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1699 MARITIME OAK DR NEW HOME DOCS 2015 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 SINGLE FAMILY DWELLING NEW MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 15-SFR-1263 Job Type: SINGLE FAMILY RESIDENCE Description: new home Estimated Value: $500,000.00 Issue Date: 6/19/2015 Expiration Date: 12/16/2015 PROPERTY ADDRESS: Address: 1699 MARITIME OAK DR RE Number: None GENERAL CONTRACTOR INFORMATION: Name: VIVERE HOMES Address: 8280 Princeton Square BLVD# 1 Phone: - - PERMIT INFORMATION: FEES: PLAN CHECK FEES $840.00 BUILDING PERMIT FEE $1,680.00 STATE DCA SURCHARGE $25.20 ENG REV RESIDENTIAL BLD $100.00 SEWER SDC-SYSTEM DEV CHG $4,050.00 STATE DBPR SURCHARGE $25.20 UTIL REV RESIDENTIAL BLDG $50.00 p ER 0RM,%E0My4j0jQDANCE$6"®LL 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 WATER SDC-SYSTEM DEV CHG $1,140.00 WATER CONNECT/TAP & METER $370.00 Total Payments: $8,330.40 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. City of Atlantic Beach FFDate LICATION NUMBER Building Department ned by the Building Department.) -- 800 Seminole Road p �} Atlantic Beach, Florida 32233-5445 —� /2 ' �2 f(JPhone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us : City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: D /� D p. ent review required q fired Ye No Buildi Applicant: n-) <1 anning &Zonin Af cc is rator Project: C h ubIic Works is ti i ie Public Safety ' 3 ©� — S�! Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS [RteviewingDepartment First Review: Approved. ❑Denied. one.) Comments: BUIL N PLANNING&ZONING .7 �� Reviewed by: Date: TREE ADMIN. 4 - Second Review: []Approved as revised. ❑Den' d. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 CITY OF ATLANTIC BEACH FILE COPY Building Department 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 rvJ;31�'� PLAN REVIEW COMMENTS Permit Application I Property Address: f�?aI^ii7�► �cz ,Q� v e �Lf� Applicant: V)Vg)Y c, o n P S Project: l/lJ S IF' /4—,� This p rmit application has been: Approved Reviewed and the following items need attention: S fiLc vra / �Gf hS are /? co i P S r'v Gr A ��va'u c 9 r�1.fa - ✓r+ S �'t Pe�2�, ' S v�o m 1 Pp� C, o 4c, be -eCJ Pa UK Please re-submit your application when these items have been completed. Reviewed By: Date: BUILDING PERMIT APPLICATION PY CITY OF ATLANTIC BEACH MAY 2 8 - FILE CO800 Seminole Road, Atlantic Beach, FL 32233 Office (904)247-5826 Fax(904) 247-5845 By, Job Address: MC1 r ill!qe_ o gh nr iye Permit Number: N-t can } &I a �f'j Legal Description��-1'.3 a n "aS r A C L©j' l a Parcel G 13 ® 13 P'loor Area of Sq.Ft. q.Ft Valuation of Work$=5CX�(300 Proposed Work heated/cooled 3'00 5 non-heated/cooled 5� Class of Work(circle one): -New Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structures) (circle one): Commercial Es tia If an existing structure,is a fire sprinkler system installed? (Circle one): Yes No N/A Florida Product Approval# For multiple products use product approval orm Describe in detail the type of work to be performed: (lt u a y c i m SF Property Owner Informattion: Name: •2i e tj Q Address: 1 '11 a i Conn r I'd F(lS C e r• City aQ n a (e �5tat�L Zip 4 Phone 51c► - I - 3 Oa E-Mail or Fax#(Optional) I•l1✓Z., (� ✓,Ver{ o•--tS . t Contractor Information: CONTRACTOR EMAIL ADDRESS: Company Name: i ko- q0r-o_5q NvetoP limey& Thc, Qualifying Agent: 13/•ey+ VV h t Address:SolB r`i l d u E City�o c K'O)Vt'(le StatePL Zip 5 Office Phon Job Site/Contact Number q 04-304 -'9546 Fax# q O4- L1 1.1_13 Gy State Certification/Registration# C 5 ' Q 3 _ Architect Name&Phone#s NOro , rA. , 2rS' 1 Cr�K a - nr_ • ao p` � Engineer's Name&Phone# AP UC 2i:cA n o(0,21 ii S'�a 1 -50) 0 Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address CS P t7r' AIA IV0 n r 0nr 3Od A Application is hereby made to obtain a permit to do the work and installations as indicated f cert{fv that no work or installation has commenced prior to the issuance of a permit and that all work will be per to meet the standards of all laws regulating-construction its this jurisdiction, This permit becomes null ' and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a enod of sir(6)months at any time after work is commenced. l understand that separate permits must be secured for Electrical Work,Plumbing,Signs, Wells, Pools,1 urnaces,Boilers,Healers, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LEND OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ]here certify that ave read and •anrined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type o' work will a complied with eci red herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of a other federal,st or local aw re dating construction or the performance of construction. Signatur of O er Signature of Contractor Print Name .t�. ..k......... . . .� G................................................ Print Name � .�(' :! ..�,/� ... ............ Before me Before me this D�L Day of ��c`, I .20 1:5 this @,&- Day of A DT r r 20157 Notary Pub] Notary Public DE80 M 1 Cpu ?� .•�: Notar, P ulie-State of Florida ': Notary P� j Vr�$jtI VVN�6.1I .•E My Comm Expires Jan 30,2019 •r [e �lorido • :My Comm.Explres,Jan 3Q,2019 '+� P.:� +,F opt• Commission FF 165278 Cortfmirition I OF 16527E ;,`,� Bonded through National Notary Assn. ' •°t:a` `� ftldxdthrough Naltonal NotaryAssn. 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: /976-15-1.5- Development -15is'Development Size Habitable Space 3 7,)0 s�' Non-Habitable -3'-7S- S,F_ Impervious area Miscellaneous Information Occupancy Group Type of Construction V7 13 Number of Stories .2 Zoning District R m O - 13 Max. Occupancy Load Fire Sprinklers Required Flood Zone IV J4 Conditions/Comments: rr,JJjlti TREE & VEGETATION AFFIDAVIT it; City of Atlantic Beach 42..ns s� Department of Community Development Planning&Zoning Division 800 Seminole Road Atlantic Beach,FL 32233 (P)904 247-5800 (F)904 247-5845 PERMIT# SECTION I-APPLICANT INFORMATION r Owner(s) r Legal Authorized Agent` NAME OF APPLICANT NAME OF COMPANY /� `. ' ADDRESS OF COMPANY O Pr i^w,_-t co Jq Uo► l J t Va V�/ SIC I 730x 3) PHON(q CELt004)Q(Cl_S35k EMAIL bWU �Cr'S"5 CONTRACTOR CERTIFICATION NUMBER a ' J O L( ATLBCH BUSINESS TAX RECEIPT NUMBER SECTION II-SITE INFORMATION ^ L STREET ADDRESS OF PROPERTY ' 1�9q m Car(+0a e. l )(kyN a vt_ A tG✓1k\Gs nLr1 aa3,3 If on address has not been assigned to this property,contact the AB Building Department at(904)24 -5816 to request an address. LEGAL DESCRIPTION LOT a BLOCK SUBDIVISION c REAL ESTATE NUMBER t�q�3OJ--'15 JLOT OR PARCEL SIZE: i 3 &. SQ FT AC RESIDENTIAL COMMERCIAL OTHER(SPECIFY) 1 affirm t t I have review d the provisions of Chapter 23, 'Protection of Trees and Native Vegetation'of the Municipal Code of Ordina es for the City o Atlantic Beach, FL and/or I have participated in a pre-application meeting with the Administrator of those regu tions. Subseque ly,I affirm that no regulated trees and no regulated vggetati n will be damaged, destroyed and/or removed fr the above-des or adjacent properties in conjunction with this prof rt. �� II S A URE OF OWNER SIGNATU OF OWNER Signed and sworn before me on this Sday of 1`i a�!s by State of F1 0 riA c County of QV 11 Identification verified: oriutr5 LceryDz, p 63— ••y;.�ath swoD48 NYetvOLLINSNo Notary Public-State of Florida_ • My Comm.Expires Jan 30,2019: + Commission#FF 165278 otary Signature 'a�{•or`�`••, Sondad IArm hation Nal Notary Mtn. y Commission expires: T (� FILE CL-' FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation-Residential Performance Method Project Name:d 4WLof 9,1, *%,(, AAA G� C• C� Builder Name: /1VivereHornes J Street: J�j9-1 MA✓f+771-1 d.►� Permit Office: f-l� lAi)-l(Z 1- 'ea C` � City,State Zip /4firAhhZ a�a d�- F4- 3 Permit Number: f! 5- Owner: JOA to r't, Jurisdiction: Design Location: FL,Jacksonville 1. New construction or existing New(From Plans) 9. Wall Types (6044.3 sgft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 3867.00 ft' b.Frame-Wood,Adjacent R=13.0 1375.80 ft2 3. Number of units,if multiple family 1 c.Frame-Wood,Exterior R=13.0 801.50 ft2 4. Number of Bedrooms 5 d.N/A R= ft2 10.Ceiling Types (2851.3 sgft.) Insulation Area 5. Is this a worst case? No a.Under Attic(Vented) R=30.0 2466.00 ft2 6. Conditioned floor area above grade(ft') 3720 b.Knee Wall(Vented) R=19.0 385.30 ft` Conditioned floor area below grade(ft2) 0 c. N/A R= ft2 11.Ducts R ft2 7. Windows(793.7 sgft.) Description Area a.Sup:Attic,Ret:Attic,AH:Garage 6 300 a. U-Factor: Dbl.U=0.50 793.67 ft2 b.Sup: Attic,Ret:Attic,AH:2nd Floor 6 125 SHGC: SHGC=0.35 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 58.5 SEER:14.00 c. U-Factor: N/A ft2 b.Central Unit 30.0 SEERA4.00 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 58.5 HSPF:8.00 SHGC: b.Electric Heat Pump 30.0 HSPF:8.00 Area Weighted Average Overhang Depth: 2.369 ft. Area Weighted Average SHGC: 0.350 14.Hot water systems 8. Floor Types (2466.0 sqft.) Insulation Area a.Propane Tankless Cap:1 gallons a.Slab-On-Grade Edge Insulation R=0.0 2466.00 ft2 b. Conservation features EF:0.590 b. N/A R= ft2 None c. N/A R= ft2 15.Credits Pstat Glass/Floor Area: 0.213 Total Proposed Modified Loads: 64.67 PASS Total Standard Reference Loads: 87.18 I hereby certify that the plans and specifications covered by Review of the plans and O�THE ST4g1 this calculation are in compliance with the Florida Energy specifications covered by this ., = _ ' . Code. 7W calculation indicates compliance � -_�'' .e with the Florida Energy Code. PREPARED B r Before construction is completedcc - DATE: this building will be inspected for a compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code -,� COD WE t4� OWNER/AGENT: BUILDING OFFICIAL: /ra ��a DATE: - DATE: --------____-- 61 `/3�--/ - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 4/29/2015 4:40 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 PROJECT Title: 3720 Bedrooms: 5 Address Type: Street Address Building Type: User Conditioned Area: 3720 Lot# Owner: Total Stories: 2 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: BuilderName: Vivere Homes Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: Duval Jurisdiction: Whole House Fan: No City,State,Zip: Family Type: Single-family FL, New/Existing: 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 Blockl 2466 24660 2 Blockl 1254 11286 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 2466 24660 Yes 3 2 1 Yes Yes Yes 2 2nd Floor 1254 11286 No 3 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1Slab-On-Grade Edge Insulation 1st Floor 282 ft 0 2466 ft' ____ 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch IV # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 2599 ft' 0 ftz Medium 0.9 N 0.9 No 0 18.4 / ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Fullattic Vented 300 2466 ft' N N 4/29/2015 4:40 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(Vented) 1st Floor 30 2466 ft2 0.1 Wood 2 Knee Wall(Vented) 2nd Floor 19 385.3 ft2 0.1 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Belo w _ 1 N Exterior Frame-Wood 2nd Floor 13 14 0 9 0 126.0 ftz 0 0.25 0.8 0 _ 2 N Exterior Frame-Wood 1 st Floor 19 113 6 10 0 1135.0 ft2 0 0.25 0.8 0 3 E Exterior Frame-Wood 2nd Floor 13 28 10 10 0 288.3 ft2 0 0.25 0.8 0 _ 4 E Exterior Frame-Wood 1 st Floor 19 78 8 10 0 787.0 ft2 0 0.25 0.8 0 5 S Exterior Frame-Wood 2nd Floor 13 23 5 10 0 234.2 ft2 0 0.25 0.8 0 6 S Exterior Frame-Wood 1 st Floor 19 104 0 10 0 1040.0 ft2 0 0.25 0.8 0 7 W Exterior Frame-Wood 2nd Floor 13 17 0 9 0 153.0 ft2 0 0.25 0.8 0 8 W Exterior Frame-Wood 1 st Floor 19 90 6 10 0 905.0 ft2 0 0.25 0.8 0 _ 9 - Garage Frame-Wood 1 st Floor 13 137 7 10 0 1375.8 ft2 0 0.25 0.8 0 DOORS V # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 Insulated 1 st Floor None .39 2 10 8 22.7 ft2 WINDOWS Orientation shown is the entered,Proposed orientation. / Wall Overhang �/ # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation IntShade Screening 1 n 2 Vinyl Low-E Double Yes 0.5 0.35 48.0 ft2 1 ft 6 in 2 ft 0 in Drapes/blinds None 2 n 2 Vinyl Low-E Double Yes 0.5 0.35 6.0 ft2 1 ft 6 in 2 ft 0 in Drapes/blinds None 3 n 2 Vinyl Low-E Double Yes 0.5 0.35 40.0 ft2 1 ft 6 in 2 ft 0 in Drapes/blinds None 4 n 2 Vinyl Low-E Double Yes 0.5 0.35 48.0 ft2 11 ft 0 in 2 ft 0 in Drapes/blinds None 5 e 3 Vinyl Low-E Double Yes 0.5 0.35 30.0 ft2 1 ft 6 in 2 ft 0 in Drapes/blinds None 6 e 3 Vinyl Low-E Double Yes 0.5 0.35 55.0 ft2 1 ft 6 in 2 ft 0 in Drapes/blinds None 7 e 4 Vinyl Low-E Double Yes 0.5 0.35 22.7 ft2 1 ft 6 in 2 ft 0 in Drapes/blinds None 8 e 4 Vinyl Low-E Double Yes 0.5 0.35 53.3 ft2 1 ft 6 in 2 ft 0 in Drapes/blinds None 9 e 4 Vinyl Low-E Double Yes 0.5 0.35 132.0 ft2 1 ft 6 in 2 ft 0 in Drapes/blinds None 10 e 4 Vinyl Low-E Double Yes 0.5 0.35 96.0 ft2 1 ft 6 in 2 ft 0 in Drapes/blinds None 11 s 5 Vinyl Low-E Double Yes 0.5 0.35 15.0 ft2 1 ft 6 in 2 ft 0 in Drapes/blinds None 12 s 6 Vinyl Low-E Double Yes 0.5 0.35 8.0 ft2 1 ft 6 in 2 ft 0 in Drapes/blinds None 13 s 6 Vinyl Low-E Double Yes 0.5 0.35 6.0 ft2 1 ft 6 in 2 ft 0 in Drapes/blinds None 14 s 6 Vinyl Low-E Double Yes 0.5 0.35 17.0 ft2 1 ft 6 in 2 ft 0 in Drapes/blinds None 15 s 6 Vinyl Low-E Double Yes 0.5 0.35 36.0 ft2 1 ft 6 in 2 ft 0 in Drapes/blinds None 16 w 7 Vinyl Low-E Double Yes 0.5 0.35 30.0 ft2 1 ft 6 in 2 ft 0 in Drapes/blinds None 17 w 8 Vinyl Low-E Double Yes 0.5 0.35 48.0 ft2 1 ft 6 in 2 ft 0 in Drapes/blinds None 18 w 8 Vinyl Low-E Double Yes 0.5 0.35 8.0 ft2 1 ft 6 in 2 it 0 in Drapes/blinds None 19 w 8 Vinyl Low-E Double Yes 0.5 0.35 26.7 ft2 1 ft 6 in 2 ft 0 in Drapes/blinds None 20 w 8 Vinyl Low-E Double Yes 0.5 0.35 32.0 ft2 1 ft 6 in 2 ft 0 in Drapes/blinds None 4/29/2015 4:40 PM EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 21 W 8 Vinyl Low-E Double Yes 0.5 0.35 36.0 ft2 8 ft 0 in 2 ft 0 in Drapes/blinds None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 698 ftz 698 ftz 64 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0005 4878.8 267.84 503.71 .474 8.1436 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:8 58.5kBtu/hr 1 sys#1 2 Electric Heat Pump None HSPF:8 30kBtu/hr 2 sys#2 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 58.5 kBtu/hr 1755 cfm 0.700000 1 sys#1 2 Central Unit None SEER: 14 30 kBtu/hr 900 cfm 0.75 2 sys#2 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Propane Tankless Exterior 0.59 1 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ftZ 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 Attic 6 300 ft' Attic 60 ft' DefaultLeakage Garage (Default)c(Default)c 1 1 2 Attic 6 125 ft' Attic 35 ft' DefaultLeakage 2nd Floor (Default)c(Default)c 2 2 4/29/2015 4:40 PM EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 TEMPERATURES ProgramableThermostat: Y Ceiling Fans: Cooling Jan Feb Mar Apr May Mun un r1ju, Jul Mug Aug rl Se Oct Nov Dec Heatingg Jan HFeb Mar f Apr f May un Jul ug Sep Oct Nov Dec Ventin Jan Feb X Mar [X]A r [ Ma Se [X)Oct Nov Dec ThermostatSchedule: 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 4/29/2015 4:40 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: PERMIT#: , FL, MANDATORY REQUIREMENTS SUMMARY -See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors &outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating 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. 4/29/2015 4:40 PM EnergyGaugea USA-FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 FILE COPY TABLE 402.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: ��1i►+ YilderName: were Homes/� Street: 1699 M,%.- -i -a 0-.,L pr-Ot Permit Office: /iflal7l/G 13eael City,State,Zip: FL, A+1&' b t 6CAGI-1 P FL 31.3-3 3 Permit Number: /57—,S`W-/J 6 3 Owner: ALL01"kO Jurisdiction: Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier Exterior thermal envelope insulation for framed walls is installed in substantial contact and continuous alignment with building envelope air barrier. Breaks or joints in the air barrier are filled or repaired. Air-permeable insulation is not used as a sealing material. Air-permeable insulation is inside of an air barrier. Ceiling/attic Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. Attic access (except unvented attic), knee wall door, or drop down stair is sealed. Walls Corners and headers are insulated. Junction of foundation and sill plate is sealed. Windows and doors Space between window/door jambs and framing is sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including Insulation is installed to maintain permanent contact with underside above-garage and cantilevered of subfloor decking. floors) Crawl space walls Insulation is permanently attached to walls. Exposed earth in unvented crawl spaces is covered with Class I Shafts, penetrations Duct shafts, utility penetrations, knee walls and flue shafts opening to exterior or unconditioned space are sealed. Narrowcavities 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 Shower/tub on exterior wall Showers and tubs on exterior walls have insulation and an air barrier separating them from the exterior wall. Electrical/phone box on Air barrier extends behind boxes or air sealed-type boxes are installed. Common wall Air barrier is installed in common wall between dwelling units. HVAC register boots HVAC register boots that penetrate building envelope are sealed to subfloor or drywall. Fireplace Fireplace walls include an air barrier. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 74 The lower the EnergyPerformance Index, the more efficient the home. FL, 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 3867.00 ft2 b.Frame-Wood,Adjacent R=13.0 1375.80 ft2 3. Number of units,if multiple family 1 c.Frame-Wood,Exterior R=13.0 801.50 ft2 4. Number of Bedrooms 5 d. N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=30.0 2466.00 ft2 6. Conditioned floor area(ft2) 3720 b.Knee Wall(Vented) R=19.0 385.30 ft2 7. Windows- Description Area c. N/A R= ft2 a. U-Factor: Dbl,U=0.50 793.67 ft2 11.Ducts R ft2 a.Sup:Attic,Ret:Attic,AH:Garage 6 300 SHGC: SHGC=0.35 b.Sup: Attic,Ret:Attic,AH:2nd Floor 6 125 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 58.5 SEER:14.00 SHGC: b.Central Unit 30.0 SEER:14.00 d. U-Factor: N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a Electric Heat Pump 58.5 HSPF:8 00 Area Weighted Average Overhang Depth: 2.369 ft. b.Electric Heat Pump 30.0 HSPF:8.00 Area Weighted Average SHGC: 0.350 8. Floor Types Insulation Area 14.Hot water systems a.Slab-On-Grade Edge Insulation R=0.0 2466.00 ft2 a.Propane Cap 1 gallons EF:0.59 b.N/A R= ft2 c. N/A R= ft2 b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building THE ST Construction through the above energy saving features which will be installed (or exceeded) ATFo in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code complian 1 ,, '1�p csiR .._1 ,i- Builder Signature: Date: 0 -a- Address _Address of New Home: /6 /hay, �� Oa�c Pru. City/FL Zip:A+t, ,, FL 3a)Li 3 �0 Wr, "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 Project Summar wrightsoft � y Date: 4-29-2015 1st Floor By: Jenkins Heating & Air 11361-1 Trade Court.Jacksonville,FI 32256-2766 Phone:904-268-9904 Fax:904-268-9905 Email:patrickhardie0comcast.net Project Information For: Vivere Homes Notes: Deloreto Residence Design Information Weather: Jacksonville Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 38 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 51 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 31289 Btuh Structure 29770 Btuh Ducts 13258 Btuh Ducts 16796 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 44547 Btuh Use manufacturer's data n Rate/swing multiplier 0.98 Infiltration Equipment sensible load 45448 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2215 Btuh Ducts 3854 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ftp 2466 2466 Equipment latent load 6069 Btuh Volume (ft') 24320 24320 Air changes/hour 0.24 0.13 Equipment total load 51517 Btuh Equiv. AVF (cfm) 97 52 Req. total capacity at 0.70 SHR 5.4 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER Trade CARRIER Model CH14NA060****A Cond CH14NA060****A AHRI ref 6803454 Coil FX4DN(B,F)061 AHRI ref 6803454 Efficiency 8 HSPF Efficiency 11.5 EER, 14 SEER Heating Input Sensible cooling 40950 Btuh Heating output 55500 Btuh @ 47°F Latent cooling 17550 Btuh Temperature rise 26 °F Total cooling 58500 Btuh Actual air flow 1950 cfm Actual air flow 1950 cfm Air flow factor 0.044 cfm/Btuh Air flow factor 0.042 cfm/Btuh Static pressure 0.25 in H2O Static pressure 0.25 in H2O Space thermostat Load sensible heat ratio 0.88 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Apr-2916:28:40 WrigihltSOft Right-SuitO', Universal 2015 15.012 RSU09479 Page 1 ...kins Heating\Vivere\Deloreto Residence\3720.rup Calc=MJ8 Front Door faces: W Project SJob: wrightsoft y ummar Date: 4-29-2015 2nd Floor By: Jenkins Heating & Air 11361-1 Trade Court,Jacksonville,FI 32256-2766 Phone:904-268-9904 Fax:904-268-9905 Email oatrickhardie@comcast.net Project • • For: Vivere Homes Notes: Deloreto Residence Design Information Weather: Jacksonville Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 93 °F Inside db 70 OF Inside db 75 OF Design TD 38 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 51 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 17743 Btuh Structure 18643 Btuh Ducts 6111 Btuh Ducts 7876 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 23854 Btuh Use manufacturer's data n Rate/swing multiplier 0.98 Infiltration Equipment sensible load 25883 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2033 Btuh Ducts 1759 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ftp 1254 1254 Equipment latent load 3792 Btuh Volume (ft3) 12953 12953 Air changes/hour 0.36 0.19 Equipment total load 29675 Btuh Equiv. AVF (cfm) 77 41 Req. total capacity at 0.70 SHR 3.1 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER Trade CARRIER Model CH14NA030****A Cond CH14NA030****A AHRI ref 6804001 Coil FB4CNP030 AHRI ref 6804001 Efficiency 8 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 21000 Btuh Heating output 29600 Btuh @ 47°F Latent cooling 9000 Btuh Temperature rise 27 OF Total cooling 30000 Btuh Actual air flow 1000 cfm Actual air flow 1000 cfm Air flow factor 0.042 cfm/Btuh Air flow factor 0.038 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.87 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Apr-29 16:28:40 wrightsoft Right-Suited Universal 2015 15.0.12 RSU09479 Page 2 AC kins Heating\Vivere\Deloreto Residence\3720.rup Calc=MJB Front Door faces: W + wrightsoft Right-J® Worksheet Job: 1st Floor Date: 4-29-2015 By: Jenkins Heating & Air 11361-1 Trade Court,Jacksonville,FI 32256-2766 Phone:904-268-9904 Fax:904-268-9905 Email:patrickhardie@comcast.net 1 Room name 1st Floor Owners Suite 2 Exposed wall 201.0 ft 50.0 ft 3 Room height 10.0 ft 10.0 ft heat/cool 4 Room dimensions 17.0 x 20.0 ft 5 Room area 2432.0 ft' 340.0 ft' Ty Construction U-value I Or HTM Area (f t') Load Area (f t') Load number I(Btuh/f V'- Fy I (Bt uh/f t') or perimeter (ft) I (Btuh) I or perimeter (ft) (Btuh) 1 1 Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 n 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 n 2.58 1.43 520 418 1080 600 130 82 212 118 1OB-1b 0.750 n 28.50 14.07 48 0 1368 675 48 0 1368 675 1D-c2ob 0.650 n 24.70 20.87 6 0 148 125 0 0 0 0 11 1D-c2ob 0.650 n 0.00 0.00 0 0 0 0 0 0 0 0 1D-c2obd 0.650 n 24.70 20.87 48 0 1186 1002 0 0 0 0 ut 12C-Osw 0.091 e 0.00 0.00 0 0 0 0 0 0 0 0 L-�G� 1 D-c2ob 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 T� 1D-c2ob 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 e 2.58 1.43 590 339 877 487 170 104 269 149 1OB-b 0.750 a 28.50 34.87 23 0 646 790 0 0 0 0 1 D-c2ob 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 1D-c2ob 0.650 e 24.70 61.55 132 0 3260 8124 66 0 1630 4062 1D-c2obd 0.650 a 24.70 61.55 96 0 2371 5909 0 0 0 0 Vl! 12C-Osw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 G 1 D-c2ob 0.650 s 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 s 2.58 1.43 590 531 1372 762 200 164 424 235 1 D-c2ob 0.650 s 0.00 0.00 0 0 0 0 0 0 0 0 VN 1 D-c2ob 0.650 s 24.70 20.87 6 6 148 125 0 0 0 0 1D-c2ob 0.650 s 24.70 20.87 17 17 420 355 0 0 0 0 1D-c2ob 0.650 s 24.70 20.87 36 36 889 751 36 36 889 751 12C-Osw 0.091 w 0.00 0.00 0 0 0 0 0 0 0 0 l-{ 1 D-c2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 w 2.58 1.43 310 226 584 324 0 0 0 0 1OB-b 0.750 w 28.50 34.87 48 0 1368 1674 0 0 0 0 1 D-c2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 1D-c2ob 0.650 w 24.70 30.09 36 28 889 1083 0 0 0 0 Fj 12C-Osw 0.091 - 3.46 1.39 430 407 1409 567 0 0 0 0 L-p 11 DO 0.390 n 14.82 11.78 23 23 336 267 0 0 0 0 C 16B-30ad 0.032 1.22 1.72 471 471 573 809 221 221 269 380 C 16B-30ad 0.032 1.22 1.72 619 619 753 1064 0 0 0 0 F 19C-19csco 0.049 - 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 37.58 0.00 2432 201 7554 0 340 50 1879 0 61 c)AED excursion 1 1 808 -803 Envelope loss/gain 1 27231 26303 1 1 6940 5568 12 a) Infiltration 4058 1007 1010 250 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 2 460 Appliances/other 2000 0 Subtotal(lines 6 to 13) 31289 29770 7949 6278 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 31289 29770 7949 6278 15 Duct loads 42% 56% 13258 16796 42% 56% 3368 3542 1 Total room load1 1 1 445471 465661 1 i 11317' 98201 Air required(cfm) 1950 1950 495 411 Calculations aoaroved by A CA to meet all requirements of Manual J 8th Ed. 444- wrightsoft 2015-Apr-2916:28e I Right-SuiteN>Universal 2015 15.0.12 RSU09479 Page 'r ...kins Heating\Vivere\Deloreto Residence\3720.rup Calc=MJ8 Front Door faces: W +++ wrightsoft Right-J® Worksheet Job: 1St Floor Date: 4-29-2015 By: Jenkins Heating & Air 11361-1 Trade Court,Jacksonville,FI 32256-2766 Phone:904-268-9904 Fax:904-268-9905 Email:patrickhardie@comcast.net 1 Room name 0.Bath Toilet 2 Exposed wall 10.0 ft 6.0 ft 3 Room height 10.0 ft heat/cool 10.0 ft heat/cool 4 Room dimensions 1.0 x 248.0 ft 4.0 x 6.0 ft 5 Room area 248.0 ft2 24.0 ft' Ty IConstruction U-value Or I HTM I Area (ft2) Load I Area (ft2) I Load number (Btuh/ft2-°F (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 n 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 n 2.58 1.43 0 0 0 0 0 0 0 0 106-b 0.750 n 28.50 14.07 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 n 24.70 20.87 0 0 0 0 0 0 0 0 1 1 1 D-c2ob 0.650 n 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2obd 0.650 n 24.70 20.87 0 0 0 0 0 0 0 0 12C-Osw 0.091 e 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 1D-c2ob 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 a 2.58 1.43 0 0 0 0 0 0 0 0 106-b 0.750 a 28.50 34.87 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 a 24.70 61.55 0 0 0 0 0 0 0 0 1 D-c2obd 0.650 a 24.70 61.55 0 0 0 0 0 0 0 0 Vf/ 12C-Os w 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 L-; 1 D-c2ob 0.650 s 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 s 2.58 1.43 100 83 214 119 60 54 140 77 1 D-c2ob 0.650 s 0.00 0.00 0 0 0 0 0 0 0 0 VN 1 D-c2ob 0.650 s 24.70 20.87 0 0 0 0 6 6 148 125 1D-c2ob 0.650 s 24.70 20.87 17 17 420 355 0 0 0 0 1D-c2ob 0.650 s 24.70 20.87 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 0.00 0.00 0 0 0 0 0 0 0 0 I--G 1 D-c2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 12E-0sw 0.068 w 2.58 1.43 0 0 0 0 0 0 0 0 10B-b 0.750 w 28.50 34.87 0 0 0 0 0 0 0 0 1D-c2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 w 24.70 30.09 0 0 0 0 0 0 0 0 F) 12C-Osw 0.091 - 3.46 1.39 0 0 0 0 0 0 0 0 11 DO 0.390 n 14.82 11.78 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 1.22 1.72 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 1.22 1.72 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 - 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 37.58 0.00 248 10 376 0 24 6 225 0 61 c)AED excursion 1 -231 1 40 Envelope loss/gain 1010 451 1 1 513 163 12 a) Infiltration 202 50 121 30 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 1212 501 634 193 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1212 501 634 193 15 Duct loads 42% 56% 514 283 42% 56% 269 109 1 Total room load 1 1 1 1726 7631 I 1 9031 3021 Air required(cfm) 76 33 40 13 Calculations approved by ACCA to meet all reouirements of Manual J 8th Ed w righ tsoft 2015-Apr-29 16:28e � Right-Suite(g)Universal 2015 15.0.12 RSU09479 Page 2 "� ...kins Heating\Vivere\Deloreto Residence\3720.rup Calc=MJ8 Front Door faces: W + wrightsoft Right-J® Worksheet Job: 1st Floor Date: 4-29-2015 - Jenkins Heating & Air By: 11361-1 Trade Court,Jacksonville,FI 32256-2766 Phone:904-268-9904 Fax.904-268-9905 Email:palrickhardie@comcast.net 1 Room name WIC Study 2 Exposed wall 8.0 ft 26.0 ft 3 Room height 10.0 ft heat/cool 10.0 ft heat/coot 4 Room dimensions 17.0 x 8.0 ft 13.0 x 13.0 ft 5 Room area 136.0 ft' 169.0 ft2 Ty Construction U-value Or HTM Area (fe) Load Area (ft') Load number (Btuh/ftp-°F (Btuh/f t') I or perimeter (ft) I (Btuh) or perimeter (ft) I (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 n 0.00 0.00 0 0 0 0 0 0 0 0 112E-Osw 0.068 n 2.58 1.43 0 0 0 0 0 0 0 0 10B-b 0.750 n 28.50 14.07 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 n 24.70 20.87 0 0 0 0 0 0 0 0 1 1 1 D-c2ob 0.650 n 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2obd 0.650 n 24.70 20.87 0 0 0 0 0 0 0 0 V 12C-Osw 0.091 e 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 e 2.58 1.43 0 0 0 0 0 0 0 0 108-b 0.750 a 28.50 34.87 0 0 0 O 0 0 0 0 1 D-c2ob 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 a 24.70 61.55 0 0 0 0 0 0 0 0 1 D-c2obd 0.650 a 24.70 61.55 0 0 0 0 0 0 0 0 Vf/ 12C-Osw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 s 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 s 2.58 1.43 80 80 207 115 130 130 336 187 1 D-c2ob 0.650 s 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0 650 s 2470 2087 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 s 24.70 20.87 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 s 24.70 20.87 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 0.00 0.00 0 0 0 0 0 0 0 0 t--C 1 D-c2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 w 2.58 1.43 0 0 0 0 130 94 243 135 106-b 0.750 w 28.50 34.87 0 0 0 0 0 0 0 0 1D-c2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 1D-c2ob 0.650 w 24.70 30.09 0 0 0 0 36 28 889 1083 q 12C-Osw 0.091 - 3.46 1.39 0 0 0 0 0 0 0 0 11 DO 0.390 n 14.82 11.78 0 0 0 0 0 0 0 0 C 168-30ad 0.032 1.22 1.72 0 0 0 0 13 13 16 22 C 1613-30ad 0.032 1.22 1.72 0 0 0 0 0 0 0 0 F 19C-19csco 0.049 0.00 000 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 37.58 0.00 136 8 301 0 169 26 977 0 61 c)AED excursion 1 -261 1 1 1434 Envelope loss!gain 1 507 88 1 1 2461 1 2862 12 a) Infiltration 162 40 525 130 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 669 128 2986 2992 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 669 128 2986 2992 15 Duct loads 42% 56% 283 72 42% 561/.l 1265 1688 Total room loadI 9421 2081 I 42856 46886 Air required(cfm) ` Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wrightsoft2015-Apr-2916:28:40 Rig ht-Suite®Universal 2015 15.0.12 RSU09479 Page 3 ...kins Heating\Vivere\Deloreto Residence\3720.rup Calc=MJ8 Front Door faces: W + wrightsoft Right-J® Worksheet Job: 151 Floor Date: 4-29-2015 By: Jenkins Heating & Air 11361-1 Trade Court,Jacksonville,FI 32256-2766 Phone:904-268-9904 Fax:904-268-9905 Email:palrickhardie@comcast.net 1 Room name S WIC Foyer 2 Exposed wall 11.0 ft 9.0 It 3 Room height 10.0 ft heat/cool 10.0 It heat/cool 4 Room dimensions 4.0 x 9.0 ft 1.0 x 114.0 ft 5 Room area 36.0 ft' 114.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (f t') Load number (Btuh/fl2- Fj (Btuh/f t') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) _� 1 1 Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 n 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 n 2.58 1.43 50 50 129 72 0 0 0 0 106-b 0.750 n 28.50 14.07 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 n 24.70 20.87 0 0 0 0 0 0 0 0 1 1 1 D-c2ob 0.650 n 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2obd 0.650 n 24.70 20.87 0 0 0 0 0 0 0 0 V 12C-Os w 0.091 a 0.00 0.00 0 0 0 0 0 0 0 0 1D-c2ob 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 1D-c2ob 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 a 2.58 1.43 0 0 0 0 0 0 0 0 108-b 0.750 a 28.50 34.87 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 e 24.70 61.55 0 0 0 0 0 0 0 0 1D-c2obd 0.650 a 24.70 61.55 0 0 0 0 0 0 0 0 V�/ 12C-Osw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 G 1D-c2ob 0.650 s 0.00 0.00 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 s 2.58 1.43 20 20 52 29 0 0 0 0 �-G 1 D-c2ob 0.650 s 0.00 0.00 0 0 0 0 0 0 0 0 1D-c2ob 0.650 s 24.70 20-87 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 s 24.70 20.87 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 s 24.70 20.87 0 0 0 0 0 0 0 0 Vt/ 12C-Osw 0.091 w 0.00 0.00 0 0 0 0 0 0 0 0 L_( 1 D-c2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 w 2.58 1.43 40 40 103 57 90 42 109 60 1OB-1b 0 750 w 28.50 3487 0 0 0 0 48 0 1368 1674 1 D-c2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 w 24.70 30.09 0 0 0 0 0 0 0 0 Fj 12C-Osw 0.091 - 3.46 1.39 0 0 0 0 40 40 138 56 L-p 11 DO 0.390 n 14.82 11.78 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 1.22 1.72 12 12 15 21 0 0 0 0 C 16B-30ad 0.032 1.22 1.72 0 0 0 0 90 90 109 155 F 19C-19cscl) 0.049 - 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 37.58 0.00 36 11 413 0 114 9 338 0 6 c)AED excursion 401 11 399 Envelope loss+gain 712 138 1 1 2063 2343 12 a) Infiltration 222 55 182 45 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 934 194 2244 2388 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 934 194 2244 2388 15 Duct loads 42% 56% 13396 109 42°% 56% 951 1347 1 1 1 13301 3031 1 31951 37361 Air required Total room load (cfm) 58 13 140 156 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Apr-29 16:28:40 _ 4441- wrightsoft Right-Suite®Universal 2015 15.0.12 RSU09479 Page ...kins Heating\Vivere\Deloreto Residence\3720.rup Calc=MJ8 Front Door faces: W + wrightsoft Right-J® Worksheet Job: 1st Floor Date: 4-29-2015 By: Jenkins Heating & Air 11361-1 Trade Court,Jacksonville,FI 32256-2766 Phone:904-268-9904 Fax:904-268-9905 Email:patrickhardie@comcast.nel 1 Room name Great Room Powder 2 Exposed wall 23.0 ft 0 it 3 Room height 10.0 ft heat/cool 10.0 ft heat/cool 4 Room dimensions 1.0 x 731.0 ft 6.0 x 6.0 It 5 Room area 731.0 ft' 36.0 ft' Ty IConstruction ( U-value Or I HTM I Area (ft') I Load I Area (f t') ( Load number (Btuh/ft'-°F (Bluh/f t') or perimeter ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 n 0.00 0.00 0 0 0 0 0 0 0 0 1,2E-Osw 0.068 n 2.58 1.43 0 0 0 0 0 0 0 0 106-b 0.750 n 28.50 14.07 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 n 24.70 20.87 0 0 0 0 0 0 0 0 1 1 1 D-c2ob 0.650 n 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2obd 0.650 n 24.70 20.87 0 0 0 0 0 0 0 0 12C-Osw 0.091 e 0.00 0.00 0 0 0 0 0 0 0 0 1D-c2ob 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 e 2.58 1.43 230 112 289 161 0 0 0 0 10B-b 0.750 a 28.50 34.87 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 10-c2ob 0 650 e 2470 61.55 22 0 543 1354 0 0 0 0 1 D-c2obd 0.650 a 24.70 61.55 96 0 2371 5909 0 0 0 0 Vf/ 12C-Osw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 t-G 1 D-c2ob 0.650 s 0.00 0.00 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 s 2.58 1.43 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 s 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 s 24.70 2087. 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 s 24.70 20.87 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 s 24.70 20.87 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 0.00 0.00 0 0 0 0 0 0 0 0 t--G 1 D-c2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 w 2.58 1.43 0 0 0 0 0 0 0 0 106-b 0.750 w 28.50 34.87 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 w 24.70 30.09 0 0 0 0 0 0 0 0 R 12C-Osw 0.091 - 3.46 1.39 30 30 104 42 40 40 138 56 I_p 11 DO 0.390 n 1482 11.78 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 1.22 1.72 5 5 6 9 0 0 0 0 C 16B-30ad 0.032 1.22 1.72 529 529 643 909 0 0 0 0 F 19C-19cscp 0.049 - 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 37.58 0.00 731 23 864 0 36 0 0 0 61 c)AED excursion 1 9251 1 1 10 Envelope loss/gain 4821 9308 1 1 138 1 46 12 a) Infiltration 464 115 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 5286 9423 138 46 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 275 126 440 201 14 Subtotal 5561 9549 578 248 15 Duct loads 42% 56% 2356 5388 42% 56% 245 140 79171 149371` I 823 381 Total room load 3q7 625 36 16 Air required(cfm) Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w rightsoft 2015-Apr-29 16:2 , . 40 Right-Suile®Universal 2015 15.0.12 RSU09479 Paggee Ad- 5 ,40�'17:N ...kins Heating\Vivere\Delorelo Residence\3720.rup Calc=MJ8 Front Door faces: W +�+ wrightsoft Right-J® Worksheet Job: 1st Floor Date: 4-29-2015 By: Jenkins Heating & Air 11361-1 Trade Court,Jacksonville,FI 32256-2766 Phone:904-268-9904 Fax:904-268-9905 Email:patrickhardie@comcast.net 1 Room name Mud Dining 2 Exposed wall 0 ft 20.0 ft 3 Room height 10.0 ft heat/cool 10.0 ft heat/cool 4 Room dimensions 1.0 x 58.0 ft 12.0 x 8.0 ft 5 Room area 58.0 ft' 96.0 ft' Ty IConstruction U-value Or I HT M I Area (ft') Load I Area (f t') I Load number (Btuh/f t'-°F (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 n 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 n 2.58 1.43 0 0 0 0 80 32 83 46 tOB-b 0.750 n 28.50 14.07 0 0 0 0 0 0 0 0 1D-c2ob 0.650 n 24.70 20.87 0 0 0 0 0 0 0 0 1 1 1 D-c2ob 0.650 n 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2obd 0.650 n 24.70 20.87 0 0 0 0 48 0 1186 1002 12C-Osw 0.091 e 0.00 0.00 0 0 0 0 0 0 0 0 1D-c2ob 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 a 2.58 1.43 0 0 0 0 120 76 196 109 1OB-b 0.750 e 28.50 34.87 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 1D-c2ob 0.650 e 24.70 61.55 0 0 0 0 44 0 1087 2708 1 D-c2obd 0.650 e 24.70 61.55 0 0 0 0 0 0 0 0 V+/ 12C-Osw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 L-G 1 D-c2ob 0.650 s 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 s 2.58 1.43 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 s 0.00 0.00 0 0 0 0 0 0 0 0 VN 1 D-c2ob 0 650 s 24.70 20.87 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 s 24.70 20.87 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 s 24.70 20.87 0 0 0 0 0 0 0 0 VI/ 12C-Osw 0.091 w 0.00 0.00 0 0 0 0 0 0 0 0 L-G 1 D-c2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 w 2.58 1.43 0 0 0 0 0 0 0 0 108-b 0 750 w 28.50 34.87 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 w 24.70 30.09 0 0 0 0 0 0 0 0 R- 12C-Osw 0.091 - 3.46 1.39 180 157 544 219 0 0 0 0 ! p 11 DO 0.390 n 14.82 11.78 23 23 336 267 0 0 0 0 C 16B-30ad 0.032 1.22 1.72 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 1.22 1.72 0 0 0 0 0 0 0 0 F 19C-19cscr) 0.049 - 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 37.58 0.00 58 0 0 0 96 20 752 0 61 c)AED excursion 1 -83 -341 Envelope loss/gain 880 403 3303 3524 12 a) Infiltration 0 0 404 100 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 880 403 3707 3624 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution -880 -403 0 0 14 Subtotal 0 0 3707 3624 15 Duct loads 42% 56% 0 0 42% 56% 1571 2045 Total room load 0 0 5278 5669 Air required(cfm) 01 01 231 237 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. _ wrigl�tsoft2015-Apr-2916:2e Right-Suite®Universal 2015 15.0.12 RSU09479 Page 6 r `� ...kins Heating\Vivere\Deloreto Residence\3720.rup Calc=MJ8 Front Door faces: W +}+ wrightsoft Right-J® Worksheet Job: 1st Floor Date: 4.29-2015 By: Jenkins Heating &Air 11361-1 Trade Court,Jacksonville,FI 32256-2766 Phone:904-268-9904 Fax:904-268-9905 Email:patrickhardie@comcast.net 1 Room name Kitchen Laundry 2 Exposed wall 3.0 ft 9.0 ft 3 Room height 10.0 ft heat/cool 10.0 ft heat/cool 4 Room dimensions 14.0 x 17.0 ft 14.0 x 9.0 ft 5 Room area 238.0 ft' 126.0 ft2 Ty IConstruction U-value Or I HTM I Area (ft') I Load I Area (ft') I Load number Btuh/ft'-°F (Btuh/ftp) or perimeter (ft) (8tuh) or perimeter (ft) (8tuh) Heat Cool Gross N/P/S Heat Cool Gross N/P1S Heat Cool 6 W 12C-Osw 0.091 n 0.00 0.00 0 0 0 0� 0 0 0 0 12E-Osw 0.068 n 2.58 1,43 10 10 26 14 90 90 233 129 108-b 0.750 n 28.50 14.07 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 n 24.70 20.87 0 0 0 0 0 0 0 0 1 1 1 D-c2ob 0.650 n 0.00 0.00 0 0 0 0 0 0 0 0 1D-c2obd 0.650 n 24.70 20.87 0 0 0 0 0 0 0 0 V 12C-Os w 0.091 a 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 e 2.58 1.43 20 20 52 29 0 0 0 0 10B-b 0.750 a 28.50 34.87 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 a 24.70 61.55 0 0 0 0 0 0 0 0 1 D-c2obd 0.650 a 24.70 61.55 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 s 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 s 2.58 1.43 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 s 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 s 24.70 2087. 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 s 24.70 20.87 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 s 24.70 20.87 0 0 0 0 0 0 0 0 VI! 12C-Osw 0.091 w 0.00 0.00 0 0 0 0 0 0 0 0 l--G 1 D-c2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 w 2.58 1.43 0 0 0 0 0 0 0 0 1013-b 0.750 w 28.50 34.87 0 0 0 0 0 0 0 0 1D-c2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 w 24.70 30.09 0 0 0 0 0 0 0 0 Fj 12C-Osw 0.091 - 3.46 1.39 0 0 0 0 140 140 484 195 L-p 11 DO 0.390 n 14.82 11.78 0 0 0 0 0 0 0 0 C 168-30ad 0.032 1.22 1.72 34 34 41 58 106 106 129 182 C 1613-30ad 0.032 1.22 1.72 0 0 0 0 0 0 0 0 F 19C-19c5cp 0.049 - 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 37.58 0.00 238 3 113 0 126 9 338 0 61 c)AED excursion 362 -94 Envelope loss/gain 232 -261 1 1 1184 412 12 a) Infiltration 61 15 182 45 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances!other 2000 0 Subtotal(lines 6 to 13) 292 1754 1366 457 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 165 76 14 Subtotal 292 1754 1531 533 15 Duct loads 42% 56% 124 990 42% 56% 649 300 Total room load I I I 416 2744 I I 21791 8331 Air required(cfm) 18 115 95 -5 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. 2015-Apr-29 16:28:40 _t +* wrigt,ttsoft Right-Suite®Universal 2015 15.0.12 RSU09479 Page ` '� _.kins Healing\Vivere\Deloreto Residence\3720.rup Calc=MJ8 Front Door faces: W + wrightsoft Right-J® Worksheet Job: 1st Floor Date: 4-29-2015 By: Jenkins Heating & Air 11361-1 Trade Court,Jacksonville,FI 32256-2766 Phone:904-268-9904 Fax 904-268-9905 Email:patrickhardie@comcast.net 1 Room name Pantry Pool Bath 2 Exposed wall 15.0 ft 11.0 ft 3 Room height 10.0 ft heat/cool 10,0 ft heat/cool 4 Room dimensions 5.0 x 10.0 ft 5.0 x 6.0 k 5 Room area 50.0 f t' 30.0 f t' Ty Construction U-value Or HTM Area (ft') Load Area (f t') Load number (Bt uh/ft°-°F (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 n 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 n 2.58 1.43 100 100 258 143 60 54 140 77 1OB-b 0.750 n 28.50 14.07 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 n 24.70 20.87 0 0 0 0 6 0 148 125 11 1D-c2ob 0.650 n 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2obd 0.650 n 24.70 20.87 0 0 0 0 0 0 0 0 VI/ 12C-Os w 0.091 a 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 a 2.58 1.43 0 0 0 0 50 27 71 39 1OB-b 0.750 e 28.50 34.87 0 0 0 0 23 0 646 790 1 D-c2ob 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 e 24.70 61.55 0 0 0 0 0 0 0 0 1 D-c2obd 0.650 e 24.70 61.55 0 0 0 0 0 0 0 0 Vr/ 12C-Osw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 I---G 1 D-c2ob 0.650 s 0.00 0.00 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 s 2.58 1.43 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 s 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 s 24.70 2087. 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 s 24.70 20.87 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 s 24.70 20.87 0 0 0 0 0 0 0 0 V+l 12C-Osw 0.091 w 0.00 0.00 0 0 0 0 0 0 0 0 L-G 1 D-c2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 w 2.58 1.43 50 50 129 72 0 0 0 0 10B-b 0.750 w 28.50 34.87 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 w 24.70 30.09 0 0 0 0 0 0 0 0 Fj 12C-Osw 0.091 - 3.46 1.39 0 0 0 0 0 0 0 0 L•-p 11 DO 0.390 n 14.82 11.78 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 1.22 1.72 50 50 61 86 30 30 36 52 C 16B-30ad 0.032 1.22 1.72 0 0 0 0 0 0 0 0 F 19C-19csco 0.049 000 000 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 37.58 0.00 50 15 564 0 30 11 413 0 61 c)AED excursion -641 1 1 -64 Envelope loss/gain 1012 237 1 1 1454 1020 12 a) Infiltration 303 75 222 55 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 1315 312 1676 1075 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1315 312 1676 1075 15 Duct loads 42% 56% 557 176 42% 56% 710 607 Total room load 1 18721 4881 ] 23871 1682] Il Air required(cfm) 82 20 104 70 Calculations aamroved by ACCA to meet all reauirements of Manual J 8th Ed. wrightsoft2015-Apr-2916:28:40 Right-Suite®Universal 2015 15.0.12 RSU09479 Page 8 a A kins Heating\Vivere\Deloreto Residence\3720.rup Calc=MJ8 Front Door faces: W + wrightsoft Right-J® Worksheet Job: 2nd Floor Date: 4-29-2015 By: Jenkins Heating & Air 11361-1 Trade Court,Jacksonville,FI 32256-2766 Phone:904268-9904 Fax:904-268-9905 Email:patrickhardie@coiTncast.net 1 Room name 2nd Floor Suite 4 2 Exposed wall 173.0 ft 30.0 ft 3 Room height 9.2 ft 10.0 ft heat/cool 4 Room dimensions 1.0 x 245.0 ft 5 Room area 1412.0 ft' 245.0 ft' Ty Construction U-value Or HTM Area if t') Load Area (ft') Load number (Btuh/ft2-'F', I (Bt uh/f t2) or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) Heat Cool Gross NlP/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 n 3.46 2.29 126 126 436 289 0 0 0 0 112E-Osw 0.068 n 2.58 1.43 315 275 711 395 0 0 0 0 1013-b 0.750 n 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 n 0.00 0.00 0 0 0 0 0 0 0 0 11 1D-c2ob 0.650 n 24.70 20.87 40 0 988 835 0 0 0 0 1 D-c2obd 0.650 n 0.00 0.00 0 0 0 0 0 0 0 0 V 12C-Osw 0.091 e 3.46 2.29 288 203 702 466 153 123 425 282 1D-c2ob 0.650 a 24.70 61.55 30 0 741 1846 30 0 741 1846 1D-c2ob 0.650 a 24.70 61.55 55 0 1358 3385 0 0 0 0 12E-Osw 0.068 a 2.58 1.43 17 17 44 24 17 17 44 24 1013-b 0.750 e 0.00 0.00 0 0 0 0 0 0 0 0 1D-c2ob 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 1D-c2ob 0.650 e 0.00 0.00 0 0 0 0 0 0 0 0 1D-c2obd 0.650 a 0.00 0,00 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 3.46 2.29 234 219 757 502 117 102 353 234 G 10-c2ob 0.650 s 24.70 20.87 15 15 370 313 15 15 370 313 t-- 12E-0sw 0.068 s 2.58 1.43 220 212 548 304 13 13 34 19 1D-c2ob 0.650 s 24.70 20.87 8 8 198 167 0 0 0 0 1 D-c2ob 0.650 s 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 s 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 s 0.00 0.00 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 3.46 2.29 153 123 425 282 0 0 0 0 1D-c2ob 0.650 w 24.70 61.55 30 0 741 1846 0 0 0 0 12E-Osw 0.068 w 2.58 1.43 234 194 501 278 0 0 0 0 108-b 0.750 w 0.00 0.00 0 0 0 0 0 0 0 0 1D-c2ob 0.650 w 24.70 61.55 8 0 198 492 0 0 0 0 1 D-c2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 w 24.70 61.55 32 0 790 1970 0 0 0 0 1 D-c2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 (j- 12C-Osw 0.091 - 3.46 1.39 946 946 3271 1317 190 190 657 265 1p 11 DO 0.390 n 000 0.00 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 1.22 1.72 1412 1412 1717 2426 245 245 298 421 C 1613-30ad 0.032 0.00 0.00 0 0 0 0 0 0 0 0 F 19C-19cscn 0.049 - 0.65 0.30 65 65 42 19 0 0 0 0 F 22A-tpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 61 c)AED excursion 0 -311 Envelope loss/gain 14539 17158 29221 3094 12 a) infiltration 3204 795 606 150 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 3 690 1 230 Appliances/other 0 0 Subtotal(lines 6 to 13) 17743 18643 35281 3474 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17743 18643 3528 3474 15 Duct loads 34% 42% 6111 7876 34% 42% 1215 1468 1 i Total room load 23854 265201 1 1 47431 49421 1 Air required(cfm) 1000 1000 199 186 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed 2015-Apr-29 16:28:40 41- wrightsoft Right-Suite@ Universal 2015 15.0.12 RSU09479 Page kins Heating\Vivere\Deloreto Residence\3720.rup Calc=MJ8 Front Door faces: W + wrightsoft Right-J® Worksheet Job: 2nd Floor Date: 4-29-2015 By: Jenkins Heating & Air 11361-1 Trade Court,Jacksonville,FI 32256-2766 Phone:904-268-9904 Fax:904-268-9905 Email:patrickhardie@comcast.net 1 Room name Jack WIC 4 2 Exposed wall 6.0 It 0 ft 3 Room height 90 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 6.0 x 6.0 ft 7.0 x 6.0 ft 5 Room area 36.0 ft' 42.0 ft' Ty IConstruction I U-valueOr I HTM I Area (ftp) I Load Area (ft') I Load number (Btuh/ftp-°F (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 n 3.46 2.29 0 0 0 0 0 0 0 0 12E-Osw 0.068 n 2.58 1.43 0 0 0 0 0 0 0 0 108-b 0.750 n 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 n 0.00 0.00 0 0 0 0 0 0 0 0 1 1 1 D-c2ob 0.650 n 24.70 20.87 0 0 0 0 0 0 0 0 1 D-c2obd 0.650 n 0.00 0.00 0 0 0 0 0 0 0 0 12C-Osw 0.091 e 3.46 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 a 24.70 611 55.55 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 a 24.70 61.55 0 0 0 0 0 0 0 0 V 12E-Osw 0.068 a 2.58 1.43 0 0 0 0 0 0 0 0 10B-b 0.750 e 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0 650 e 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2obd 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 V�! 12C-Osw 0.091 s 3.46 2.29 0 0 0 0 0 0 0 0 L-C 1 D-c2ob 0.650 s 24.70 20.87 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 s 2.58 1.43 54 54 140 77 0 0 0 0 1 D-c2ob 0.650 s 24.70 20.87 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 s 000 000 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 s 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 s 0.00 0.00 0 0 0 0 0 0 0 0 V(/ 12C-Osw 0.091 w 3.46 2.29 0 0 0 0 0 0 0 0 Lam, 1 D-c2ob 0.650 w 24.70 61.55 0 0 0 0 0 0 0 0 12E-Osw 0.068 w 2.58 1.43 0 0 0 0 0 0 0 0 10B-b 0.750 w 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 w 24.70 61.55 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 w 24.70 61.55 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 Fj 12C-Osw 0.091 - 3.46 1.39 0 0 0 0 0 0 0 0 -, 11 DO 0.390 n 0.00 000 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 1.22 1.72 36 36 44 62 42 42 51 72 C 168-30ad 0.032 0.00 0.00 0 0 0 0 0 0 0 0 F 19C-19csco 0.049 0.65 030 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 61 c)AED excursion 1 -30 13 Envelope loss/gain 183 109 51 59 12 a) Infiltration 109 27 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 292 136 51 59 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 3 4 14 Subtotal 292 136 54 63 15 Duct loads 34% 42% 101 57 34% 42% 19 27 Total room load 1 1 396 1971 1 731 g31 1 1 Air required(cfm) Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Apr-29 16:28:40 WrigFltsoft Right-Suite®Universal 2015 15.0.12 RSU09479 Page 10 "C A ...kins Heating\Vivere\Deloreto Residence\3720.rup Calc=MJ8 Front Door faces: W +�+ wrightsoft Right-J® Worksheet Job: 2nd Floor Date: 4-29-2015 By: Jenkins Heating & Air 11361-1 Trade Court,Jacksonville,FI 32256-2766 Phone:904268-9904 Fax:904-268-9905 Email:patrickhardie@comcast.net 1 Room name Bath 2 Jill 2 Exposed wall 5.0 ft 6.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 10.0 x 5.0 ft 6.0 x 6.0 ft 5 Room area 50.0 f t2 36.0 ft' Ty Construction U-valueOr HTM Area (f t') Load Area (f t') Load number (Btuh/ft'-°Fl I (Btuh/ft') ( or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool f- 6 W 12C-Osw 0.091 n 3.46 2.29 0 0 0 0 0 0 0 0 12E-Osw 0.068 n 2.58 1.43 0 0 0 0 0 0 0 0 1OB-b 0.750 n 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 n 0.00 0.00 0 0 0 0 0 0 0 0 1 1 1 D-c2ob 0.650 n 24.70 20.87 0 0 0 0 0 0 0 0 1D-c2obd 0.650 n 0.00 0.00 0 0 0 0 0 0 0 0 V 12C-Osw 0.091 a 3.46 2.29 0 0 0 0 0 0 0 0 1 D-c2ob 0-650 e 2470 61.55 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 a 24.70 61.55 0 0 0 0 0 0 0 0 12E-Osw 0.068 a 2.58 1.43 0 0 0 0 0 0 0 0 1OB-b 0.750 e 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 e 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2obd 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 V)/ 12C-Os w 0.091 s 3.46 2.29 0 0 0 0 0 0 0 0 C 1 D-c2ob 0.650 s 24.70 20.87 0 0 0 0 0 0 0 0 \q! 12E-Osw 0.068 s 2.58 1.43 45 37 96 53 54 54 140 77 1D-c2ob 0.650 s 24.70 20.87 8 8 198 167 0 0 0 0 1 D-c2ob 0.650 s 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 s 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 s 0.00 0.00 0 0 0 0 0 0 0 0 V+t 12C-Osw 0.091 w 3.46 2.29 0 0 0 0 0 0 0 0 L-G 1 D-c2ob 0.650 w 24.70 61.55 0 0 0 0 0 0 0 0 12E-Osw 0.068 w 2.58 1.43 0 0 0 0 0 0 0 0 10B-1b 0.750 w 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 w 24.70 61.55 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 w 24.70 61.55 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 F) 12C-Osw 0.091 - 3.46 1.39 0 0 0 0 0 0 0 0 _1 1100 0.390 n 000 0.00 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 1.22 1.72 50 50 61 86 36 36 44 62 C 16B-30ad 0.032 0.00 0.00 0 0 0 0 0 0 0 0 F 19C-19csco 0.049 - 0.65 0.30 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 L i 61 c)AED excursion 1 -60 1 1 1 -30 Envelope loss/gain 354 246 1 1 183 109 12 a) Infiltration 91 23 109 27 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 445 269 292 136 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 6 7 0 0 14 Subtotal 451 275 292 136 15 Duct loads 34% 42% 155 116 34% 42% 101 57 1 1 Total room load 1 6061 3921 1 1 3931 1941 Air required(cfm) 25 15 16 7 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft2015-Apr-2916:28:40 Right-Suite®Universal 2015 15.0.12 RSU09479 Page 11 kins Heating\Vivere\Deloreto Residence\3720.rup Calc=MJ8 Front Door faces: W + wri htsoft Right-J® Worksheet Job: 9 Date: 4-29-2015 2nd Floor By: Jenkins Heating & Air 11361-1 Trade Court,Jacksonville,FI 32256-2766 Phone:904-268-9904 Fax:904-268-9905 Email:patrickhardie@comcast.net 1 Room name WIC 3 Suite 3 2 Exposed wall 0 ft 32.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions42.0 ft' 221.0 ft'7.0 x 6.0 ft 17.0 x 13.0 ft 5 Room area Ty Construction U-value. HTM Area (ft') I Load I Area (fe) I Load II I I number I(Btuh/ftp-°Fj I (Btuh/ftp) I or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) I 1 Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 n 3.46 2.29 0 0 0 0 0 0 0 0 12E-Osw 0.068 n 2.58 1.43 0 0 0 0 18 18 47 26 106-b 0.750 n 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 n 0.00 0.00 0 0 0 0 0 0 0 0 11 1D-c2ob 0.650 n 24.70 20.87 0 0 0 0 0 0 0 0 1 D-c2obd 0.650 n 0.00 0.00 0 0 0 0 0 0 0 0 12C-Osw 0.091 e 3.46 2.29 0 0 0 0 0 0 0 0 1D-c2ob 0.650 a 24.70 61.55 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 a 24.70 61.55 0 0 0 0 0 0 0 0 V 12E-Osw 0.068 a 2.58 1.43 0 0 0 0 0 0 0 0 1OB-b 0.750 e 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0 650 e 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2obd 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 V)/ 12C-Osw 0.091 s 3.46 2.29 0 0 0 0 117 117 405 268 L-C 1 D-c2ob 0.650 s 24.70 20.87 0 0 0 0 0 0 0 0 12E-Osw 0.068 s 2.58 1.43 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 s 24.70 20.87 0 0 0 0 0 0 0 0 1 D-c2ob 0 650 s 0.00 000 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 s 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 s 0.00 0.00 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 3.46 2.29 0 0 0 0 153 123 425 282 1 D-c2ob 0.650 w 24.70 61.55 0 0 0 0 30 0 741 1846 12E-Osw 0.068 w 2.58 1.43 0 0 0 0 0 0 0 0 106-b 0.750 w 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 w 24.70 61.55 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 w 24.70 61.55 0 0 0 0 0 0 0 0 1D-c2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 I� 12C-Osw 0.091 - 3.46 1.39 0 0 0 0 99 99 342 138 I-p 11 DO 0 390 n 0.00 000 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 1.22 1.72 42 42 51 72 221 221 269 380 C 166-30ad 0.032 0.00 0.00 0 0 0 0 0 0 0 0 F 19C-19cscp 0 049 065 0.30 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 61 c)AED excursion 1 -131 1 1 304 Envelope loss/gain 51 59 1 1 2229 3245 12 a) Infiltration 0 0 582 144 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 0 Subtotal(lines 6 to 13) 51 59 2810 3619 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 3 4 0 0 Redistribution 54 63 2810 3619 14 Subtotal 15 Duct loads 34% 42% 19 27 34% 42% 968 1529 1 1 Total room load 11 73 901 i 1 37761 51481 Air required(cfm) 158 194 Calculations amroved by ACCA to meet all reauirements of Manual J 8th Ed. 2015-Apr-29 16:28:40 wrighisoft Right-Suite®Universal 2015 15.0.12 RSU09479 Page 12 a"� a _.kins Heating\Vivere\Deloreto Residence\3720.rup Calc=MJ8 Front Door faces: W wri htsoft Right-J® Worksheet Job: 9 2nd Floor Date: 4-29-2015 By: Jenkins Heating &Air 11361-1 Trade Court,Jacksonville,FI 32256-2766 Phone:904-268-9904 Fax:904-268-9905 Email:patrickhardie@comcast.net 1 Room name Loft WIC 5 2 Exposed wall 42.0 ft 0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 358.0 ft 4.0 x 7.0 It 5 Room area 358.0 ft' 28.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number I(Btuh/ft'-°Fj I (Btuh/ft') I or perimeter (ft) I (Btuh) I or perimeter (ft) I Btuh) Heat Cool Gross N!P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 n 3.46 2.29 0 0 0 0 0 0 0 0 12E-Osw 0.068 n 2,58 1.43 189 149 385 214 0 0 0 0 108-b 0.750 n 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 n 0.00 0.00 0 0 0 0 0 0 0 0 11 1D-c2ob 0.650 n 24.70 20.87 40 0 988 835 0 0 0 0 1D-c2obd 0.650 n 0.00 0.00 0 0 0 0 0 0 0 0 12C-Osw 0.091 e 3.46 2.29 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 a 24.70 61.55 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 e 24.70 61.55 0 0 0 0 0 0 0 0 12E-Osw 0.068 a 2.58 1.43 0 0 0 0 0 0 0 0 108-b 0.750 e 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 1D-c2ob 0.650 e 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2obd 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 V)1 12C-Osw 0.091 s 3.46 2.29 0 0 0 0 0 0 0 0 1-G 1D-c2ob 0.650 s 24.70 2087. 0 0 0 0 0 0 0 0 12E-Osw 0.068 s 2.58 1.43 54 54 140 77 0 0 0 0 1 D-c2ob 0.650 s 24.70 20.87 0 0 0 0 0 0 0 0 1 D-c2ob 0 650 s 000 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 s 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 s 0.00 0.00 0 0 0 0 0 0 0 0 VI/ 12C-Osw 0.091 w 3.46 2.29 0 0 0 0 0 0 0 0 !G 1 D-c2ob 0.650 w 24.70 61.55 0 0 0 0 0 0 0 0 12E-Osw 0.068 w 2.58 1.43 135 103 266 148 0 0 0 0 106-b 0.750 w 0.00 0.00 0 0 0 0 D D 0 0 1 D-c2ob 0.650 w 24.70 61.55 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 1D-c2ob 0.650 w 24.70 61.55 32 0 790 1970 0 0 0 0 1 D-c2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 R 12C-Osw 0.091 - 3.46 1.39 531 531 1836 739 0 0 0 0 L_p 11 DO 0 390 n 0.00 000 0 0 0 0 0 0 0 0 C 166-30ad 0.032 1.22 1.72 358 358 435 615 28 28 34 48 C 1613-30ad 0.032 0.00 0.00 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 - 0.65 0.30 65 65 42 19 0 0 0 0 F 22A-tpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 61 c)AED excursion 103 -g Envelope loss/gain 4883 4514 34 39 12 a) Infiltration 763 189J I - 00 0 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 5646 4704 34 39 Less external load 0 0 0 0 0 0 Less transfer 6 7 0 0 Redistribution 34 39 14 Subtotal 5652 4710 15 Duct loads 34% 42% 1946 1990 34% 42°i 12 17 Total room load I I 731987066 1 625031 I I 421 521 Air required(cfm) Calculations aoaroved by ACCA to meet all reouirements of Manual J 8th Ed. 2015-Apr-29 16.28.40 wrigtitsoft Right-Suited Universal 2015 15.0.12 RSU09479 Page 13 `.r''a kins Heating\Vivere\Deloreto Residence\3720.rup Calc=MJ8 Front Door faces: W +}� wrightsoft Right-JO Worksheet Job: 2nd Floor Date: 4-29-2015 By: Jenkins Heating & Air 11361-1 Trade Court,Jacksonville,FI 32256-2766 Phone:904-268-9904 Fax 904-268-9905 Email:patrickhardie@comcast.net 1 Room name Bath 3 Suite 5 2 Exposed wall 23.0 ft 29.0 It 3 Room height 9.0 ft heat/cool 90 It heat/cool 4 Room dimensions104.0 f t' 210.0 f t' 1.0 x 104.0 ft 15.0 x 14.0 ft 5 Room area Ty IConstruction U-value Or I HTM I Area (ft') I Load I Area (f t') I Load i number (Btuh/ft2-°F (Btuh/f t') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool L.Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 n 3.46 2.29 0 0 0 0 126 126 436 289 12E-Osw 0.068 n 2.58 1.43 108 108 279 155 0 0 0 0 1OB-b 0.750 n 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 n 0.00 0.00 0 0 0 0 0 0 0 0 11 1D-c2ob 0.650 n 24.70 20.87 0 0 0 0 0 0 0 0 1 D-c2obd 0.650 n 0.00 0.00 0 0 0 0 0 0 0 0 12C-Osw 0.091 e 3.46 2.29 0 0 0 0 135 80 277 183 1 D-c2ob 0.650 a 24.70 61.55 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 a 24.70 61.55 0 0 0 0 55 0 1358 3385 12E-Osw 0.068 e 2.58 1.43 0 0 0 0 0 0 0 0 108-b 0.750 e 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 e 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2obd 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 Vi! 12C-Osw 0.091 s 3.46 2.29 0 0 0 0 0 0 0 0 L_{G 1 D-c2ob 0.650 s 24.70 20.87 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 s 2.58 1.43 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 s 24.70 20.87 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 s 0.00 0 00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 s 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 s 0.00 0.00 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 3.46 2.29 0 0 0 0 0 0 0 0 t--G 1 D-c2ob 0.650 w 24.70 61.55 0 0 0 0 0 0 0 0 12E-Osw 0.068 w 2.58 1.43 99 91 235 131 0 0 0 0 10B-1b 0.750 w 0.00 0.00 0 0 0 0 0 0 0 0 1D-c2ob 0.650 w 24.70 61.55 8 0 198 492 0 0 0 0 1 D-c2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 w 24.70 61.55 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 Fj 12C-Osw 0.091 - 3.46 1.39 0 0 0 0 126 126 436 175 L---D 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 1.22 1.72 104 104 126 179 210 210 255 361 C 16B-30ad 0.032 0.00 0.00 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 - 0.65 0.30 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 49 228 Envelope loss/gain 838 1006 1 2762 4622 12 a) Infiltration 418 104 5270 130 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 0 Subtotal(lines 6 to 13) 1256 1109 3289 4983 Less external load 0 0 0 0 0 0 Less transfer 0 a 0 0 Redistribution 3289 4983 14 Subtotal 1256 1109 15 Duct loads 34% 42% 433 469 34% 42% 1133 2105 1 1 l71 601 185 267 4221 70 1 1 4881 Total room load 1689 1578 Air required(cfm) Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. 2015-Apr-29 16.28.40 _ 444- wrigl-itsoft Right-Suite®Universal 2015 15.0.12 RSU09479 Page 14 .' ...kins HeatingNivere\Deloreto Residence\3720.rup Calc=MJ8 Front Door faces: W + wri htsoft Right-J® Worksheet Job: 9 Date: 4-29-2015 2nd Floor By: Jenkins Heating & Air 11361-1 Trade Court,Jacksonville,FI 32256-2766 Phone:904-268-9904 Fax:904-268-9905 Email:patrickhardie@comcast.net 1 Storage Mech Room name 0 ft 0 ft 2 Exposed wall 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 5.0 x 5.0 ft 3.0 x 5.0 ft 25.0 ftp 15.0 ft' 5 Room area Ty IConstruction U-value Or HTM Area (f v) I Load I Area (f t') Load number (Btuh/ft'-°F (Btuh/ftp) or perimeter (ft) (Btuh) or perimeter (ft) (Btu Heat Cool Gross N/P/S HeatCool Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 n 3.46 2.29 0 0 0 0 0 0 0 0 12E-Osw 0.066 n 2.58 1.43 0 0 0 0 0 0 0 0 1OB-b 0.750 n 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 n 0.00 0.00 0 0 0 0 0 0 0 0 11 1D-c2ob 0.650 n 24.70 20.87 0 0 0 0 0 0 0 0 1 D-c2obd 0.650 n 0.00 0.00 0 0 0 0 0 0 0 0 12C-Osw 0.091 a 3.46 2.29 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 a 24.70 61.55 0 0 0 0 0 0 0 VL� 1 D-c2ob 0.650 a 24.70 61.55 0 0 0 0 0 0 0 0 12E-Osw 0.068 a 2.58 1.43 0 0 0 0 0 0 0 0 108-b 0.750 e 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 e 0.00 0.00 0 0 0 0 0 1 D-c2obd 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 VI! 12C-Osw 0.091 s 3.46 2.29 0 0 0 0 0 0 0 0 L-G 1D-c2ob 0.650 s 24.70 20.87 0 0 0 0 0 0 0 0 12E-Osw 0.068 s 2.58 1.43 0 0 0 0 0 0 0 0 1D-c2ob 0.650 s 24.70 20.87 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 s 0.00 0.00 0 0 0 0 0 0 0 0 VN 1D-c2ob 0.650 s 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 s 0.00 0.00 0 0 0 0 0 0 0 0 Vt/ 12C-Osw 0.091 w 3.46 2.29 0 0 0 0 0 0 0 L-( 1 D-c2ob 0.650 w 24.70 61.55 0 0 0 0 0 0 0 0 12E-Osw 0.068 w 2.58 1.43 0 0 0 0 0 0 0 1OB-b 0.750 w 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 w 24.70 61.55 0 0 0 0 0 1 D-c2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 1D-c2ob 0.650 w 24.70 61.55 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 12C-Osw 0.091 - 3.46 1.39 0 0 0 0 0 0 0 0 1-D 11 DO 0 390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 1.22 1.72 25 25 30 43 15 15 18 266 C 166-30ad 0.032 0.00 0.00 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.65 0.30 0 0 0 0 0 0 00 F 22A-tpl 0.989 0.00 0.00 0 0 0 0 0 0 0 g -5 6 c)AED excursion Envelope loss/gain 30 35 181 221 0 0 0 0 12 a) Infiltration 0 0 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 30 35 18 21 0 0 0 0 Less external load 0 0 0 0 Less transfer 0 0 -18 -21 Redistribution 30 35 0 0 14 Subtotal 42% 10 15 34% 42% 0 15 Duct loads 34% 01 0 Total room load I I 42 52I I I 0 0 II Air required(cfm) Calculations approved by ACCA to meet all reouirements of Manual J 8th Ed 2015-Apr-29 16:28:40 _ 4-k wrightsoft Right-Suite®Universal 2015 15.0.12 RSU09479 Page 15 F ...kins Heating\Vivere\Deloreto Residence\3720.rup Calc=MJ8 Front Door faces: W A N 1st Floor _ I� Owners Suite Dininq 248 cfm 248, 18 x 18 119 cfm 119 cfn 313 Cm III II Poral Bath p fm 8 0.Bath 76 cfm Great Room en 82 m 40 7 12" Tort I 1 Pantry i 4, 3t3c{m m 14 1 cfm 21 cim 4 95'fm Laundry 4" 4" 18 36 cfm 156 cfm 1 x 4 x 14 4.. 98 ctni Powder 1950c n Foyer Mud Study 58 98 chn S WIC Garage Job#: Scale: 1 : 110 Jenkins Heating 8� Air Performed for: page 1 Vivere Homes 11361-1 Trade Court Right-Suite@ Universal 2015 Jacksonville,FI 32256-2766 15 0.12 RSU09479 Phone:904-268-9904 Fax:904-268-9905 2015-Apr-2916:29:07 patrickhardie@comcast.net vere\Deloreto Residence\3720.rup N -1k 2nd Floor Suite 5 Suite 4 t 99 fin 267 df 14 14 #14 Upper Great 71 dm 2 c14 14Ic 5 Bath 3 106 cfm106 cfmm2 ctm Storage Upper Foyer Loft Suite 3 Job #: Scale: 1 : 110 Jenkins Heating 8� Air Performed for: page 2 vivereHomes 11361-1 Trade Court Right-Suite®Universal 2015 Jacksonville,FI 32256-2766 15.0.12 RSU09479 Phone:904-268-9904 Fax:904-268-9905 2015-Apr-29 16:29:07 patrickhardie@comcast.net ...vere\Deloreto Reside nce\3720.rup + ucyDuct System Summa J° wri htsoft � Date: 4-29-2015 9 1st Floor By: Jenkins Heating & Air 11361-1 Trade Court,Jacksonville,FI 32256-2766 Phone:904-268-9904 Fax:904-268-9905 Email:patrickhardie@comcast.net Project • • For: Vivere Homes Heating Cooling External static pressure 0.25 in H2O 0.25 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.25 in H2O 0.25 in H2O Supply/return available pressure 0.125/0.125 in H2O 0.125/0.125 in H2O Lowest friction rate 0.100 in/100ft 0.100 in/100ft Actual air flow 1950 cfm 1950 cfm Total effective lenqth (TEL) 539 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Dining c 2835 116 119 0.100 6.0 Ox 0 VIFx 29.8 285.0 st4 Dining-A c 2835 116 119 0.100 6.0 Ox 0 VIFx 28.2 285.0 st4 Foyer C 3736 140 156 0.100 6.0 Ox 0 VIFx 27.2 285.0 St5 Great Room c 7468 173 313 0.100 8.0 Ox 0 VIFx 24.6 285.0 st4 Great Room-A c 7468 173 313 0.100 8.0 ax 0 VIFx 27.1 285.0 st4 Kitchen C 2744 18 115 0.100 7.0 Ox 0 VIFx 25.4 285.0 st4 Laundry h 2179 95 35 0.100 4.0 Ox 0 VIFx 29.9 285.0 st4 0.Bath h 1726 76 33 0.100 4.0 Ox 0 VIFx 61.7 475.0 st7 Owners suite-A h 5659 248 206 0.100 7.0 Ox 0 VIFx 64.4 475.0 st7 Owners Suite-B h 5659 248 206 0.100 7.0 Ox 0 VIFx 64.4 475.0 st7 Pantry h 1872 82 20 0.100 4.0 Ox 0 VIFx 31.2 285.0 st4 Pool Bath h 2387 104 70 0.100 4.0 Ox 0 VIFx 30.8 285.0 st4 Powder h 823 36 16 0.100 4.0 Ox 0 VIFx 26.4 285.0 St5 s wIC h 1330 58 13 0.100 4.0 Ox 0 VIFx 51.2 380.0 st6 Study c 2340 93 98 0.100 4.0 Ox 0 VIFx 44.4 380.0 st6 Study-A c 2340 93 98 0.100 4.0 Ox 0 VIFx 0 0 Toilet h 903 40 13 0.100 4.0 Ox 0 VIFx 63.5 475.0 st7 WIC h 476 21 4 0.100 4.0 Ox 0 VIFx 44.8 380.0 st6 WIC-A h 476 21 4 0.100 4.0 Ox 0 VIFx 44.0 380.0 st6 Bold/italic values have been manually overridden 2015-Apr-29 16:28:42 + wrightsOft Right-Suite®Universal 2015 15.0.12 RSU09479 Page 1 LICCA ..kins Heating\Vivere\Deloreto Residence\3720.rup Calc=MJ8 Front Door faces: W Supply Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st4 Peak AVF 878 1104 0.100 1032 14.0 0 x 0 VinlFlx st2 st7 Peak AVF 610 457 0.100 777 12.0 0 x 0 VinlFlx st6 st6 Peak AVF 803 576 0.100 752 14.0 0 x 0 VInIFIX st5 st5 Peak AVF 979 748 0.100 701 16.0 0 x 0 VInIFIX st2 st2 Peak AVF 1857 1852 0.100 1051 18.0 0 x 0 VinlFlx TableReturn Branch Detail Grill Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb7 Ox 0 1950 1950 0 0.080 739 22.0 Ox 0 VIFx Bold/italic values have been manually overridden 2015-Apr-29 16:28:42 + wrightsoft Right-Suiten Universal 2015 15.0.12 RSU09479 Page 2 �G� ...kins Heating\vivere\Deloreto Residence\3720.rup Calc=MJ8 Front Door faces: W Job: + wrightsoft Duct System Summary Date: 4-29-2015 2nd Floor By: Jenkins Heating & Air 11361-1 Trade Court,Jacksonville,FI 32256-2766 Phone:904-268-9904 Fax 904-268-9905 Email:patrickhardie@comcast.net Project Information For: Vivere Homes Heating Cooling External static pressure 0 in H2O 0 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0 in H2O 0 in H2O Supply/return available pressure 0.000/0.000 in H2O 0.000/0.000 in H2O Lowest friction rate 0 in/100ft 0 in/100ft Actual air flow 1000 cfm 1000 cfm Total effective lenqth (TEL) 344 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (Cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bath 2 h 392 25 15 0 0 Ox 0 VIFx 9.1 95.0 Bath 3 h 1578 71 60 0 0 Ox 0 VIFx 43.2 285.0 st3 Jack h 194 16 7 0 0 Ox 0 VIFx 12.0 95.0 Jill h 194 16 7 0 0 Ox 0 VIFx 10.0 95.0 Loft-A h 2233 106 84 0 0 Ox 0 VIFx 21.9 190.0 stl Loft-B h 2233 106 84 0 0 Ox 0 VIFx 22.9 190.0 stl Loft-C h 2233 106 84 0 0 Ox 0 VIFx 19.9 190.0 stl Storage c 50 2 2 0 0 Ox 0 VIFx 23.4 190.0 stl Suite 3 c 5148 158 194 0 0 Ox 0 VIFx 9.5 95.0 Suite 4 h 4942 199 186 0 0 Ox 0 VIFx 12.4 95.0 Suite 5 Cr 7088 185 267 0 0 Ox 0 VIFx 45.4 285.0 st3 WIC 3 c 90 3 3 0 0 Ox 0 VIFx 6.1 95.0 WIC 4 c 90 3 3 0 0 Ox 0 VIFx 9.1 95.0 WIC 5 c 56 2 2 0 0 Ox 0 VIFx 43.2 285.0 st3 SupplyDetail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 258 329 0 0 0 0 x 0 VinlFlx stl stl Peak AVF 578 583 0 1 0 0 0 x 0 VinlFlx 2015-Apr-29 16:28:42 �.�j�� + wrl9htSOft Right-Suitee Universal 2015 15.0.12 RSUG9479 Page )IM ._kins Heating\Vivere\Deloreto Residence\3720.rup Calc=MJ8 Front Door faces: W Return Branch Detail Table Grill Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb8 Ox 0 1000 1000 14.0 0 0 0 Ox 0 VIFx rst6 TableReturn Trunk Detail Trunk Htg :Cl Design Veloc Diam HxW Duct Name Type (cfm) ) FR (fpm) (in) (in) Material Trunk rst6 Peak AVF 1000 1000 0 0 0 0 x 0 VinlFlx 2015-Apr-29 16:28:42 WrightSOft Right-Suite®Universal 2015 15.0.12 RSU09479 Page ACCA ...kins Heating\Vivere\Deloreto Residence\3720.rup Calc=MJ8 Front Door faces: W •� > C C-- y _ •�' n• IVB O S 1= d• ;J r" V: e3 cr ¢ ✓_ FF T- tic tic = Ir_ C7 `< ONO w r cr F o C 'T •.� Ij %r In o A r N Q rz - c a a r Q. :i a � c � c A c I n � }� W tJ C ;� :iC �1 ..^ .Ji 1- .•, r C c/. 2 C: n �/) CTS u- cc an 00 0 55- 68 c '' QO '�✓' O V] TT C y (r F b 7 M1 r h r * n r .r i 7 1� =•' r r w 4t i O n CI- LA a co 2 Cy A S O ..S r- a F C n n r .3 ✓� O O .r m a r n w C" r a: o C) 7CD y o 'C s �• v5 �"s a �; � w oa. t�.� .- Li7 Z e N a EKEr El aro Er cr 0- 0 CD sv a r` rn a m r `. T 5• Ao ¢' c f -*, CL � -mss 00 CD � O Im CD n fb _ ('D tel ' a' 0 G• Q. C "+ (� m a. rA r o c CD A y CD N y CD n. W w no s SW CD FPE Vivere Homes FILE COPY A! Site Information Atlantic each Lot 92, Duval Struttural Engineer of Record Derek B. Murray PE No. 71457 4745 Sutton Park Court, Suite 402Jacksonville, FL 32224 lv�WIND LOADING (Cd=1.6) ROOF LOADING (Cd=1.25) FLOOR LOADING (CCd==1.00) MWFRS TCLL 20 psf TCLL 40 psf 130 MPH (3 second gust) \ASCE 7-10 TCDL 07 psf TCDL 10 psf Enclosed Structure (0.18) BCLL 10 psf BCLL 00 psf Exposure C BCDL 05 psf BCDL 05 psf Occupancy Category II (Res) FBC2010 Residential/TPI-2007 Design Program: ITW VIEW v1.00.00 This Package inicudes 136 truss designs with individual date of design FNOT JOB ID JTRS ID1 D I NO I JOB ID TRS ID DATE NO I JOB ID ITRS IDI DATE 1 DeloretoResidence B01 5/28/2015 31 DeloretoResidence HJ06 5/28/2015 61 DeloretoResidence J16 5/28/2015 2 DeloretoResidence F01 5/28/2015 32 DeloretoResidence HJ07 5/28/2015 62 DeloretoResidence J16A 5/28/2015 3 DeloretoResidence F02 5/28/2015 33 DeloretoResidence HJ08 5/28/2015 63 DeloretoResidence J17 5/28/2015 4 DeloretoResidence F04 5/28/2015 34 DeloretoResidence HJ09 5/28/2015 64 DeloretoResidence J17A 5/28/2015 5 DeloretoResidence F05 5/28/2015 35 DeloretoResidence HJ09A 5/28/2015 65 DeloretoResidence J18 5/28/2015 6 DeloretoResidence F06 5/28/20151 36 DeloretoResidence HJ10 5/28/2015 66 DeloretoResidence J18A 5/28/2015 7 DeloretoResidence F07 5/28/2015 37 DeloretoResidence HA 5/28/2015 67 DeloretoResidence J19 5/28/2015 8 DeloretoResidence F08 5/28/2015 38 DeloretoResidence HJ12 5/28/2015 68 DeloretoResidence J19A 5/28/2015 9 DeloretoResidence F08A 5/28/2015 39 DeloretoResidence J01 5/28/2015 69 DeloretoResidence J20 5/28/2015 10 DeloretoResidence F09 5/28/2015 40 DeloretoResidence J02 5/28/2015 70 DeloretoResidence J21 5/28/2015 11 DeloretoResidence F10 5/28/2015 41 DeloretoResidence J03 5/28/2015 71 DeloretoResidence J21A 5/28/2015 12 DeloretoResidence F11 5/28/2015 42 DeloretoResidence J04 5/28/2015 72 DeloretoResidence J22 5/28/2015 13 DeloretoResidence F12 5/28/2015 43 DeloretoResidence J05 5/28/2015 73 DeloretoResidence J22A 5/28/2015 14 DeloretoResidence F13 5/28/2015 44 DeloretoResidence J05A 5/28/2015 74 DeloretoResidence J22B 5/28/2015 15 DeloretoResidence FG01 5/28/2015 45 DeloretoResidence J06 5/28/2015 75 DeloretoResidence J23 5/28/2015 16 DeloretoResidence FG02 5/28/2015 46 DeloretoResidence J07 5/28/2015 76 DeloretoResidence J23A 5/28/2015 17 DeloretoResidence FG04 5/28/2015 47 DeloretoResidence J07T 5/28/2015 77 DeloretoResidence J23B 5/28/2015 18 DeloretoResidence FG05 5/28/2015 48 DeloretoResidence J08 5/28/2015 78 DeloretoResidence T01 5/28/2015 19 DeloretoResidence FGE01 5/28/2015 49 DeloretoResidence J09 5/28/2015 79 DeloretoResidence T02 5/28/2015 20 DeloretoResidence FGE02 5/28/2015 50 DeloretoResidence J09A 5/28/2015 80 DeloretoResidence T03 5/28/2015 21 DeloretoResidence FGE03 5/28/2015 51 DeloretoResidence J10 5/28/2015 81 DeloretoResidence T04 5/28/2015 22 DeloretoResidence FGE04 5/28/2015 52 DeloretoResidence J10T 5/28/2015 82 DeloretoResidence T05 5/28/2015 23 DeloretoResidence FGE05 5/28/2015 53 DeloretoResidence J11 5/28/2015 83 DeloretoResidence T06 5/28/2015 24 DeloretoResidence FGE06 5/28/2015 54 DeloretoResidence J11A 5/28/2015 84 DeloretoResidence T07 5/28/2015 25 DeloretoResidence FGE07 5/28/2015 55 DeloretoResidence J12 5/28/2015 85 DeloretoResidence T08 5/28/2015 26 DeloretoResidence HJ01 5/28/2015 56 DeloretoResidence J12A 5/28/2015 86 DeloretoResidence T09 5/28/2015 27 DeloretoResidence HJ02 5/28/2015 57 DeloretoResidence J13 5/28/2015 87 DeloretoResidence 0 5/28/2015 28 DeloretoResidence HJ03 5/28/2015 58 DeloretoResidence J13A 5/28/2015 88 DeloretoRe ' 999 11 5/28/2015 29 DeloretoResidence HJ04 5/28/2015 59 DeloretoResidence J14 5/28/2015 89 Delor tone i T �� 5/28/2015 30 DeloretoResidence HJ05 5/28/2015 60 DeloretoResidence J15 5/28/2015 90 etoRes 4,f +,5/28/2015 Apex Technology = .g t� Apex Technology is a ficticious name owned by Jax Apex Technology,Inc.,a Florida Corporation. Florida Engineer Business No. 7547-4745 Sutton Park Court,Suite 402 Jacksonville,FL 32224(904)821-5200 The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings list C 3 above and attached. The suitability and use of each drawing for any particualr building is the responsibility of the Building Designer, n•' O ANSI/TPI 1-2002 Section 2 l�j•• 9 •n�eee 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 e �/l•, •. p�`t, 61G15-31.003 of the Florida Board of Professional Engineers Job#DELORETORESIDENCE BEARING INFORMATION WOODTRUSS QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 1 18'00"00 FG01 FLAT 0.00/12 Pitch 4-Ply 1 7012.17 0.00 2 6999.63 0.00 1 16'09"00 FG02 FLAT 0.00/12 Pitch 2-Ply 1 2721.87 0.00' 2 2721.87 0.00 1 10'03"00 FG04 FLAT 0.00/12 Pitch 2-Ply 1 885.25 0.00 2 885.25 0.00 1 07'01"00' FG05 FLAT 0.00/12 Pitch 3-Ply 1 3619.26 0.00 2 9166.24 0.00 2 08'05"01 HJ01 HIP-JACK 2.83/12 Pitch 1 -Ply 1 218.41 74.00 2 117.64 1.00 3 167.18 101.00 2 09'10"01 HJ02 HIP-JACK 2.83/12 Pitch 1 -.Ply 1 313.33 114.00 2 516.76 210.00 3 -97.30 0.00 1 07'00"02 HJ03 HIP-JACK 2.83/12 Pitch 1 -Ply 1 162.62 49.00 2 97.55 0.00 3 101.85 50.00 1 05'06"07 HJ04 HIP-JACK 2.83/12 Pitch 1'-Ply 1' 126.17 38.00 2 81.55 0.00 3 128.75 83.00 2 05'07"02 HJ05 HIP-JACK 2.83/12 Pitch 1 -Ply 1 127.47 23.00 2 77.58 0.00 3 52.21 27.00 1 05'02"02 HJ06 HIP JACK 2.83/12 Pitch 1-Ply 1 114.92 0.00 2 72.65 84.00' 3 57.77 55.00 1 05'06"06 HJ07 HIP-JACK 2.83/12 Pitch 1 -Ply 1 122.76 58.00 2 82.98 0.00 3. 62.41 29.00 3 08'05"01 HJ08 HIP-JACK 2.83/12 Pitch 1`-Ply 1 218.41 55.00 2 117.64 0.00 3 167.18 85.00 1 09'10"01 HJ09 HIP-JACK 2.83/12 Pitch 1 -Ply 1 313.33 77.00 2 516.76 144.00 3 -97.30 0.00 1 09'10"01 HJ09A HIP-JACK 2.83/12 Pitch 1 -Ply 1 340.95 45.00 2 371.12 36.00 3 90.14 32.00 2 05'07"02 HJ10 HIP-JACK 2.83/12 Pitch 1 -Ply 1 124.15 5.00 2 83.92 0.00 3 63.06 19.00 2 09'10"01 HJ11 HIP-JACK 2.83/12 Pitch 1 -Ply 1 313.33 77.00 2 516.76 144.00 3 -97.30 0.00 1 09'10"01 HJ12 HIP-JACK 2.83/12 Pitch 1 -Ply 1 460.69 147.00 2 514.64 151.00 3 -45.05 0.00 8 02'00"00 J01 JACK 4.00/12 Pitch 1 -Ply 1 68.59 22.00 2 27.49 0.00 3 48.94 37.00 Page 1 of 7 Job#DELORETORESIDENCE BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 2 56.16 0.00 3 99.35 55.00 3 04'00"00 J13A JACK 4.00/12 Pitch 1 -Ply 1 129.52 48.00 2 60.00 0.00 3 109.52 46.00 5 06'00"00 J14 EJACK 4.00/12 Pitch 1 -Ply 1 197.95 48.00 2 84.63 0.00 3 149.03 82.00 3 05'10"08 J15 MONO 4.00/12 Pitch 1 -Ply 1 193.90 47.00 2 186.55 73.00 2 01'00"00 J16 JACK 4.00/12 Pitch 1 -Ply 1 36.45 7.00 2 12.96 0.00 3 22.94 15.00 2 01'00"00 J16A JACK 4.00/12 Pitch 1 -Ply 1 32.38 11.00 2 15.00 0.00 3 27.38 12.00 2 03'00"00 J17 JACK 4.00/12 Pitch 1 -Ply 1 100.89 23.00 2 41.87 0.00 3 74.29 42.00 2 03'00"00 J17A JACK 4.00/12 Pitch 1 -Ply 1 97.14 35.00 2 45.00 0.00 3 82.14 35.00 2 05'00"00 J18 JACK 4.00/12 Pitch 1 -Ply 1 165.59 40.00 2 70.41 0.00 3 124.25 68.00 2 05'00"00 J18A JACK 4.00/12 Pitch 1 -Ply 1 161.90 60.00 2 75.00 0.00 3 136.90 57.00 3 07'00"00 J19 EJACK 4.00/12 Pitch 1 -Ply 1 226.65 84.00 2 105.00 0.00 3 191.65 80.00 1 07'00"00 J19A EJACK 4.00/12 Pitch 1 -Ply 1 226.65 55.00 2 99.73 0.00 3 174.28 94.00 5 01'00"00 J20 JACK 4.00/12 Pitch 1 -Ply 1 36.45 7.00 2 12.96 0.00 3 22.94 15.00 5 03'00"00 J21 JACK 4.00/12 Pitch 1 -Ply 1 100.89 23.00 2 41.87 0.00 3 74.29 42.00 1 03'00"00 J21A JACK 4.00/12 Pitch 1 -Ply 1 157.16 34.00 2 20.09 0.00 3 47.12 24.00 4 05'00"00 J22 JACK 4.00/12 Pitch 1 -Ply 1 165.59 40.00 2 70.41 0.00 3 124.24 68.00 1 05'00"00 J22A JACK 4.00/12 Pitch 1 -Ply 1 210.03 35.00 2 51.45 0.00 3 93.10 35.00 1 05'00"00 J22B JACK 4.00/12 Pitch 1 -Ply 1 169.68 40.00 2 65.94 0.00 3 117.60 64.00 Page 3 of 7 Job#DELORETORESIDENCE BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 2 851.71 371.00 1 26'05"00 T19 COMN 4.00/12 Pitch 1 -Ply 1 858.96 263.00 2 851.71 370.00 1 26'05"00 T20 COMN 4.00/12 Pitch 1 -Ply 1 2175.13 970.00 2 1567.60 704.00 1 13'05"00 T21 HIPS 4.00/12 Pitch 1 -Ply 1 430.77 138.00 2 438.05 133.00 1 13'05"00 T22 HIPS 0.00/12 Pitch 1 -Ply 1 417.84 303.00 2 454.22 265.00 1 07'00"00 T23 MONO 4.00/12 Pitch 1 -Ply 1 609.08 299.00 2 798.64 358.00 1 03'11"08 T24 MONO 4.00/12 Pitch 2-Ply 1 370.75 20.00 2 350.41 35.00 1 17'10"08 T25 SPEC 4.00/12 Pitch 2-Ply 1 5733.18 2214.00 2 6942.30 2620.00 1 13'08"00 T26 COMN 4.00/12 Pitch 1 -Ply 1 866.34 549.00 2 852.07 747.00 1 13'11"00 T27 HIPS 4.00/12 Pitch 1 -Ply 1 450.60 174.00 2 450.60 174.00 1 13'11"00 T28 COMN 4.00/12 Pitch 1 -Ply 1 450.60 138.00 2 450.60 138.00 1 13'11"00 T29 HIPS 4.00/12 Pitch 1 -Ply 1 450.60 158.00 2 450.60 158.00 1 13'11"00 T30 HIPS 4.00/12 Pitch 1 -Ply 1 785.88 374.00 2 922.63 480.00 1 16'09"00 T31 HIPS 4.00/12 Pitch 1 -Ply 1 1217.62 380.00 2 1217.62 380.00 1 16'09"00 T32 HIPS 4.00/12 Pitch 1 -Ply 1 542.34 163.00 2 542.34 163.00 2 16'09"00 T33 COMN 4.00/12 Pitch 1 -Ply 1 542.34 171.00 2 542.34 171.00 1 07'04"08 T34 COMN 4.00/12 Pitch 1 -Ply 1 339.95 108.00 2 656.11 203.00 3 07'04"08 T35 MONO 4.00/12 Pitch 1 -Ply 1 242.46 60.00 2 235.13 91.00 2 05'10"08 T36 COMN 4.00/12 Pitch 1 -Ply 1 813.73 264.00 2 782.85 254.00 4 08'00"00 T37 MONO 4.00/12 Pitch 1 -Ply 1 262.69 28.00 2 255.37 52.00 1 08'00"00 T38 COMN 4.00/12 Pitch 1 -Ply 1 358.57 110.00 2 922.85 254.00 1 02'06"00 T39 COMN 4.00/12 Pitch 1 -Ply 1 173.69 50.00 2 214.86 59.00 4 13'08"08 T40 COMN 4.00/12 Pitch 1 -Ply 1 447.50 48.00 2 440.22 89.00 2 13'08"08 T40A COMN 4.00/12 Pitch 1 -Ply 1 443.86 39.00 2 443.86 98.00 1 13'08"08 T41 COMN 4.00/12 Pitch 1 -Ply 1 1825.82 48.00 2 440.22 89.00 1 13'08"08 T42 COMN 4.00/12 Pitch 1 -Ply 1 443.86 47.00 Page 5 of 7 Job#DELORETORESIDENCE BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 1 03'11"12 F09 SY42 0.00/12 Pitch 1 -Ply 1 319.21 0.00 2 333.11 0.00 2 10'00"00 F10 SY42 0.00/12 Pitch 1 -Ply 1 1166.34 0.00 2 559.66 0.00 1 10'00"00 F11 SY42 0.00/12 Pitch 1 -Ply 1 537.50 0.00 2 537.50 0.00 2 04'04"08 F12 SY42 0.00/12 Pitch 1 -Ply 1 228.12 0.00 2 228.12 0.00 1 10'00"08 F13 SY42 0.00/12 Pitch 1 -Ply 1 542.48 0.00 2 546.68 0.00 1 15'02"08 FGE01 SY42GABL 0.00/12 Pitch 1 -Ply 1 1647.92 0.00 1 05'05"08 FGE02 SY42GABL 0.00/12 Pitch 1 -Ply 1 575.42 0.00 1 05'11"00 FGE03 SY42GABL 0.00/12 Pitch 1 -Ply 1 625.83 0.00 1 04'04"08 FGE04 SY42GABL 0.00/12 Pitch 1 -Ply 1 456.25 0.00 1 16'11"00 FGE05 SY42GABL 0.00/12 Pitch 1 -Ply 1 70.00 0.00 2 1269.05 0.00 3 314.37 0.00 4 182.41 0.00 1 03'11"00 FGE06 SY42GABL 0.00/12 Pitch 1 -Ply 1 405.83 0.00 1 04'02"00 FGE07 SY42GABL 0.00/12 Pitch 1 -Ply 1 433.33 0.00 Total of Trusses 296 Maximun Height 09'03"05 Page 7 of 7 - -�� - .. . . . ----- . . . . - mƒ .. 1 . 011> :077 n §§ 9 ƒ > 25 .Q / 2 3 TYP IT m A 04 2a @ 4. ? . a). . / / G 2 m 0 i Q 2 2 Cl) k0 / §! 2 / / ]� 2 ^ ' Mco M ? �\ S - R c 00 7 . ` � ;® f m ` / O 0 3 0 §/ q ? % � -4 � 2Z 1§ Cl) 9 3 \ o > / f D D k(0� M » agk 22 � n J 5 2@ 2 2 5 2 §2 O m ® % _ / _ $ %0 cn � ~ M � X M NJ M O@ SOS 2O3 00 / C 00 » 0 / » 0 / o] - ? 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D nm o p r D � m r � m O 0 ccoo < ;p o C) DOD m0 m y C O Z m m < vs y rm 0 0 _ _ Z � cnN m 00 20 ' a —� T D Cnr 0 = � Z7 On mo ix O 00 z = o � > O m W = � D D C tv n • n C/) m DeloretoResidence Ply:1 SEON:17213/T122/SY42 CUSTOM Oty:4 FROM: DRW: FOl Wgt:82.6lbs / ... 05/28/15 (TYP) 1111' C3 =jX8 IIILX3 =Y3 IIILX3 =V8 III1�3 T 3"a L 1 10'x'2 =3X8 =3X8 =4X4[11] 3X8 J I H 15'2"8 Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.212 D 847 360 K 838 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.331 D 542 240 H 823 / BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.032 H - - K Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.050 H H Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing K Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.400 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.779 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.501 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 D-E 0 -2259 I:NA GCpi:NA Plate Type(s): B-C 0-2327 E-F 0 -2259 Wind Duration:NA WAVE VIEW Ver:14.03.01G.0122.23 C-D 0-2327 F-G 0 0 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail Maximum Bot Chord Forces Per Ply(Ibs) Top chord 4x2 SP#2 STRBRIBRIO14 for bracing and bridging Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#2 recommendations. K-J 1447 0 I-H 1308 0 Webs 4x2 SP#3 Truss must be installed as shown with top chord up. J-1 2570 0 Lumber value set"13B"uses design values The overall height of this truss excluding overhang is approved 1/30/2013 by ALSC 1-4-0. Maximum Web Forces Per Ply(Ibs) Plate Shift Table Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord L-K 0 -10 D-1 0 -344 No Size Shift Bite No Size Shift Bite A-K 0 -106 E-1 0 -249 [11] 4X4 1.25 R 1.25 K-B 0-1608 I-F 1051 0 B-J 973 0 F-H 0 -1491 Purlins C-J 0 -246 G-H 0 -86 In lieu of structural panels or rigid ceiling use purlins J-D 0 -269 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.25 15.21 BC 120 0.25 15.21 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,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 �APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:1 SEAN:17604/T59/SY42 CUSTOM Qty: 3 FROM: DRW: F04 Wgt:95.2lbs / ... 05/28/15 2'6" (TYP) g --4X4 111A4 4 111q4 8 IIICC4 pX3 111EX4 FX8 111G4 T 378 o 1 10'1"2 3X8 =3X8 =4X8 N M L K J 112X4 =3X8 16'9"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pr in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.246 D 795 360 N 911 /- /- /- I- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.385 D 508 260 J 911 /- /_ /_ /_ /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.033 K - - N Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.052 K J Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings N&J Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.238 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.576 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.558 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 E-F 0 -2871 I:NA GCpi:NA Plate Type(s): B-C 0-2632 F-G 0 -736 Wind Duration:NA WAVE VIEW Ver:14.03.01G.0122.23 C-D 0-2632 G-H 0 -736 Lumber D-E 0-2871 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 4x2 SP M-30 Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP M-30 Webs 4x2 SP#3 N-M 1597 0 L-K 2078 0 Lumber value set"136"uses design values M-L 3029 0 K-J 0 -1 approved 1/30/2013 by ALSC Purlins Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: O-N 0 -10 E-L 0 -251 Chord Spacing(in oc) Start(ft) End(ft) A-N 0 -106 L-F 877 0 TC 24 0.25 16.54 N-B 0-1775 F-K 0 -1483 BC 120 0.25 16.54 B-M 1144 0 G-K 0 -226 Apply purlins to any chords above or below fillers C-M 0 -245 K-H 1171 0 at 24"OC unless shown otherwise above. M-D 0 -439 H-J 0 -876 End Vertical Attachment D-L 0 -174 J-1 0 -48 Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. 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 1-4-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray 0111311111111110.L%—JM PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:1 SEQN:17608/T65/SY42 CUSTOM Qty: 8 FROM: DRW: FOJ Wgt:95.2lbs / ... 05/28/15 �—2'6" (T'P) q g C p E F G =4X4 r 1112X4 =3X8 1112X4 =3X3 1112X4 =3X8 1112X4 H —T 3:.8 O I 10'1"2 3X8 =3Z =4X8 N M L K J =3X8 1112X4 16'9"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL 1W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.246 D 795 360 N 911 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.385 D 508 260 J 911 /_ /_ /_ /_ /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.033 K - - N Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.052 K J Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings N&J Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.238 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.576 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.558 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 E-F 0 -2871 I:NA GCpi:NA Plate Type(s): B-C 0-2632 F-G 0 -736 Wind Duration:NA WAVE VIEW Ver:14.03.01G.0122.23 C-D 0-2632 G-H 0 -736 Lumber D-E 0-2871 Value Set:13B(Effective 6/1/2013) Top chord 4x2 SP M-30 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 4x2 SP M-30 Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 N-M 1597 0 L-K 2078 0 Lumber value set"1313"uses design values M-L 3029 0 K-J 0 -1 approved 1/30/2013 by ALSC Purlins Maximum Web Forces Per Ply(Ibs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: O-N 0 -10 E-L 0 -251 Chord Spacing(in oc) Start(ft) End(ft) A-N 0 -106 L-F 877 0 TC 24 0.12 16.42 N-B 0-1775 F-K 0 -1483 BC 120 0.12 16.42 B-M 1144 0 G-K 0 -226 Apply purlins to any chords above or below fillers C-M 0 -245 K-H 1171 0 at 24"OC unless shown otherwise above. M-D 0 -439 H-J 0 -876 End Vertical Attachment D-L 0 -174 J-1 0 -48 Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. 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 1-4-0. 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 �APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:1 SEQN:17184/T62/SY42 CUSTOM Qty: 1 FROM: DRW: FO$ Wgt:28.0 lbs I ... 05/28/15 2'6" i 1'4"8 1112X4 =3X3 1111X3 A B C TF v 1 10'1"2 3X3 E D =4X 4'1„$ 4'3" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.005 B 999 360 E 479 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.011 B 999 240 D 241 / - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 D - - E Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.002 D D Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing E Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.446 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.422 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.084 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 -39 B-C 0 0 I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ve,14 03 01G.01-22.23 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 E-D 229 0 Top chord 4x2 SP#2 manufacturer tested capacities and calculations. Bot chord 4x2 SP#2 Conditions may exist that require different Webs 4x2 SP#3 connections than indicated.Refer to manufacturer Maximum Web Forces Per Ply(Ibs) publication for additional information. Webs Tens.Comp. Webs Tens. Comp. Lumber value set 13 by uses design values Bearing at location x=4' 10'1"2 uses the following approved 1/30/2013 by ALSC g y= g E-A 0 -298 B-D 0 -294 support conditions: E-B 0 -208 C-D 0 -36 Special Loads Bearing D (4',10'1"2)THA422 F-E 0 -77 Lumber Dur.Fac.=1.001 Plate Dur.Fac.=1.00 Supporting Member:(1)4x2 SP#2 ----(Lumber ) (2)0.162"x3.5"nails into supporting TC-From 100 plf at 0.12 to 100 plf at 4.25 member, BC-From 10 plf at 0.00 to 10 plf at 4.25 (4)0.148"x1.5"nails in flange and TC- 265 Ib Conc.Load at 0.12 (6)0.148"x3"nails into supported member. Purlins In lieu of structural panels or rigid ceiling use purlins Additional Notes 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 4.1313 BC 51 -0.12 4.13 1-4-0. Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:1 SEQN:17207/T37/SY42 CUSTOM Qty: 1 FROM: DRW: F0Q Wgt:26.6lbs / ... 05/28/15 �—2'6" 1'2"12 -� 1112n`X4[O] =46X4 1112X4[31 10'1"2 3X3 E D 3X3 3'11"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 1W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.013 B 999 360 E 319 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.020 B 999 240 D 333 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.002 D - - E Min Brg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL): 0.003 D D Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing D Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.545 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.214 Maximum Top Chord Forces Per Ply(Ibs) Spacing:16.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.136 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 B-C 0 0 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 Additional Notes Chords Tens.Comp. Value Set:13B(Effective 6/1/2013) Truss must be installed as shown with top chord up. E-D 441 0 Top chord 42 SP#2 The overall height of this truss excluding overhang is Bot chord 42 SP#2 1-4-0. Maximum Web Forces Per Ply(lbs) Webs 4x2 SP#3 Webs Tens.Comp. Webs Tens. Comp. Lumber value set"138"uses design values approved 1/30/2013 by ALSC A-E 0 -120 B-D 0 -577 E-B 0 -481 C-D 46 -4 Special Loads -----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 33 plf at 0.00 to 33 plf at 3.98 BC-From 3 plf at 0.00 to 3 plf at 3.98 TC- 241 Ib Conc.Load at 1.52 TC- 265 Ib Conc.Load at 2.52 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [0] 2X4 S 2.50 [3] 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 -0.12 3.85 BC 48 -0.12 3.85 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 DeloretoResidence Ply:1 SEQN:17622/T82/SY42 CUSTOM Qty: 1 FROM: DRW: F1l Wgt:56.01bs / ... 05/28/15 �- 2'6" 1'10"8 ---� (TYP) III 1X3 =36X4 11111X3 =3pX4 1111X3 38 JF v 10'1"2 4X5 =4X5 H =4X5 10' Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.057 C 999 360 1 537 /- /- /- !- /5.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.090 C 999 240 G 537 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.009 G - - I Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.013 G G Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings I&G Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.400 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.501 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.255 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 C-D 0 -1075 I:NA GCpi:NA Plate Type(s): B-C 0-1075 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 1-H 828 0 H-G 677 0 Bot chord 4x2 SP#2 Webs 4x2 SP#3 Maximum Web Forces Per Ply(Ibs) Lumber value set"1313"uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC J-1 0 -10 H-D 440 0 Purlins A-1 0 -106 D-G 0 -807 In lieu of structural panels or rigid ceiling use purlins I-B 0 -920 E-G 0 -74 to laterally brace chords as follows: B-H 274 0 G-F 0 -8 Chord Spacing(in oc) Start(ft) End(ft) C-H 0 -248 TC 24 0.12 9.63 BC 114 0.12 9.63 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face:or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 �APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:1 SEAN:17610/T72/SY42 CUSTOM Qty: 1 FROM: DRW: F13 Wgt:57.4lbs .. / ... 05/28/15 2,6„ 1'9" (TYP) 3X4[5] 1112X4 =3X3 1111X3 =3X4 1111X3 AB C D E F G H a 11'2"2 T ] - v 10'1"2 3X4 =-4X5 K J =-4X5 10'0"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(I-Q: 0.070 E 999 360 A 542 /- /- /- /- /3.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.109 E 999 240 1 547 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.008 F - - A Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):-0.012 F I Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing A is a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.471 Bearing I Fcperp=565psi. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.514 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.283 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): I A-B 0 0 D-E 0 -1102 Wind Duration:NA WAVE I VIEW Ver:14.03.01G.0122.23 B-C 16 0 E-F 0 -1102 Lumber Additional Notes C-D 39 0 F-G 1 0 Value Set:13B(Effective 6/1/2013) See detail STRBRIBR1014 for bracing and bridging Top chord 4x2 SP#2 Maximum Bot Chord Forces Per P bs recommendations. b(lbs) Bot chord 4x2 SP#2 Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 The overall height of this truss excluding overhang is K-J 911 0 J-1 658 0 Lumber value set"13B"uses design values 0-3-0. approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Plate Shift Table Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord K-B 449 0 J-F 491 0 No Size Shift Bite No Size Shift Bite K-D 0-1021 F-I 0 -800 [5] 3X4 2.25 L 1.25 D-J 211 0 G-1 0 -67 E-J 0 -243 I-H 0 -8 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -0.12 9.67 BC 114 0.17 9.67 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire 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 DeloretoResidence Ply:2 SEQN:17639/T22/FLAT CUSTOM Qty: 1 FROM: DRW: FGQ2 Wgt:186.2lbs / ... 05/28/15 3'5"14 6'81 10' 13'3"2 16'9" f 3'5"14 1 3'2"2 T 3'3"1 5 T 3'3"2 T 3'5"14 A6X8[1] =5X7(*') 1112CX4 8X8 =4X8[14] =6X8[1F6] T 1 10'1"2 L =5X7 [4] =H0612(I) 1 62 =5X7[151 1114XW 1114X4 3'0"2 1 3'8"14 3'611 =4X8[13] 3'5"2 3'0"2 3'0"2 1 6'9" 10'311 11 13'8"14 16'9" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.194 D 999 240 L 2722 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.524 D 383 200 G 2722 /_ /_ /_ /_ /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.027 G - - L Min Brg Width Req= 1.6 Des Ld: 55.00 EXP:NA HORZ(TL):0.074 G G Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings L&G Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.449 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.816 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.944 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A_B 0-3271 D-E 0 -5257 I:NA GCpi:NA Plate Type(s): B-C 0-5479 E-F 0 -3276 Wind Duration:NA WAVE,HS VIEW Ver:14.03.01G.0122.23 C-D 0-5479 Lumber Plate Shift Table Value Set:13B(Effective 6/1/2013) JT Plate Lateral Chord JT Plate Lateral Chord Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x6 SP SS Dense No Size Shift Bite No Size Shift Bite Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP M-30:B2 2x4 SP M-31: Ill 6X8 S 1.25 [4] 5X7 3.25 R 1.50 L-K 87 0 I-H 3767 0 Webs 2x6 SP#2:W2,W10 2x4 SP#2: [13] 4X8 S 1.25 [14] 4X8 S1.25 K-J 3762 0 H-G 88 0 04,W6,W8 2x4 SP#3: [15] 5X7 325 L 1.50 [16] 6X8 S 1.25 J-I 5485 0 Lumber value set"1313"uses design values Purlins approved 1/30/2013 by ALSC In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per Ply(lbs) ) Nailnote to laterally brace chords as follows: Webs Tens.Comp. Webs Tens. Comp. Chord Spacing(in oc) Start(ft) End(ft) A-L 0-1320 D-1 0 526 Nail Schedule:0.131"x3",min.nails TC 24 0.00 16.75 Top Chord:1 Row @ 8.00"o.c. BC 120 0.00 16.75 A-K 3339 0 I-E 1567 0 Bot Chord:1 Row @12.00"o.c. Apply purlins to any chords above or below fillers K-B 0-1138 E-H 0 -1136 Webs :1 Row @ 4"o.c. at 24"OC unless shown otherwise above. B-J 1794 0 H-F 3344 0 Use equal spacing between rows and stagger nails The TC of this truss shall be braced with attached C-J 0 -488 F-G 0 -1318 in each row to avoid splitting. spans at 24"OC in lieu of structural sheathing. J-D 4 -5 Special Loads Additional Notes ----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 315 plf at 0.00 to 315 plf at 16.75 Truss must be installed as shown with top chord up. BC-From 10 plf at 0.00 to 10 plf at 16.75 The overall height of this truss excluding overhang is 1-4-0. Plating Notes (1)-plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance,and/or zero Positioning Tolerance. (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer 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 DeloretoResidence Ply:3 SEQN:17281/T52/FLAT CUSTOM Qty: 1 FROM: DRW: FGBS Wgt:140.0lbs / ... 05/28/15 2'3"12 4'6"8 7'1" 2'3"12 12'2"12 2'6"8 A=4X5 1 III 213X4 =3C TX8 =4X8[8L U BL1 10'1"2 H =6X10[5] G F III 5X5[11] E IV 3X4 2'2"122'91-4 =4X8[7] 2'1" 2'2"12 1 5' '+ 7'1" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.035 C 999 240 H 3619 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.071 C 999 180 E 9166 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.007 E - - H Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.015 E E Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings H&E Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.623 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.896 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.644 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA It FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0-2051 C-D 0 -2188 I:NA GCpi:NA Plate Type(s): B-C 0-2051 Wind Duration:NA WAVE VIEW Ver:14.03.01 G.01 22.23 Lumber Purlins Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Chords Tens.Comp. Chords Tens. Comp. Top chord 2x6 SP SS Dense to laterally brace chords as follows: H-G 54 0 F-E 115 0 Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) G-F 2666 0 Webs 2x6 SP#2:W2,W6 2x4 SP#2: TC 24 0.00 7.08 :W4 2x4 SP#3: BC 85 0.00 7.08 Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(lbs) Lumber value set"1313"uses design values at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC The TC of this truss shall be braced with attached spans at 24"OC in lieu of structural sheathing. A-H 0-1182 -F 0 -1109 Nailnote A-G 2162 0 F F-D 2282 0 Nail Schedule:0.131"x3",min.nails Bearing Block(s) G-C 0 -669 D-E 0 -3011 Top Chord:2 Rows @ 2.00"o.c.(Each Row) B-G 0 -562 Bot Chord:1 Row @12.00"o.c. Brg blocks:0.131"x3",min.nails Webs :1 Row @ 4"o.c. brg x-loc #blocks length/blk #nails/blk wall plate Repeat nailing as each layer is applied.Use equal 2 6.792' 1 12" 4 SP Standard spacing between rows and stagger nails in each row Brg block to be same size and species as chord. to avoid splitting. Refer to drawing CNNAILSP1014 for more information. Special Loads Additional Notes ----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Truss must be installed as shown with top chord up. TC-From 200 plf at 0.00 to 200 plf at 7.08 The maximum concentrated load is 7779# BC-From 10 plf at 0.00 to 10 plf at 7.08 The overall height of this truss excluding overhang is TC-1835 Ib Conc.Load at 1.33 1-4-0. TC- 842 lb Conc.Load at 3.33,5.33 TC-7779 Ib Conc.Load at 6.42 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite Ill 4X5 3.25 R 1.25 [5) 6X10 3.25 L 1.25 [7] 4X8 S 1.25 [8] 4X8 S 1.25 [11] 5X5 S 2.75 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 �APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:1 SEQN:17576/T79/SY42 CUSTOM Qty: 1 FROM: DRW: FGE02 Wgt:33.61bs / ... 05/28/15 1,1.. 1,2„8--I 1'2"8--1 �- A B C D E TF 'v 101 2 1112X4 J 5'S"8 H 111244 5'5"8 -I 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 Udell U# Loc R /U /Rw /Rh /RL 1W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 E 999 360 K' 105 /- /- /- /- /65.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 E 999 240 K Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 E - - Bearing K Fcperp=565psi. Des Ld: 55.00 EXP:NA HORZ(TL): 0.000 E - - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.165 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.031 A-B 0 0 C-D 0 0 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.032 B-C 0 0 D-E 0 0 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.0122.23 Chords Tens.Comp. Chords Tens. Comp. Lumber Additional Notes K-J 0 0 I-H 0 0 Value Set:13B(Effective 6/1/2013) Truss must be installed as shown with top chord up. J-1 0 0 H-G 0 0 Top chord 4x2 SP#3 The overall height of this truss excluding overhang is Bot chord 4x2 SP#3 1-4-0. Maximum Web Forces Per Ply(Ibs) Webs 4x2 SP#3 Webs Tens.Comp. Webs Tens. Comp. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC L-K 0 -9 E-G 0 50 A-K 0 -50 G-F 0 -9 Bracing Sheathing is required for any longitudinal(drag) Maximum Gable Forces Per Ply(Ibs) forces.All connections to be designed by the building Gables Tens.Comp. Gables Tens. Comp. designer. B-J 0 -138 D-H 0 -138 Fasten rated sheathing to one face of this frame. C-1 0 -132 Plating Notes All plates are 1X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.12 5.08 BC 59 0.12 5.08 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1” Crown(minimum),1-1/2"length wire 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 fAPVEX Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:1 SEAN:17580/T71/SY42 CUSTOM Qty: 1 FROM: DRW: FG.E.04 Wgt:30.8lbs / ... 05/28/15 f-- 1'1 1'2"8 1'2"8--{ A B C Ip2X4 J E 'v 10'1"2 11112X4 H 4'4"8 G F 3X4 4'4"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: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 C 999 360 1' 104 /- /- /- /- /52.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 C 999 240 1 Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 D - - Bearing I is a rigid surface. Des Ld: 55.00 EXP:NA HORZ(TL): 0.002 D NCBCLL:10.00 Mean Height:NA ft 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: 0.186 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.031 A-13 1 0 C-D 1 0 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.015 B-C 1 0 C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: 1:NA GCpi:NA Plate Type(s): Maximum Bot Chord Forces Per Ply fibs) Wind Duration:NA WAVE VIEW Ver:14.03.016.0122.23 Chords Tens.Comp. Chords Tens. Comp. Lumber Additional Notes I-H 0 1 G-F 0 -1 Value Set:13B(Effective 6/1/2013) Truss must be installed as shown with top chord up. H-G 0 1 Top chord 4x2 SP#3 The overall height of this truss excluding overhang is Bot chord 4x2 SP#3 1-4-0. Maximum Web Forces Per Ply(Ibs) Webs 4x2 SP#3 Webs Tens.Comp. Webs Tens. Comp. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC J-1 0 -8 D-F 0 -67 A-1 0 -52 F-E 0 -12 Bracing Fasten rated sheathing to one face of this frame. Maximum Gable Forces Per Ply(lbs) Plating Notes Gables Tens.Comp. Gables Tens. Comp. All plates are 1X3 except as noted. B-H 0 -135 C-G 0 -145 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.12 3.87 BC 45 0.12 3.87 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face,or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:1 SEAN:17585/T83/SY42 CUSTOM Qty: 1 FROM: DRW: FGIr05 Wgt:91.0 lbs Page 2 of 2 / ... 05/28/15 G-W 0 -133 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 DeloretoResidence Ply:1 SEAN:17290 I T80/SY42 CUSTOM Qty: 1 FROM: DRW: FGE07 Wgt:26.611 / ... 05/28/15 �--1'2"8 1'2"8 A B C D � E "v 10'1"2 I H G F 11112X4 4'2" 1112X4 4'2" _I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl Lt# Loc R /U /Rw /Rh /RL 1W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LQ: 0.000 D 999 352 1' 104 /- /- /- /- 150.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 D 999 240 1 Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 B - - Bearing I Fcperp=565psi. Des Ld: 55.00 EXP:NA HORZ(TL): 0.001 B - - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(lbs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.191 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.034 A-B 0 0 C-D 0 0 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.013 B-C 0 0 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 Additional Notes I-H 0 0 G-F 0 0 Value Set:13B(Effective 6/1/2013) Truss must be installed as shown with top chord up. H-G 0 0 Top chord 4x2 SP#3 The overall height of this truss excluding overhang is Bot chord 4x2 SP#3 1-4-0. Maximum Web Forces Per Ply(lbs) Webs 42 SP#3 Webs Tens.Comp. Webs Tens. Comp. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC J-I 0 -9 D-F 0 47 A-I 0 -56 F-E 0 -9 Bracing Fasten rated sheathing to one face of this frame. Maximum Gable Forces Per Ply(Ibs) Gables Tens.Comp. Gables Tens. Comp. Plating Notes B-H 0 -147 C-G 0 -130 All plates are 1X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.12 3.79 BC 44 0.12 3.79 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:1 SEQN:17201/T44/HIP_ CUSTOM Qty: 2 FROM: DRW: HJ02 Wgt:35.0lbs / ... 05/28/15 7'6"2 9110,11 T 2 2'3"15 12 C 2.83 p 23'1"7 k2X4 B o� N 2X4(A1)A T 20'T 3X4 D 9'7"9 9'7"9 9 "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 Udefl U# Loc R l U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.013 D 999 240 A 313 /114 /- /- /- /4.9 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.027 D 999 180 D 517 /209 /- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.011 D - - C -97 /- /49 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.023 D Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:22.25 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.772 D Min Brg Width Req= - S Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.516 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.334 Bearing A Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0122.23 Lumber A-B 279 -499 B-C 11 -23 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Bot chord 2x4 SP M-30 Chords Tens.Comp. Webs 2x4 SP#3 A-D 468 -255 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Special Loads Webs Tens.Comp. -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) B-D 339 -596 TC-From 2 plf at 0.00 to 2 plf at 9.84 BC-From 2 plf at 0.00 to 2 plf at 9.84 TC- 46 Ib Conc.Load at 1.52 TC- 149 Ib Conc.Load at 4.35 TC- 248 Ib Conc.Load at 7.18 BC- 26 Ib Conc.Load at 1.52 BC- 84 Ib Conc.Load at 4.35 BC- 141 Ib Conc.Load at 7.18 Purlins In lieu of structural panels or rigid ceiling use pur ins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 9.84 BC 75 0.15 9.71 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Additional Notes The overall height of this truss excluding overhang is 2-9-15. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAP E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:1 SEQN:17294/T29/HIP_ CUSTOM Qty: 1 FROM: DRW: HJ 04 Wgt:16.8lbs / ... 05/28/15 12 2.83 o B 22'1'A N 2M(A1) A 20'7" C 516"7 516"7 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):NA A 126 /37 /- /- /- /7.8 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 82 /- /3 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 C B 129 /82 /- /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.010 C Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:21.75 ft Code I Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit* 2.00 1.25 P 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.425 C Min Brg Width Req= - Load Duration: 3.0 sf TPI Std: 2007 Max BC CSI: 0.272 B Min Brg Width Req= -Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 Bearing A Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0122.23 Lumber A-B 30 -19 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum CuhordsT nstrd Forces Per Ply(Ibs) Comp Bot chord 2x4 SP#2 Lumber value set"l 3B"uses design values A-C 0 0 approved 1/30/2013 by ALSC Special Loads ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 2 plf at 0.00 to 2 plf at 5.54 BC-From 2 plf at 0.00 to 2 plf at 5.54 TC- 46 Ib Conc.Load at 1.52 TC- 149 Ib Conc.Load at 4.35 BC- 26 Ib Conc.Load at 1.52 BC- 84 Ib Conc.Load at 4.35 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 5.54 BC 65 0.15 5.54 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Additional Notes The overall height of this truss excluding overhang is 1-9-12. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAPE6X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:1 SEAN:17230/T49/HIP_ CUSTOM Qty: 1 FROM: DRW: HJ06 Wgt:58.8 lbs Page 1 of 2 I ... 05/28/15 12 2.83 B 29'6"7 :3X3A W4 r u' o (a) iv F- rn W2 21'7" G 1 E D 4X4 20'7" F C 1"8 37'13 1 1'6"6 "8 3'9"5 63"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 Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.020 F 999 240 G 115 /- /74 /- /165 /1.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.057 F 999 180 C 73 /83 /- /- / /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.009 F - - B 58 /55 /- /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.026 F Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:29.22 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.391 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.216 Chords Tens.Comp. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.167 A-B 10 -16 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0122.23 Chords Tens.Comp. Chords Tens. Comp. Lumber Plating Notes G-E 0 -82 E-D 26 -77 Value Set:13B(Effective 6/1/2013) All plates are 2X4 except as noted. F-C 0 -21 Top chord 2x4 SP#2 Purlins Bot chord 2x4 SP#2 Maximum Web Forces Per Ply(Ibs) Webs 2x6 SP#2:W2,W4 2x4 SP#3: In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. Lumber value set"13B"uses design values to laterally brace chords as follows: approved lues 013 by ALSC Chord Spacing(in oc) Start(ft) End(ft) A-G 0 -62 D-B 6 -13 TC 24 0.00 5.18 A-D 135 0 D-C 88 -39 Bracing BC 62 0.00 5.18 F-E 17 -3 g Apply purlins to any chords above or below fillers (a)Continuous lateral restraint equally spaced on at 24"OC unless shown otherwise above. member. Wind Special Loads Wind loads and reactions based on MWFRS. ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Left end vertical exposed to wind pressure. BC-From 2 plf at 0.00 to 2 plf at TC-From 2 plf at 0.00 to 2 plf at 5' 4.89.18 Deflection meets U240 criteria for brittle and flexible BC-From 2 plf at 4.89 to 2 plf at 5.18 wall coverings. TC- 103 Ib Conc.Load at 2.52 Right end vertical not exposed to wind pressure. BC- 56 Ib Conc.Load at 2.52 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rAP X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:1 SEAN:17221/T47/HIP_ CUSTOM Qty: 1 FROM: DRW: HJ97 Wg1:33.6lbs / ... 05/28/15 12 2.83 E::--- B --EV9 6 7 1112X4 A r u' HB 5'0"14 0 6) 207' 1112X4 D C 1"8 5'6"6 "8 57'14 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):-0.001 A 999 240 D 123 /57 /- /- /- /1.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 A 999 180 C 83 /- /12 /- /94 /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 A - - B 62 /28 /- /- /94 /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.001 A Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:29.18 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 201 ORES Max TC CSI: 0.450 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.284 Chords Tens.Comp. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.194 A-B 107 -13 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0122.23 Chords Tens.Comp. Lumber Purlins D-C 94 0 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Top chord 2x4 SP#2 to laterally brace chords as follows: Maximum Web Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) Webs 2x6 SP#2 TC 24 0.00 5.53 Webs Tens.Comp. BC 66 0.00 5.53 A-D 69 -58 Lumber value set"1313"uses design values Apply purlins to any chords above or below fillers approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Special Loads Additional Notes ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) The overall height of this truss excluding overhang is TC-From 2 plf at 0.00 to 2 plf at 5.53 9-2-15. BC-From 2 plf at 0.00 to 2 plf at 5.53 TC- 110 Ib Conc.Load at 2.87 BC- 60 Ib Conc.Load at 2.87 Wind Wind loads and reactions based on MWFRS. Left end vertical exposed to wind pressure. Deflection meets U240 criteria for brittle and flexible wall coverings. 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 VEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:1 SEAN:17267/T71 HIP_ CUSTOM Qty: 1 FROM: DRW: HJ09 Wgt:35.0lbs ! ... 05/28/15 7'6"2 9110"1 7'6^2 2'3"15 C 2.83 2 12'7"9 2X4 B m N 2X4(A1)A s 2 10'1"2 2X4 D 97'13 „� 97'13 9 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): 0.013 D 999 240 A 313 /76 /- /- /- /7.8 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.027 D 999 180 D 517 /143 /- !- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.011 D - - C -97 /- /35 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.023 D Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 TCDL:4.2 sf Bldg Code: FBC 2010 RES Max TC CSI: 0.772 D Min Brg Width Req= Soffit: 2.00 P g C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.516 Bearing A Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.334 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:14.03.016.0122.23 A-B 201 -499 B-C 8 -23 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Bot chord 2x4 SP M-30 Webs 2x4 SP#3 A-D 468 -183 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Special Loads --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) B-D 245 -596 TC-From 2 plf at 0.00 to 2 plf at 9.84 BC-From 2 plf at 0.00 to 2 plf at 9.84 TC- 46 Ib Conc.Load at 1.52 TC- 149 Ib Conc.Load at 4.35 TC- 248 Ib Conc.Load at 7.18 BC- 26 Ib Conc.Load at 1.52 BC- 84 Ib Conc.Load at 4.35 BC- 141 Ib Conc.Load at 7.18 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 9.84 BC 75 0.15 9.71 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Additional Notes The overall height of this truss excluding overhang is 2-9-15. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rAP X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:1 SEAN:17217/T42/JACK CUSTOM Qty: 8 FROM: DRW: J04, Wgt:4.2lbs / ... 05/28/15 12 4 [:::� B 3X4B1 21'1"13 Lr) o C 1' 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 Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 36 /9 /15 I- /14 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 13 /- /5 /- !- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 C B 23 118 /8 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.000 C Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:21.27 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.030 C Min Brg Width Req= Soffit: 2.00 P g B Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.009 Bearing A Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:14.03.016.0122.23 A-B 7 -19 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#3 Chords Tens.Comp. Bot chord 2x4 SP#3 Lumber value set"'I 3B"uses design values A-C 0 0 approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use pur ins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 1.00 BC 9 0.11 1.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 0-10-5. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rAP X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:1 SEAN:17213/T45/EJAC CUSTOM Qty: 12 FROM: DRW: J07, Wgt:21.0lbs / ... 05/28/15 B 12 23'1"13 4 0 CV 3X4(B1)A T 207' C 7' 7' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loo Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 230 /86 /98 I- /105 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 99 /- /37 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.013 C B 174 /129 /61 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.025 C Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:22.27 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.707 C Min Brg Width Req= - BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.404 B Min Brg Width Req= . Load Duration:1.25 P Bearing A Fcperp=565psi Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:14.03.016.0122.23 Lumber A B 55 80 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Bot chord 2x4 SP#2 Lumber value set"1313"uses design values A-C 0 0 approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.00 BC 75 0.11 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-10-5. 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 DeloretoResidence Ply:1 SEAN:17253/T87/EJAC CUSTOM Qty: 5 FROM: DRW: J08 Wgt:17.51' / ... 05/28/15 i 2,2"12 i 5' i r 2'2"12 2'9"4 i 12 C 4D T T �22'5"13 1112X B LO Eq 3X4(81 HB 2'6"8 N A LJ 20'7„ E D 2, 7112X4 77,12 "1 i 2'9"4 i r 2,2„12 r 5, i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Def11CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.044 E 674 120 E 318 /111 1200 /- /58 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.102 E 289 90 D 9 /24 /23 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.018 C - - C 51 /35 /8 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.043 C Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:21.94 ft Code I Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.410 D Min Brg Width Req= - BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.300 C Min Brg Width Req= Load Duration:1.25 Spacing:24.0” MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.039 Bearing E Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0122.23 A-B 78 -114 B-C 16 -40 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#3 Webs 2x6 SP#2 A-E 127 -42 E-D 0 0 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Purlins In lieu of structural panels or rigid ceiling use purlins B-E 243 -231 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 5.00 BC 60 0.00 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 2-2-5. 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 DeloretoResidence Ply:1 SEAN:17255/T96/JACK CUSTOM Qty: 1 FROM: DRW: J094 Wgt:23.8lbs / ... 05/28/15 12 4 B 28'10"13 1112X4 A M � HB 1'6"8 M oro 20'7" D 1112XX44 C 2' 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):-0.000 A 999 192 D 65 /61 /71 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.001 A 999 180 C 30 /- /10 I- /133 /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 A - - B 55 /54 /38 /- /144 /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.001 A Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:28.86 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.122 C Min Brg Width Req= _ BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.058 B Min Brg Width Req= Load Duration:1.25 P Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.379 Bearing D Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0122.23 Lumber Wind A B 233 168 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C member design. Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#3 Chords Tens.Comp. Bot chord 2x4 SP#3 Left end vertical exposed to wind pressure. Webs 2x6 SP#2 Deflection meets U240 criteria for brittle and flexible D-C 193 -177 Lumber value set"'I 3B"uses design values wall coverings. approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Purlins In lieu of structural panels or rigid ceiling use purlins A-D 141 -61 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(fl) 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. Additional Notes The overall height of this truss excluding overhang is 8-7-5. 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 DeloretoResidence Ply:1 SEAN:17264/T67/EJAC CUSTOM Qty: 2 FROM: DRW: J19T Wgt:56.0lbs / ... 05/28/15 12 4 1112X46 29'6"13 3X3A W4 (a) o co W2 00 I II2X4 21'7" 1� p=4X4 1112X4[1] E 20'7" 1112X4 1112X4[8] F C "8 2'10"8 1 1'1" "8 3' 4'1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.008 F 999 240 G 130 /163 /221 /- /256 /1.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.022 F 999 180 C 56 /206 /189 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.011 B - - B 111 /89 /60 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.014 F Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:29.19 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.475 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.221 Chords Tens.Comp. Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.368 A-B 34 -62 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0122.23 Chords Tens.Comp. Chords Tens. Comp. Lumber Purlins G-E 118 -265 E-D 122 -257 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins F-C 0 -11 Top chord 2x4 SP#3 to laterally brace chords as follows: x4 SP#3 Chord Spacing(in oc) Start(ft) End(ft) Bot chord 2 Webs 2x6 x4 S :W2,W4 2x4 SP#3: TC 24 0.00 4.00 Maximum Web Forces Per Ply(Ibs) BC 48 0.00 4.00 Webs Tens.Comp. Webs Tens. Comp. Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers A-G 226 -339 D-B 27 -57 approved 1/30/2013 by ALSC at 24' OC unless shown otherwise above. A-D 507 -224 D-C 379 -182 Bracing Wind F-E 12 0 (a)Continuous lateral restraint equally spaced on Wind loads based on MWFRS with additional C&C member. member design. Plate Shift Table Left end vertical exposed to wind pressure. Deflection meets U240 criteria for brittle and flexible JT Plate Lateral Chord JT Plate Lateral Chord wall coverings. No Size Shift Bite No Size Shift Bite Right end vertical not exposed to wind pressure. [11 2X4 S 2.25 [81 2X4 S 2.75 Additional Notes The overall height of this truss excluding overhang is 8-3-5. 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 DeloretoResidence Ply:1 SEAN:17268/T88/JACK CUSTOM Qty: 1 FROM- J1 1A ROM:J11A Wgt:20.313s / ... 05/28/15 12 4 B A 28'10"13 1112X4 Cl) `" HB 1'3"8 M 0 21'7" D112X4 C 1"8 "o l7 119.. v'� 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):-0.000 A 999 180 D 57 /54 /62 /- /- /1-5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.000 A 999 180 C 26 /- /9 /- /117 /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 A - - B 48 147 /33 /- /126 /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.001 A Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:28.90 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:42 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.093 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.044 Chords Tens.Comp. Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.294 A-B 207 -150 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE I VIEW Ver:14.03.01G.0122.23 Chords Tens.Comp. Lumber Wind D-C 172 -158 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Top chord 2x4 SP#3 member design. Maximum Web Forces Per Ply(Ibs) Bot chord 2x4 SP#3 Left end vertical exposed to wind pressure. Webs Tens.Comp. Webs 2x6 SP#2 Deflection meets U240 criteria for brittle and flexible Lumber value set"l 3B"uses design values wall coverings. A-D 124 -53 approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 1.75 BC 21 0.00 1.75 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 7-7-5. 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 eAPIEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:1 SEON:17231 I T85/JACK CUSTOM Oty: 4 FROM: DRW: J12A Wgt:8.41bs / ... 05/28/15 12 4 B 10'11"15 1112X4 q T T r- M (V HB 1'8"8 o N Ll 9'1"2 1112X4 C 2' 2' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Lac R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(I-Q: 0.000 A 999 192 D 65 /23 /36 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 A 999 180 C 30 /- /10 /- !- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 A - - B 55 123 /24 /- /23 /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.000 A Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.161 C Min Brg Width Req= Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.058 B Min Brg Width Req= MWFRS Parallel Dist:0 to h/2 Re Factors Used:Yes Max Web CSI: 0.030 Bearing D Fcperp=565psi. Spacing:24.0" p C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:14.03.016.0122.23 A-B 38 -17 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#3 Chords Tens.Comp. Bot chord 2x4 SP#3 Webs 2x4 SP#3 D-C 0 0 Lumber value set"'I 3B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Purlins In lieu of structural panels or rigid ceiling use purlins A-D 102 -55 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. Additional Notes The overall height of this truss excluding overhang is 2-2-5. 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 DeloretoResidence Ply:1 SEAN:17233/T117/JACK CUSTOM Qty: 3 FROM: DRW: J13A Wgt:14.0lbs / ... 05/28/15 12 4 B 117'15 1112X4 A CO N CV TU) HB 3'8"8 SO 9'1"2 C III X4[ ] 4' 4' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.000 A 999 240 D 130 /47 /73 I- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 A 999 180 C 60 /- /20 I- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 A - - B 110 /45 /49 /47 /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.000 A Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code 1 Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.671 C Min Brg Width Req= BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.251 B Min Brg Width Req= Load Duration:1.25 P Bearing D Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.061 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:14.03 OlG 0122 23 A-B 76 -35 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#3 Chords Tens.Comp. Bot chord 2x4 SP#3 Webs 2x4 SP#3 D-C 0 0 Lumber value set"l 3B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord A-D 204 -110 No Size Shift Bite No Size Shift Bite (1) 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 4.00 BC 48 0.00 4.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-10-5. 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 DeloretoResidence Ply:1 SEAN:17504/T10!MONO CUSTOM Qty: 3 FROM. DRW: J15 Wgt:21.01bs / ... 05/28/15 12 1112X4 B 4 M ,T^ Y J N 3X4(61) 1112X4 C 5'10"8 5'10"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 194 /47 /102 /- /69 13.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 187 /72 /106 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 C Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.014 C A Min Big Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 C Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.734 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.437 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.160 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 It FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. GCpi:0.18 Plate Type(s): A-B 22 -76 Wind Duration:1.60 WAVE VIEW Ver:14.03.01 2.2 G.0123 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Top chord 2x4 SP#3 A-C 25 -19 Bot chord 2x4 SP#3 Webs 2x4 SP#3 Maximum Web Forces Per Ply(lbs) Lumber value set"1313"uses design values Webs Tens.Comp. approved 1/30/2013 by ALSC B-C 161 -144 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 5.87 BC 68 0.11 5.87 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 2-5-13. 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 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:1 SEAN:17252/T84/JACK CUSTOM Qty: 2 FROM: DRW: J16A Wgt:5.6 lbs I ... 05/28/15 12 4 B 1112X4A6: 107'15 LO LO co H B 8118 co aX 9'1112 1112X4 if C 1' Loading Criteria(psq Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.000 A 999 96 D 32 /10 /18 I- /- /5-5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 A 999 96 C 15 /- /5 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 A - - B 27 /11 /12 !- /11 /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.000 A Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.036 C Min Brg Width Req= BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.013 B Min Brg Width Req= Load Duration:1.25 P Bearing D Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.014 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0122.23 Lumber Additional Notes A-B 18 9 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#3 1-10-5. Chords Tens.Comp. Bot chord 2x4 SP#3 Webs 2x4 SP#3 D-C 0 0 Lumber value set"l 3B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Purlins In lieu of structural panels or rigid ceiling use purlins A-D 48 -27 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 1.00 BC 12 0.00 1.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. 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 DeloretoResidence pl y:1SEQN:17250/T86/JACK CUSTOM y: 2 FROM: DRW: J17A gt:11.21bs / ... 05128/15 12 4 F�7- B 11'3"15 1112X4 A co ZO (V N "O HB 2'8"8 ZO ILi 9'1"2 1112X4 C 3' 3' 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 Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.000 A 999 240 D 97 /35 /54 /- /- 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 A 999 180 C 45 /- 115 /- / /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 A - - B 82 /34 /36 /- 135 11.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.000 A Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.254 C Min Brg Width Req= Soffit: 2.00 B Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.139 Bearing D Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.030 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:14.03.01 G.01 22.23 A-B 40 -26 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#3 Chords Tens.Comp. Bot chord 2x4 SP#3 Webs 2x4 SP#3 D-C 0 0 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Purlins In lieu of structural panels or rigid ceiling use pudins A-D 101 82 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 3.00 BC 36 0.00 3.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-6-5. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APEX Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:1 SEQN:17248/T111/JACK CUSTOM Qty: 2 FROM: DRW: J1&A Wgt:16.8lbs / ... 05/28/15 12 B 4 D 11'11"15 co 1112X4 A o ih N "O I HB-4'8"8 iD 19'1..2 C 11+2X4 5' _. A- 5' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.000 A 999 240 D 162 /59 /91 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 A 999 180 C 75 /- /25 /- /- 11.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 A - - B 137 /57 /61 /- 158 /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.000 A Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 Soffit: 2.00 P TCDL:4.2 sf Bldg Code: FBC 2010 RES Max TC CSI: 0.701 C Min Brg Width Req= B Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.392 gearing D Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.047 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE I VIEW Ver:14.03.01G.0122.23 A-B 64 -43 Lumber Value Set:136(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#3 Chords Tens.Comp. Bot chord 2x4 SP#3 Webs 2x4 SP#3 D-C 0 0 Lumber value set"l 3B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Purlins In lieu of structural panels or rigid ceiling use purlins A-D 157 -137 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 5.00 BC 60 0.00 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-2-5. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:1 SEAN:17213/T2 I EJAC CUSTOM Oty: 1 FROM: DRW: J 19A W gt:21.01 .. I ... 05/28/15 B 12 12'7"15 4 0 N 3AX4(B1 10'1"2 C n$ 7' T1 rro Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 227 /55 /119 /- /82 /1.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 100 /- /42 1- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.014 C B 174 /94 /87 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.027 C Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Mise Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psi Bldg Code: FBC 2010 RES Max TC CSI: 0.710 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.411 Chords Tens.Comp. Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.000 A-B 55 -74 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0122.23 Chords Tens.Comp. Lumber A-C 0 0 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.00 BC 75 0.00 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-10-5. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAPVEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:1 SEON:17363!T341 JACK CUSTOM Qty: 5 FROM: DRW: J21. Wgt:9.81bs / ... 05/28/15 12 4 B 11'3"15 U-) 3X4(61 A 10'1"2 C 3' 3' 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 L1# Loc R 1U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 101 /23 /52 /- 135 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 42 /- /16 I- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 C B 74 /41 /37 /- / /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.002 C Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5A Min Brg Width Req= 1.5 TCDL:4.2 sf Bldg Code: FBC 2010 RES Max TC CSI: 0.291 C Min Brg Width Req= Soffit: 2.00 P B Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.120 Bearing A Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01 00 0226 12 A-B 23 -54 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#3 Chords Tens.Comp. Bot chord 2x4 SP#3 A-C 0 0 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 3.00 BC 33 0.11 3.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-6-5. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rAP X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:1 SEQN:17366/T51/JACK CUSTOM Qty: 4 FROM: DRW: J23 Wgt:15.4lbs / ... 05/28/15 12 B 4 11'11"15 CV N 3AX4(B1 5 10'1"2 C 5' 5' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 166 /39 /87 /- /58 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 70 /- /28 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 C B 124 /68 /62 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.010 C Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.574 C Min Brg Width Req= BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.346 B Min Brg Width Req= Load Duration:1.25 P Bearing A Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 A-B 39 -60 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#3 Chords Tens.Comp. Bot chord 2x4 SP#3 Lumber value set"1313"uses design values A-C 0 0 approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Stan(ft) End(ft) TC 24 0.00 5.00 BC 57 0.11 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-2-5. 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 DeloretoResidence Ply:1 SEON:17381/T132 I JACK CUSTOM Oty: 1 FROM: ... J22S Wgt:18.2 lbs I ... 05/28/15 12 C 4 D 11'11"15 3X4 B N 3X4(133 Z�l 2 4(C3 1 10'1"2 'I D �1 5' 5' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefI1CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 170 /40 /89 /- /58 /3.5 BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 66 /- /29 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.020 B C 118 /64 /60 /- /- 11.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.039 B Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.536 D Min Brg Width Req= Soffit: 2.00 P C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.304 Bearing A Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.159 C&C Dist a:3.00 It FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01 00 0226 12 A-B 458 -518 B-C 39 -52 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#3 Chords Tens.Comp. Bot chord 2x4 SP#3 Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.750' A-D 0 0 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 5.00 BC 60 0.00 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-2-5. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rAP X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:1 SEAN:17379/T131 I EJAC CUSTOM Qty: 2 FROM: DRW: J23A Wgt:23.8lb, / ... 05/28/15 C 12 12'7"15 4 0 3X4 B i14 3X4(C3 2X4(C3)A 10'1"2 �I D fl 7' 7' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 234 /56 /123 /- /82 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 94 /- /41 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.052 B C 166 /89 184 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.101 B Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Big Width Req= 1.5 TCDL:4.2 sf Bldg Code: FBC 2010 RES Max TC CSI: 0.664 D Min Brg Width Req= Soffit: 2.00 P B C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.368 Bearing A Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.269 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 A-B 826 -917 B-C 54 -67 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Bot chord 2x4 SP#2 Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.750' A-D 0 0 Lumber value set"'I 3B"uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.00 BC 75 0.00 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-10-5. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:2 SEAN:17496 'T53/HIPS CUSTOM Qty: 1 FROM: DRW: T01 Wgt:215.61bs ! ... 05/28/15 6' 10'7"7 15'2"13 20' 26' 6' 4.7 ., 4'7"7 4 9 3 6 12 1112X4 T2 D3X4 4 B=4X8 C =4X8 E T `-O F-4X4(61) V=4X4(B1)A 1 � -X20,,.. = 1112X4 =3X8[10] H0310 =3X4 1112X4 K J I H G 6'1"12 4'5"11 3'4"9 16"5 43"15 6'1"12 6'1"12 10'7"7 14' 15'6"5 19'10'4 26' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pr in PSF) Def 1CSI 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): 0.231 C 999 309 A 1835 /814 /- I- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.442 C 700 309 F 1835 /814 /- / /- /3.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.055 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.105 G A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:22.11 ft Code I Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 P Soffit: 2.00 TCDL:4.2 sf Bldg Code: FBC 2010 RES Max TC CSI: 0.391 Bearings A&F Fcperp=565 psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.887 MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.343 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" 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 1009-2273 D-E 1289 -2907 Wind Duration:1.60 WAVE,HS VIEW Ver:14.03.01G.0122.23 B-C 1303-2931 E-F 1009 -2272 Lumber Plate Shift Table C-D 1303-2931 Value Set:13B(Effective 6/1/2013) JT Plate Lateral Chord JT Plate Lateral Chord Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP M-31 32 2x4 SP M-30: No Size Shift Bite No Size Shift Bite Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP M-31 [10] 3X8 S 1.25 Webs 2x4 SP#3Purlins A-K 2116 -935 I-H 2940 -1312 Lumber value set"138"uses design values K-J 2121 -931 H-G 2120 -931 In lieu al structural panels or rigid ceiling use purlins J-I 2940-1312 G-F 2116 935 approved 1/30/2013 by ALSC to laterally brace chords as follows: Nailnote Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 26.00 Maximum Web Forces Per Ply(Ibs) Nail Schedule:0.131"x3",min.nails BC 120 0.11 25.89 Webs Tens.Comp. Webs Tens. Comp. Tap Chord:1 Row @12.00"o.c. Apply purlins to any chords above or below fillers Bot Chord:1 Row @12.00"o.c. at 24"OC unless shown otherwise above. B-K 66 0 D-H 180 -257 Webs :1 Row @ 4"O.C. B-J 900 -413 H-E 880 -399 Use equal spacing between rows and stagger nails Additional Notes C-J 177 -250 G-E 64 0 in each row to avoid splitting. The overall height of this truss excluding overhang is J-D 10 -10 Special Loads 2-6-5. ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 55 pIf at 0.00 to 55 plf at 6.00 TC-From 27 plf at 6.00 to 27 plf at 20.00 TC-From 55 plf at 20.00 to 55 plf at 26.00 BC-From 10 plf at 0.00 to 10 plf at 6.01 BC-From 5 plf at 6.01 to 5 plf at 19.99 BC-From 10 plf at 19.99 to 10 pIf at 26.00 TC- 316 lb Conc.Load at 6.01,19.99 TC- 149 lb Conc.Load at 8.06,10.06,12.06,13.94 15.94,17.94 BC- 202 Ib Conc.Load at 6.01,19.99 BC- 85 lb Conc.Load at 8.06,10.06,12.06,13.94 15.94,17.94 Wind Wind loads and reactions based on MWFRS. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APEX Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:1 SEQN:17299/T97/HIPS CUSTOM Qty: 1 FROM: DRW: T03 Wgt:110.6lbs / ... 05/28/15 6 g"g 1 p' 16' 19'2"g 26' 698 3.2"8 6' 328 698 =4X4 T 12 C=4X8% D 4 p 2X4 B Ei2X4 0 ih I=3X4 81)A "F=-3X4(B1) =3X4 =3X4 =3X8[13] I H G 10' 4' 1'10"4 10'1"12 10' 14' 15'10"4 26' 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 Udell L/# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.147 1 999 309 A 842 /262 /334 /- /54 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.283 1 999 309 F 842 /262 /334 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.049 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.094 G A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:22.77 ft 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: 0.617 Bearings A&F Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.992 p Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.163 Chords Maximum Top C hormp. Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 906-1833 D-E 798 -1561 Wind Duration:1.60 WAVE VIEW Ver:14.03.01 G.0122.23 B-C 802-1568 E-F 906 -1833 C-D 788-1465 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 A-1 1676 -799 H-G 1463 -640 Lumber value set"1313"uses design values I-H 1463 -640 G-F 1676 -800 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Plate Shift Table Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord B-1 199 _304 G-D 276 -75 No Size Shift Bite No Size Shift Bite [13] 3X8 S 1.25 C-1 274 G-E 202 309 C-G 196 -19191 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 26.00 BC 92 0.11 25.89 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-10-5. 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 fAPE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:2 SEQN:17429 I T32/COMN CUSTOM Qty: 1 FROM: DRW: T06 Wgt:438.2 lbs Page 1 of 2 I ... 05/28/15 20'lp"5 71F 37�9'6"r1 5 2'02 6712 19' 25'2"10 28W' �2" 5 33'11"4 36'10"12 40'4" '0 4,4"5 2,11"8 ' 3'5"47' S2 47"10 2'4"4 4'45 12 4 p B_ = T2 D - =F G _ I_ J T4 K 43] R FB =6X1 =6X8 n o_ =4X5(4 a W8 = 20.7.. r:s _ V T S R Q _ AA Z Y X U =H0310 P N M 167"12 1113V[16] 23'8"4 -� 7'1"12 2'10"4 4'11"10 2' 4'4"5 1'6"1(t 4'2"9 3'3"4 3'3"4 7'1"12 10' 1�,9"1� 16'9"8 18'9" 20„1 r 25'2"10 T2fi 2,9"7 33'9"8 37'0"12 40'4" 1' 1'9"1'4 2� 29'6"15 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.229 1 999 284 A 795 /316 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.442 1 642 284 X 4192 /1617 /- /- / /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.059 M - - M 1604 /630 - Des Ld: 32.00 EXP:C HORZ(TL): 0.113 M Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:22.27 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.686 X Min Brg Width Req= 2.2 Load Duration:1.25 P BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.995 M Min Brg Width Req= Bearings A&X Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI: 0.897 C&C Dist a:4.03 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE,HS VIEW Ver:14.03 01G 0122 23 Lumber Special Loads A-B 347 -856 G-H 656 -1918 B-C 87 -149 H-1 656 -1918 Value Set:13B(Effective 6/1/2013) ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) C-D 2239 -821 I-J 934 -2507 Top chord 2x4 SP#2:T2,T4 2x4 SP M-30: TC-From 55 plf at 0.00 to 55 pIf at 7.00 D-E 2297 -842 J-K 914 -2453 Bot chord 2x4 SP#2 TC-From 27 plf at 7.00 to 27 plf at 19.00 E-F 2297 _842 K-L 345 -898 Webs 2x4 SP#3:W8 2x6 SP#2: TC-From 27 plf at 19.00 to 27 plf at 28.33 F-G 656-1918 TC-From 27 pIf at 28.33 to 27 plf at 40.33 Lumber value set"136"uses design values BC-From 10 plf at 0.00 to 10 plf at 7.01 approved 1/30/2013 by ALSC BC-From 5 plf at 7.01 to 5 plf at 10.00 Maximum Bot Chord Forces Per Ply(Ibs) BC-From 5 plf at 10.00 to 5 plf at 18.79 Chords Tens.Comp. Chords Tens. Comp. Nailnote BC-From 5 plf at 18.79 to 5 plf at 26.79 Nail Schedule:0.131"x3",min.nails BC-From 5 plf at 26.79 to 5 plf at 33.79 A-AA 781 -312 T-S 228 -43 Top Chord:1 Row @12.00"o.c. BC-From 5 plf at 33.79 to 5 plf at 40.33 AA-Z 801 -317 S-R 2595 -917 Bot Chord:1 Row @12.00"o.c. TC- 147 Ib Conc.Load at 7.01 Z_Y 801 -317 R-Q 2595 -917 Webs :1 Row @ 4"o.c. TC- 174 lb Conc.Load at 9.06,11.06,13.06,15.06 Y-X 70 -197 Q-0 2598 -918 Use equal spacing between rows and stagger nails 17.06,35.06,37.06,39.06 X-U 44 -125 P-N 73 -28 in each row to avoid splitting. TC- 187 Ib Conc.Load at 19.06,21.06,23.06,25.06 W_V 353 -87 N-M 5 -2 27.06,29.06,31.06,33.06 Plating Notes BC- 616 lb Conc.Load at 7.01 V-T 228 43 BC- 99 lb Conc.Load at 9.06,11.06,13.06,15.06 All plates are 2X4 except as noted. 17.06,35.06,37.06,39.06 Maximum Web Forces Per Ply(Ibs) Plate Shin Table BC- 71 Ib Conc.Load at 19.06,21.06,23.06,25.06 Webs Tens.Comp. Webs Tens. Comp. 27.06,29.06,31.06,33.06 JT Plate Lateral Chord JT Plate Lateral Chord B-AA 357 -81 G-S 134 -266 No Size Shift Bite No Size Shift Bite Purlins B-Y 280 -795 S-1 278 -724 [13] 4X4 2.50 R 1.50 [16] 3X3 S 1.75 In lieu of structural panels or rigid ceiling use purlins Y-C 432 -79 I-Q 50 -3 [24] 6X8 S 1.25 [27] 5X7 S 125 to laterally brace chords as follows: Y-W 311 -138 1-O 0 -92 [41] 4X4 1.75 R 1.50 [43] 3X4 1.25 R 1.50 Chord Spacing(in oc) Start(ft) End(ft) C_W 926-2355 J-0 113 -197 [46] 2X4 S 2.50 TC 24 0.00 40.33 D_W 190 -310 O-P 32 0 BC 120 0.11 18.56 W_X 788_1898 O-K 1663 -605 Wind BC 111 18.56 33.94 Wind loads and reactions based on MWFRS. BC 77 33.94 40.33 W F 934'2643 O-N 935 -362 Apply purlins to any chords above or below fillers V-U 13 43 K-N 408 -923 Right end vertical not exposed to wind pressure. at 24"OC unless shown otherwise above. F-T 39 0 N-L 1135 -435 F-S 1804 -651 L-M 316 -771 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 eAPVEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:1 SEQN:17439 I T107/COMN CUSTOM Qty: 1 FROM: DRW: T06 Wgt:210.7lbs / ... 05/28/15 91 16'7"12 22'1"8 24'4" 28'1"8 334 40'4" 9. 77"12 55"12 22"8 3'9"8 5'9"12 6'4"12 4 2 =6X8 C T2 - E = G B (a) =6X8::: (a) =6X8 n O 4X5(Bl W6 = - J 20'7" 65 P N M L T S R O K I =3X8 1112Xp[14] 23'8"4 16'7"12 9'3"8 8" 6'9"8 2' 3'8" 4'4" 1'4" 5'8" 6'6"8 9'3"8 1 16'9"8 18'9" 22'5"8 26'9"8 28'1'8 33'9"8 40'4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.135 L 999 284 A 492 /135 /190 /- /113 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.276 L 999 284 R 1528 /567 /600 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.043 1 - - 1 675 /267 /263 Des Ld: 32.00 EXP:C HORZ(TL): 0.083 1 Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:22.61 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.779 R Min Brg Width Req= 1.5 Soffit: 2.00 p I Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.976 Bearings A&R Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.652 C&C Dist a:4.03 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0122.23 Lumber Hangers I Ties A-B 243 -775 E-F 385 -807 B-C 942 -412 F-G 747 -1523 Value Set:13B(Effective 6/1/2013) Recommended hanger connections are based on C-D 958 -418 G-H 736 -1498 Top chord 2x4 SP#2:T2 2x4 SP M-30: manufacturer tested capacities and calculations. D-E 385 -807 x4 SP#2 Conditions may exist that require different Bot chord 2 Webs 2x4 x4#3:#2 2x6 SP#2: connections than indicated.Refer to manufacturer publication for additional information. Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"1313"uses design values Bearing at location x=40'1" uses the following Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC support conditions: A-T 667 -298 P-N 764 -373 Bracing Bearing 1 (40'1",207")HTU26 T-S 16 -62 N-M 1597 -748 Supporting Member:(2)2x6 SP SS Dense S-R 16 -62 M-L 1597 -748 (a)Continuous lateral restraint equally spaced on (20)0.148"x3"nails into supporting Q-P 797 -375 L-J 1599 749 member. member, (11)0.148"x1.5"nails into supported R-0 5 -34 K-1 54 -21 Plating Notes member. All plates are 2X4 except as noted. Maximum Web Forces Per Ply(Ibs) Wind Webs Tens.Comp. Webs Tens. Comp. Plate Shift Table Wind loads based on MWFRS with additional C&C JT Plate Lateral Chord JT Plate Lateral Chord member design. B-T 220 -4 N-F 398 885 No Size Shift Bite No Size Shift Bite Right end vertical not exposed to wind pressure. B-Q 728-1397 F-L 167 [14) 2X4 S 2.25 [19] 3X4 1.50 R 1.25 T-0 685 -306 F-J 24 -1066 [34] 4X4 1.50 R 1.75 [37] 4X5 S 2.75 Additional Notes C-Q 241 -364 G-J 255 368 The overall height of this truss excluding overhang is Q-R 771 -1469 J-K 96 0 Purlins 3-6-5 Q-D 837 -1841 J-H 1561 -766 In lieu of structural panels or rigid ceiling use purlins P-0 0 -13 J-1 15 -40 to laterally brace chords as follows: D-N 354 -98 H-1 357 -635 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 40.33 BC 75 0.11 18.56 BC 91 18.56 33.94 BC 77 33.94 40.33 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 rAP X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:1 SEAN:17441/T119/COMN CUSTOM Qty: 1 FROM: DRW: T0& Wgt:219.1lbs / ... 05/28/15 6'712 13' 16'7"12 21'9"14 27'4" 33'9'8 36'11" 40'4" 6'7"12 6'4"4 3'7"12 5'2"2 562 6'5"8 3'1"8 3'5" 12 C=SX D =3421 =5X7F T 4 � B (a) G_3X4 ,3X4 (a) H33X4 4X5(B1) -6X =6X I5 B1 A W8 = X4 =3X K =4X027") es =3X8 =3X Q O =3X4[29] =3 4[ V U T S P L J 16'7"12 11124[16] 23'8"4 j 6'6" 3'6" 3'1"12 3'7"12 2' 3'4"2 4'7"14 2 6'54 3'1" 3'5 "8 6'6" 10' 13'1"12 16'9"8 18'9" 22'1"10 26'9"8 7' "4 33'9"8 36'10"8 40'4" 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): 0.153 K 999 282 A 390 /91 /147 /- /75 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.331 K 854 282 S 1809 /641 /710 I- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.041 J - - 1 587 /199 /260 - Des Ld: 32.00 EXP:C HORZ(TL): 0.082 J Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:23.27 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 LoTCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.687 S Min Brg Width Req= 1.8 Loaadd 2.00 Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.556 1 Min Brg Width Req= - Bearings A&S Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.692 C&C Dist a:4.03 It FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:14.03.016.0122.23 Lumber Hangers/Ties A-B 338 -647 E-F 186 -5 B-C 654 -175 F-G 363 -735 Value Set:13B(Effective 6/1/2013) Recommended hanger connections are based on C-D 1379 -564 G-H 972 -2085 To chord 2x4 SP#2 manufacturer tested capacities and calculations. D-E 1385 -567 H-1 555 -1187 P Conditions may exist that require different Bot chord 2x4 SP#2 connections than indicated.Refer to manufacturer Webs 2x4 SP#3:W8 2x6 SP#2: publication for additional information. Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"136"uses design values Bearing at location x=40'1" uses the following Chords Tens-Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC support conditions: Beaming 1 (40'1",20'7")HTU26 A-V 565 -301 Q-0 178 -207 Bracing Supporting Member:(2)2x6 SP SS Dense V-U 562 -305 O-N 646 -200 (a)Continuous lateral restraint equally spaced on (20)0.148"x3"nails into supporting U-T 5 -305 N-M 646 -200 T-S 31 31 81 M-K 2007 882 member. member, (11)0.148"x1.5"nails into supported S-P 20 -67 L-J 78 -37 Plating Notes member. R-Q 159 -168 J-1 1083 -483 All plates are 2X4 except as noted. Wind Maximum Web Forces Per Ply(Ibs) Plate Shift Table Wind loads based on MWFRS with additional C&C Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord member design. No Size Shift Bite No Size Shift Bite V-B 220 0 E-0 505 200 [16] 2X4 S 2.50 [21] 3X4 1.75 R 1.25 Additional Notes B-T 393 -728 O-F 417 -834 [29] 3X4 2.25 R 1.25 [35] 3X4 1.50 R 1.25 The overall height of this truss excluding overhang is C-T 421 -186 F-M 360 -88 4-10-5. C-R 643-1225 M-G 697 -1391 Purlins T-R 295 -557 G-K 428 -152 In lieu of structural panels or rigid ceiling use purlins D-R 181 -243 K-L 55 -5 to laterally brace chords as follows: R-S 865-1736 K-J 1061 -472 Chord Spacing(in oc) Start(ft) End(ft) R-E 700 -1442 K-H 899 -417 TC 24 0.00 40.33 Q-P 11 -11 J-H 224 -424 BC 75 0.11 33.89 BC 74 33.94 40.22 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 APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:1 SEQN:17447/T98/COMN CUSTOM Qty: 1 FROM: DRW: T1Q Wgt:219.8lbs / ... 05/28/15 7'93 18'7" 2 23'4" 286"11 30'1011 33'11"4 3611" 40'4" 7'9"3 1'8"5 7'6"8 1'7"1 4'8"4 5211 2'41 3'0"9 2'11"12 3'5" T 111 4 =5X 12 4 U--- G�3X4[26] 1305X7 C %3X8 2X4 11112X4 � =6X8 io (a) J 3X4 4X5(87) =6X6 A _ K=4X5(81) es P Iv 1 O 4 20,7„ =3X4 =4X8 012X4 m 3X4[35] T S R Q N L 16'7"12=3X8 I 1112X4 23'8"4 J gq"1 ° 5 g'g'8 2' 4'6"8 10'5"8 46:1104121 '1"4 35"4 9'4"i 1 16'9"8 18'9" 23'4" 33'9"8 36'1012 40'4" Loading Criteria(psf) Wind Criteria Snow Criteria(P9,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 LI# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.136 M 999 281 A 376 /103 /145 /- 198 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.299 M 941 281 R 1901 /671 /749 I- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.029 L - - K 544 /183 /244 - Des Ld: 32.00 EXP:C HORZ(TL): 0.057 L Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:23.94 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.755 R Min Brg Width Req= 1.9 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.830 K Min Brg Width Req= Bearings A&R Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.903 C&C Dist a:4.03 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE I VIEW Ver:14.03 01G 0122 23 Lumber Hangers/Ties A-B 546 -506 F-G 142 -52 B-C 581 -316 G-H 849 -1867 Value Set:13B(Effective 6/1/2013) Recommended hanger connections are based on C-D 1094 -379 H-1 842 -1920 Top chord 2x4 SP#2 manufacturer tested capacities and calculations. D-E 855 -251 I-J 777 -1841 Bot chord 2x4 SP#2 Conditions may exist that require different E-F 854 -251 J-K 505 -1090 Webs 2x4 SP#3 connections than indicated.Refer to manufacturer publication for additional information. Lumber value set"1313"uses design values Bearing at location x=40'1" uses the following Maximum Bot Chord Forces Per Ply(Ibs) approved 1/30/2013 by ALSC support conditions: Chords Tens.Comp. Chords Tens. Comp. Bracing Bearing K (40'1",207")HTU26 A-T 423 -493 P-0 185 -118 Supporting Member:(2)2x6 SP SS Dense T-S 250 -575 O-M 634 -239 (a)Continuous lateral restraint equally spaced on (20)0.148"x3"nails into supporting member. member, S-R 250 -575 N-L 56 -34 (11)0.148"x1.5"nails into supported R-Q 3 0 L-K 994 -437 Plate Shift Table member. JT Plate Lateral Chord JT Plate Lateral Chord Maximum Web Forces Per Ply(Ibs) Additional Notes No Size Shift Bite No Size Shift Bite Webs Tens.Comp. Webs Tens. Comp. [26] 3X4 S 1.25 [35] 3X4 1.75 R 1.25 The overall height of this truss excluding overhang is 6-2-5. B-T 243 -327 F-0 497 -159 Purlins T-C 400 -172 O-G 430 -734 In lieu of structural panels or rigid ceiling use purlins C-R 404 -812 G-M 1318 -554 to laterally brace chords as follows: R-D 429 -904 M-N 50 -2 Chord Spacing(in oc) Start(ft) End(ft) R-P 612-1119 M-1 152 -242 TC 24 0.00 40.33 D-P 398 -112 M-L 992 -426 BC 75 0.11 33.94 E-P 79 -188 M-J 749 -275 BC 74 33.94 40.22 P-Q 0 -19 L-J 207 -399 Apply purlins to any chords above or below fillers P-F 496-1079 at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:1 SEQN:17451/T95/COMN CUSTOM Qty: 3 FROM: DRW: T13, Wgt:216.3 lbs I ... 05/28/15 7'93 9'S"8 16'7"12 20'2" 26'11"12 30'10"11 33'9"8 36'11" 7'9"3 1'8"5 7'2"4 36"4 6'9"12 3'10"15 2'10"13 3'1"8 3'5" E= 5X5 D 12 4 p F C (a) 3X8 G Bo-5X7 (a) F4 H 23X4 r (a) I a 3X4 =4X5(Bl) =6X8 =6X J=4X5(81) A � e .nW BI3X4 N L 20'7" re] = 4 TS R O M K 1112X4[15] 23'8"4 j 16'7"12 9'5"13 8" 6'7"11 2' 8' 7' 1" 3'5"8 9'5"13 10' "13 16'9"8 18'9" 26'9"B 33'9"8 36110"8 40'4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.169 H 999 282 A 384 /90 /155 /- /117 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.348 H 813 282 R 1958 /359 /725 I- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.038 E - - J 594 /111 /256 - Des Ld: 32.00 EXP:C HORZ(TL):0.076 E Wind reactions based on MWFRS 9 NCBCLL:10.00 Mean Height:24.47 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.749 R Min Brg Width Req= 1.9 J Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.792 Bearings A&R Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.944 C&C Dist a:4.03 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0122.23 Lumber Hangers/Ties g-C 58 -315 G-H 82 -767 Value Set:13B(Effective 6/1/2013) Recommended hanger connections are based on C-D 1134 -453 H-1 847 -2114 To chord 2x4 SP#2 manufacturer tested capacities and calculations. D-E 1098 -357 I-J 533 -1205 P Conditions may exist that require different Bot chord 2x4 SP#2 connections than indicated.Refer to manufacturer E-F 403 -775 Webs 2x4 SP#3:W7 2x6 SP#2: publication for additional information. Lumber value set"1313"uses design values Bearing at location x=40'1" uses the following Maximum Bot Chord Forces Per Ply(Ibs) approved 1/30/2013 by ALSC support conditions: Chords Tens.Comp. Chords Tens. Comp. BracingBearing J (40'1",20'7")HTU26 A-T 438 -436 P-N 295 -311 Supporting Member:(2)2x6 SP SS Dense (a)Continuous lateral restraint equally spaced on (20)0.148"x3"nails into supporting T-S 0 -243 N-L 2031 733 S-R 0 -243 M-K 82 32 member. member, (11)0.148"x1.5"nails into supported Q-P 296 -77 K-J 1100 -462 Plating Notes member. R-0 0 -246 All plates are 2X4 except as noted. Loading (")1 plate(s)require special positioning.Refer to Maximum Web Forces Per Ply(Ibs) scaled plate plot details for special positioning Truss passed check for 20 psf additional bottom Webs Tens.Comp. Webs Tens. Comp. requirements. chord live load in areas with 42"-high x 24"-wide clearance. B-T 254 -351 E-N 1195 -530 T-C 379 -196 N-F 300 -419 Plate Shift Table Wind T-Q 471 -281 N-H 655 -1379 JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite Wind loads based on MWFRS with additional C&C C-Q 478 -870 H-L 419 -147 [15] 2X4 S 2.50 [18] 3X3 S 1.25 member design. D-Q 251 -344 L-M 55 -4 [35] 3X4 1.50 R 1.25 Q-R 851 -1784 L-K 1073 -452 Additional Notes Q-E 614-1364 L-I 909 -311 Purlins The overall height of this truss excluding overhang is P-0 0 -52 K-1 215 -430 In lieu of structural panels or rigid ceiling use purlins 7-2-15. to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 40.33 BC 75 0.11 33.89 BC 74 33.94 40.22 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 APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:2 SEAN:17238/T21/COMN CUSTOM Qty: 1 FROM: DRW: T14 Wgt:483.0 lbs Page 2 of 2 / ... 05/28/15 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 40.33 BC 62 0.11 18.56 BC 88 18.56 33.89 BC 74 33.94 40.22 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=40'1" uses the following support conditions: Bearing K (40'1",207")HTU26-2 Supporting Member:(2)2x6 SP SS Dense (20)0.148"x3"nails into supporting member, (14)0.148"x3"nails into supported member. Bearing Block(s) Brg blocks:0.131"x3",min.nails brg x-loc #blocks length/blk #nails/blk wall plate 2 16.500' 1 21" 14 SP Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Additional Notes Negative reaction(s)of-1373#MAX.(See Max Reactions table above)from a non-wind load case requires uplift connection. The maximum concentrated load is 6943# The overall height of this truss excluding overhang is 6-7-13. 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 rAP X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray �r" PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:1 SEAN:17371/T48 I COMN CUSTOM Qty: 1 FROM: DRW: T16 Wgt:145.6lbs / ... 05/28/15 7'712 15' 20'2" 25'4^ 265" 7'7"12 7'4"4 57' 57" 111" 1112X4 =4X4 4 D C-4X8 F 1112X4 12 4 p ,::3 B rn rn 3X81)A Ll s 20'7" 112X4 4 —3 4 =3X4 =3XF8[14] 1113X420) 7,6„ 6.6., 1 5,2„ 6,3,. 7-6^ 14' 15' 20'2 265" Loading Criteria(psq Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.128 B 999 315 A 859 /209 /358 /- /144 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.247 B 999 315 G 852 1339 /335 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.036 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.069 G A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:23.61 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= P Soffit: 2.00 TCDL:42 sf Bldg Code: FBC 2010 RES Max TC CSI: 0.646 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.997 MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.895 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 792-1895 D-E 432 -806 Wind Duration:1.60 WAVE I VIEW Ver:14.03.01G.0122.23 B-C 571 -1220 E-F 11 -9 Lumber Hangers/Ties C-D 432 -806 Value Set:13B(Effective 6/1/2013) Recommended hanger connections are based on Maximum Bot Chord Forces Per Ply(lbs) To chord 2x4 SP#2 manufacturer tested capacities and calculations. Chords Tens.Comp. Chords Tens. Comp. P Conditions may exist that require different Bot chord 2x4 SP#2 connections than indicated.Refer to manufacturer Webs 2x4 SP#3 publication for additional information. A-K 1735 -888 I-H 1094 -573 Lumber value set"136"uses design values K-J 1733 -891 H-G 165 92 Bearing at location x=26'2" uses the following J-1 1733 -891 approved 1/30/2013 by ALSC support conditions: Plate Shift Table Bearing G (26'2",20'7")HTU26 Supporting Member:(2)2x6 SP SS Dense Maximum Web Forces Per Ply(lbs) JT Plate Lateral Chord JT Plate Lateral Chord (20)0.148"x3"nails into supporting Webs Tens.Comp. Webs Tens. Comp. No Size Shift Bite No Size Shift Bite member, K_g 215 0 H-D 224 320 [14] 3X8 S 1.25 [20] 3X4 S 2.75 (11)0.148"x1.5"nails into supported member. B-1 349 -713 H-E 912 -457 Purlins C-1 353 -91 E-G 451 -812 In lieu of structural panels or rigid ceiling use purlins C-H 229 -411 F-G 26 -29 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 26.42 BC 96 0.11 26.42 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 5-6-5. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:1 SEAN:17367 I T116/COMN CUSTOM Qty: 1 FROM: DRW: T18 Wgt:131.6lbs / ... 05/28/15 57,12 11' 18'8"8 26,5. 57"12 5'4"4 7'8"8 7'8"8 182X4 2 =4X4!17] C=4X8 E 12 T 4p ,3X4 B (a) iv "v =4X4 B1)A I 1 20,7„ 81X4 =3X4 =H 4 =308[15] 812X4!19] 56" 5'6" 3' 4,9„8 7,7,•8 F 5'6" 11' 14' 18'9"g 26'5" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def11CS1 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): 0.133 1 999 315 A 859 /258 /356 /- 1128 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.256 1 999 315 F 852 1371 /337 /- /- /- BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.034 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.065 F A Min Brg Width Req= 1.5 Mean Hei ht:22.94 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= NCBCLL: 10.00 9 Bearing A Fcperp=565psi. Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.724 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.980 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.964 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.00 it FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 848-1916 C-D 641 -1288 Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0122.23 B-C 749-1572 D-E 641 -1288 Lumber Hangers I Ties Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Recommended hanger connections are based on Chords Tens.Comp. Chords Tens. Comp. To chord 2x4 SP#2 manufacturer tested capacities and calculations. P Conditions may exist that require different A-J 1762 -919 H-G 1453 -754 Bot chord 2x4 SP#2 connections than indicated.Refer to manufacturer Webs 2x4 SP#3 publication for additional information. J-1 1762 -922 G-F 17 9 I-H 1453 -754 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Bearing at location x=26'2" uses the following support conditions: Maximum Web Forces Per Ply(Ibs) BracingBearing F (26'2",20'7")HTU26 Supporting Member:(2)2x6 SP SS Dense Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on (20)0.148"x3"nails into supporting J-B 113 -15 D-G 331 -479 member. member, (11)0.148"x1.5"nails into supported B-1 186 -398 G-E 1425 -709 Plate Shift Table member. C-1 290 -38 E-F 453 -817 JT Plate Lateral Chord JT Plate Lateral Chord C-G 127 -354 No Size Shift Bite No Size Shift Bite Additional Notes [15] 3X8 3.25 R 1.25 [17] 4X4 S 1.75 The overall height of this truss excluding overhang is [19] 2X4 S 2.75 4-2-5. 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 26.42 BC 90 0.11 26.42 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray l PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:1 SEAN:17234/T68/COMN CUSTOM Qty: 1 FROM: DRW: T2Q Wgt:175.0lbs / ... 05/28/15 2'6"2 3'7"12 7' 10'1"6 13'1" 16'2"13 17' 22'10"15 265" 3'7"12 3'4"4 3'1"6 2'11"10 3'1"13 9"3 3'4"13 + 36"1 =8X8 =3X4 =3X4[15] 102X4 =4X4[24] 1114X4[26] =5X5[28] 12 D E F G H=-4X4 1 J K T1 C-3X4 o_ m ih 4X8(A1)B T A I 20,7.. 4 =4 4 11 =3 [12 =4 4 14] P =4 [20 4 N4[2 =4X ] 13X [31J 1 =H0510 �-2'0"g 3'6" 3'6" 2'9 10 2'11"14 2'3"5 3'7"5 3'S"5 Ni" 3'6" 7' 9'9"10 12'9"8 12"8 16'3"5 19'10"10 23'3"15 26' 14 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.262 Q 999 315 B 2175 /970 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.496 Q 635 315 L 1568 /703 - BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.048 L - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.091 L B Min Brg Width Req= 2.2 NCBCLL:10.00 Mean Height:21.93 ft Code/Misc Criteria Creep Factor:1.5 L Min Brg Width Req= Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.564 Bearing B Fcperp=565psi. Load Duration:125 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.979 MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.910 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" 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 37 -23 F-G 2310 -5211 Wind Duration:1.60 WAVE,HS VIEW Ver:14.03.01G.0122.23 B-C 2044-4744 G-H 2310 -5211 C-D 2319-5371 H-1 2310 -5211 Lumber Purlins D-E 2595-5947 I-J 1639 -3683 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins E-F 2763-6272 J-K 851 -1905 Top chord 2x6 SP SS Dense:T1 2x4 SP M-30: to laterally brace chords as follows: u Chord Spang(in oc) Start(ft) End(ft) Bot chord 2x6 SP SS Dense -2.0 Webs 2x4 SP#3 TC 24 -2.00 26.42 Maximum Bot Chord Forces Per Ply(Ibs) BC 60 0.15 26.42 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"1313"uses design values Apply purlins to any chords above or below fillers approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. B-T 4448-1911 P-0 6200 -2737 T-S 4481 -1928 O-N 3828 -1707 Special Loads Hangers 1 Ties S-R 5097-2194 N-M 2079 -933 -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Recommended hanger connections are based on R-Q 6018-2638 M-L 5 -2 TC-From 55 pit at -2.04 to 55 plf at 7.00 manufacturer tested capacities and calculations. Q-P 6200-2737 TC-From 27 plf at 7.00 to 27 plf at 12.94 Conditions may exist that require different TC-From 55 plf at 12.94 to 55 plf at 26.42 connections than indicated.Refer to manufacturer Maximum Web Forces Per Ply(Ibs) BC-From 4 plf at -2.04 to 4 plf at 0.00 publication for additional information. Webs Tens.Comp. Webs Tens. Comp. BC-From 10 plf at 0.00 to 10 plf at 7.01 gearing at location x=26'2" uses the following BC-From 5 plf at 7.01 to 5 plf at 12.94 support conditions: T-C 231 -440 G-O 117 -180 BC-From 10 plf at 12.94 to 10 plf at 26.42 Bearing L (26'2",207")HTU26 C-S 663 -286 0-1 1711 -746 TC- 147 lb Conc.Load at 7.01 Supporting Member:(2)2x6 SP SS Dense D-S 566 -153 I-N 564 -1198 TC- 174 lb Conc.Load at 9.06,11.06 (20)0.148'x3"nails into supporting D-R 1120 -527 N-J 2017 -888 BC- 616 Ib Conc.Load at 7.01 member, R-E 374 -600 J-M 679 -1436 BC- 99 Ib Conc.Load at 9.06,11.06 11 0.148"x1.5"nails into supported BC- 799 Ib Conc.Load at 12.94 ( ) E-Q 341 -167 M-K 2389 -1067 member. Q-F 594 -212 K-L 703 -1538 Plate Shift Table Wind F-0 536-1243 JT Plate Lateral Chord JT Plate Lateral Chord Wind loads and reactions based on MWFRS. No Size Shift Bite No Size Shift Bite [11] 4X4 S 2.25 [12] 3X4 1.75 R 1.25 Right end vertical not exposed to wind pressure. [14] 4X4 S 2.25 [15] 3X4 S 1.25 [20] 4X8 2.75 R 1.50 [24] 4X4 1.75 R 1.50 Additional Notes [25] 4X4 2.75 R 1.50 [26] 4X4 1.25 R 1.50 The overall height of this truss excluding overhang is [27] 4X5 1.75 L 1.50 [281 5X5 2.25 R 2.00 2-10-5. [31] 3X8 S 4.25 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:1 SEQN:17226/T64/HIPS CUSTOM Qty: 1 FROM: DRW: T22 Wgt:63.0lbs / ... 05/28/15 5„ 4.2"8 8.5„ 13'5" 5„ 3'9"5 4'2"8 5' 12 6X6(**)(I) 1112X4 Q 4 A B =4X8 C T 04 D=3X4(61) � 0,�,' 1III 4[01 = 8 1112X4 2 E 4'2"8 4'0"12 61"12 4'2"8 8'3"4 13'5' Loading Criteria(Psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.032 E 999 240 G 418 /303 - BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.062 E 999 180 D 454 /265 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.009 E - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.017 E G Min Brg Width Req= g NCBCLL:10.00 Mean Height:21.94 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.295 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.970 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.270 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-13 493 -717 C-D 547 -855 GCpi:0.18 Plate Type(s): B-C 493 -717 Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0122.23 Lumber Purlins Maximum Bot Chord Forces Per Ply(Ibs) In lieu of structural panels or rigid ceilin use udins Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) P9 P Top chord 2x4 SP#2 to laterally brace chords as follows: G-F 81 -57 E-D 767 -489 Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) F-E 769 -489 TC 24 0.35 13.42 Webs 2x4 SP#3 BC 97 0.00 13.31 Lumber value set"1313"uses design values Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC at 24' OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. Special Loads Hangers/Tres G-A 293 -407 F-C 0 -57 -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25 A-F 710 -486 E-C 127 0 Recommended hanger connections are based on B-F 167 -242 TC-From 27 plf at 0.79 to 27 plf at 8.42 manufacturer tested capacities and calculations. TC-From 55 plf at 8.42 to 55 plf at 13.42 Conditions may exist that require different BC-From 5 plf at 0.00 to 5 pit at 8.35 connections than indicated.Refer to manufacturer BC-From 10 plf at 8.35 to 10 plf at 13.42 publication for additional information. TC- 51 Ib Conc.Load at 0.85,2.85,4.60,6.35 Bearing at location x=0' uses the following 8.35 support conditions: BC- 9 Ib Conc.Load at 0.85,2.85,4.60,6.35 Bearing G (0',207")HTU26 8.35 Supporting Member:(2)2x6 SP SS Dense (20x3"nails into supporting Plating Notes member, (")1 plate(s)require special positioning.Refer to (11)0.148"x1.5"nails into supported scaled plate plot details for special positioning member. requirements. Bearing D (13'2",20'7")HTU26 Supporting Member:(1)2x6 SP SS Dense Plate Shift Table (20)0.148"x3"nails into supporting JT Plate Lateral Chord JT Plate Lateral Chord member, No Size Shift Bite No Size Shift Bite (11)0.148"x1.5"nails into supported (01 2X4 S 2.50 member. Wind Additional Notes Wind loads and reactions based on MWFRS. The overall height of this truss excluding overhang is 2-2-5. 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 APE6X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:2 SEQN:17402 I T661 MONO CUSTOM Qty: 1 FROM: DRW: T24 WC t:30.8 lbs / ... 05/28/15 12 4 1112X4 3 N O 3X4(61 T A 6"5� 207' 1112X4 C 3'11"8 3'11"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) loc Udefl U# Loc R /U I Rw /Rh /RL /W TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 371 /20 /295 /- /38 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 350 /35 /281 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 C Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.007 C A Min Brg Width Req= 1.5 Mean Height:21.77 ft Code/Misc Criteria Creep Factor:1.5 C Min Brg Width Req= NCBCLL: 10.00 g Bearing A Fcperp=565psi. Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.374 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.138 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:In to 2h Rep Factors Used:Yes Max Web CSI:0.073 Chords Tens.Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-13 33 -71 Wind Duration:1.60 WAVE VIEW Ver:14.03 01 G.0122.23 Lumber Hangers/Ties Maximum Bot Chord Forces Per Ply(Ibs) Recommended hanger connections are based on Chords Tens.Comp. Value Set:1313(Effective 6/1/2013) g To chord 2x4 SP#2 manufacturer tested capacities and calculations. A-C 16 -6 P Conditions may exist that require different Bot chord 2x4 SP#2 connections than indicated.Refer to manufacturer Webs 2x4 SP#3 publication for additional information. Maximum Web Forces Per Ply(Ibs) Lumber value set"1313"uses design values Bearing at location x=3'8"8 ,y=207' uses the following Webs Tens.Comp. approved 1/30/2013 by ALSC support conditions: B-C 67 -152 Nailnote Bearing C (3'8"8,207")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 in each row to avoid splitting. Additional Notes The overall erall height of this truss excluding overhang is Special Loads --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 155 plf at 0.00 to 155 plf at 3.96 BC-From 10 plf at 0.00 to 10 plf at 3.96 TC- 69 Ib Conc.Load at 1.99 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 3.96 BC 45 0.11 3.96 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rAP X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:2 SEQN:17236/T40/SPEC CUSTOM Qty: 1 FROM: DRW: T25 Wgt:274.4 lbs Page 2 of 2 05/28/15 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 17.87 BC 96 0.00 14.85 BC 55 14.85 17.87 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 5-0-15. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rAP X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No 58544 PE No 71457 DeloretoResidence Ply:1 SEAN:17378/T41/HIPS CUSTOM Qty: 1 FROM: DRW: T27, I Wgt:53.2lbs / ... 05/28/15 5,3„ 8'8" 1311 5,3„ 3.5.. 5.3.. 12 =4X4 4 p B=4X8 C =3X4(B1)A "D--3X4(Bl)1 "5 28 1112i(4 =3X4 5'4"12 1 2,11"12 5'6"8 5'4"12 8'4"8 1311" 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): 0.035 E 999 240 A 451 1174 /179 I- /27 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.068 E 999 180 D 451 /174 1179 /- /- 15.5 BCDL: 5.00 Risk Category:]I Snow Duration:NA HORZ(LL): 0.011 E - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.022 E A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:29.40 ft Code/Misc Criteria Creep Factor:1.5P g D Min Brg Width Req= 1.5 TCDL:42 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.263 Bearings A&D Fcperp=565psi. Soffit: 2.00 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.759 MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.052 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 537 -833 C-D 537 -832 Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0122.23 B-C 546 -748 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 Bot chord 2x4 SP#2 A-F 744 -456 E-D 744 -457 Webs 2x4 SP#3 F-E 746 -453 Lumber value set"136"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Purlins In lieu of structural panels or rigid ceiling use purlins B-F 113 E-C 117 35 to laterally brace chords as follows: B-E 136 -1311 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 13.92 BC 120 0.11 13.81 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-3-5. 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 APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:1 SEAN:17382/T89/HIPS CUSTOM Qty: 1 FROM: DRW: T2$ Wgt:47.6lbs / ... 05/28/15 6' 7'11" 13'11" 6' 1'11" 6' 4X4 12 4 B=4X4 C T L N=3X4(B1)A D=-3X4(Bl) BI 28 1112X4 III E 4 6'1"12 1'7"8 6'1"12 6'1"12 7'9"4 1311" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.028 E 999 240 A 451 /158 /180 /- /31 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.076 E 999 180 D 451 1158 /180 /- /- /5.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.010 E - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.025 B A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:29.52 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 P Soffit: 2.00 TCDL:4.2 sf Bldg Code: FBC 2010 RES Max TC CSI: 0.397 Bearings A&D Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.742 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.043 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-13 495 -800 C-D 495 -800 Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0122.23 B-C 507 -710 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 Bot chord 2x4 SP#2 A-F 708 -403 E-D 708 -404 Webs 2x4 SP#3 F-E 710 -401 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Purlins In lieu of structural panels or rigid ceiling use purlins B-F 112 39 E-C 112 39 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 13.92 BC 120 0.11 13.81 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-6-5. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rAP X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:1 SEQN:17533/T56/HIPS CUSTOM Qty: 1 FROM: DRW: T31 Wgt:64.4lbs / ... 05/28/15 6' 10'9" 16,9" 6' 4,9„ 6' 12 1114X5 4 D B=5X7 C ZDT 4X5(B1)A D=4X5(B1) 1 T 10'1"2 111 2X44 =H0310 =3EX4 6'1"12 2'2"12 2'1" 1 6'3"8 6'1"12 8'4"8 10'5"8 16'9" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.161 E 999 240 A 1218 /380 /- /- /- 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.308 E 643 198 D 1218 /380 /- /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.058 E - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.110 E A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.623 Bearings A&D Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.984 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.101 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chards Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 915-2912 C-D 917 -2912 Wind Duration:1.60 WAVE,HS VIEW Ver:14.03 01G 01 22. 33 B-C 834-2733 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(Ibs) 2-6-5. Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 A-G 2699 -840 F-E 2715 -836 Webs 2x4 SP#3 G-F 2715 -836 E-D 2698 -842 Lumber value set"I 3B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Special Loads ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) B- 255 0 E-C 265 0 TC-From 55 plf at 0.00 to 55 plf at 6.00 B-E E 19 0 TC-From 27 plf at 6.00 to 27 plf at 10.75 TC-From 55 plf at 10.75 to 55 plf at 16.75 BC-From 10 pif at 0.00 to 10 plf at 6.01 BC-From 5 plf at 6.01 to 5 plf at 10.74 BC-From 10 plf at 10.74 to 10 plf at 16.75 TC- 316 lb Conc.Load at 6.01,10.74 TC- 149 Ib Conc.Load at 8.06,8.69 BC- 202 Ib Conc.Load at 6.01,10.74 BC- 85 Ib Conc.Load at 8.06,8.69 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 16.75 BC 92 0.11 16.64 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAPE6X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:1 SEAN:17535/T4/COMN CUSTOM Qty: 2 FROM: DRW: T33. Wgt:54.6lbs / ... 05/28/15 8,4„8 16'9" 8'4"8 8'4"8 12 Bir5X5(R1) T 4D 3X4(61)A C=-3X4(BI) 101 2 5X5 D 8'4"8 8'4"8 8'4"8 16'9" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.029 D 999 240 A 542 /170 /245 I- /61 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.057 D 999 198 C 542 /170 /245 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.013 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.025 D A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 C Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.826 Bearings A&C Fcperp=565psi. Load Duration:125 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.999 Spacing:24.0MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.102 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 414 -972 B-C 414 -972 Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0122.23 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 A-D 859 -321 D-C 859 -321 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Web Forces Per Ply(Ibs) Lumber value set"13B"uses design values Webs Tens.Comp. approved 1/30/2013 by ALSC B-D 268 0 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 16.75 BC 111 0.11 16.64 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-3-13. 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 rAP X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:1 SEAN:17539/T24/MONO CUSTOM Qty: 3 FROM: DRW: T35• Wgt:26.6lbs / ... 05/28/15 1112X4 B 12 4 co f C"I 3X4(B1)A s 5 10'1"2 1112X4 C 7'4"8 7'4"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 242 /59 /127 /- /86 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 235 /91 /134 I- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.013 C Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.025 C A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 C Min Brg Width Req= Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.710 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.404 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.277 Chords Tens.Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 24 -101 Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0122.23 Maximum Bot Chord Forces Per Ply(lbs) Lumber Chords Tens.Comp. Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 A C 35 24 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Web Forces Per Ply(Ibs) Lumber value set"'I 3B"uses design values Webs Tens.Comp. approved 1/30/2013 by ALSC B-C 180 _181 Purlins In lieu of structural panels or rigid ceiling use puriins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.37 BC 75 0.11 7.37 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. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 2-11-13. 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 APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:1 SEAN:17546/T18/MONO CUSTOM Qty: 4 FROM: DRW: T37, Wgt:28.0lbs .. / ... 05/28/15 1112X4 B 12 4 N ih 3X4(B1)A s 5 10'1"2 C 8' 1112X4[81 8' ♦Maximum Reactions Ibs Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ( 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 I RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 263 /27 /138 I- 166 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 255 /52 /145 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.016 C Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.032 C A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 C Min Brg Width Req= Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.842 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.472 MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.350 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" Chords Tens.Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 23 -112 Wind Duration:1.60 WAVE VIEW Ver:14.03.016.0122.23 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 To chord 2x4 SP#2 manufacturer tested capacities and calculations. A-C 41 -26 Top Conditions may exist that require different Bot chord 2x4 SP#2 connections than indicated.Refer to manufacturer Webs 2x4 SP#3 publication for additional information. Maximum Web Forces Per Ply(Ibs) Lumber value set"136"uses design values Bearing at location x=7'9" uses the following Webs Tens.Comp. approved 1/30/2013 by ALSC support conditions: B-C 188 -196 Plate Shift Table Bearing C (7'9",10'1"2)LUS26 Supporting Member:(4)2x6 SP SS Dense JT Plate Lateral Chord JT Plate Lateral Chord into supporting No Size Shift Bite No Size Shift Bite member, [8] 2X4 S 2.25 into supported member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 8.00 BC 75 0.11 8.00 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. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 3-2-5. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:1SEQN:17253/T75 I COMN CUSTOM Qty: 1 FROM: DRW: T39. Wgt:10.51bs / ... 05/28/15 12 4 1112X4 B 3X4(61 A 10'1"2 1112X4 C 21611 MI 20611 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) loc Udefl L/# Loc R /U /Rw /Rh /RL 1W TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 174 /49 /- /- /- /5-5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 215 /58 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 C Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.002 C A Min Brg Width Req= 1.5 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 C Min Brg Width Req= NCBCLL:10.00 g Bearing A Fcperp=565psi. Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.089 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.310 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.028 Chords Tens.Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 21 -59 Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0122.23 Lumber Hangers 1 Tres Maximum Bot Chord Forces Per Ply(lbs) Recommended hanger connections are based on Chords Tens.Comp. Value Set:136(Effective 6/1/2013) g To chord 2x4 SP#2 manufacturer tested capacities and calculations. q_C 40 -11 P Conditions may exist that require different Bot chord 2x4 SP#2 connections than indicated.Refer to manufacturer Webs 2x6 SP#2 publication for additional information. Maximum Web Forces Per Ply(lbs) Lumber value set"13B"uses design values Bearing at location x=2'3" y=10'1"2 uses the following Webs Tens.Comp. approved 1/30/2013 by ALSC support conditions: B-C 30 -60 Special Loads Bearing C (2'3",10'1"2)LUS26 Supporting Member:(4)2x6 SP SS Dense ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) into supporting TC-From 55 plf at 0.00 to 55 plf at 2.50 member, BC-From 10 plf at 0.00 to 10 plf at 2.50 into supported BC- 227 Ib Conc.Load at 1.56 member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 2.50 BC 27 0.11 2.50 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Additional Notes The overall height of this truss excluding overhang is 1-4-5. 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 A I E X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:1 SEAN:17219/T17/COMN CUSTOM Qty: 2 FROM: DRW: T40A Wgt:78.4 lbs I ... 05/28/15 7' 13'8"8 7' 6'8"8 1112X4 12 4 p 03X4 B N 3X3[1]A T 1R LA9'1"2 F3X4 1113X4f7] 1112X4 6'8"8 E 7' D 6'8"8 13'8"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 Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.017 B 999 240 F 444 /38 /230 /- /1113 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.032 B 999 180 D 444 /98 /255 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.005 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):-0.009 C F Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 D Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.775 Bearing F Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.490 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.646 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 144 -602 B-C 44 -73 Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0122.23 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Value Set:136(Effective 6/1/2013) Top chord 2x4 SP#2 F-E 69 -211 E-D 526 -271 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Web Forces Per Ply(Ibs) Lumber value set"136"uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC A-F 170 -416 B-D 306 -594 Plate Shift Table A-E 495 -66 C-D 127 -140 JT Plate Lateral Chord JT Plate Lateral Chord E-B 188 -7 No Size Shift Bite No Size Shift Bite Ill 3X3 2.26 R 1.50 [7] 3X4 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 13.71 BC 120 0.00 13.71 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 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 6-1-2. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 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 DeloretoResidence Ply:1 SEQN:17221/T30/COMN CUSTOM Qty: 1 FROM: DRW: T42 Wgt:82.6 lbs I ... 05/28/15 5'10"4 11'8"8 13'8"8 5'110"4 5'l 0"4 2' 111 2X4 C=-4X4 D 12 4 p 1112X4 B N 3X3 A T P 113 9'1"2 =3X8 1113X411E0] F 1112X4 5'10"4 7'10"4 5'10"4 13'8"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): 0.020 B 999 240 G 444 /47 /231 /- 197 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.039 B 999 180 E 444 /111 /233 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.006 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):-0.011 D G Min Big Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:p 1.5 E Min Big Width Req= TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.435 Bearing G Fcperp=565psi. Soffit: 2.00 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.458 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.315 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.00 ft FTIRT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 182 -626 C-D 0 0 Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0122.23 B-C 275 -643 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 Bot chord 2x4 SP#2 G-F 54 -179 F-E 139 93 Webs 2x4 SP#3 Lumber value set"1313"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Plate Shift Table A-G 178 -423 F-C 547 -272 JT Plate Lateral Chord JT Plate Lateral Chord A-F 544 -128 C-E 256 383 No Size Shift Bite No Size Shift Bite B-F 255 -389 D-E 45 54 [10] 3X4 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 13.71 BC 120 0.00 13.71 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 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 5-5-2. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rAP X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:1 SEAN:17225/T81/COMN CUSTOM Qty: 3 FROM: DRW: T44. Wgt:128.8lbs .. / ... 05/28115 6'1"5 12'2"8 18'311 24,5. 6'1"5 6'1"3 6'1"3 6'1"5 C=4X4 12 4 p s 3X4[4]B D--3X41131 N r lfi E 1112X4 (a) 1112X4A (a) �I �9'1"2 =3X4 =3X4 =G 4 J=4X4 2) l H 81 11 =4X4[17] [ 8'1"11 3'10"5 4'3"5 8'1"11 12' 16'3"5 24,5. Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.069 C 999 293 J 830 /112 /353 /- /89 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.129 C 999 293 F 831 /112 /353 /- /- 15.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.030 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.055 F J Min Big Width Req= 1.5 g NCBCLL:10.00 Mean Height:15.00 ft 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: 0.436 Bearings J&F Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.635 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:>2h Rep Factors Used:Yes Max Web CSI: 0.396 Chords Tens-Comp. Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 70 -83 C-D 529 -1305 Wind Duration:1.60 WAVE I VIEW Ver:14.03.01 G.0122.23 B-C 529-1304 D-E 70 -83 Lumber Wind Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Chords Tens-Comp. Chords Tens. Comp. To chord 2x4 SP#2 member design. Top J-I 1250 -443 H-G 1003 -315 Bot chord 2x4 SP#2 Additional Notes Webs 2x4 SP#3 I-H 1003 -315 G-F 1251 -443 value set"13B"uses design values The overall height of this truss excluding overhang is Lumber approved s 013 B AsesLSC 5-7-2. Maximum Web Forces Per Ply(Ibs) Webs Tens-Comp. Webs Tens. Comp. Bracing A-J 120 -152 C-G 358 -83 (a)Continuous lateral restraint equally spaced on J-B 491 -1376 G-D 142 -179 member. B-1 142 -179 D-F 491 -1377 Plate Shift Table I-C 357 -83 E-F 120 -152 JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [2] 4X4 2.25 R 2.50 [4] 3X4 S 1.25 [13] 3X4 S 1.25 [17] 4X4 1.75 R 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) Endift) TC 24 0.00 24.42 BC 120 0.00 24.42 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rAP X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:1 SEAN:17229/T9/COMN CUSTOM Qty: 1 FROM: DRW: T4& Wgt:124.6 lbs I ... 05/28/15 91 15'5" 24'5" g 6'S" 9' =5X5 =6X8 12 B T2 C 4 p to D---4X4[151 Nt4X4[1)A I1"2 =3 H8[71 =G 4 =3 F4[14 ] 11112X4[31 9' 1112X4[18] 9'1"4 2'10"12 3'S" 9.1"4 12' 15'5" 24'5" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U I Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.061 B 999 293 1 791 /151 /355 /- /66 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.118 B 999 293 E 791 /151 /355 /- /- /5.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.011 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.020 D I Min Brg Width Req= 1.5 NMean Height:15.00 It Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5 Soffit: 10.00 9 Sooffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.756 Bearings I&E Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.640 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:>2h Rep Factors Used:Yes Max Web CSI: 0.668 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 553-1281 C-D 550 -1277 Wind Duration:1.60 WAVE I VIEW Ver:14.03.01G.0122.23 B-C 581 -1145 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP M-30:T2 2x4 SP#2: Bot chord 2x4 SP#2 1-H 118 -81 -F 1144 458 Webs 2x4 SP#3 H-G 1144 -458 F F-E 94 45 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Plate Shift Table A-I 372 -748 C-F 143 -64 JT Plate Lateral Chord JT Plate Lateral Chord A-H 1062 -423 F- 1059 -421 No Size Shift Bite No Size Shift Bite [ 11 4X4 1.09 L 1.50 [3] 2X4 S 2.75 B-H 146 -153 D-E 749 E 372 [71 3X8 2.75 L 1.25 [14] 3X4 S 1.25 H-C 227 -223 [15] 4X4 1.96 R 1.50 [18] 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 24.42 BC 120 0.00 24.42 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 4-6-5. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE Na.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:1 SEQN:17242 I T3/COMN CUSTOM Qty: 2 FROM: DRW: T48, Wgt:60.2lbs / ... 05/28/15 5'11"g 11'11" 5'11"8 5'11"8 4 p Bdr4X4(R1) m 3X3A� 03X3 T P io 18 9,1„2 -3xIII F E 1112X4[2] 5'11"gi 5'11"8 5'11"8 11'11" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.011 B 999 240 F 386 1121 /170 /- /43 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.022 B 999 180 D 386 /121 1170 I- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.002 C F Min Brg Width Req= 1.5 NMean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= Soffit: 10.00 g Sooffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.443 Bearing F Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.255 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.155 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 260 -494 B-C 260 -494 1G.0122.23 Wind Duration:1.60 WAVE VIEW Ver:14.03.0 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Hangers 1 Ties Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) Recommended hanger connections are based on To chord 2x4 SP#2 manufacturer tested capacities and calculations. F-E 61 -52 E-D 32 18 P Conditions may exist that require different Bot chord 2x4 SP#2 connections than indicated.Refer to manufacturer Webs 2x4 SP#3 publication for additional information. Maximum Web Forces Per Ply(Ibs) Lumber value set"l 3B"uses design values Bearing at location x=11'8" uses the following Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC support conditions: A-F 224 -361 E-C 408 -181 Plate Shift Table Bearing D (11'8",9'1"2)LUS26 A-E 408 -181 C-D 224 -361 Supporting Member:(1)2x6 SP SS Dense B-E 117 -95 JT Plate Lateral Chord JT Plate Lateral Chord into supporting No Size Shift Bite No Size Shift Bite member, (2] 2X4 S 2.25 [11] 2X4 S 2.25 into supported member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 11.92 BC 120 0.00 11.92 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-6-2. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rAP X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:1 SEQN:17244/T121/COMN CUSTOM Qty: 1 FROM: DRW: T50 Wgt:43.4lbs / ... 05/28/15 1112X46 12 4 p A 5X5[1 T LO W1 1 9'1"2 1113X4[7]C 114X5 7' A 7' 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 Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.001 B 999 240 D 1040 /293 /- /- / /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 B 999 180 C 874 /277 - BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 A - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.007 A D Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code 1 Misc Criteria Creep Factor:1.5 C Min Big Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.696 Bearing D Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.758 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.265 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. GCpi:0.18 Plate Type(s): A-B 45 -99 Wind Duration:1.60 WAVE VIEW Ver:14.03.016.0122.23 Lumber Hangers/Ties Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 611/2013) Recommended hanger connections are based on Chords Tens.Comp. Top chord 2x4 SP#2 manufacturer tested capacities and calculations. D-C 342 -118 x6 SP SS Dense Conditions may exist that require different Bot chord 2 Webs 2x4 x6 S :W1 2x6 a #2: connections than indicated.Refer to manufacturer publication for additional information. Maximum Web Forces Per Ply(Ibs) Lumber value set"1313"uses design values Bearing at location x=6'9" uses the following Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC support conditions: PP A-D 88 -166 B-C 83 -167 Special Loads Bearing C (6'9",9'1"2)HTU26 A-C 108 -314 Supporting Member:(1)2x6 SP SS Dense --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) (20)0.148'x3"nails into supporting TC-From 55 plf at 0.00 to 55 plf at 7.00 member, BC-From 5 plf at 0.00 to 5 plf at 7.00 (11)0.148"x1.5"nails into supported BC- 724 Ib Conc.Load at 1.56 member. BC- 386 Ib Conc.Load at 3.56,5.56 Additional Notes Plate Shift Table The overall height of this truss excluding overhang is JT Plate Lateral Chord JT Plate Lateral Chord 3-10-5. No Size Shift Bite No Size Shift Bite Ill 5X5 S 1.75 [7] 3X4 S 2.25 Purlins In lieu of structural panels or rigid ceiling use puriins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.00 BC 74 0.00 7.00 Apply puriins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. 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 DeloretoResidence Ply:1 SEAN:173911 T130/COMN CUSTOM Qty: 4 FROM: DRW: T52L Wgt:57.4lbs / ... 05/28/15 8'8"8 17'5' 8'8"8 8'8"8 12 Bim„5X5(R 1) 4 p N Cn ih =3X4(B1)A C--3X4(Bl) 10'1"2 =5X5 D 8'8"8 8'8"8 8'8"8 17'5' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.030 D 999 240 A 564 /177 /255 I- /64 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.059 D 999 206 C 564 /177 /255 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.014 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.027 D - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 C Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.918 Bearings A&C 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/2 to In Rep Factors Used:Yes Max Web CSI: 0.107 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 425-1017 B-C 425 -1017 Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 Lumber Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 A-D 899 -330 D-C 899 -330 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Web Forces Per Ply(lbs) Lumber value set"13B"uses design values Webs Tens.Comp. approved 1/30/2013 by ALSC B-D 280 0 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. 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 17.42 BC 106 0.11 17.31 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-5-2. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:1 SEAN:17405/T126/COMN CUSTOM Qty: 1 FROM: DRW: T53. Wgt:55.3lbs .. / ... 05/28/15 8'8"8 11'4"8 8'8„8 2,8„ C 11105 12 4 D D�4X5 T M 03X4 B r iD 3X4(C3 -2X4(C3) 10'1"2 =�XS 11145 1 10,4"8 J 8'10"4 26 ' "4 8'10"4 11'4"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh I RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.085 B 999 240 A 410 /63 /229 /- /69 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.177 B 695 180 E 330 /51 /135 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.050 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.104 B A Min Brg Width Req= 1.5 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 E Min Brg Width Req= NCBCLL: 10.00 g Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.534 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.381 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.149 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 1009-1208 C-D 191 306 Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 B-C 184 -354 Lumber Additional Notes The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(lbs) Value Set:136(Effective 6/1/2013) g Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 3-5-2. Bot chord 2x4 SP#2 A-F 298 3 178 F E 1 Webs 2x4 SP#3 :Lt Slider 2x6 SP#2:BLOCK LENGTH= 2.750' Maximum Web Forces Per Ply(Ibs) Lumber value set"136"uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC C-F 162 -150 D-E 222 -356 Plating Notes F-D 391 -229 Plates sized for a minimum of 4.00 sq.in./piece. 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 11.37 BC 75 0.00 11.37 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 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rAP X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:1 SEQN:17263/T114/VAL CUSTOM Qty: 1 FROM: DRW: Vol, Wgt:60.2lbs / ... 05/28/15 4'8" 8'8" 1 12'8" 17'4" 4'8" 4' 4' 4'8" 12 C=4X4 T 4p B N ---31X4(Dl) :!!J� 1 I ALJ 21'5"13 H G F 17'4" -I 4'8" 1 4' 4' 1 4'8" 4'8" 8'8" 12,8„ 17'4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF 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): 0.011 F 999 240 1- 65 /474 /424 /- /42 /208 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.022 F 999 204 Wind reactions based on MWFRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.003 F - - I Min Brg Width Req= - Des Ld: 32.00 EXP:C HORZ(TL):-0.006 F Bearing I Fcperp=565psi. NCBCLL:10.00 Mean Height:23.09 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.280 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.082 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.090 A-B 110 -81 C-D 106 -1 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: B-C 106 0 D-E 110 -81 GCpi:0.18 Plate Type(s): Wind Duration:18 WAVE VIEW Ver:14.03.016.012223 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) A-H 101 -66 G-F 112 -75 Top chord 2x4 SP#2 H-G 112 -75 F-E 101 -66 Bot chord 2x4 SP M-30 Webs 2x4 SP#3 Maximum Gable Forces Per Ply(Ibs) Lumber value set"1313"uses design values Gables Tens.Comp. Gables Tens. Comp. approved 1/30/2013 by ALSC B-H 302 -261 F-D 302 -261 Plating Notes C-G 184 -221 All plates are 2X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.15 17.19 BC 75 0.00 17.33 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A14030ENC101014&GBLLETIN1014 for gable wind bracing requirements. See DWG VAL160101014 for valley details. The overall height of this truss excluding overhang is 2-11-3- NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAPVEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 DeloretoResidence Ply:1 SEQN:17267/T110/VAL CUSTOM Qty: 1 FROM: DRW: V03. Wgt:29.4 lbs I ... 05/28/15 4,8„ 9,4" 4,8„ 4'8" 12 4 � B=4X4 T M !� A X4(D1 =3X4(DC) E 22'9"13 994"1112 4 4,8„ 4'8" 4,8„ 9'4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /L1 /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.015 D 999 240 E' 65 /229 /217 /- /20 /112 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.035 D 999 180 Wind reactions based on MWFRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.004 D - - E Min Brg Width Req= - Des Ld: 32.00 EXP:C HORZ(TL):-0.010 D Bearing E Fcperp=565psi. NCBCLL:10.00 Mean Height:23.76 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.223 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.219 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.073 A-B 227 -141 B-C 227 -142 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0122.23 Chords Tens.Comp. Chords Tens. Comp. Lumber A-D 174 -188 D-C 174 -188 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Web Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Webs Tens.Comp. Webs 2x4 SP#3 B-D 246 -303 Lumber value set"l 3B"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -0.60 8.44 BC 75 -0.75 8.58 Apply pur ins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details. The overall height of this truss excluding overhang is 1-7-3. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rAP X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 J• }, CITE' OF ATI .&NITIC BEACH PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH,FL 32233 r J1i1�`' (904)270-2535 or(904)247-5874 NEW WATER/SEWER TAP REQUEST Date: &" -1-/ S-- Project Address: 14,-1 No_of Units: Commercial Residential 1,./" Multi-Family New Water Tap(s)&Meter(s) Meter Size(s) 3 -- New Irrigation Meter l-"" Upgrade Existing Meter from to (size) New Reclaimed Water Meter Size 3� New Connection to City Sewer—V Name: Applicant Address: City: State: Zip Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application#,/ - SFi--/Z&3 Water System Development Charge $ / ! yU, (JON/ Sewer System Development Charge $ Water Meter Only Reclaimed Meter Only Water Meter Tap $ (notes) Sewer Tap $ Cross Connection Other $ TOTAL $'� �O/0 0 APPROVED: Kavle Moore,PE (Deputy PW Director or Authorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BEASSESSED PUBLIC UTILITIES PLAN REVIEW COMMENTS Date: �j— /_/-5— Initials: Project Name/Address: / / V I fV1e �G K PV.Application Permit Check Box Check Application Tracking Comments to Add Box to Comment "Print" UWSU Avoid damage to underground water/sewer utilities. Verify vertical and horizontal ❑ ❑ location of utilities. Hand dig if necessary. If field coordination is needed,call 247-5834. MBSC d' Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. RTIC A sewer cleanout must be installed at the property line. Cleanout must be covered with d an RTI concrete box with metal lid. Cleanout to be set to grade and visible. RPZB A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested ❑ ❑ by a certified tester and a copy of the results sent to Public Utilities. STRM Plans note the building will be unsprinkled. If plans change,any fire line installed must be metered with a Sensus touch-read meter in a properly sized vault and an appropriate ❑ ❑ backflow preventer installed. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities. FSBR If fire sprinkler system is provided,contact Malcolm Clemons at 247-5839 for backflow ❑ ❑ requirements. At a minimum, will require a double check backflow preventer. FLM Fire lines must be metered with a Sensus touch-read meter. Meters larger than 2" must ❑ be installed in a vault as noted in JEA specifications. ❑ ❑ ❑ ❑ ❑ ❑ BUILDING PERMIT APPLICATION �l MAY 2 a ' CITY OF ATLANTIC BEACH 1 800 Seminole Road,Atlantic Beach,FL 32233 Office(904)247-5826 Fax(904)247-5845 By ----- --- 3 Job Address:j('a c� mQ r t 1` a�1 a �' y�% Permit Number: a^+`c' Loi- 9 a Parcel ! l9 g 0075 -� f -755 Legal Description c2 1 13 cl c�k o1S o7E ' FIoor ea o —�q. t. 'q�t Valuation of Work$ 'X�O 0 0 O Proposed Work heated/cooled 37 S F non-heated/cooled S� T i Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s)(circle one): Commercial �es If an existing trructure,is a fire sprinkler system installed?(Circle one): o N/A ? Florida Product Approval# i For multiple products use product approva orm Describe in detail the type of work to be performed:sl•eu) f eSiae,n+i ak r.,-n6-+r�j L+i an S� f t Property Owner Information: Name: sZr^e A-0re+0 Address:_t41o1) CQmbrectae, F (S Cow,- _-_ I City 3Q /1�i c_ tat�(_Zip s n1a 4 Phone •7(v 1 - t-1 1 -S1 O a 1 E-Mail or Fax#(optional) M /,Vert OM tS C O� t Contractor Information: CONTRACTOR EMAIL ADDRESS: ,", l Qualifying Agent: T v� VV h t� _ Company Name: QNve o �h XC_ fy' g g Address:4ol8 ('i l c1 �� City�ocksr�,V� _State Zip Office Phon - Job Site/Contact Number 9 04-304 -954U Fax# 9 04- `��'93(3 t{ , State Certification/Registration# G 5 O 3 t0G Architect Name&Phone#,NoTor\ fY1- er-s �C�eeK a - Engineer's Name&Phone# A p UC Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address d g f'T' 1„1 l A n r Jac) Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void tf work is not commenced within six(6)months, or if construction or work is suspended of abandoned for a period ojsix((6)months at any time after work is commenced. I understand that separate permits must be secured for Electrical"Work,Plumbing,Signs, Wells,Pools,hurnaces,Boilers,Heaters, Tanks and Air Conditioners,eta 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 LEND OR AN ATTORNEY BEFOR ENTE RECORDING YOUR NOTICE OF 1 hereb cert that ave read and amined this a plication and know the same to be true and correct. All provisions of laws and ordinances governing this type ofYwork will a complied with eci red herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of a other federal;st or local aw,re sting construction or the performance of construction. Signatu of O er Signature of Contractor Print Name Print Name1)..... . ..................._........... .__......_......._...... .r.e_ i._..... . .-c�. ......._......................._..._._. Before me 2n 'S Before m Day of A r t � 20 a1-� this r Day of T�� -' b�c+�_ �•�CQAti� _. ._.. Notary Public Notary Publ _ L.C3L_,NS r DE8t�1 q JN26. r; Notary PlUIIC•State of Florida Notar Pu - . =My Comm Expires Jan 30,2019 + =My COMM.EWdres ion 3p,2019 Commission#FF 165278 COnfmlffion/FF 165278 i�jp OF Gam . Bonded thr,)ugh National Notary Assn. �"" 1IMO*Mortal Mary Assn. SITE PLAN LOT 92 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 FASRECORDED IN PLAT BOOK 67, PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. GRAPHIC SCALE ❑� DENOTES CHEMICAL TOILET DENOTES PROPOSED CONCRETE DENOTES FUTURE 4' TREE ( IN FEET) 1 inch 30 ft \ \ zrRucrulE v. 1P" 15.26' \� / 12p P t5.65' y �$p3 RN o �. a.......... ¢ Y . w o. 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D ent review required Yes No B ild' Applicant: (a'7 anning&Zorn GG vs Valor Project: �G n i ublicWork is I i ie Public Safety Fire Services Review fee $ Dept Signature Review or Receipt Date Other Agency Review or Permit Required of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: QApproved. O,D`enied. (Circle one.) Comments: BUILDING J i PLANNING&ZONING P Reviewed by: —�� Date: L 1 TREE ADMIN. Second Review: ❑Approved as revised. [� nied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. []Denied. Comments: Reviewed by: Date: Revised 07/27/10 PUBLIC WORKS PLAN REVIEW COMMENTS Date (� ✓/J/ Application Permit#: Project Name/Address : �(Q (�( ' Check Box to Application Tracking Comments Select CORRECTION ITEMS: CSMP Provide construction site management plan, including location of dumpster and portable toilet. Right- ❑ f-Way Permit is required if using right-of-way for construction parking. DPLN Provide drainage plans showing site topography(flow arrows,etc.) ❑ ESCP Provide erosion and sediment control plans with installation details. ❑ IMPS Provide impervious surface calculations for entire lot (existing and post construction). ❑ section 24-66(b)of the Land Development Regulations requires on-site storage for increased run-off if LDCS adding 400 SF or more impervious surface. Provide Delta volume calculations and on-site retention ❑ required per Section 24-66(b). (See attached information sheet.) MEET Recommend Owner/Contractor meet with Public Works Director to discuss proposed construction. ❑ Call 247-5834 to make an appointment. REPM A Revocable Encroachment Permit must be obtained. ❑ RMRO II runoff must remain on-site. Cannot raise lot elevation without measures to retain runoff. ❑ RWPM A Right-of-Way Permit must be obtained for use ❑ TSUR Provide a pre-construction topographic survey prepared by a Florida Licensed Professional Land ❑ urveyor,showing 1'contours. nf-jffonj�sjeuctilon. ONS OF APPROVAL TO PRINT ON PERMIT: ete driveway aprons must be 5"thick,4000 psi,with fibermesh from edge of pavement to the DAline. Reinforcing rods or mesh are not allowed in the right-of-way. (Commercial driveways— ) ion control measures must be installed and approved prior to beginning any earth disturbing ECI . Contact Public Works(247-5834)for Erosion and Sediment Control Inspection prior to sta P � uction. S �Omust remain on-site during construction. PCIS ff-on-site-s�torage is required,a post construction topographic survey documenting proper construction ❑ ill be required. PLWP Pool—Wellpoint(if used) must discharge into vegetated area 10' minimum from street or drainage C3 eature (swale, structure or lagoon). A separate pool permit is required. Roll off container company must be on City approved list and container cannot be placed on City right- ROFF f-way. (Approved:Advanced Disposal, Realco Recycling, Republic Services,Shappel's and Waste Pro). RWRS 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 URCT feet in each direction from the center of the cut. Repair must be shown on the plans. /6 a 42PZ ,X IZ = /0, DO� z y x✓-X = 1A q� i K b 36 /7,,r JO 110 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Departmeent.) 80o Seminole Road 12,43 Atlantic Beach,Florida 32233 54 a Phone(904)247-5826 - Fax(90 )247-54,5 Date routed: E-mail: building-dept@coab.us City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM �Q D ent review required Yes No Property Address: Bu"Id' cc anning&Zorn Applicant: L rns ra or E ,"'Public Work Project: G n is ti►ie Public Safety Fire Services Review fee $ 4: Dept Signature "M Review or Receipt Date Other Agency Review or Permit Required of Permit Verified By- Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers P sion of Hotels and Restaurants sion of Alcoholic Beverages and Tobacco er: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING _ PLANNING&ZONING Reviewed by: Gr Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. � I WO, KS omments: U LIC UTILITIES—_ E Reviewed by: Date: PUBLIC SAF Y FIRE SERVICES Third Review: [–]Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 ' FILA ' CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS 800 Seminole Road 904-247-5800 Z Atlantic Beach,Florida 32233-5445 Fax 904-247-5845 PLEASE SUBMIy,*COMPLETE SETS OF PLANS WITH APPLICATION. Date 'l—d�� PERMIT# ISSUED BY THE CITY Job AddressO -��i !`t V e- t krav\f OL F L. Permitee: LAr (� � Telephone 4 4)l 0 ( Cl Permittee Address: �� it Pr i nc t+an Blvd � ) c liicy l H 3d0 Jlo Requesting Permission to Construct: 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: a 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 Dep rtme t f Transportation Standards and be performed under the supervision of (Contractor's Project Superintendent) located at a&0 Telephone#: 4-95,t b 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. 6. 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 Right of 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, age;-and cost of expenses arising in any manner of the exercise or attempted exercises by the hold f the afore laid rights and privileges. ks s all be notified twenty-four (24) hours prior to starting work and again immediately9. The Director of ��Aic Worcompletion. OWNER DEBORAH L.COLLINS +� Notary Public.State of Florida Signed: Date: My Comm.Expires Jan 30,2019 Before me this day of the County of Duval, -;;, Commission#FF 165278 State Of Florida,has personally appeared 'F° F9nde.c through National Notary 4,� Notary Public at Large,State of Florida,County of Duval. FM co mission expires*. 'i Personally �� - 1 - -3S FrCOuced Identification: FILE, �"%!"7""! Permit Attachment of for Permit# issued ^^ �_� ,20_Atlantic Beach,FL 32233 f/ (�� Owner's Name:pl re_Im IJ 2I tX� Property Address: I tog 4 mor t� 1VC O af5 I.,Jr R.E.#: Ibg55 _ I I Subdivision: Lot#/Block#: 9 a REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT,issued on this day of _20, by Atlantic Beach, Florida, a municipal corporation organized and existing under the laws of theState of Florida, hereinafter referred to as "CITY" and of Atlantic Beach, Florida, hereinafter referred to as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Right-of-Way/Easement permit numbers noted above(copies attached). This work is generally described as: n kW (`05 i d e 4t ok SEC Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty(30)days notice by CITY to the USER, said notice to USER shall be given by certified mail, return recei t requeste to the following address: k �kc" N M tar +� +�ah�►� L '3pQ 111 The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing,operating,replacing,or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code,and all other land use and code requirements of the CITY,including City Code Section 19-7(h)which states"Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." Page 1 of 2 The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach,Public Works Department,for said change. The USER shall,at the discretion of the CITY, be requested to submit as-built drawings showing the change within thirty(30) days after the day of completion. This permit shall insure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terns and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of public rights-of-way and other public land. USER further agrees that the CITY and its officers and employees shall be saved ss by the USER from any of the work herein under the terms of this permit and that all of said liabi ' es are ereby assumed by the USER. ATED a SIGNED this day of Apr-,'( , 20/'- By' Property Owner (to be signed in presence of the Notary) STATE OF FLORIDA COUNTY OF DUVAL On this a - day of )r-'1 , 20/5, ersonally appeared before me, a Notary Public in and for said County and State, (1,4, e Lt�e}o the property owner of 1(x99 MOX-direr Q MOX-dirok Dr,v-e- ,Atlantic Beach,Florida,known to me to be the person(s)described in and who executed the foregoing instrument; who acknowledged to me that he or she executed the same freely and voluntarily and for the uses and purposes therein mentioned. ,o"n..'b DEBORAH L.COLLINS d,o-nc� a Mtr.Conun.Exptm Jan 30.2019 COMIsilm f FF 165278 Notary Public in for said County and State %E •• BonbdtAroupi NMtoid No"Ann. CITY OF ATLANTIC BEACH, FLORIDA, a municipal corporation: Approved: Doug Layton,Public Works Director For Permits where city sidewalk is impacted, City Manager approval required: Nelson Van Liere,City Manager Page 2 of 2 srL City of Atlantic Beach APPLICATION NUMBER ` Building Department (To be assigned by the Building Department.) 800 Seminole Road �— �� 12 K .3 n Atlantic Beach, Florida 32233-5445 � Phone(904)247-5826 - Fax(904)247-5845 q r E-mail: building-dept@coab.us Date routed: i City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: DA DpaxiMent review required Yes No Buil i Applicant: m anning &Zoni israor Project: ,n ublic Work is ti i ie Public Safety Fire Services Review fee $ Dept Signature Review or Receipt Date Other Agency Review or Permit Required of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ,Approved. ❑Denied. (Circle one.) Comments: BUILDING // PLANNING &ZONING Reviewed by: 4� ZA/ Date: b S TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date-.- FIRE ate:FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 BUILDING PERMIT APPLICATION MAY 2 8 CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach,FL 32233 Office (904)247-5826 Fax (904) 247-5845 By - Job Address: 16 Ckat IN i+1 e- UK P t V Permit Number: Legal Description te-1 t Lot- q a Parcel# I U 1 3 a 0517 � � q 13 © 5 - �75J Floor Area o q. t. q. t Valuation of Work$ `QUO-O�Proposed Work heated/cooled 3lS non-heated/cooled S� Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s)(circle one): Commercial is If an existing structure,is a fire sprinkler system installed?(Circle one): Yes o N/A Florida Product Approval# For multiple products use pro uct approve orm Describe in detail the type of work to be performed:flees) Property Owner Informa`tio__n: _ r Name: r 1e L�f e'� Q Address: y Icl Conn��Wo ` f S C City 3 i IG �Statf L Zip 3 a@!?4 Phone E-Mail or Fax#(Optional) te/<b Contractor Information: CONTRACTOR EMAIL ADDRESS: `� ' Company Name: i QQ elo rpr �c- Qualifying Agent: (�I'e�f �►y h t Ci 4clUanVi•� _State��—Zip 4304 Address:8ol8 t^i (Oct �' ty� Fax# 9 d4-(;-7 Office Phon - Job Site/Contact Number 9 04'304 11546 State Certification/Registmtion# G 5 O 3 - Architect Name&Phone#s N10rGn '�f_r ers 1 C�eeK a -Lx�C Z. Engineer's Name&Phone# Qy n O ga Fee Simple Title Holder Name and Address Bonding Company Name and Address I.� n r Mortgage Lender Name and Address G Prt- I Oa 3a0 a Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commencebe es null d or to the issuance rfw k rsrnot dthat all work ommenced within!b six(6)�monthsormed t omeet if construction or ds work iall asuspa deo o0 abandoned for a pconstruction in iseriod of sixn(6)Tmon�hs attam,time after work is commenced. I 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 LEND OR AN ATTORNEMENCEMENTCORDING YOUR NOTICE OF COM I here o work w ill complied with amined this cired/herein or notn and . The granting of a pew the same to be true r i doesnd cnot prt. All esumerons to gr'v�e autlaws hority tond vioiatences gor canc�ltthle pravisions of a other federal,st or local aw re acing construction or the performance of construction. Signatu of er Signature of Contractor g�� " ....k rf�. Print Name ! ".. ,/��. ................_.....-.._..-.._-._................_...._ De Print Name . . ......... ............._......_...-.....__.-.... Before meBefore me -201- S this D Day of 20 1:5 this @$_Day of _ Nota Publ - -.._._... Notary Public Notary L'Ea L_ r+y �� DEi34Notary Pu6Ti�-5tae of florido Nota!, P of FloridaMy Comn 30,2019 MY Comm.Expires Jan 30,2019 a`•' Comm165278 ;� °• Commission N FF 165278 o<<.;O "°� ��` ded ttrouph t�iona Notary Assn. �,,..� Bonded thNotary Assn.