"o.c. member. Use equal spacing between rows and stagger nails Bearing C (5'7"8,21'1"14)HTU26-2 in each row to avoid splitting. Supporting Member:(2)2x6 SP SS Dense (20)0.148"x3"nails into supporting Special Loads member, ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) (14)0.148"x3"nails into supported TC-From 27 plf at 0.00 to 27 plf at 3.69 member. TC-From 54 plf at 3.69 to 54 plf at 5.87 BC-From 5 plf at 0.00 to 5 plf at 5.87 Wind BC- 64 lb Conc.Load at 1.44,3.69 Wind loads and reactions based on MWFRS. BC- 181 Ib Conc.Load at 1.94,3.94 End verticals not exposed to wind pressure. Purlins Additional Notes In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Truss must be installed as shown with top chord up. Chord Spacing(in oc) Start(ft) End(ft) The overall height of this truss excluding overhang is TC 24 0.00 5.87 2-2-13. BC 70 0.00 5.87 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 eAP E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 320BeachAveNew Ply:2 SEAN:17728/T20/MONO Custom Qty: 4 FROM: DRW: T30 Wgt:33.6lbs / ... 03/12/15 0.25 12 0 A=-3X3 A-3X3 1112X4 B Cl) N CV N CV 21'1"14 D C 17 1112X4 2' =3X3 2' 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): 0.000 B 999 192 D 64 /30 /25 /- /2 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 B 999 180 C 64 /34 /25 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL)r-0.000 B D Min Brg Width Req= NCBCLL:10.00 Mean Height:23.37 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: 0.027 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.005 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.014 Chords Tens.Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 1 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0122.23 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Hangers/Ties Chords Tens.Comp. Value Set:13B(Effective 6/1/2013) Recommended hanger connections are based on D-C 1 -2 Top chord 2x4 SP#2 manufacturer tested capacities and calculations. Bot chord 2x4 SP#2 Conditions may exist that require different connections Webs 2x4 SP#3 than indicated.Refer to manufacturer publication for Maximum Web Forces Per Ply(Ibs) Lumber value set"13B"uses design values approved additional information. Webs Tens.Comp. Webs Tens. Comp. 1/30/2013 by ALSC Bearing at location x=0' y=21'1"14 uses the following A-D 35 -27 B-C 36 -27 support conditions: A-C 2 0 Nailnote Bearing D (0',21'1"14)HTU26-2 Nail Schedule:0.131"x3",min.nails Supporting Member:(2)2x6 SP#2 (20 Top Chord:1 Row @12.00"o.c. member, x3"nails into supporting Bot Chord:1 Row @12.00"o.c. (14)0.148"x3"nails into supported Webs :1 Row @ 4"o.c. member. Use equal spacing between rows and stagger nails Bearing C (1'9",21'1"14)HTU26-2 in each row to avoid splitting. Supporting Member:(2)2x6 SP#2 Purlins (20)0.148"x3"nails into supporting member, In lieu of structural panels or rigid ceiling use purlins (1 4)0.148"x3"nails into supported to laterally brace chords as follows: member. Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 2.00 BC 24 0.00 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. End verticals not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 2-2-13. 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 APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 320BeachAveNew Ply:1 SEON:17718/T24/COMN Custom Oty: 2 FROM: DRW: T32 Wgt:54.6lbs / ... 03/12/15 3'2"15 1 67'10 1 9'0"2 37"15 13'4"11 2'4"8 12 0.25 A III 2X4 T B=3X4 C=-3X44 —3X3 D- _ T N N N 1F &J2,'1"14 H G F E III 3X4 =3X4 3X4 III2X4 7'0"2 2' 3'67 1 3'411 2'1" 3'67 16'11"2 9'0"2 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TOLL: 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): 0.003 B 999 240 H 214 /106 /81 /- /9 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.007 B 999 180 F 375 /233 /195 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 A - - Wind reactions based on MWFRS Des Ld: -32.00 --- €XP:C - - HORZ(TL} 0.002 A H Min Brg Widt4JZ@cr= NCBCLL:10.00 Mean Height:23.25 It Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.127 Bearing F Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.105 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.088 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 1 -6 C-D 72 -65 Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0122.23 B-C 129 -218 Lumber Wind Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 member design. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 End verticals not exposed to wind pressure. H-G 227 -140 F-E 1 -1 Webs 2x4 SP#3 Right cantilever is exposed to wind G-F 40 -45 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Additional Notes Maximum Web Forces Per Ply(Ibs) Purlins The overall height of this truss excluding overhang is Webs Tens.Comp. Webs Tens. Comp. 2-2-4. In lieu of structural panels or rigid ceiling use purlins A-H 83 -72 C-F 222 -295 to laterally brace chords as follows: H-B 169 -257 F-D 86 -92 Chord Spacing(in oc) Start(ft) End(ft) B-G 95 -81 D-E 40 -28 TC 24 0.00 9.01 G-C 232 -137 BC 75 0.00 9.01 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: Bearing H (0',21'1"14)LUS26 Supporting Member:(2)2x6 SP#2 into supporting member, 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray s PE No.60839 PE No.58544 PE No.71457 CKY Zvi Ailanfic Seacl, RECEIVED Building Department APPLICATION NUMBER 4- 800 Seminole Road MAR 2 Z015 (TO be assigned by the Building Department.) Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)2 E-mail: building-dept@coab.us City web-site: http://www.coab.us Date routed: 23 APPLICAT90N REVIEW AND TRACKING FORM PrOPC"AY A01drr_-&:,. At De artment review`•egaaired Yes Applicant: Planning &Zon' 0 Tree A inistrator tilit, Public Safety Fire Services Review fee Dept Signature Other Agency Review or Permit Required Review or Receipt Florida Dept. of Environmental Protection Of Permit Verified By Date Florida Dept, Transportation di 16portation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS FReviev,jing Department First Review: DApproved. (Circle one.) Comments: DIDenied. BUILDING PLANNING &ZONING TREE ADMIN. Reviewed by: Date.- Second Review: DApproved as revised. DDe PUBLIC WORKS Comments: nied. PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: ------------------------------------------- ED] FIRE SERVICES Third Review: Date- Approved as revised. []Denied. Comments: Reviewed by:-------------- Date: :sed 07127/-J0 -`` 1►`J 7, flf3' ,�� `S CITY OF ATLANTIC BEACH PUBLIC UTILITIES J 1200 Sandpiper Lane ATLANTIC BEACH,FL 32233 (904) 270-2535 or(904)247-5874 NEW WATER/SEWER TAP REQUEST Date: 3- 2 3 -IS Project Address: 320 iffE 114 4yE No. of Units: Commercial Residential V1 Multi-Family New Water Tap(s) &Meter(s) Meter Size(s) `3/' „ New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaimed Water Meter Size New Connection to City Sewer Name: Applicant Address: City: State: Zip Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# l S- SF/Z- &1?/ Water System Development Charge $ Sewer System Development Charge $ �C S(-1,`) �J Water Meter Only $ Reclaimed Meter Only $ Water Meter Tap $ (notes) Sewer Tap $ Cross Connection $ Other $ TOTAL $ APPROVED: Kayle Moore, PE (Deputy PW Director or Authorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED City 01F Atlantic, Beacl, Building Depart#-nent APPLICATION NUMBER 800 Seminole Road (To be assigned by the Building Department) Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-51945 s E-mail: building-dept@coab.us City web-site: littp://www.coab.Lis Date routed: APPUCATON REVIEW AN® `RACKING FORM Property Address. ............... De artMent review required Yes No Applicant: Planning &Zon' NtTree Ad--ill istrator tilit* Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Florida Dept.. of Environmental Protection of Permit Verified By Date 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 STATI S FRevievving Department First Review: Approved.(Circle one.) Comments: OlDenied. BUILDING Pc-- PLANNING &ZONING Reviewed by: TREE ADMIN. Second Review: DApproved as revised. eni dDate PUBLIC WORKS Comments: . PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: DApproved as revised. ElDenied. Comments: Reviewed by: Date: 07/27110 ��- — as . 25/• 3 �gd' V3 - 1 P6.4 c14 /. 3 N//•S _ -sc., i n . /V • Liv..,c (.r5- x zC- �. � �� � 3 7k . x. ZG '9) �• 6S x �,S z Y- Z4- s ) bo, Y 7 0/ _ - .mss Z ,?. g a LAA .514-1 4 � ��- 50 2127 SY �o a� ��.--� Z 3 Z • SJ� 5'Z i 335— 3 197 �r -3214 City of., Building Department C Atlantic Beach APPLICATION NUMBER 800 Seminole Road MAR 2 (To be assigned by the Building Department.) 3 2015 Atlantic Beach, Florida 32233-5445 Alm Phone(904)247-5826 - Fax(904)2 A!! E-mail: building-dept@coab-us City web-site: http://www.coab.us Date routed: APPLICATION REVIEW AND TRACKING FORM Property Address: 22- 61Department required Yes No Building Applicant: Planning &Zoning Project: Tree Administrator - Ir M 4o6 ublic Works U IC Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Florida Dept. of Environmental Protection f Permit Verified By Date Florida Dept. of Transportation St,Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic P—p—, and Tobacco Other. - APPLICATION STATUS Reviewing Department First Review: Approved. (Circle one.) Comments: E]Denied. BUILDING z � F_ A—_7_1 VVC t+ff b PLANNING &ZONING Reviewed b y: t r�. iTREE ADMIN. Date: ; Second Review: OApproved as revised.qDenied.PUBLIC WORKS Comments: x— PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: EIAPproved as revised. E]Denied. Comments: Reviewed by: Date: avised 07/27/10 CITY OF ATLANTIC BEACH i._ CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS 800 Seminole Road 904-247-5800 Atlantic Beach,Florida 32233-5445 Fax 904-247-5845 PLEASE SUBMIT(3)) COMPLETE SETS OF PLANS WITH APPLICATION. Date %' ,.���! PERMIT# Job Address 3l) L.ISSUED BY THE CITY Permitee: Albco i.,e�- �II '�ti mC� �. Telephone # ,�ly o3�� Permittee Address: �J :��,,rpPok if ��, ,��rC Requesting Permission to Construct: !V :i Location: (Reference to Cross-Street) 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Yes ( ) No ( ) Date: Bell South Telephone Company Yes ( ) No ( ) Date: Ferrell Gas Yes ( ) No ( ) Date: Comcast Yes ( ) No ( ) Date: 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of (Contractor's Project Superintendent)located at Telephone#: 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious area on owner's lot or in the city d Way are to be included with this application 7. This permittee shall commence actual construction in good faith with days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately u on ple i n\ OWNER i WILLIAM L.POPE Signed: Date: ID/1 Notary Public,State of Florida Before me this r day of ;y� in the Aty of Duval, PJly Comm,Expires Oct 19,2915 State Of Florida, personally appeared T3Commission No.EE 12874E Notary Public at Large,State of Florida,County of Duval. _ My commission expires: i v-/9-/I- P tsonally Know „f''c.it�- ;-"r k i.-= 'i Produced Identification: ��" CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS 800 Seminole Road 904-247-5800 Atlantic Beach, Florida 32233-5445 Fax 904-247-5845 PLEASE SUBMIT(3)) COMPLETE SETS OF PLANS WITH APPLICATION. Date / �L!'` PERMIT# Job Address 1 ISSUED BY THE CC �c/IT` L/ Yu n� Permitee: 0 io,i jI � W.) IT Telephone # !� I '�' 7�" Permittee Address: 1 .� c4y L 4_ 6�tv , R, Requesting Permission to Construct: (✓ �� � �c�r�.�(y l�h�t C1 Location: (Reference to Cross-Street) 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Yes ( ) No ( ) Date: Bell South Telephone Company Yes ( ) No ( ) Date: Ferrell Gas Yes ( ) No ( ) Date: Comcast Yes ( ) No ( ) Date: 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of (Contractor's Project Superintendent)located at Telephone#: 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit. Calculations showing any Increase in impervious area on owner's lot or in the city fhf �,f Way be included with this application. 7. This permittee shall commence actual construction in good faith with days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon c pKin. OWNER WILLIAM L.POPE Notary Public,State of Florida Signed: Date: otaheAty My Comm,Expires Oct.19,2(N5 Betore me this day of �,cfb6�r2 n of Duval, State Of Florida, personally appeared < :Y The peer Commission No.EE 128745 Notary Public at Large,State of Florida,County of Duval. My commission expires: Personalty Know t-„ ol-,F'y--y , - ; Produced Identification: n g PAVED PUBLIC ROAD S >o 0z A a u N 60' RICHT OF WAY >a A OCEAN BOULEVARD � mpZ, oA Z � j sge�gp Nmm� m �o 00 O n8 yay8N c 7` Ou Z my t5 g j o r0 0 P 0 0 C D� O W D O m"O r c .._.-___ _- s• 1 {O y u O f11 iD i 7 * �Q i q Z D z N fi p N Z N •Y... 00 gyp( 5 i G, A D m y TW 'gym R A "• Q o re'li,m 0 '> A 6 m GIu n m 10.7' W g o �m � ) m D. 4.6' s-E9 A v - 0 at! Z p O Pm O O O m n CL-. O<O o m Q _ k 25.3' m Ov Z O D EY3 6 40 gq m~ O m m z r o w tO r a> eH A n (50.02'FIELD) A= PAVED PUBLIC ROAD N 60' RIGHT OF WAY BEACH AVENUE � (nr Q f� 3m�1 �A=ns nl D L v D m � nomo ' . n Wi ("� V O aaao3<�vpl�Zym� n • Fl � II I Z. pn� o a City of Atlantic Seacl, ;4Building Department APPLICATION NUMBER 1` 800 Seminole Road (To be assigned by the Building Department.) =• •� Atlantic Beach, Florida 32233-5445 Phone(904)247-5828 Fax(904)247-5£?45 (Qa E-mail: building-dept@coab.us City web-site: http//www.coab.us Date routed: APPUCATON REVIEW AND `RACKING FORM Property Address: ��� �� da De artrnent review required Yes No Applicant: �' Planning &Zon' Tree A inistrator V v tilifi' Public Safety Fire Services Review fee $ Dept Signature Other agency Review or permit Required Review or Receipt Florida Dept. of Environmental Protection of Permit Verified By Date 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: (Circle one. Approved. Denied. Comments: BUILDING ��� ���G� PLANNING &ZONING Reviewed by: �,,,,,, q TREE ADMIN. / _ Date:-,/,7/ Af Second Review:)(Approved as revised. PUBLIC WORKS Second / ❑Denied. PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: (� Date: �/ / is FIRE SERVICES Third Review: Approved as revised. ❑Denied. Comments: Reviewed by: -- Date: :sed 07127/10 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 Job Address: 32 QBeach Ave- Atlantic Beach FL 32233 Permit Number: Legal Description Parcel # Floor Area o q. t. q. t Valuation of Work $ 0 d , Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): Ne Addition Alteration Repair Mo Demolition pool/spa window/door Use of existing/proposed structure(s) (circle one): Commercial idential If an existing structure,is a fire sprinkler system installed? (Circle one): es o Florida Product Approval# For multiple products use product approval form Describe in detail the type of work to be performed: Building New Single Family House Property Owner Information: Name: Lindley Tolbert Design,Inc Address: 465 Beach Ave City Atlantic Beach State: FL Zip: 32233 Phone 904-241-8787 E-Mail or Fax#(Optional) Contractor Information: Company Name: Bosco Building Contractors, Inc Qualifying Agent: Todd Bosco F '�ress:2158 Mayport Rd City Atlantic Beach State FL Zip 32233 .;e Phone 904-241-0320 Job Site/Contact Number 904-241-0320 Fax# 904-241-0326 State Certification/Registration# CBC 1250212 Architect Name&Phone# Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address 9pplication 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 sso ce of a permit and that al[work will be performed to meet the standards5a' ,aws l regulating construction in this jurisdiction. This permit becomes null end void if work is not commenced within six(t5)months,or if construction orrk is suspended or abandoned for a period of six(t5)months at any time after Nork is commenced. 1 understand that separate permits must be secured folectrical 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. hereby certify that 1 have read nd exa d th' a Plicat' n and know the s to be true and correct. All provisions of laws and ordinances governing this vpe o work will be complied ith w the spp i to her n r not. granting of a permit does not presume to give authority to violate or cancel the )rovisions of any other federal, tate,f loc la re ati c tction or the performance of construction. >ignature of Owner Signature of Contract ' Print Name C� kC� rant Name .................................p .................L."�K im to and subscribed before me Sworn to and subscribed before me his_o. Day of /t1 A2ck- , 2015 this IV Day of 114gtij zJ1S W&LIAM L,99PE Notary Public,State of Florida l� ttfiAlKfiC-POPE— nmm Expires Oct 19,2M5 dotary Public Nota Public Commission No.EE 138745 Notary Public,State of Florida My Comm.Expires Oct.19,2015 Revised 01.26.10 NOTICE OF COMMENCEMENT (PREPARE IN DUPLICATE) Permit No. State of FLORIDA Tax Folio No County of DUVAL 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 NOTICE OF COMMENCEMENT. Legal description of property being improved: 5-69 1 6-2S-29E (03 101 Atlantic Beach) Address of property being improved: 32 Neach Ave-Atlantic Beach FL 32233 General description of improvements: New Single Family Home Owner Lindley Tolbert Design, Inc Address 465 Beach Ave Atlantic Beach,FL 32233 Owner's interest in site of the improvement GCnefal Fee Simple Titleholder(if other than owner) Name Address Contractor Bosco OUilliclinill Contractors,Inc Address 2158 Mayport Rd Attantic Beach,FL 32233 Phone No. 904-241-0320 Fax No. 104-241-0326 Surety(if any) Address Amount of bond 1 Phone 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 Phone No. le 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 Statutes.(Fill in at Owner's option). Name Address- Phone No. Fax No. Expiration date of Notice of Commencement(the expiration d to is o ( ye from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY Lo 1111 Signed` _ DATE IIItr I Before m l — - I _ e this o{ � �.r �. L Dec*2015062488,OR BK 17102 Page 151. In me ounty of Duval.Ste a of or y,has personally appeared Number Pages l ��'ur�� 'y M herein by imself+herself and affirms that all statements and declarations herein Recorded 03;19.2015 at 01:12 PM DUVAL a true and accurate WILLIAM L.POPE Ronnie Fussell CLERK CIRCUIT COURT COUNTY Notary Public,State of Flodda RECORDING$10 00 My Comm.Expires Oct.19,21115 Commission No.EE 128745 Jotary Public at Large.State of c County of Ay commission expires ersonally.Kno-rS_r��. -- ZONING REVIEW COMMENTS City of Atlantic Beach Building and Zoning Department 800 Seminole Road Atlantic Beach, Florida 32233-5445 J,3 c 'r� Phone: (904) 270-1605 Fax: (904) 247-5845 Email: dreeves@coab.us Permit: 15-SFR-681 Applicant: Bosco Building Contractors Review: 1 st Address: 2158 Mayport Rd, Atlantic Beach, FL 32233 Site Address: 320 Beach Ave Phone: (904) 241-0320 RE#: 170179-0000 Email: N/A Correction Comments 1. Survey: Please provide a survey. 2. Height: Please show the overall height measured from grade. 3. Fence Height: Fences exceeding 4 feet in height, but 5 feet or less within 10 feet of side property lines on corner lots must have the design approved by staff. The fence design must include vertical rails no more than 2 inches wide and separated by at least 4 inches. Please provide pictures and product information of the fencing to be used. Derek W. Reeves Zoning Technician dreeves@coab.us Reeves, Derek From: Todd Bosco [Todd@boscocbc.com] Sent: Tuesday, March 31, 2015 6:31 PM To: Reeves, Derek Cc: Lindley Tolbert Subject: 320 Beach Ave Follow Up Flag: Follow up Flag Status: Flagged Good afternoon Derek The overall height of the dwelling from First Floor Finish to the roof top is 23'6". The foundation will be between 12' off grade and 24" maximum Total elevation will be less than 26' Thank you Todd A. Bosco Bosco Building Contractor, Inc 2158 Mayport Road Atlantic Beach, FL 32233 Phone: 904-241-0320 Fax: 904-241-0326 1 OCEAN BOULEVARD 50.00' B > o 0 L Z m Fo O D O m m 1 o n D P n �� Dm D c m O n(� I> z 2 2Z ImTI P D_O O D< O m 47 O 1 1 n m .� FENCE y z o o c wAu j - _ --_ _._.-_ - D m z z r m q m N vo v mT o y m >> v O m m m N z °g D v �m �I ca o T T T T T ti 4 O O'oODV 1 , O 9O _ > a a m r z > \ j r r OtoA �. p 3 O D A 4 m D C Z o < � Gc D � N cpi I D w { m m D "� A = G) w N — mo as m A A y5'-0': 94r 64 r L � s - m r ;om r m Z w N. .'G <m v� o g Co D D # O ou0 r� o o <Q � N � Irl U m a 20'FRONT YARD SETBACK � I 24'-11' S';0 � O 50..p 00' _ BEACH AVENUE y p 17— I- Tgno mono ommmi Tv� 1Y N 3 iiaFl mr �J t1 S11 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 DRIVEWAY PERMIT MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 15-DWAY-682 Job Type: DRIVEWAY Description: paver driveway Estimated Value: Issue Date: 4/6/2015 Expiration Date: 10/3/2015 PROPERTY ADDRESS: Address: 320 BEACH AVE RE Number: None GENERAL CONTRACTOR INFORMATION: Name: BOSCO BUILDING CONTRACTORS Address: 2158 MAYPORT RD QA TODD ALBERT BOSCO Phone: - - PERMIT INFORMATION: PUBLIC WORKS: 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 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. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Republic Services, Shappel's and Waste Pro.) Full right-of-way restoration, including sod, is required. Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be shown on the plans. PERMIT 11, AITIZOVED ONLY IN ACCORDANCE WI"1'11 ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD .Jr � ATLANTIC BEACH, FL 32233 � INSPECTION PHONE LINE 247-5814 J,r31� FEES: Fence/ROW $35.00 Total Payments: $35.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY 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 X13 PLUMBING PERMIT MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 15-PLBG-1116 Job Type: PLUMBING ONLY Description: 24 FIXTURES Estimated Value: Issue Date: 5/12/2015 Expiration Date: 11/8/2015 PROPERTY ADDRESS: Address: 320 BEACH AVE RE Number: None GENERAL CONTRACTOR INFORMATION: Name: COGBURN AND WAKEFIELD PLBG Address: 5900 TOWNSEND BLVD APT 522 QA JOHN COGBURN Phone: - - FEES: State PLMG DBPR Surcharge $2.00 State PLMG DCA Surcharge $2.00 Plumbing Fixtures $168.00 Trade Permit Base Fee $55.00 Total Payments: $227.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. PLUMBING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 t�Ph(904) 247-/5826 Fax (904) 247-5845 1� JOB ADDRESS: zAc-in A,_ . PERMIT# 15— Sf-A -(e I NEW OR REPLACEMENT INSTALLATION: Project Value$ TYPE of FIXTURE QTY TYPE of FIXTURE QTY Bathtub aZ Septic Tank&Pit Clothes Washer Shower Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs oZ. Urinal Kitchen Sink l Vacuum Breakers d Laundry Tray �_ Water Connected Appliances oZ Lavatory _ _ Water Heater l Other Fixtures Water Treating System RE-PIPE: TYPE of FIXTURE QTY TYPE of FIXTURE QTY Bathtub Septic Tank&Pit Clothes Washer Shower Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory Water Heater Other Fixtures Water Treating System MISCELLANEOUS: ❑ Sewer Replacement ❑ Back Flow Preventer ❑ Grease Interceptor(Trap) gallons(Requires 3 sets of plans) ❑ Lawn Sprinkler System-Number of Heads ❑ Well ** **SJRWD Well Completion Form. Completed form to be submitted to the Building Department for final inspection.** ❑ Other Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the ovisions of any other state or local law regulation construction or the performance of construction. Property Owners Name t Dl b> d wo k I'(J � (�► p` S Phone Number Plumbing Company 10 OAj 0ALx&;eJJ i Office Phone Co. Address: � 6`I I A� -S' City �'i4 State FL-Zip 3"2210 License Holder(Print): °�`^ 1009-j State Certification/Registration# C475- t y Z YI`/° Notarized Signature of License Holder Before met ' f 20 _ Signature o otary Pu