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1626 MARITIME OAK DR - NEW HOME PERMIT n A:, ;\ e) CITY OF ATLANTIC BEACH • A► s 800 SEMINOLE ROAD j x$ . ATLANTIC BEACH, FL 32233 ..) INSPECTION PHONE LINE 247-5814 —011 Si SINGLE FAMILY DWELLING NEW MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 16-SFR-271 Job Type: SINGLE FAMILY RESIDENCE Description: NEW HOME/DRIVEWAY Estimated Value: $500,000.00 Issue Date: 2/24/2016 Expiration Date: 8/22/2016 PROPERTY ADDRESS: Address: 1626 MARITIME OAK DR RE Number: None GENERAL CONTRACTOR INFORMATION: Name: RIVERSIDE HOMES OF N FL Address: 414 OLD HARD RD STE 502 MATTHEW ROBERTS Phone: - - PERMIT INFORMATION: PUBLIC WORKS: UTILITY DEPT.: All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from the edge of pavement to the property line. Reinforcing rods or mesh area not allowed in the right-of-way. Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact Public Works(247-5834)for Erosion and Sediment Control Inspection prior to start of construction. All silt must remain on-site during construction. Roll off container company must be on City approved list and container cannot be placed on City Right- of-Way. (Approved: Advanced Disposal, Realco, Republic Services, Shappel's and Waste Pro.) Full right-of-way restoration, including sod, is required. Sidewalk must continue thru driveway with expansion joints on both sides. Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. PENH I IN AVI'KUVP.H UNLl IIN At I.OKDAI\CF. WI III ALL CI IV OF A I LANTIC BEACII ORDINANCES AND THE FLORIDA BUILDING CODES. ri CITY OF ATLANTIC BEACH IS1 - � 800 SEMINOLE ROAD — ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 FEES: ENG REV RESIDENTIAL BLD $100.00 PLAN CHECK FEES $840.00 UTIL REV RESIDENTIAL BLDG $50.00 BUILDING PERMIT FEE $1,680.00 STATE DCA SURCHARGE $25.20 STATE DBPR SURCHARGE $25.20 SEWER SDC-SYSTEM DEV CHG $4,050.00 WATER CONNECT/TAP & METER $370.00 WATER CROSS CONNECTION $50.00 WATER SDC-SYSTEM DEV CHG $1,140.00 Total Payments: $8,330.40 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Doc # 2015282764, OR BK 17396 Page 1408, Number Pages: 2, Recorded 12/14/2015 at 08:07 AM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $18.50 /6 z aft-6 Prepared by and return to: Brent R. Newton, Esquire Newton & Newton, P.A. 10192 San Jose Blvd. Jacksonville, FL 32257 File No. 15 -0514 Permit Number: Tax Folio Number: State of: Florida County of: Duval NOTICE OF COMMENCEMENT The undersigned hereby gives notice that improvement will be made to certain real property, and, in accordance with Chapter 713, Florida Statutes (revised 10- 1 -96), the following information is provided in this Notice of Commencement: 1. Description of Property: Lot 131, Atlantic Beach Country Club Unit Two, according to the plat thereof as recorded in Plat Book 67, Pages 132 through 137, of the public records of DuvalCounty, Florida. Street address: 1626 Maritime Oak Drive, Atlantic Beach, FL 32233 2. General Description of Improvements: construction of single family dwelling 3. Owner Information: a. Name and Address: Riverside Homes of North Florida, Inc. 12276 San Jose Boulevard, Suite 120 Jacksonville, Florida 32223 b. Interest in property: Fee Simple c. Names and address of fee simple title holder (if other than owner): 4. a. Contractor Riverside Homes of North Florida, Inc. 12276 San Jose Boulevard, Suite 120 Jacksonville, Florida 32223 b. Contractor's phone number: 904 -503 -7055 Fax number: 5. Surety: a. Name and address: b. Phone number: c. Amount of bond: 6. a. Lender: Fidelity Bank 7087 Baymeadows Road E., Suite 200 Jacksonville, Florida 32256 b. Lender's phone number: 904- 996 -1000 7. a. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1) (aX7)., Florida Statutes. b. Phone numbers of designated persons: 8. a. In addition to himself, Owner designates Tammy Simmons of Fidelity Bank, 7807 Baymeadows Road, E. Suite 200, Jacksonville, Florida 32256, to receive a copy of the Lienor's Notice as provided in Section 713.13(lxb), Florida Statutes. b. Phone number of person or entity designated by Owner: 904 - 996 -1024 9. Expiration date of Notice of Commencement (the expiration date is 1 year from date of recording unless a different date is specified): 1 �• _ DO NOT WRITE BELOW- OFFICE USE ONLY Applicable Codes: 2010 FLORIDA BUILDING CODE Review_Result (circle one Appro Disapproved Approved w/ Conditions Review Initials/Date: /71D, .?//e9//6 Development Size Habitable Space a cy I S. r Non-Habitable J?S Impervious area Miscellaneous Information Occupancy Group Q-3 Type of Construction V 13 Number of Stories . Z Zoning District ccvot1h7 C�,b Max. Occupancy Load Fire Sprinklers Required Flood Zone X Conditions/Comments: BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH OFFICE COPY 800 Seminole Road, Atlantic Beach, FL 32233 Office (904)247-5826 Fax(904) 247-5845 Job Address: 1626 Maritime Oak Drive Permit Number: /6 ` S r 1- 7/ Legal Description Lot 131 Atlantic Beach Country Club Unit 2 67-132 08-2S-29E Parcel# 169505-1950 Floor Area of Sq.Ft. S-q.Ft Valuation of Work$ cCO C b() Proposed Work heated/cooled 2541 nonHeated/cooled 985 Class of Work(circle one): ew Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s)(circle one): Commercial esidential If an existing structure,is a fire sprinkler system installed? (Circle one . es o ID Florida Product Approval# For multiple products use product approval orm Describe in detail the type of work to be performed: New construction- SFR Property Owner Information: Name: Riverside Homes of N. FL,Inc Address: 12276 San Jose Blvd., Ste. 120 City Jacksonville State FL Zip 32223 Phone 904-503-7055 E-Mail or Fax#l Srx t1' ` e s`clehor'nc• cam (Optional) Contractor Information: Company Name: Riverside Homes of North Florida,Inc. Qualifying Agent: Matthew Roberts Address:12276 San Jose Blvd., Ste. 120 City Jacksonville State FL Zip 32223 Office Phone 904-503-7055 Job Site/Contact Number_Same Fax#N/A State Certification/Registration# CBC 1254135 Architect Name&Phone#NE FL Design, Inc 904-260-3319 Engineer's Name&Phone#Apex Technology 904-821-5200 Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. I certii 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 f work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a_period of six(6)months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs, Wells,Pools, Furnaces,Boilers, Heaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby certify that 1 have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of specified work will be complied with whether speced herein or not. The granting ofa permit does not presume to give authority to violate or cancel the provisions of other federal,state, or local law regulating construction or the performance of construction. Signature of Owner Signature of Contractor Print Name Kt-t{if1 Rdoef'Vs/RafAsi.cic....Phil.es fy...N,FS Print Name M a P-ctot ifs// u'.sidi k,� flo f 0, - Sworn to and subscribed before me Sworn to and subscribed before me this , Day of Fibrin ,20 i b this Day of 4 ,20 1 Nota , 'ublic N. 'u. is Y 5 Revised 01.26.10 •• ,i•�•u4.,� LINOSEY M.BISHOP -rG---)1 l. Notary Pubic •State of Florida i,,.• N " Commission+r FF 946204 jo 11 e'* LINDSEY M. BISHOP 0 -'%e�, My Comm.Expires Jan 19,2020 73 Notary Public-State of Florida 1 0. it jc Commission 0 FF 946204 F,,o�p d;,• My Comm. 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S 4 > > J C o g � J T T-< C n _ °- o _ ' '" Z R D N m E; m = m a0 �o a m d m _.a o' > > > > m'; N o 1 0 o 3 o=v � x x j' 11 I ]�s Z N m a w p b y 2 o D Ti m a O 3 3 m A> m m O N n W A V t9y b b N V D V m 4 N A -.w."-' it I I I I i FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: RIVER2541 Builder Name: Riverside Homes Street: Ito a-A° ,-\t,0,a. OQ,10v ‘`r"t_"- Permit Office: City of Atlantic Beach City,State,Zip: Atlantic Beach, FL, .)-.Y.. Permit Number: Owner: Lee-Johnson Residence Jurisdiction: 261100 Design Location: FL,Jacksonville 1. New construction or existing New(From Plans) 9. Wall Types(2771.5 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame Wood,Exterior R=19.0 2476.50 ft2 b.Frame-Wood,Adjacent R=13.0 230.00 ft2 3. Number of units,if multiple family 1 c.Frame-Wood,Adjacent R=19.0 65.00 ft2 4. Number of Bedrooms 3 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (2126.0 sqft.) Insulation Area a.Roof Deck(Unvented) R=22.0 1917.00 ft2 6. Conditioned floor area above grade(ft2) 2541 b.Knee Wall(Unvented) R=0.0 209.00 ft2 R= ft2 Conditioned floor area below grade(ft2) 0 11. R Ducts R ft2 7. Windows(394.0 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Attic 6 508.2 a. U-Factor: Dbl,U=0.35 394.00 ft2 SHGC: SHGC=0.22 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 48.0 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 48.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 6.257 ft. Area Weighted Average SHGC: 0.220 14. Hot water systems 8. Floor Types (2541.0 sqft.) Insulation Area a.Natural Gas Tankless Cap: 1 gallons EF:0.820 a.Slab-On-Grade Edge Insulation R=0.0 1917.00 ft2 b. Conservation features b.Floor Over Other Space R=0.0 624.00 ft2 None c. N/A R= ft2 15.Credits Pstat Glass/Floor Area: 0.155 Total Proposed Modified Loads: 62.67 PASS Total Baseline Loads: 66.57 I hereby certify that the plans and specifications covered by Review of the plans and ;:'-,'SKE ST,g1�•., this calculatio re in com liance ith th.e F. specifications covered by this ' ti:: ' _ ,.O o u g l a s ickles Douglas R. --- : Code. suckles calculation indicates compliance : �:',,,.,' • F.=,.�'; „,...t`•: DN:cn=Douglas R.Stickles,c=US with the Florida Energy Code. I t:f,„, . „.:0; PREPAREDS'�:�c es o=A/C Masters HVAC,Inc. Before construction is completed ' I ' 's DATE: Date:2016.01.2912:42:52-0500' this building will be inspected for ' °� ?� compliance with Section 553.908 ° Florida Statutes. : r '!W 77- I hereby certify that this building, as designed, is in compliance ••.�r �� 5�'.: with the Florida Energy Code. DD y�rE'C¢.••'• OWNER/AGENT: $1\61).-j60444S _- BUILDING OFFICIAL: DATE: ' 1 DATE: 0/ - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.2.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 1/21/2016 11:25 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: RIVER2541 Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 2541 Lot# 131 Owner: Lee-Johnson Residence Total Stories: 2 Block/SubDivision: Atlantic Bch CC #of Units: 1 Worst Case: No PlatBook: Builder Name: Riverside Homes Rotate Angle: 270 Street: Permit Office: City of Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, New/Existing: New(From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp V 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 Block/ 2541 24786 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 1st Floor 1917 19170 Yes 2 1 1 Yes Yes Yes 2 2nd Floor 624 5616 No 2 2 1 Yes Yes Yes FLOORS ✓- _# Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio 1st Floor 199 ft 0 1917 ft2 ____ 0.2 0.8 0 2 Floor Over Other Space 2nd Floor ____ ____ 624 ft2 0 0.15 0.85 0 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 2304 ft2 0 ft2 Light 0.8 No 0.9 No 22 33.7 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 1917 ft2 N N 1/21/2016 11:25 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 CEILING V # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Unvented) 1st Floor 0 1293 ft2 0.11 Wood 2 Under Attic(Unvented) 2nd Floor 0 624 ft2 0.11 Wood 3 Knee Wall(Unvented) 2nd Floor 0 209 ft2 0.11 Wood WALLS / Adjacent Cavity Width Height Sheathing Framing Solar Below V # Ornt To Wall Type Space R-Value Ft In Ft In Area R-Value Fraction Absor-_Grade% 1 N=>W Exterior Frame-Wood 1st Floor 19 17 10 170.0 ft2 0.23 0.75 0 _ 2 E=>N Exterior Frame-Wood 1st Floor 19 7 9 10 77.5 ft2 0.23 0.75 0 3 N=>W Exterior Frame-Wood 1st Floor 19 23 3 12 279.0 ft2 0.23 0.75 0 _ 4 E=>N Exterior Frame-Wood 1st Floor 19 16 6 12 198.0 ft2 0.23 0.75 0 5 N=>W Exterior Frame-Wood 1st Floor 19 4 6 10 45.0 ft2 0.23 0.75 0 _ 6 E=>N Exterior Frame-Wood 1st Floor 19 20 10 200.0 ft2 0.23 0.75 0 7 S=>E Garage Frame-Wood 1st Floor 13 23 10 230.0 ft2 0.23 0.01 0 8 S=>E Garage Frame-Wood 1st Floor 19 6 6 10 65.0 ft2 0.23 0.01 0 9 S=>E Exterior Frame-Wood 1st Floor 19 4 10 40.0 ft2 0.23 0.75 0 10 E=>N Exterior Frame-Wood 1st Floor 19 4 6 10 45.0 ft2 0.23 0.75 0 11 S=>E Exterior Frame-Wood 1st Floor 19 16 6 10 165.0 ft2 0.23 0.75 0 12 W=>S Exterior Frame-Wood 1st Floor 19 55 6 10 555.0 ft2 0.23 0.75 0 13 N=>W Exterior Frame-Wood 2nd Floor 19 16 3 9 146.3 ft2 0.23 0.75 0 14 E=>N Exterior Frame-Wood 2nd Floor 19 1 3 9 11.3 ft2 0.23 0.75 0 15 N=>W Exterior Frame-Wood 2nd Floor 19 5 6 9 49.5 ft2 0.23 0.75 0 16 S=>E Exterior Frame-Wood 2nd Floor 19 5 6 9 49.5 ft2 0.23 0.75 0 17 E=>N Exterior Frame-Wood 2nd Floor 19 1 9 9 15.8 ft2 0.23 0.75 0 18 S=>E Exterior Frame-Wood 2nd Floor 19 16 6 9 148.5 ft2 0.23 0.75 0 19 W=>S Exterior Frame-Wood 2nd Floor 19 31 3 9 281.3 ft2 0.23 0.75 0 DOORS V # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S=>E Insulated 1st Floor None .46 3 8 24 ft2 2 S=>E Insulated 1st Floor None .46 2 8 8 21.3 ft2 WINDOWS Orientation shown is the entered orientation(=>)changed to As Built(rotated 270 degrees). Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N=>W 1 Vinyl Low-E Double Yes 0.35 0.22 54.0 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds None 2 N=>W 3 Vinyl Low-E Double Yes 0.35 0.22 128.0 ft2 10 ft 10 in 1 ft 0 in Drapes/blinds None 3 N=>W 3 Vinyl Low-E Double Yes 0.35 0.22 32.0 ft2 10 ft 10 in 1 ft 0 in Drapes/blinds None 4 E=>N 4 Vinyl Low-E Double Yes 0.35 0.22 25.0 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds None 5 S=>E 11 Vinyl Low-E Double Yes 0.35 0.22 42.0 ft2 11 ft 4 in 1 ft 0 in Drapes/blinds None 6 W=>S 12 Vinyl Low-E Double Yes 0.35 0.22 15.0 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds None 7 W=>S 12 Vinyl Low-E Double Yes 0.35 0.22 4.5 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds None 8 W=>S 12 Vinyl Low-E Double Yes 0.35 0.22 37.5 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds None 1/21/2016 11:25 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 WINDOWS Orientation shown is the entered orientation(=>)changed to As Built(rotated 270 degrees). J Wall Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 9 S=>E 16 Vinyl Low-E Double Yes 0.35 0.22 9.0 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds None 10 S=>E 18 Vinyl Low-E Double Yes 0.35 0.22 15.0 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds None 11 W=>S 19 Vinyl Low-E Double Yes 0.35 0.22 25.0 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds None 12 W=>S 19 Vinyl Low-E Double Yes 0.35 0.22 7.0 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 548.99972 ft2 384 ft2 64 ft 10 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .00031 2065.5 113.39 213.25 .2938 5 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:8.2 48 kBtu/hr 1 sys#1 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit split SEER: 14 48 kBtu/hr 1440 cfm 0.75 1 sys#1 HOT WATER SYSTEM V # System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Exterior 0.82 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Area Storage Cert # Company Name System Model# Collector Model# Volume FEF HVAC# None None ft2 DUCTS / —Supply— __Retum-- Air CFM 25 CFM25 �/ # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 508.2 ft Attic 127.05 Default Leakage Attic (Default) (Default) 1 1 1/21/2016 11:25 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 TEMPERATURES Programablee Thermostat:Y [[ ]] Ceiling Fans: Li Vent ng (X Jan 4X Feb [X]Mar [X Apr 1 I May 1X1 Jun 1X1 Jul 1X1 Aug 1X'Sep [X1 Oct pi Nov t 1 Dec Venting [[ ]Jan [ Feb [X Mar Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 1/21/2016 11:25 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 94 The lower the EnergyPerformance Index, the more efficient the home. , Atlantic Beach, 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 2476.50 ft2 b.Frame-Wood,Adjacent R=13.0 230.00 ft2 3. Number of units,if multiple family 1 c.Frame-Wood,Adjacent R=19.0 65.00 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10.Ceiling Types Insulation Area 5. Is this a worst case? No a.Roof Deck(Unvented) R=22.0 1917.00 ft2 6. Conditioned floor area(ft2) 2541 b.Knee Wall(Unvented) R=0.0 209.00 ft2 7. Windows** Description Area c. N/A R= ft2 a. U-Factor: Dbl,U=0.35 394.00 ft2 11. Ducts R ft2 a.Sup:Attic,Ret:Attic,AH:Attic 6 508.2 SHGC: SHGC=0.22 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 48.0 SEER:14.00 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 48.0 HSPF:8.20 Area Weighted Average Overhang Depth: 6.257 ft. Area Weighted Average SHGC: 0.220 8. Floor Types Insulation Area 14.Hot water systems Cap:1 gallons a.Slab-On-Grade Edge Insulation R=0.0 1917.00 ft2 a. Natural Gas EF:0.82 b.Floor Over Other Space R=0.0 624.00 ft2 b. Conservation features c. N/A R= ft2 None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building .:•�"TKES?'gT•• Construction through the above energy saving features which will be installed (or exceeded) ti :A.:',, in this home before final inspection. Otherwise, a new EPL Display Card will be completed f'1,1,7 " ,'�, C'�•` P P Y P ..n: based on installed Code compliant atures. mu, _° P,•: O Builder Signature: - fv�t,-tthau� ate: 31 t c9 'f"i i a City/FL Zip: c ''.....00.6.`r, K; Address of New Home: `(patD (�l uk.ki - �[1xG�1 ' ... ......... v4 I t *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 R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/21/2016 11:26 AM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods I ADDRESS: Atlantic Beach, FL, Permit Number: I MANDATORY REQUIREMENTS See individual code sections for full details. ❑ 401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level(EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law [Section 553.9085, Florida Statues]requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building.A copy of the EPL display card can be found in Appendix C. ❑ R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. o R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.The sealing methods between dissimilar materials shall allow for differential expansion and contraction. • R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1,as applicable to the method of construction. Where required by the code official,an approved third party shall inspect all components and verify compliance. • R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2,and 3 air changes per hour in Climate Zones 3 through 8.Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Where required by the code official,testing shall be conducted by an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures; 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures; 3.Interior doors,if installed at the time of the test,shall be open; 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling systems,if installed at the time of the test,shall be turned off;and 6.Supply and return registers,if installed at the time of the test,shall be fully open. O R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage.Windows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 Us/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 Us/m2),when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited,independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. o R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 Us)when tested in accordance with ASTM E 283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. ❑ R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. ❑ R403.2.2 Sealing(Mandatory)All ducts,air handlers,and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers,shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post-construction or rough-in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99,Florida Statutes,or as authorized by Florida Statutes,to be"substantially leak free"by either of the following: 1. Post-construction test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.All register boots shall be taped or otherwise sealed during the test. 2. Rough-in test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25Pa)across the system,including the manufacturer's air handler enclosure.All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test,total leakage shall be less than or equal to 3 cfm (85 Umin)per 100 square feet(9.29 m2)of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 1/21/2016 11:27 AM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) o R403.2.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design air flow rate when tested in accordance with ASHRAE 193. ❑ R403.2.3 Building Cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. ❑ R403.3 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C) or below 55°F(13°C)shall be insulated to a minimum of R-3., O R403.3.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage,including that caused by sunlight,moisture,equipment maintenance,and wind,and shall provide shielding from solar radiation that can cause degradation of the material.Adhesive tape shall not be permitted. ❑ R403.4.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. ❑ R403.4.3 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets.External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/2 inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. ❑ R403.4.4 Water heater efficiencies(Mandatory). Water heater efficiencies O R403.4.4.1 Storage water heater temperature controls . R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100°F to 140°F(38°C to 60°C). . R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. O R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. . R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors, and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol,Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal;and 2. Be installed at an orientation within 45 degrees of true south. ❑ R403.5 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code,Residential or Florida Building Code,Mechanical,as applicable,or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. O R403.5.1 Whole-house mechanical ventilation system fan efficacy. Mechanical ventilation system fans shall meet the efficacy requirements of Table R403.5.1. Exception:Where mechanical ventilation fans are integral to tested and listed HVAC equipment,they shall be powered by an electronically commutated motor. O R403.5.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62,Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioned system make air shall be provided to conditioned space from attics,crawlspaces,attached closed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed spaces(s),then the walls of the space(s)from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum or R-19,space permitting,or R-10 otherwise. ❑ R403.6 Heating and cooling equipment(Mandatory). The following sections are mandatory for cooling and heating equipment. O R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This code does not allow designer safety factors,provisions for future expansion or other factors which affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load,but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 1/21/2016 11:27 AM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) o R403.6.1.1 Cooling equipment capacity.(continued) The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing.Manufacture's expanded performance data shall be used to select cooling-only equipment.This selection shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multi-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,in attached single-and multi-family units,the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity • R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. • R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. • R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. ❑ R403.7 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. ❑ R403.8 Snow melt system controls(Mandatory). Snow and ice-melting systems,supplied through energy service to the building,shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F,and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. ❑ R403.9 Swimming pools,inground spas and portable spas(Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15.The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil-fired pool and spa heaters. All gas-and oil-fired pool and space heaters shall have a minimum ▪ thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance • with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. o R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps.Heaters,pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. o R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site-recovered energy,such as a heat pump or • solar energy source computed over an operating season. ❑ RR404.1 Lighting equipment(Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low-voltage lighting shall not be required to utilize high-efficacy lamps. o R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights ❑ R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. o R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19.Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 1/21/2016 11:27 AM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 3 of 3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: RIVER2541 L Builder Name: Riverside Homes Street: !(D .. n10-V1 h Y"L ti - 911 Permit Office: City of Atlantic Beach City,State,Zip: Atlantic Beach,FL, 3a- 'J Permit Number: Owner: Lee-Johnson Residence Jurisdiction: 261100 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air-permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. ✓, Rim joists Rim joists are insulated and include an air barrier. Floors (including above-garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls.Exposed earth earth in unvented crawl spaces shall be covered with a Class I f� vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity \_/ spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available / space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. `/. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors ✓ 1/21/2016 11:26 AM EnergyGaugee USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 Manual S Compliance Report Job: RIVER2541 / 1 p p Date: 01/21/16 ALATIM4 (OOLI IG Entire House By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#204,Jacksonville,FL 32256 Phone:904-722-8995 Fax 904-722-8944 Project Information For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Cooling Equipment Design Conditions Outdoor design DB: 93.0°F Sensible gain: 33268 Btuh Entering coil DB: 77.5°F Outdoor design WB:77.0°F Latent gain: 7143 Btuh Entering coil WB: 63.8°F Indoor design DB: 75.0°F Total gain: 40411 Btuh Indoor RH: 50% Estimated airflow: 1533 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0480000A+FB4CNP048L Actual airflow: 1533 cfm Sensible capacity: 33180 Btuh 100% of load Latent capacity: 10240 Btuh 143% of load Total capacity: 43420 Btuh 107% of load SHR: 76% Heating Equipment Design Conditions Outdoor design DB: 32.0°F Heat loss: 41660 Btuh Entering coil DB: 68.7°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0480000A+FB4CNP048L Actual airflow: 1533 cfm Output capacity: 46000 Btuh 110% of load Capacity balance: 31 °F Supplemental heat required: 0 Btuh Economic balance:-99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1533 cfm Output capacity: 10.6 kW 87% of load Temp. rise: 50 °F The above equipment was selected in accordance with ACCA Manual S. 2016-Jan-21 12:51:43 .` wrightsoft• Comfort Builder by Wrightsoft 15.0.22 RSU13256 Page 1 AC k ...omes\ATLANTIC BEACH CCIABCC131(Lee-Johnson).rup Calc=MJ8 Front Door faces: E Project Summary Job: R 41 7 Date: 01/21/16 121/16 HATIPIG . A (001IMG Entire House By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#204,Jacksorale,FL 32256 Phone:904-722-8995 Fax 904-722-8944 Pro'ect Information For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Notes: Lot 131,Atlantic Beach Country Club Lee-Johnson Residence Desk n Information Weather: Jacksonville, Intl Airport, 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 50 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 30726 Btuh Structure 20411 Btuh Ducts 10934 Btuh Ducts 12857 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 41660 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 33268 Btuh Method Detailed Latent Cooling Equipment Load Sizing Shielding 3 (partial) Stories 1 Structure 3800 Btuh Ducts 3343 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ft2) 2541 2541 Equipment latent load 7143 Btuh Volume (ft3) 24140 24140 Air changes/hour 0 0 Equipment total load 40411 Btuh Equiv.AVF (cfm) 0 0 Req. total capacity at 0.70 SHR 4.0 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade 14 SEER PURON HP Trade 14 SEER PURON HP Model CH14NB0480000A Cond CH14NB0480000A AHRI ref 7835757 Coil FB4CNP048L AHRI ref 7835757 Efficiency 8.2 HSPF Efficiency 11.7 EER, 14 SEER Heating input Sensible cooling 32200 Btuh Heating output 45500 Btuh @ 47°F Latent cooling 13800 Btuh Temperature rise 27 °F Total cooling 46000 Btuh Actual air flow 1533 cfm Actual air flow 1533 cfm Air flow factor 0.037 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.82 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Jan-21 12:51:43 C wrightsoft Comfort Builder by Wrightsoft 15.0.22 RSU13256 Page 1 AC CA ...omes\ATLANTIC BEACH CC\ABCC131(Lee-Johnson).rup Calc=MJ8 Front Door faces: E ► I ► Right-J®Worksheet Job: RIVER2541 J[atI .(JOili1c Entire House Date: 01/21/16 By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#204,Jacksonville,FL 32256 Phone:904-722-8995 Fax 904-722-8944 1 Room name Entire House Whole House 2 Exposed wall 277.0 ft 277.0 ft 3 Room height 9.5 ft 9.5 ft heat/cool 4 Room dimensions 2541.0 x 1.0 ft 5 Room area 2541.0 ft' 2541.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft'-°F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1qJ 12E-Osw 0.068 n 2.58 1.46 836 747 1930 1092 836 747 1930 1092 L-G 3A-2ov 0.350 n 13.30 10.86 89 0 1184 967 89 0 1184 967 W, 12E-Osw 0.068 e 2.58 1.46 690 476 1230 696 690 476 1230 696 L-G 3A-2ov 0.350 e 13.30 18.86 214 14 2846 4037 214 7 2846 4037 11 1(J 12E-Osw 0.068 s 2.58 1.46 548 523 1351 765 548 523 1351 765 L__G 3A-2ov 0.350 s 13.30 2.86 25 50 333 72 25 25 333 72 WI _ 12E-Osw 0.068 w 2.58 1.46 403 313 809 458 403 313 809 458 kl k-c; 3A-2ov 0.350 w 13.30 18.86 66 4 878 1245 66 2 878 1245 D MO 0.600 w 22.80 18.36 24 24 547 441 24 24 547 441 P 12B-Osw 0.097 - 3.69 1.73 295 274 1010 473 295 274 1010 473 11J0 0.600 n 22.80 18.36 21 21 479 386 21 21 479 386 P 168-Oad 0.408 - 15.50 22.07 209 209 3240 4613 209 209 3240 4613 C 16X19-0ad 0.408 n 2.15 1.59 1917 1917 4125 3048 1917 1917 4125 3048 F 19A-19bscp 0.049 - 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tph 1.358 n 51.60 0.00 1917 209 10765 0 1917 209 10765 0 it 6 c)AED excursion 0 0 Envelope loss/gain 30726 18291 30726 18291 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 4 920 Appliances/other 1200 1200 Subtotal(lines 6 to 13) 30726 20411 30726 20411 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 30726 20411 30726 20411 15 Duct loads 36% 63% 10934 12857 36% 63% 10934 12857 Total room load 41660 33268 41660 33268 Air required(cfm) 1533 1533 1533 1533 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wr1 htSOft" 2016-Jan-2112:51:43 9 Comfort Builder by Wrightsoft 15.0.22 RSU13256 Page 1 '��''` ...omes\ATLANTIC BEACH CCIABCC131(Lee-Johnson).rup Calc=MJ8 Front Door faces: E Building Analysis Job: RIVER2541 / ) g J Date: 01/21/16 AlATING .(0011HG Entire House By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#204,Jacksonville,FL 32256 Phone:904-722-8995 Fax 904-722-8944 Pro'ect Information For: Riverside Homes 12276 San Jose Boulevard, Suite #120, Jacksonville, FL 32223 Design Conditions Location: Indoor: Heating Cooling Jacksonville, Intl Airport, FL, US Indoor temperature (°F) 70 75 Elevation: 30 ft Design TD (°F) 38 18 Latitude: 31°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 11.5 50.0 Dry bulb (°F) 32 93 Infiltration: Daily range (°F) - 18 ( M ) Method Detailed Wet bulb (°F) - 77 Shielding 3 (partial) Wind speed (mph) 15.0 7.5 Stories 1 Heatin • Component Btuh/ft2 Btuh % of load Wails 3.8 9571 23.0 �, Glazing 13.3 5240 12.6 Doors 22.8 1026 2.5 Ceilings 2.2 4125 9.9 Floors 5.6 10765 25.8 Infiltration 0 0 0 Ducts 10934 26.2 GI''''' Piping 0 0 Humidification 0 0 �«� Ventilation 0 0 Adjustments 0 Total 41660 100.0 Coolin• Component Btuh/ft2 Btuh % of load mensal Gains Walls 3.2 8097 24.3 Glazing 16.0 6320 19.0 Doors 18.4 826 2.5 Ceilings 1.6 3048 9.2 Floors 0 0 0 Infiltration 0 0 0 , Ducts 12857 38.6 Ventilation 0 0 Internal gains 2120 6.4 Blower 0 0 `2ainp Adjustments 0 Total 33268 100.0 n °„,roe Latent Cooling Load = 7143 Btuh Overall U-value = 0.217 Btuh/ft2-°F Data entries checked. -PP- Wrl htsoft' 2016-Jan-21 12:51:43 !!��,� 9 Comfort Builder by Wrightsoft 15.0.22 RSU13256 Page 1 AIX P' ...omes■ATLANTIC BEACH CCIABCC131(Lee-Johnson).rup Calc=MJ8 Front Door faces: E C 1 \ 1etii 1�co;E! 4 #1 Ag2 illi D b �^ i lli t i w; W 4 4' > s 3'a j : P std K _ N 1 _ -. 1 (� i, Y I`" ! � tai I • tl i = -=-4- I`I . `��1�1 M 8■�� % ii, m �� • `e r J w �,� Y it g 411 \'' `SIrO Si Ill L■n li�.jl� g. �<. I'� < e3 H a� '°�11� � p� � �hLJ I Z Y y�`��;s�I ark io �1 I yl��i II ,� }J ,t Ev , — Fr, 7 U`Re° ILA I b 1 At I wg Q 111 m e !$f 9 0 Y @; ' -i AaI_'v4 14 MEM i f Elm gill •• IA%YAt ,r-K. wW d 1 K s 4'• .o . ... K K .M Ili— K 1[,1 0 Dirail." O J 2 kl,,:j glii t t (nd 4".I i fg 14e� rt I II�IIIHP 0 K 2 CD �r yrc ref-, No,,,,,,ti„`. ,Fri g{ :n. 0 w 16 'y. o No - ---- b "dal � a 'i1 � , a cv ssy Lii ii gK,§ 0 riel ' • ,1511 N - Lsw, 2 , 0 t It pp! 0 , , _______:.., . __.... ____ ,...1.•,. ... K� 41 m , �3Qa1 SS r ......., i . a j Riverside Homes Site Information Atlantic Beach Country Club 131 Duval OFFICE COPY 1"!IFPIIIPE;\( Structural Engineer of Record Derek B. Murray PE No. 71457 4745 Sutton Park Court, Suite 402 Jacksonville, FL 32224 T E C H N O L O G Y WIND LOADING (Cd=1.6) ROOF LOADING (Cd=1.25) FLOOR LOADING (Cd=1.00) MWFRS TCLL 20 psf TOLL 40 psf 130 MPH (3 second gust) \ASCE 7-10 TCDL 07 psf TCDL 10 psf Enclosed Structure (0.18) BOLL 10 psf BOLL 00 psf Exposure C BCDL 05 psf BCDL 05 psf Occupancy Category II (Res) FBC2014 ResidentialfTPI-2007 Design Program: ITW VIEW v1.00.00 This Package inlcudes 48 truss designs with individual date of design I NO JOB ID ITRS IDI DATE I NO I JOB ID TRS IDI DATE NO I JOB ID ITRS ID DATE 1 ABCC131 F01 1/25/2016 31 ABCC131 T05 1/25/2016 2 ABCC131 F02 1/25/2016 32 ABCC131 T06 1/25/2016 3 ABCC131 F03 1/25/2016 33 ABCC131 T07 1/25/2016 4 ABCC131 F04 1/25/2016 34 ABCC131 T08 1/25/2016 5 ABCC131 F06 1/25/2016 35 ABCC131 T09 1/25/2016 6 ABCC131 F07 1/25/2016 36 ABCC131 T10 1/25/2016 7 ABCC131 FG01 1/25/2016 37 ABCC131 T11 1/25/2016 8 ABCC131 FG02 1/25/2016 38 ABCC131 T12 1/25/2016 9 ABCC131 FG03 1/25/2016 39 ABCC131 T13 1/25/2016 10 ABCC131 FG04 1/25/2016 40 ABCC131 T14 1/25/2016 11 ABCC131 FG05 1/25/2016 41 ABCC131 T15 1/25/2016 12 ABCC131 FG06 1/25/2016 42 ABCC131 T16 1/25/2016 13 ABCC131 FGE01 1/25/2016 43 ABCC131 T17 1/25/2016 14 ABCC131 FGE02 1/25/2016 44 ABCC131 T18 1/25/2016 15 ABCC131 FGE03 1/25/2016 45 ABCC131 T19 1/25/2016 16 ABCC131 FT1 1/25/2016 46 ABCC131 T20 1/25/2016 17 ABCC131 GE02 1/25/2016 47 ABCC131 T21 1/25/2016 18 ABCC131 GE04 1/25/2016 48 ABCC131 T22 1/25/2016 19 ABCC131 GE05 1/25/2016 • 20 ABCC131 GE06 1/25/2016 21 ABCC131 GE07 1/25/2016 22 ABCC131 HJ01 1/25/2016 OFFICE COPY 23 ABCC131 J01 1/25/2016 24 ABCC131 J02 1/25/2016 25 ABCC131 J03 1/25/2016 26 ABCC131 J04 1/25/2016 27 ABCC131 T01 1/25/2016 ♦,�tt tilt. I/!!` 28 ABCC131 T02 1/25/2016 ,.i a Vie- -:". 29 ABCC131 T03 1/25/2016 ;,�� ,...• ••EN$• •"•'.�k°•�,'%30 ABCC131 T04 1/25/2016 �a : �� - : N 71457 :,k ., . • Apex Technology NA • Apex Technology is a ficticious name owned by Jax Apex Technology,Inc.,a Florida Corporation. Florida Engineer Business No.754r "Q W 4745 Sutton Park Court,Suite 402 Jacksonville,FL 32224(904)821-5200 1• •• S Q' • �� The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed 0,0 • rt` Q above and attached. The suitability and use of each drawing for any particualr building is the responsibility of the Building Designer,per ', •. •• ANSI/TPI 1-2002 Section 2 " ••• ••A• 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 ''!s!• r`',0,, 61G15-31.003 of the Florida Board of Professional Engineers 117o1/15T2b16 Job#ABCC131 BEARING INFORMATION ■ QTY SPAN 1 DESCRIPTION BRG# REACTION UPLIFT 1 40'03"00 TO6 COMN 5.00/12 Pitch 1 -Ply 1 766.38 259.00 2 1363.19 384.00 3 593.55 209.00 1 40'03"00 T07 COMN 5.00/12 Pitch 1-Ply 1 769.45 138.00 2 1353.84 230.00 3 595.48 131.00 1 40'03"00 T08 COMN 5.00/12 Pitch 1 -Ply 1 1310.19 173.00 2 1391.24 237.00 1 40'03"00 T09 COMN 5.00/12 Pitch 1 -Ply 1 1310.19 162.00 2 1391.24 229.00 1 40'03"O0 T10 COMN 5.00/12 Pitch 1 -Ply 1 1310.19 160.00 2 1391.24 218.00 1 40'03"00 T11 COMN 5.00/12 Pitch 1 -Ply 1 1310.19 162.00 2 1391.24 194.00 1 23'00"00 T12 SPEC 5.00/12 Pitch 1 -Ply 1 318.69 0.00 2 1180.17 273.00 6 23'00"00 T13 MONO 0.00/12 Pitch 1-Ply 1 853.31 59.00 2 1065.53 202.00 1 22'10"00 T14 MONO 0.00/12 Pitch 1 -Ply 1 3260.91 48.00 2 749.30 203.00 1 2210"00 T15 MONO 8.00/12 Pitch 1-Ply 1 747.66 51.00 2 744.18 201.00 1 2210"00 T16 MONO 8.00/12 Pitch 1 -Ply 1 749.26 78.00 2 742.84 210.00 1 22'10"00 T17 MONO 8.00/12 Pitch 1 -Ply 1 752.27 79.00 2 745.17 215.00 1 22'10"00 T18 MONO 8.00/12 Pitch 1 -Ply 1 762.93 133.00 2 762.93 229.00 1 2210"00 T19 COMN 8.00/12 Pitch 1-Ply 1 762.93 94.00 2 762.93 174.00 3 22'10"00 T20 COMN 8.00/12 Pitch 1-Ply 1 762.93 215.00 2 762.93 222.00 6 23'05"00 T21 COMN 8.00/12 Pitch 1-Ply 1 968.42 244.00 2 969.75 244.00 8 07'09"08 T22 MONO 3.00/12 Pitch 1-Ply 1 251.01 78.00 2 251.01 83.00 WOODFLOOR QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 2 21'05"08 F01 SY42 0.00/12 Pitch 1 -Ply 1 656.06 0.00 2 1300.51 0.00 3 477.97 0.00 8 12'07"00 F02 SY42 0.00/12 Pitch 1 -Ply 1 679.59 0.00 2 679.59 0.00 2 21'10"08 F03 SY42 0.00/12 Pitch 1 -Ply 1 655.23 0.00 2 1324.30 0.00 3 488.10 0.00 7 06'00"04 F04 SY42 0.00/12 Pitch 1 -Ply 1 332.58 0.00 2 317.21 0.00 3 05'11"00 F06 SY42 0.00/12 Pitch 1-Ply 1 312.92 0.00 2 312.92 0.00 Page 2 of 3 • -4> x-., c c m m< n �l oo - m o) 77 Ul m A W cn N al - -,Cm m-< •,m pm�ucw x> b oZ p 73> m Z m Dm A� � <�mr O ,J O O -173 m O m n rn z m> Z -1 7J C 2H C -D O < 0 7° y0 Avwm�o D m z cn m --1 73 m < m m z oz� \ x o�o�v� n-iD � � o � O � p m � � Zz o OU, , pp fnOm,Z z 0 m >� a,m>a �1 m C O m O 0 C) 0 D cn r Z o� oo om OO m0 pcn m n0 a)- y° m No CTJ C) 0 0 m 0 0D m N Z m 3> r 0 cn < 0 !n 0 cn D °m -1 _1 i 'm 7J p -1 O m mlll --Iz ➢o -1 m m 73 0 H m H 0 p m m O O D 2 m X) 0 o co H z O C 2 (n rn Cn 73 m = Ul 2{ co p C (n 2 H O m O O D r,;;' c D m � m z -1 Co ca r 7) � u) > c m0 � � °n --J cn r m mH r Z O rn-0 O 00 m2 O z CO 0 N rnm -I Op z0 0 0 U) 7J o ad • x Dm rn mm OO cn z 1r nm 0 0 0i X 07 u Z7 F m 7 G) m 0 Z O �{ ' cnm n OZ , m Z = 0 Oc X� �, 00 Oz DO � � 0 OZ � mm m> Ad CZJ Z mO Or O HD Op �o A 0 > -n-1 � o mcn m Z DD Oz 00 0 x e !1 u, Om O O CJ 00 o 0 I- 0 v m C -i 0 (n - O< Z Z 2 C o N Z Z me 0 0 < = z 7, -I Z A O 0 0O 0 GZ) Dm mm m m m = C C (n -I 0) D 0 r fTl o m O� o cn -I 2 m r H m -I m ,- D 73 z' i °_° 07) , u) 73 0 , D cn c_n D Z 0O <o = 1,'m� �_ D m G7 n D z < Z� m ; PIP 00 Z 07 Z7 D Z C (n 0p o- m, c" 10Nwmz �J > O D n fT1 (n m cU 2 W . 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Eq � 9 E § $ � o2 » E < @ _ 0O � \ � D � q CA \ \ c r / � � C � �xi 1 0 -< MI-MI I 23 / 2 .0 C „ - 9 M MEP" � w A pr w / Y % � I p E « ABCC131 Ply:1 SEQN:18044/T11/SY42 WestlndiesClo Qty: 2 FROM: DRW: F01 Wgt:113.4 lbs ... / ... 01/25/16 5'4"8 I 7'3" ' 17'7"8 118'8"81 21'5"8 I 5'4"8 1'10"8 10'4"8 1'1" 2'9" I--2'6" g (TYP) I I E--2'6"12—I I—2'6"12—I--2.6"12—I 2'6"12--I 2'6"12—I 1112X4 g C W=3X4 H I T A -3X4 1112X4 1112X4 =4X4 II 2X4 =3X4 112X4 aiX4 1112X4 1 ,h 1o'1"z =3X3 =3X4 III W=3X4 =3X3 112X4 =3X3 W S R Q P 0 N M L =4X5 =3X8 1 12'5"4 1 9'0"4 1 I 21'5"8 I 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 Cc:NA VERT(LL): 0.113 C 999 360 S 656 /- I- I- I- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.207 C 706 240 P 1301 I- I- I- I- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.027 B - - L 478 /- /- I- /- /- Des Ld: 55.00 EXP:NA HORZ(TL): 0.052 B - - S Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 P Min Brg Width Req= 1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.736 L Min Brg Width Req= - Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.574 Bearings S&P Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.317 C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver:15.01.02F1.1028.19 A-B 1 0 F-G 605 0 Lumber Additional Notes B-C 0-1196 G-H 605 0 C-D 0-1203 H-1 0 -647 Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail D-E 0-1193 I-J 0 -651 Top chord 4x2 SP#2 STRBRIBR1014 for bracing and bridging E-F 0-1193 J-K 0 0 Bot chord 4x2 SP#2 recommendations. Webs 4x2 SP#3 Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"13B"uses design values The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC 1-8-0. S-R 843 0 O-N 542 -59 Purlins R-0 1203 0 N-M 651 0 In lieu of structural panels or rigid ceiling use puffins Q-P 723 0 M-L 648 0 to laterally brace chords as follows: P-0 542 -59 Chord Spacing(in oc) Start(ft) End(ft) BC 24 0.25 21.46 BC 120 0.25 21.46 Maximum Web Forces Per Ply(Ibs) Apply purtins to any chords above or below fillers Webs Tens.Comp. Webs Tens. Comp. at 24"OC unless shown otherwise above. T-S 0 -10 G-P 0 -273 Hangers/Ties A-S 0 -102 P-H 0 -865 (J)Hanger Support Required,by others S-B 0 -991 H-N 368 0 B-R 415 0 N-I 3 -157 End Vertical Attachment R-C 0 -186 M-J 103 -40 D-Q 0 -292 J-L 0 -751 Attach notched end vertical(s)to next end vertical Q-F 653 0 K-L 0 -122 using(3)qty.10d box or(0.128"x3"min)gun nails,or F-P 0-1106 (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 fP;;\( Michael G Kozlowski Jeffrey P Arneson Derek B Murray IMMEIZECIIM PE No.60839 PE No.58544 PE No.71457 ABCC131 Ply:1 SEQN:18048/T27/SY42 • WestlndiesCl0 Qty: 2 FROM: DRW: F03 Wgt:116.2 lbs ... / ... 01/25/16 5'4"8 7'3" 177"8 19' 21'10"8 5'4"8 I 1'10"8 I 10'4"8 11'4"8 I 2'10"8 I 2.6"— (TYP) g I I I--2'6"12--I I—2'6"12--I—2'6"12-I-2'6"12-I-2'6"12-I I I . U A =3X4 C W=3X4 =4X5 G =3X4 1 iX4 iKL 2'13 I T2 II 7••••••••••••00 . la. '.1 —',/4.'4'7 .....N.%** **•■• . ./..".."°/ ...%.......... : .----.x: p 1 10'1"2 s3X3 =3X4 - W=3X4 3X3 T S R Q P 0 N M =4X5 m 3X8 =4X5 r 12'5"4 1 9'5"4 i I- 2110"8 I Loading Criteria(psi) 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 Ioc Udefl 1/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.117 C 999 360 T 655 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.216 C 676 240 0 1324 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.029 B - - M 488 /- /- /- /- /5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.055 B - - T Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 0 Min Brg Width Req= 1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.798 M Min Brg Width Req= 1.5 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.591 Bearings T,0,&M Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.321 C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver:15.01.02F1.1028.19 IA-B 1 0 F-G 639 0 Lumber Additional Notes B-C 0-1193 G-H 639 0 Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail D-E 0-1200 I -1 0 -630 Top chord 4x2 SP#2 STRBRIBR1014 for bracing and bridging E-F 0-1190 J K 0 1 6 0 Bot chord 4x2 SP#2 recommendations. Webs 4x2 SP#3 Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"13B"uses design values The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC 1-8-0. T-S 841 0 P-O 494 -44 Plating Notes S-R 1200 0 O-N 634 0 All plates are 2X4 except as noted. R-Q 718 -51 N-M 631 0 Q-P 494 -44 Purlins In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per Ply(Ibs) to laterally brace chords as follows: Webs Tens.Comp. Webs Tens. Comp. Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.13 21.50 U-T 0 -10 G-Q 0 -273 BC 120 0.13 21.50 A-T 0 -102 Q-H 0 -889 Apply purlins to any chords above or below fillers T-B 0 -989 H-0 372 0 at 24"OC unless shown otherwise above. B-S 413 0 O-I 0 -172 End Vertical Attachment S-C 7 -185 N-J 102 -27 D-R 0 -301 J-M 0 -742 Attach notched end vertical(s)to next end vertical R-F 675 0 K-M 3 -120 using(3)qty.10d box or(0.128"x3"min)gun nails,or F-Q 0-1121 M-L 0 -11 (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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC131 Ply:1 SEAN:180541 T35/SY42 WestlndiesClo Qty: 3 FROM: DRW: F06 Wgt:42.0 lbs ... / ... 01/25/16 2'10''8 1 3'10"8 5'11' 2,10"8 1' 2'0"8 F3"�_2,6„ •I F-18"12-H 1111X3 =3X3 1111X3 =3X3 A B C D T 38 , 1 E co 10'1"2 1111X3 =3X3 1 H G F 3X4 1112X4 1 5'11' 1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.022 H 999 360 I 313 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.041 H 999 240 F 313 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.010 B - - I Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.018 B - - F Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings I&F Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.439 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.305 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.168 Chords Tens.Comp. Chords Tens. Comp. Pa 9� C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber. A-B 1 0 C-D 0 -259 I:NA GCpi:NA Plate Type(s): B-C 0 -266 Wind Duration:NA WAVE VIEW Ver:15.01.02F1.1028.19 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:138(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#2 I-H 267 0 G-F 0 -1 Bot chord 4x2 SP#2 H-G 266 0 Webs 4x2 SP#3 Lumber value set"138"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Purlins J-I 0 -11 C-G 0 -176 In lieu of structural panels or rigid ceiling use puffins A-I 0 -120 G-D 353 0 to laterally brace chords as follows: I-B 0 -314 D-F 0 -298 Chord Spacing(in oc) Start(ft) End(ft) B-H 49 -48 F-E 0 -20 TC 24 0.13 5.54 BC 65 0.13 5.54 Apply puffins 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 1-8-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No 71457 ABCC131 Ply:2 SEAN:17469/T32/FLAT WestlndiesCio Qty: 1 FROM: DRW: FG01 Wgt:28.0 lbs Page 1 of 2 ... / ... 01/25/16 1112X4 =4X5 A B I _ \ _:: 00 ‘_ I , _ \ 10'1 "2 4X5 C 1112X4 1 '0"8 1 '0"8 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefYCSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udef L/# Loc R /U /Rw /Rh /RL 1W TCDL: 10.00 Speed: NA mph Pf:NA Cc:NA VERT(LL): 0.000 B 999 240 D 109 I- I- l- I- l- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 180 C 109 /- /- /- I- /2.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 B - - D Min Brg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL):-0.000 B - - C Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing C Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.036 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.002 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI:0.003 Chords Tens.Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 0 I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Plating Notes Chords Tens.Comp. Value Set:13B(Effective 6/1/2013) Plates sized for a minimum of 4.00 sq.in./piece. D-C 0 0 Top chord 2x4 SP#2 Purlins Bot chord 2x4 SP#2 Maximum Web Forces Per Ply(lbs) Webs 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 1/30/2013 by ALSC Chord Spacing(in oc) Start(ft) End(ft) A-D 0 -52 B-C 0 -52 TC 24 0.00 1.04 A-C 0 0 Nailnote BC 12 0.00 1.04 Apply purlins to any chords above or below fillers Nail Schedule:0.131"x3",min.nails at 24"OC unless shown otherwise above. Top Chord:1 Row @12.00"o.c. The TC of this truss shall be braced with attached Bot Chord:1 Row @12.00"o.c. spans at 24"OC in lieu of structural sheathing. Webs :1 Row @ 4"o.c. li Use equal spacing between rows and stagger nails in each row to avoid splitting. Additional Notes Truss must be installed as shown with top chord up. Special Loads The overall height of this truss excluding overhang is -----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) 1-8-0. TC-From 200 plf at 0.00 to 200 plf at 1.04 BC-From 10 plf at 0.00 to 10 plf at 1.04 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 MEIMMECiffi PE No.60839 PE No.58544 PE No.71457 ABCC131 Ply:2 SEQN:17471/T41/FLAT WestlndiesClo Qty: 1 FROM: DRW: FG02 Wgt:117.6 lbs ... / ... 01/25/16 2'4"6 4'7" 6'9"10 9'2" 2'4"6 2'2"10 2'2"10 2'4"6 . 4X5 °B 5 III X4 =4pX5 =4X58 I 1 o ____ --93,_ --------„"-------*-....,,,,_.,ia 1 1 0 10'1"2 H 1112X4 F 12X4 =4X5 =4X10 =4X5 L 2'0"14 2'6"2 2'6"2 2'0"14 2'0"14 I 4'7" I 7'1"2 I 9'2" A Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,PI in PSF) Def ICSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi L/# Loc R /U /Rw I Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.014 C 999 240 j 1079 1- l- I- I- I- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.034 C 999 180 F 792 /- I- 1- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.003 A - - J Min Brg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL): 0.008 A - - F Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing F Fcperp=565psi. Soffit: 0.00 TCDL:NA psi Bldg Code: FBC 2014 RES Max TC CSI: 0.176 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.100 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.349 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A_B 0 -628 C-D 0 -873 I:NA GCpi:NA Plate Type(s): B-C 0 -873 D-E 0 -528 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 Lumber Purlins Maximum Bot Chord Forces Per Ply(Ibs) Value Set:138(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 to laterally brace chords as follows: J-1 6 0 H-G 595 0 Bot chord 2x6 SP SS Dense Chord Spacing(in oc) Start(ft) End(ft) I-H 719 0 G-F 3 0 Webs TC 24 0.00 9.17 ebs 2x4 SP#3 BC 110 0.00 9.17 Lumber value set"13B"uses design values Apply puffins 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. Nailnote The TC of this truss shall be braced with attached A-J 0 -508 H-0 321 0 spans at 24"OC in lieu of structural sheathing. A-I 734 0 D-G 0 -305 Nail Schedule:0.131"x3",min.nails Top Chord:1 Row @10.75"o.c. Hangers/Ties I-B 0 -409 G-E 618 0 Bot Chord:1 Row @12.00"o.c. Recommended hanger connections are based on B-H 178 0 E-F 0 -378 Webs :1 Row @ 4"o.c. C-H 0 -219 Use equal spacing between rows and stagger nails manufacturer tested capacities and calculations. in each row to avoid splitting. Conditions may exist that require different connections than indicated.Refer to manufacturer Special Loads publication for additional information. ----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Bearing at location x=0' uses the following TC-From 238 plf at 0.00 to 238 plf at 5.46 support conditions: TC-From 100 plf at 5.46 to 100 plf at 9.17 Bearing J (0',10'1"2)HTU26-2 BC-From 10 phf at 0.00 to 10 plf at 9.17 Supporting Member:(3)2x6 SP SS Dense BC- 109 lb Conc.Load at 5.33 (20)0.148"x3"nails into supporting member, Plating Notes (14)0.148"x3"nails into supported member. Plates sized for a minimum of 4.00 sq.in./piece. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. 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 n r v Michael G Kozlowski PE No.60839 Jeffrey P Arneson PE No.58544 Derek B Murray ^ ,inimznam PE No.71457 ABCC131 Ply:2 SEON:17398/T53/SPEC WestlndiesCio Qty: 1 FROM: DRW: FG04 Wgt:99.4 lbs ... / ... 01/25/16 2'7"15 5'3"13 8'1"8 -1 2'7"1 5 I 2'7"15 I 2'9"11 A=4X5 IIIB 4 °C 5 -4X5D T a so L-----------,....................1 � a i - 10'1"2 H 1112X4 G F E (1) =4X10 =4X5 2'7"1 5 211 7 2'6"3 111214 1 2'7"15 I 57"5 I 8'1"8 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.010 C 999 240 H 596 /- /- I- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.016 C 999 180 E 774 /- l- I- I- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.002 E - - H Min Brg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL):0.003 E - - E Min Brg Width Req= 1.5 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 2014 RES Max TC CSI: 0.065 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.192 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.262 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 -498 C-D 0 -494 I:NA GCpi:NA Plate Type(s): B-C 0 -498 Wind Duration:NA WAVE VIEW Ver:15.01.02F1.1028.19 Lumber Purlins Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use puffins Chords Tens.Comp. Chords Tens. Comp. Top chord 2x6 SP SS Dense to laterally brace chords as follows: H-G 3 0 F-E 4 0 Chord Spacing(in oc) Start(ft) End(ft) Bot chord 2x4 SP#2 TC 24 0.00 8.12 G-F 551 0 Webs 2x4 SP#3 BC 97 0.00 8.12 Lumber value set"138"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. Nailnote The TC of this truss shall be braced with attached A-H 0 -293 C-F 0 261 spans at 24"OC in lieu of structural sheathing. A-G 551 0 F-D 551 0 Nail Schedule:0.131"x3",min.nails Top Chord:1 Row @ 8.25"o.c. Hangers I Ties B-G 0 -213 D-E 0 -381 Bot Chord:1 Row @12.00"o.c. G-C 2 -59 Webs :1 Row @ 4"o.c. Recommended hanger connections are based on Use equal spacing between rows and stagger nails manufacturer tested capacities and calculations. in each row to avoid splitting. Conditions may exist that require different connections than indicated.Refer to manufacturer Special Loads publication for additional information. -----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Bearing at location x=0' uses the following TC-From 25 plf at 0.00 to 25 plf at 8.12 support conditions: BC-From 3 plf at 0.00 to 3 plf at 8.12 Bearing H (0',101"2)HTU26-2 TC- 286 lb Conc.Load at 1.88,3.88,5.88,7.15 Supporting Member:(2)2x6 SP SS Dense (20)0.148"x3"nails into supporting Plating Notes member, (14)0.148"x3"nails into supported Plates sized for a minimum of 4.00 sq.in./piece. member. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray CEEMIEDaii PE No.60839 PE No.58544 PE No.71457 ABCC131 Ply:2 SEAN:18062/T15/FLAT WestlndiesClo Qty: 1 FROM: DRW: FG06 Wgt:260.4 lbs ... / ... 01/25/16 3'2"3 6'4"6 9'6"9 12'3"8 16'0"7 1'7"2 1,3"10 „ 1'11"6 „ 1'8"14 I I r ,'8", 1'7"2 4'7"9 7'10"8 1011 15 1412 1T11"13 19'11"2 21'10"8 11'7„2 'I 1 6 1'72"I 15"6 I- 1,9„10 I I 1,11„6 I 1,11„6 I 1,11„6 'I A B C lll'X4 E =8X]2 G III 2(4 I J K L M N i. I.1 ■ a ■ ■ 11• • co 10'1"2 AI 1112X4 =5X7 PI m3 4 As AB AA Z Y X W V U T S R 0 P • 1112X4 1112X4 I- 12'5"4 • 9'5"4 1'3"10 1'7"2 1'7"2 1'8"14 1'S" 1'11"6 1'11"6 1'11"6 11 "I { �� 10011"15 14' I„ 16'3"15 I 18'3"5 I 20'2"10 1'7"2 4'5"13 1 8"14 7'9"12 1.5"6 1 7 2 4,1 Q 1'7"14 2'1F 0"11 I 6'2"10 I 91 3"1 1F 2'7" 14144110 21'10"8� ' Loading Criteria(psi) 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): 0.032 Y 999 240 AC 951 /- l- I- I- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.054 Y 999 180 U 2659 /- I- /- I- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.009 A - - 0 303 174 I- /- I- /5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.015 V - - AC Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 U Min Brg Width Req= 1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.331 0 Min Brg Width Req= 1.5 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.983 Bearings AC,U,&0 Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.413 C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver:15.01.02F1.1028.19 A-B 0 -450 H-I 226 0 Lumber Purlins B-C 0 -880 I-J 1000 0 Value Set:138(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins D-E 0-1107 J-K 517 0 to laterally brace chords as follows: E-E 0-1107 K-L 3726 6 1 40 Top chord 2x6 SP#2 E-F 0 -899 L-M 172 -140 Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) F-G 0 -536 M-N 61 129 Webs 2x4 SP#3 TC 24 0.00 21.88 BC 112 0.00 21.88 G-H 226 0 Lumber value set"13B"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. Maximum Bot Chord Forces Per Ply(Ibs) Nailnote The TC of this truss shall be braced with attached Chords Tens.Comp. Chords Tens. Comp. spans at 24"OC in lieu of structural sheathing. Nail Schedule:0.131"x3",min.nails AC-AB 2 0 V-U 0 -835 Top Chord:1 Row @12.00"o.c. Additional Notes AB-AA 536 0 U-T 0 -577 Bot Chord:1 Row @12.00"o.c. AA-Z 927 0 T-S 0 -577 Webs :1 Row @ 4"o.c. Truss must be installed as shown with top chord up. Z-Y 1107 0 S-R 17 -352 Use equal spacing between rows and stagger nails The overall height of this truss excluding overhang is Y-X 1092 0 R-Q 136 -191 in each row to avoid splitting. 1-8-0. X-W 833 0 Q-P 149 -74 Special Loads W-V 432 0 P-O 1 0 --(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 50 plf at 0.00 to 50 plf at 7.88 Maximum Web Forces Per Ply(Ibs) TC-From 50 plf at 7.88 to 50 plf at 14.27 Webs Tens.Comp. Webs Tens. Comp. TC-From 100 plf at 14.27 to 100 plf at 21.88 BC-From 5 plf at 0.00 to 5 plf at 14.00 A-AC 0 -479 H-V 29 3 BC-From 10 plf at 14.0010 10 plf at 21.88 A-AB 632 0 V-I 867 0 BC- 317 lb Conc.Load at 2.27,4.27,6.27,8.27 AB-B 0 -389 I-U 0 -751 10.27,12.27,14.27 B-AA 486 0 U-J 0 -642 AA-C 0 -211 J-S 375 0 Plating Notes C-Z 249 0 S-K 0 -376 All plates are 4X5 except as noted. Z-D 6 -39 K-R 147 0 Plates sized for a minimum of 4.00 sq.in./piece. Y V.E 155 0 R-L 0 217 E-X 0 -304 L-Q 88 0 X-F 324 0 Q-M 13 -124 F-W 0 -462 M-P 58 -95 W-G 486 0 P-N 162 -77 G-V 0 -753 N-O 40 -146 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 Ing= PE No.60839 PE No 58544 PE No.71457 ABCC131 Ply:1 SEAN:17958/T1/SY42 WestlndiesClO Qty: 1 FROM: DRW: FGE01 Wgt:123.2 lbs Page 2 of 2 ... / ... 01/25/16 H-AC 0 -134 P-V 0 -133 I-AB 0 -133 Q-U 0 -138 J-AA 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray TECHNOLOGY PE No.60839 PE No.58544 PE No.71457 ABCC131 Ply:1 SEAN:175901 T19/SY42 . WestlndiesCl0 Qty: 1 FROM: DRW: FGE03 Wgt:33.6 lbs ... / ... 01/25/16 1--- 1'5'8--I 1'4"-H (TYP) A B C D E • T "1L F 38 93 I 111 tofu i I\ 101'2 III 1112X4 J 4'11"8 1 H 11 244 4'11"8 —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 CI:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL 1 W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 360 G. 105 /- /- /- /- /59.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 240 K Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 E - - Bearing K Fcperp=565psi. Des Ld: 55.00 EXP:NA HORZ(TL):0.002 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 2014 RES Max TC CSI: 0.201 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.036 A-B 0 0 C-D 0 0 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.025 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:15.02.000.1217.15 Chords Tens.Comp. Chords Tens. Comp. Lumber End Vertical Attachment K-J 0 0 1-H 0 0 Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical J-I 0 0 H-G 0 0 Top chord 4x2 SP#3 using(3)qty.10d box or(0.128"x3"min)gun nails,or Bot chord 4x2 SP#3 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" Maximum Web Forces Per Ply(Ibs) Crown(minimum),1-1/2"length wire staples on each Webs Tens.Comp. Webs Tens. Comp. Lumber value set"13B"uses design values narrow face. approved 1/30/2013 by ALSC L-K 0 -9 E-G 0 -9 A-K 0 -59 G-F 0 -8 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. Fasten rated sheathing to one face of this frame. B-J 0 -149 D-H 0 109 C-I 0 -135 Plating Notes All plates are 1X3 except as noted. 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 0.13 4.58 BC 54 0.13 4.58 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray MEEIIMMI PE No.60839 PE No.58544 PE No.71457 ABCC131 Ply:1 SEAN:17586/T45/GABL WestlndiesCl0 Qty: 2 FROM: DRW: GE02 Wgt:124.6 lbs ... / ... 01/25/16 878 165' 878 828 F-1'613—I—1.1"-( (TYP) 05X5 • _ g3X3f H 83X7 E ,1 1 13X3 12 t0 , o J M3X3 F.,. M3X3C K M3x3 MlXle'. Ihillhh,L M3X3 e 3x4(01)• ' 8.3x4(01) _' _ i —...��.�qM - ��2,711- X U T 8.5X5 R 0 P 0 N I 165' I I 185" I 165" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs),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): 0.002 G 999 240 A" 68 /31 /30 /- /13 /197 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.003 G 999 193 Wind reactions based on MWFRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 J - - A Min Brg Width Req= - Des Ld: 32.00 EXP:C HORZ(TL):0.005 H - - Bearing A is a rigid surface. NCBCLL: 10.00 Mean Height:24.79 ft Code I Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.109 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.117 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.201 A-B 130 -176 G-H 216 -41 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: B-C 101 -129 H-I 144 -52 GCpi:0.18 Plate Type(s): C-D 81 -91 I-J 78 -72 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 D-E 78 -72 J-K 81 -91 Lumber E-F 144 -52 K-L 101 -129 F-G 216 -41 L-M 130 -176 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"136"uses design values A-X 139 -99 S-R 146 -109 approved 1/30/2013 by ALSC X-W 142 -104 R-Q 146 -108 W-V 144 -106 Q-P 145 -107 Plating Notes V-U 145 -107 P-0 144 -106 All plates are 2X4 except as noted. U-T 146 -108 0-N 142 -104 Plates sized for a minimum of 4.00 sq.in./piece. T-S 146 -109 N-M 139 -99 Purlins Maximum Gable Forces Per Ply(Ibs) In lieu of structural panels or rigid ceiling use purlins Gables Tens.Comp. Gables Tens. Comp. to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) B-X 112 -77 R-H 99 -87 TC 24 0.13 16.28 C-W 91 -75 Q-I 101 -76 BC 120 0.00 16.42 D-V 95 -76 P-J 95 -76 Apply purlins to any chords above or below fillers E-U 101 -76 0-K 91 -75 at 24"OC unless shown otherwise above. F-T 99 -87 N-L 112 -77 G-S 0 -220 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A14030ENC101014&GBLLETIN1014 for gable wind bracing requirements. The overall height of this truss excluding overhang is 7-3-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray InSIMORMI PE No 60839 PE No 58544 PE No.71457 ABCC131 Ply:1 SEQN:17546/T38/GABL WestlndiesClO Qty: 1 FROM: DRW: GE05 Wgt:225.4 Ibs Page 1 of 2 ... I ... 01/25/16 64"8 I 175"8 { 186"8 I 2478 211" 6,1., 6.,.. 6.,,. 6.,.. I-31"8 I ,.4. I I'^2'8,.-I I•---2.17••12---.I (TYP) =_5X5 H ti J G ; K 12 F • : L 5 • 04X5D E • ' MlINw4X5 r C • I - 0113X3 to 6 �.AG AO 11 3X3 4X5A 0 4X5 iu s • •� 12'1'2 MMI=4' =6X8 III'' a4' • A: AA Z Y X W V U T S 113X8 61" 64"8 64"8 61" 113X8 R 1 61.. I 12,5..8 I 1610" I 24'11,. 1 Loading Criteria(psi) 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 Pt:NA Ce:NA VERT(LL): 0.077 P 999 298 AB 812 /271 /347 I- /115 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.150 P 999 298 R 812 /271 /347 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.030 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP.C HORZ(TL):0.058 B - - AB Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:16.22 ft Code/Misc Criteria Creep Factor:1.5 R Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.324 Bearings AB&R Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.795 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.919 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 767 -1164 I-J 767 -863 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 815-1128 J-K 766 -897 Lumber Additional Notes C-D 806-1096 K-L 729 894 D-E 825-1073 L-M 729 -941 Value Set:13B(Effective 6/1/2013) See DWGS A14030ENC101014&GBLLETIN1014 for E-F 729 -941 M-N 825 -1073 Top chord 2x4 SP#2 gable wind bracing requirements. F-G 729 -894 N-0 806 -1096 Bot chord 2x4 SP#2 The overall height of this truss excluding overhang is G-H 766 -897 0-P 815 -1128 Webs 2x4 SP#3 6-8-11. H-I 767 -863 P-Q 767 -1164 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes All plates are 2X4 except as noted. AB-AA 129 -119 W-V 1037 -644 Plates sized for a minimum of 4.00 sq.in./piece. AA-Z 1037 -643 V-U 1037 -644 Z-Y 1037 -643 U-T 1037 -644 Purlins Y-X 1037 -643 T-S 1037 -644 In lieu of structural panels or rigid ceiling use purlins X-W 1037 -643 S-R 28 26 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Maximum Web Forces Per Ply(Ibs) TC 24 0.00 24.92 Webs Tens.Comp. Webs Tens. Comp. BC 120 0.00 24.92 Apply puffins to any chords above or below fillers A-AC 1033 -640 W-AL 253 -332 at 24"OC unless shown otherwise above. AC-AD 1017 -625 AL-AM 247 -333 AD-AE 1019 -628 AN-AO 234 -315 Loading AE-AA 1016 -626 AP-AQ 237 -310 Gable end supports 8"max rake overhang.Top AA-E 105 -73 AD-M 234 -319 chord must not be cut or notched. E-AF 234 -319 M-S 105 -73 AF-AG 237 -310 S-AR 1016 -626 Wind AH-AI 234 -315 AR-AS 1019 -628 Wind loads based on MWFRS with additional C&C AJ-AK 247 -333 AS-AT 1017 -625 member design. AK-W 253 -332 AT-0 1033 -640 I-W 422 -350 Maximum Gable Forces Per Ply(Ibs) Gables Tens.Comp. Gables Tens. Comp. 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 UURECIIMI PE No.60839 PE No 58544 PE No.71457 ABCC131 Ply:1 SEQN:17544/T22 f GABL WestlndiesClo Qty: 1 FROM: DRW: GE06 Wgt:224.0 lbs ... / ... 01/25/16 1113-8 275" I I I 1�.ea (iaN (TYP) s(5%5 13X31 K 13X3 N 13x7 13%3G M 1353 12 F N 13X3 8 E F, 13%3 A C 13%3 B R A 5 13x3 _ i1 - �'- , 10.1-2 Al AK M Al AN AG AF AE AD AC AB AA Z Y 13X3%13%3 W V 13%3 U 13%3 Ix5 23s• i 23s• I 23" I '5 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pf in PSF) DeflICSI Criteria •Maximum Reactions(Ibs),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): 0.005 B 999 268 AL 36 /274 1288 /- /217 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.010 B 999 268 AL'67 /21 /40 /- /- /275 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.155 S - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.304 S - - AL Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.95 ft Code I Misc Criteria Creep Factor:1.5 AL Min Brg Width Req= Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.332 Bearings AL&AL are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.298 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.374 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 199 -197 J-K 378 -21 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 110 -97 K-L 337 -38 Lumber Additional Notes C-D 132 -107 L-M 284 -49 D-E 144 -91 M-N 237 -63 Value Set:13B(Effective 6/1/2013) See DWGS A14030ENC101014&GBLLETIN1014 for E-F 191 -78 N-O 191 -76 Top chord 2x4 SP#3 gable wind bracing requirements. F-G 237 -64 0-P 144 _90 Bot chord 2x4 SP#3 The overall height of this truss excluding overhang is G-H 284 -51 P-Q 130 -105 Webs 2x4 SP#3 9-9-2. H-I 337 -40 0-R 109 -96 Lumber value set"13B"uses design values I-J 378 -23 R-S 196 -194 approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply(Ibs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on member. AL-AK 118 -117 AC-AB 110 -111 Fasten rated sheathing to one face of this frame. AK-AJ 111 -111 AB-AA 110 -111 AJ-Al 112 -112 AA-Z 109 -110 Plating Notes Al-AH 111 -111 Z-Y 109 -110 AH-AG 111 -111 Y-X 108 -109 All plates are 2X4 except as noted. AG-AF 111 -111 X-W 108 -108 Plates sized for a minimum of 4.00 sq.in./piece. AF-AE 111 -111 W-V 107 -107 AE-AD 111 -111 V-U 107 -107 Purlins AD-AC 110 -111 U-T 100 -99 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Maximum Gable Forces Per Ply(Ibs) TC 24 0.00 23.42 Gables Tens.Comp. Gables Tens. Comp. BC 120 0.00 23.42 196 -204 AB-1 K 61 85 Apply purlins to any chords above or below fillers A-AL _AL L 1 6 _214 AB-K L 83 -85 at 24"OC unless shown otherwise above. C-AJ 72 -78 Z-M 72 -75 Wind D-Al 72 -75 Y-N 72 -75 Wind loads based on MWFRS with additional C&C E-AH 72 -75 X-0 72 -75 F-AG 72 -75 W-P 72 -75 member design. G-AF 72 -75 V-Q 72 -78 H-AE 83 -75 U-R 204 -216 I-AD 61 -85 S-T 193 -201 AC-J 0 -360 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 IMMICIMI PE No.60839 PE No.58544 PE No.71457 ABCC131 Ply:1 SEAN:17558/T3/HIP_ WestlndiesClO Qty: 1 FROM: DRW: HJ01 Wgt:56.0 lbs ... I ... 01/25/16 5'0"6 9,9"5 I I 5'0"6 I 4'8"14 0 1)14'7"6 12 3.54 p 4X5 C e►�y4X58 ° T A HB 4'8"14 N I _ .. _ 0 10'1"2 • III CS 3xg FE 112X4 4'8"14 4'9"11 1 I--2'0"1 1 4'8"14 9'6"10 S 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 N:NA Ce:NA VERT(LL): 0.010 G 999 240 H 326 /96 /- /- /- 17.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.019 G 999 180 E 319 /15 I- I- I- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 F - - D 90 /18 /- /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.004 F - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.647 E Min Brg Width Req= Soffit: 2.00 p D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.523 gearing H Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.313 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:15.02.000.1217.15 A-B 17 -8 C-D 25 -49 Lumber Wind B-C 55 -427 Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. Top chord 2x4 SP#2 Additional Notes Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 The overall height of this truss excluding overhang is Lumber value set"13B"uses design values 4-9-12. H-G 4 -5 F-E 0 0 approved 1/30/2013 by ALSC G-F 406 -44 Special Loads Maximum Web Forces Per Ply(Ibs) -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Webs Tens.Comp. Webs Tens. Comp. TC-From 0 plf at -2.01 to 55 plf at 0.00 TC-From 2 plf at 0.00 to 2 plf at 9.77 B-H 101 -313 G-C 113 0 BC-From 0 plf at -2.01 to 4 plf at 0.00 B-G 442 -38 C-F 53 -486 BC-From 2 plf at 0.0010 2 plf at 9.77 TC- -19 lb Conc.Load at 1.46 TC- 131 lb Conc.Load at 4.29 TC- 255 lb Conc.Load at 7.12 BC- 30 lb Conc.Load at 1.46 BC- 90 lb Conc.Load at 4.29 BC- 150 lb Conc.Load at 7.12 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 -1.97 9.77 BC 75 0.00 9.77 Apply purtins 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 ABCC131 Ply:1 SEQN:17552/T56/JACK WestlndiesCl0 Qty: 2 FROM: DRW: J02 Wgt:14.0 lbs / ... 01/25/16 12 C 5 ✓ 12'11"13 1112X4 g . -- M A o M °' HB 2'8"8 iv I -I MENIMIIII= _ 10'1"2 EP"7 D I- 1'4"8 114X5 3' 3' Loading Criteria(psi) 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 Of Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.000 B 999 240 E 193 /79 /136 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 B 999 180 D 45 I- /15 I- !- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 B - - C 66 /17 /27 /- /60 /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.000 B - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor.1.5 E Min Brg Width Req= 1.5 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.250 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: 0.139 Bearing E Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.072 C&C Dist a:3.00 ft FTIRT: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:15.02.000.1217.15 A-B 30 0 B-C 108 -39 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 E-D 0 0 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. B-E 242 -178 Purlins In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.32 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 3-2-3. 4 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X 4 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 ABCC131 Ply:1 SEAN:17556/T18/EJAC WestlndiesClo Qty: 5 FROM: DRW: J04 Wgt:26.6 lbs / ... 01/25/16 C — T14713 5 12 M O_ 1112X4 B v Zo v TA r' HB 6'8"8 T -MI - �� 10'1"2 E� D H--1'4 18- 1114X5 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 loc Lldefl LJ# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 240 E 314 /126 /200 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 B 999 180 D 105 I- /35 /- I- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 B - - C 186 /61 /70 /- /118 /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.001 B - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 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 2014 RES Max TC CSI: 0.808 D Min Brg Width Req= BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.455 C Min Brg Width Req= Load Duration:1.25 Bearing E Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.089 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:15.02.000.1217.15 A-B 30 0 B-C 144 -77 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 Webs 2x4 SP#3 E-D 0 0 Lumber value set"138"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. B-E 300 -279 Purlins In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.32 7.00 BC 84 0.00 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 4-10-3. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 • ABCC131 Ply:1 SEAN:17560/T71 HIPM WestlndiesClO Qty: 1 FROM: DRW: T02 Wgt:109.2 lbs ... / ... 01/25/16 7' 11'5"14 15'11"12 161" 7' I 4'5"14 I 4'5"14 i 7" =4X10 1112X4 C D m6X8E_ T p 12 1 5 M O_ (N M y4X5 B °3x8•_, 0 12T2 T A rimimmummil FT r� F. 1°111111110111,-. B l 0 10'1.2 L =5X5 =6X8 1112X4 J 1114 5 1 H G I 1'4"8 i1 7'A 4'5"14 7' I 11'5"14 I 15'11"12 I • 7 16'7 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL 1 W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.046 I 999 240 J 1221 /262 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.087 I 999 194 F 1485 /254 /- I- I- 15.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.008 E - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):-0.015 E - - J Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 5.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.891 Bearings J&F Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.640 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.920 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 30 -14 C-D 199 -1198 Wind Duration:1.60 WAVE VIEW Ver:15.02.00C.1217.15 B-C 299-1639 D-E 199 -1197 Lumber Wind Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 Right end vertical not exposed to wind pressure. Bot chord 2x4 SP#2 J-1 34 -10 H-G 110 -24 Webs 2x4 SP#3 Additional Notes I-H 1449 -245 :Rt Bearing Leg 2x8 SP#2: The overall height of this truss excluding overhang is Lumber value set"136"uses design values 4-10-3. Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Special Loads B-J 280-1191 H-E 1549 -249 ---(Lumber Dur.Fac.=1.251 Plate Dur.Fac.=1.25) B-I 1453 -241 F-G 115 0 TC-From 55 plf at -1.38 to 55 plf at 7.00 C-1 198 0 E-F 115 0 TC-From 28 plf at 7.00 to 28 plf at 16.58 C-H 66 -359 E-F 328 -1648 BC-From 4 plf at -1.38 to 4 plf at 0.00 D-H 197 -562 BC-From 10 plf at 0.00 to 10 plf at 7.01 BC-From 5 plf at 7.01 to 5 plf at 15.98 TC- 276 lb Conc.Load at 7.01 TC- 186 lb Conc.Load at 9.06,11.06,13.06,15.06 BC- 424 lb Conc.Load at 7.01 BC- 105 lb Conc.Load at 9.06,11.06,13.06,15.06 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 -1.32 16.58 BC 120 0.00 15.98 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Ameson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC131 Ply:1 SEQN:17562 I T331 COMN WestlndiesCl0 Qty: 1 FROM: DRW: T04 Wgt:233.8 lbs ... / ... 01/25/16 6'4"8 1258 16'9"14 2123 2310" 31'11" 403" " I " I ' I -1- 2793 " I " 64 8 61" 44'5 44 81" 84 ca6X6 12 5 p D,a4X5 r4X58 Is IA E•5X7 04X5 = .7 m -1-'4'7 a°,04X5 A _ .�I� -� T4 H'44X5 1712 NS1113X8 R 0 P 0 •3X3 ri�� Qr 2 1. ■ 101"2 1 4X8 n 8 =4X5 M L K 1114X5J • 2311"12 1- 1674 1 61" I 6'4"8 11'6"8 7'3"15 I 2'6"1 I 6'5" I 1'8" 8'4" I1'4""8 6'1" 175"8 14'I 21'3"15 23'10" 30'3" 31'11 40'3" 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 lac Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.037 0 999 289 S 768 /245 /349 /- /188 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.076 Q 999 289 M 1377 /416 /551 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.012 0 - - J 579 /189 /337 /- /- 15.5 Des Ld: 32.00 EXP:C HORZ(TL):0.026 0 - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.29 ft Code/Misc Criteria Creep Factor:1.5 S Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: F8C 2014 RES Max TC CSI: 0.894 M Min Brg Width Req= 1.6 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.625 J Min Brg Width Req= 1.5 Load Duration:1.25 Bearings S,M.&J Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.342 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:15.02.000.1217.15 A-B 450-1029 E-F 334 -528 Lumber B-C 436 -825 F-G 144 -42 Value Set:13B(Effective 6/1/2013) C•D 459 -798 G-H 238 -505 Top chord 2x4 SP#2:T4 2x4 SP M-30: D-E 424 -631 H-I 30 0 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"138"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC S-R 192 -167 0-N 24 -25 Bracing R-Q 908 -240 M-L 379 -109 (a)Continuous lateral restraint equally spaced on Q-P 762 -207 L-K 379 -109 member. P-0 762 -207 K-J 62 -38 Plating Notes Maximum Web Forces Per Ply(Ibs) Plates sized for a minimum of 4.00 sq.in./piece. Webs Tens.Comp. Webs Tens. Comp. Purlins A-S 361 -740 0-F 882 -270 In lieu of structural panels or rigid ceiling use puffins A-R 899 -361 F-N 495 -1066 to laterally brace chords as follows: R-B 129 -162 N-M 505 -1066 Chord Spacing(in oc) Start(ft) End(ft) B-Q 168 -309 M-G 182 -516 TC 24 0.00 41.57 C-Q 335 -160 G-K 239 0 BC 75 0.00 24.01 0-0 153 -151 K-H 322 -73 BC 120 24.12 40.25 D-O 107 -391 H-J 353 -544 Apply purtins to any chords above or below fillers E-0 204 -377 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 7-0-8. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray liEEMMI PE No.60839 PE No.58544 PE No 71457 ABCC131 Ply:1 SEQN:175661 T40/COMN WestlndiesCl0 Qty: 1 FROM: DRW: T06 Wgt:240.8 lbs ... / ... 01/25/16 ( 6'4"8 j 125"8 j 17'2"3 j 2310" , 2711" I 34.1" I 40'3" ' 6'4"8 6'1" 4'8"11 6'7"13 4'1" 6'2" 62" C=6X6 12 �.� 5 EE IN 5X7 =4X5 =5X5 04X58 = i m C' 112X4 b,04X5 T 7A E, � H 414x5 _ I NSI3X8 R .D P 410 N �� i� 1 u _ 10'1-2 13X8 m 8 s" 8 M L K I4X5J 1 231112 g 1 16'3"4 1 6'1" j 6'4"8 , 16,I ' 64••5 I 6.5" , 3'10" , 62" I1'4"8i 6'1" 12'5"8 14' 3 5"11 23'10" 30'3" 34 r 40.3" 1-" 7.5"11-I Loading Criteria(psi) 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): 0.042 Q 999 289 S 766 /258 /356 I- /188 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.086 Q 999 289 M 1363 /384 /533 /- I- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.012 G - - J 594 /209 /366 /- I- /5.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.023 B - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.29 ft Code/Misc Criteria Creep Factor:1.5 S Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.510 M Min Brg Width Req= 1.6 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.672 J Min Brg Width Req= 1.5 Load Duration:1.25 Bearings S,M,&J Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.505 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:15.02.000.1217.15 A-B 497-1029 E-F 213 -72 Lumber B-C 507 -815 F-G 422 -646 Value Set:13B(Effective 6/1/2013) C-D 518 -795 G-H 300 -626 Top chord 2x4 SP#2 0-E 528 -745 H-I 30 0 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"13B"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC S-R 192 -167 O-N 23 -19 Plating Notes R-0 907 -284 M-L 188 -47 Plates sized for a minimum of 4.00 sq.in./piece. 0-P 776 -294 L-K 188 -47 P-O 776 -294 K-J 13 -7 Purlins In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per Ply(Ibs) to laterally brace chords as follows: Webs Tens.Comp. Webs Tens. Comp. Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 41.57 A-S 384 -740 E-N 447 -922 BC 75 0.00 24.04 A-R 898 -409 N-M 433 -955 BC 120 24.12 40.25 R-B 145 -154 M-F 171 -428 Apply purlins to any chords above or below fillers B-0 153 -316 F-K 507 -228 at 24"OC unless shown otherwise above. C-0 326 -195 K-G 282 -403 Q-D 194 -194 K-H 532 -205 Wind D-O 268 -511 H-J 355 -576 Wind loads based on MWFRS with additional C&C 0-E 950 -376 member design. Additional Notes The overall height of this truss excluding overhang is 7-0-8. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer 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 I PE No.60839 PE No.58544 PE No 71457 ABCC131 Ply:1 SEAN:17571/T12/COMN WestlndiesCl0 Qty: 1 FROM: DRW: T08 Wgt:254.8 lbs .. / ... 01/25/16 6'0"2 11'813 17'11'2 23'11" 373"9 40'3" 6'0"2 I 5'8"10 I 6.7'6 I 5'11"14 I 8'4"9 I 7'11"7 1 12 4 7 • Ei 5 w 5 r: 5 p 4X58 tt6X8F (a) 0 -.111111111111 tf 5004X5 A 1 7'4 1 _ 6X8 I,, G%3H8 -.171"2 T ±N3X8 0 ap 0 N 11I _ _ti l 1' 10'1"2 _ F3X8 M K El I 1 5'810 6'0'2 73"3 3'7'10 6'75 6'5" 2'0'61 7'11"10 1'4" 5'810 I 11'813 I 14' I 17'7"10 { 2310' I 303" 1 32'3"6 403" 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): 0.177 L 999 483 R 1310 /173 /576 /- /181 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.342 L 999 483 I 1391 /237 /696 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.066 I - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.127 I - - R Min Brg Width Req= 1.5 S Mean Height:15.14 ft Code/Misc Criteria Creep Factor:1.5 I Min Brg Width Req= 1.6 Soffit: 10.00 9 Sooffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.879 Bearings R&I Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.583 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.944 Maxim Tens.Comp.To Chord Chords Tens. Comp. C&C Dist a:4.03 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 789-1869 E-F 1013 -2316 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 879-1924 F-G 807 -1986 C-D 979-2035 G-H 30 0 Lumber D-E 1001 -2051 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2:T4 2x4 SP M-30: Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"13B"uses design values R-Q 185 -160 N-L 2051 -694 approved 1/30/2013 by ALSC 0-P 1699 -585 M-K 24 -5 P-O 1716 -548 K-J 24 -5 Bracing O-N 1716 -548 J-I 41 -16 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. A-R 577-1283 E-L 480 -144 A-Q 1707 -677 L-M 103 0 Purlins Q-B 219 -387 L-F 329 -68 In lieu of structural panels or rigid ceiling use purlins B-P 119 -89 L-J 1813 -682 to laterally brace chords as follows: C-P 158 -34 F-J 363 -714 Chord Spacing(in oc) Start(ft) End(ft) C-N 472 -202 J-G 1761 -657 TC 24 0.00 41.57 N-D 207 -329 G-1 647 -1357 BC 120 0.00 40.25 D-L 260 -263 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 6-8-14. 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 ABCC131 Ply:1 SEAN:17575/T4/COMN WestlndiesClo Qty: 1 FROM: DRW: T10 Wgt:259.0 lbs ... 1 ... 01/25/16 5715 972 10'5114 15'8"13 1911" 23'11"12 32'3"9 40'3" 5'7'15 I 3'11"3 11'3"12 5'7'15 I 4'2"3 I 4'0"12 8'3"13 I 7'11"7 aX5• 5 p 04X5D G N12X4 3X8 ' ;4XSB (a) 6X8H b A (a \ ..., 1112X��4 T5 - I$3X8 X177"2 t` -• -: mom I11°........................° 1. J T N S 114X8 =R Q P I ! 'i3 1 ; X10 1^2 11 •. a y - a� 113X8 O M L K 7'10"6 4'1"10 3'10'9 7'11'7 6'5" 2'0"6 7'11"10 1'48 r 7'10"6 I 17 + 15'10'9 I 23'10" I 30'3" I-373. 40'3" 1 •Maximum Reactions Ibs Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ( 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): 0.178 G 999 483 S 1310 /159 /576 I- /222 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.345 G 999 483 K 1391 /218 /695 /- I- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.072 K - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.140 K - - S Min Big Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.98 ft Code/Misc Criteria Creep Factor:1.5 K Min Brg Width Req= 1.6 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.838 Bearings S&K Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.743 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.905 Maximum Top Chord Forces Per Ply(Ibs)C&C Dist a:4.03 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 74 -78 F-G 1104 -kzv2 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 850-1915 G-H 990 -2322 C-D 854 -1830 H-I 787 -1985 Lumber D-E 835-1753 I-J 30 0 Value Set:13B(Effective 6/112013) E-F 807-1571 Top chord 2x4 SP#2:T5 2x4 SP M-30: Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC S-R 1623 -563 O-M 21 -7 R-Q 1736 -549 M-L 21 -7 Bracing Q-P 1736 -549 L-K 41 -17 (a)Continuous lateral restraint equally spaced on P-N 1639 -495 member. Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. Plates sized for a minimum of 4.00 sq.in.lpiece. A-S 118 -135 N-O 102 0 Purlins S-B 791 -1961 N-G 261 -368 In lieu of structural panels or rigid ceiling use purlins B-R 223 -15 N-H 331 -61 to laterally brace chords as follows: R-D 79 -56 N-L 1815 -653 Chord Spacing(in oc) Start(ft) End(ft) D-P 171 -303 H-L 351 -715 TC 24 0.00 41.57 E-P 383 -156 L-I 1760 -628 BC 120 0.00 40.25 P-F 151 -259 I-K 646 -1357 Apply purlins to any chords above or below fillers F-N 924 -424 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 8-4-14. 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 ,IIMMIDEEI PE No.60839 PE No.58544 PE No.71457 ABCC131 Ply:1 SEQN:175801 T17/SPEC WestlndiesCl0 Qty: 1 FROM: DRW: T12 Wgt:158.2 lbs ... / ... 01/25/16 75.10 11.0 4 1411.4 274'14 41 I 75-10 I 7890 I 711• I 71.10 .1X1.614.ZX4 5 D t2 p .3X.' 12X4 T : I olv J 1.3X4 N 12X4 1 27 t 11'0-1s 101.2 119 F (I 223'2 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pfin PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),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): 0.004 D 999 240 K. 63 /- 128 /- /49 /60.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.008 D 999 180 L" 66 /15 /36 1- /- /215 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.004 F - - G /322 Des Ld: 32.00 EXP:C HORZ(TL):0.006 H - - Wind reactions based on MWFRS Mean Height:16.70 ft Code/Misc Criteria Creep Factor:1.5 K Min Brg Width Req= SCBCLL:10.00 9 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.701 K Min Brg Width Req= - Bearings K&K Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.901 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.286 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): Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 A-B 100 -118 D-E 67 -93 Additional Notes B-C 72 -151 E-F 7 -6 Lumber C-D 154 -139 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#2 11-3-5. Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"138"uses design values K-J 173 -240 I-H 110 -127 approved 1/30/2013 by ALSC J-I 110 -127 H-G 0 0 Bracing Maximum Web Forces Per Ply(Ibs) (a)Continuous lateral restraint equally spaced on Webs Tens.Comp. Webs Tens. Comp. member. A-K 154 -192 D-H 189 -164 Plating Notes K-B 17 -157 H-E 154 -186 All plates are 4X5 except as noted. B-J 309 -394 F-G 11 -16 J-O 160 -408 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(fl) End(ft) TC 24 0.00 23.00 BC 107 0.00 23.00 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. 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 ABCC131 Ply:1 SEQN:176161 T28/MONO WestlndiesCl0 Qty: 1 FROM: DRW: T14 Wgt:152.6 lbs ... ! ... 01/25/16 13' 887 107'2 15.10.1 2710- 15• 7'77 I 1'1011 I 59' I 9'11'15 113X3r _ 0475.....E 12 5 p •14031 N /.%S 0 /owl 8 T I % 1 I' III ? 1017 3 1 H G 1108 8'615 17'1 5'8'9 7'77 1 9.1'15 I 10 1579 I 2710' i Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl LA Loc R /U /Rw /Rh 1 RL 1 W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.145 C 999 274 K 744 /2687 /3261/- /282 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.155 C 999 274 G 744 /202 /749 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.106 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):-0.113 F - - K Min Brg Width Req= 3.8 NCBCLL:10.00 Mean Height:17.09 ft Code I Misc Criteria Creep Factor:1.5 G Min Brg Width Req= Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.943 Bearing K Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.937 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.832 Maximum Tens.Comp.To Chord Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords GCpi:0.18 Plate Type(s): A-B 295 -305 D-E 3076 -3505 Wind Duration:1.60 WAVE,HS VIEW Ver:15.02.000.1217.15 B-C 4754-5484 E-F 2129 -2179 C-D 3647-4098 Lumber Loading Value Set:13B(Effective 6/1/2013) Truss transfers a maximum horizontal load of Maximum B Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 6335#( 282.07 plf)along top chord,from either Chords Bot o Tens.Comp. Chords Per Tens. Comp. Bot chord 2x4 SP#2 direction,to supports where indicated.Diaphragm and p Webs 2x4 SP#3:W2,W3 2x4 SP#2: connections are to be designed by Engineer of Record. K-J 2065-1709 I-H 3925 -3292 Drag Loads:Force(#) (PLF) Mbr Start End J-I 4528 -3894 H-G 2550 -2180 Lumber value set"13B"uses design values Case 1: 6335 282.07 TC 0.33 22.83 approved 1/30/2013 by ALSC 6335 379.15 BC 6.13 22.83 Case 2: 6335 282.07 TC 0.33 22.83 Maximum Web Forces Per Ply(Ibs) Bracing 6335 379.15 BC 6.13 22.83 Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on Case 3: 6335 282.07 TC 0.33 22.83 member. 6335 379.15 BC 6.13 22.83 K-A 102 -86 C-H 898 -1217 Case 4: 6335 282.07 TC 0.33 22.83 K-B 3188-3832 H-E 811 -463 Plating Notes 6335 379.15 BC 6.13 22.83 B-J 3450-3153 E-G 386 -893 (•*)1 plate(s)require special positioning.Refer to Wind J-C 1050 -970 F-G 138 -154 scaled plate plot details for special positioning Wind loads based on MWFRS with additional C&C requirements. member design. Plates sized for a minimum of 4.00 sq.in.lpiece. Left end vertical exposed to wind pressure. Purlins Deflection meets U240. In lieu of structural panels or rigid ceiling use purlins Right end vertical not exposed to wind pressure. to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.11 22.83 BC 32 0.00 22.83 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Additional Notes Negative reaction(s)of-2687#MAX. Requires uplift connection.See Maximum Reactions. The overall height of this truss excluding overhang is 11-5-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer 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 CLEM®' PE No.60839 PE No.58544 PE No.71457 ABCC131 Ply:1 SEAN:175481 T20/MONO • WestlndiesCl0 Qty: 1 FROM: DRW: T16 Wgt:156.8 lbs ... / ... 01/25/16 44• 7713 13714 1 15'510 I 2710' I 4'4• I 3713 ' 5'102 1512 740 13%3r _ 5 12 p #4%5 E II' ■4%&SR5■ 0)e CC Vi 1 12 ,----�■in�i (a) ,. 12xN E 1 d 1012 14%5 775 4511 372 7714 1 775 A 12' I 1572 I 2710' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI 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): 0.031 C 999 274 K 749 /77 /370 /- /279 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.061 C 999 274 G 743 /210 /420 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.014 G - - Wind reactions based on MWFRS Des 30.00 EXP:C HORZ(TL): 0.028 G - - K Min Brg Width Req= 1.5 NCBCLL: G Min Brg Width Req= - L:10.00 Mean Height:16.97 ft Code I Misc Criteria Creep Factor:1.5 gearing K Fcperp=565psi. Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.903 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:h to 2h Rep Factors Used:Yes Max Web CSI: 0.610 Maxim Tens.Comp.To Chord 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 140 -96 D-E 126 -509 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 269 -799 E-F 63 -97 C-D 119 -632 Lumber Wind Value Set 13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Top chord 2x4 SP#2 member design. Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Left end vertical exposed to wind pressure. Webs 2x4 SP#3 Deflection meets U240. K-J 528 -482 I-H 818 -530 Lumber value set"13B"uses design values Right end vertical not exposed to wind pressure. J-I 818 -530 H-G 510 -285 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Bracing Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on q-K 139 -140 C-H 290 384 member. K-B 183 -770 H-E 398 -110 B-J 494 -79 E-G 421 -753 Plating Notes J-C 116 -335 F-G 141 -163 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 22.83 BC 120 0.00 22.83 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers 1 Ties (J)Hanger Support Required,by others Additional Notes The overall height of this truss excluding overhang is 11-5-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2 Bus ness No.547 is a fictitious name owned 4745 Sutton Park Court,Sui a 402,Jacksonville,llFL 32224-904.821.5200 Florida Engineer A I E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray inainCIECOM PE No.60839 PE No.58544 PE No.71457 ABCC131 Ply:1 SEQN:17552/T8/MONO WestlndiesClo Qty: 1 FROM: DRW: T18 Wgt:152.6 lbs ... / ... 01/25/16 7'8-8 15'8"8 16'11"1 22'10" I 7.8.,8 I 8' 1 12 9 I 5'10'15 I B=6x6 te6x8C I: 4.4Aril D_5X5 SRS ..4X5 E _ t2 8 So in i` f-- io 05X5 A T 0 _ 1I...„M..: ■-/ ■ 10'T2 L . iiiii■.3. =_•X: =3X4 =4CX�10 113X8 J 114X5 710"4 4'1"12 50'13 5'9'3 1 710,.4 I 12' I 170-13 I 2710" 1 Loading Criteria(psi) Wind Criteria Snow Criteria(P8,Pf in PSF) DeflICSI Criteria •Maximum Reactions fibs) 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 Pt:NA Ce:NA VERT(LL): 0.027 D 999 274 J 763 /132 /371 /- /171 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.054 D 999 274 F 763 /229 /320 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.014 B - - J Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 F Min Brg Width Req= p Soffit: 2.00 TCDL:4.2 sf Bldg Code: FBC 2014 RES Max TC CSI: 0.727 Bearing J 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:h to 2h Rep Factors Used:Yes Max Web CSI: 0.583 Maximum Tens.Comp.To Chord 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 308 -829 C-D 324 -654 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 353 -602 D-E 254 -544 Lumber Wind Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 member design. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Left end vertical exposed to wind pressure. J-I 145 -232 H-G 552 -267 Webs 2x4 SP#3 Deflection meets L/240. I-H 552 -267 G-F 0 0 Lumber value set"13B"uses design values Right end vertical not exposed to wind pressure. approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Bracing (a)Continuous lateral restraint equally spaced on A-J 289 -731 C-G 124 -26 A-I 584 -140 D-G 308 -537 member. 8-I 139 -138 G-E 808 -378 Plating Notes I-C 183 -86 E-F 377 -743 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 22.83 BC 120 0.00 22.83 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I Ties (J)Hanger Support Required,by others Additional Notes The overall height of this truss excluding overhang is 7-5-6. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.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 ABCC131 Ply:1 SEQN:17556/T14/COMN WestlndiesClo Qty: 3 FROM: DRW: T20 Wgt:152.6 lbs ... / ... 01/25/16 6. 11'8"8 1T1"8 ( 2710" 6 I 558 I S5 58"8 Cm5X5 12 D 14X8 8 /4x88 P b #T sxs a' 'I T tz Illibm„,..._ �SXS 1 �_ F 45 102 ' H G F 4114X5 58.8 8014 5'7"10 S•S. 1 5.8-8 I 111(8 I 17-5" I 2210- i Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pt in PSF) DeflICSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.022 H 999 274 J 763 /215 /348 /- /267 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.043 H 999 274 F 763 /222 /341 I- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.008 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.016 B - - J Min Brg Width Req= 1.5 Mean Height:16.30 ft Code!Misc Criteria Creep Factor:1.5 F Min Brg Width Req= NCBCLL:10.00 9 Bearing J Fcperp=565psi. Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.425 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.479 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.396 Maxim Tens.Comp.To Chord 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 297 -795 C-D 358 -645 Wind Duration:1.60 WAVE,HS VIEW Ver:15.02.000.1217.15 B-C 348 -651 D-E 289 -740 Lumber Wind Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(Ibs) member design. Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Left end vertical exposed to wind pressure. J-I 252 -241 241 H-G 561 -162 Webs 2x4 SP#3 Deflection meets L/240. I-H 602 -189 G-F 14 -10 Lumber value set"13B"uses design values Right end vertical not exposed to wind pressure. approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Bracing A-J 288 _738 H-D 156 201 member.(a)Continuous lateral restraint equally spaced on A-I 612 -177 D-G 103 -178 m I_B 99 -138 G-E 591 -163 Plating Notes B-H 186 -243 E-F 292 -740 (")1 plate(s)require special positioning.Refer to C-H 342 -215 scaled plate plot details for special positioning requirements. 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 22.83 BC 120 0.00 22.83 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I Ties (J)Hanger Support Required,by others Additional Notes The overall height of this truss excluding overhang is 10-1-6. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 2.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 IHNECIMINI PE No 60839 PE No.58544 PE No.71457 ABCC131 Ply:1 SEQN:17558/T30/MONO WestlndiesCl0 Qty: 8 FROM: DRW: T22 Wgt:49.0 lbs ... / ... 01/25/16 4'0"8 I 7'9"8 I 4'0"8 3'9" 3 p 1112X4 C i 04X5 B olo 64X5 A .....001111111111 T 1 = �, 9'1"2 F 1":s. 114X5 0 A X5 64x5 71312 • I 3•9" I 4'0-8 I 3'9" 7'9"8 Loading Criteria Ipso Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.004 B 999 240 F 251 /78 /93 /- /113 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.008 6 999 180 D 251 /83 /110 /- /- /- 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 0 - - 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 2014 RES Max TC CSI: 0.249 Bearing F Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.140 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.282 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 253 -272 B-C 74 -103 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:136(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 F-E 63 -260 E-D 248 -356 Bot chord 2x4 SP#2 Webs 2x4 SP#3 n values Maximum Web Forces Per Ply(Ibs) Lumber value set"136"uses design Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC A-F 273 -235 B-D 361 -289 Plating Notes A-E 251 -202 C-D 155 -80 Plates sized for a minimum of 4.00 sq.in./piece. E-B 99 -42 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.79 BC 93 0.00 7.79 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 exposed to wind pressure. Deflection meets U240. Additional Notes The overall height of this truss excluding overhang is 3-7-6. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.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 WiRCEEEDEKI PE No.60839 PE No 58544 PE No.71457 ABCC131 Ply:1 SEAN:17624/T55/COMN WestlndiesClo Qty:6 FROM: DRW: T21 Wgt:156.8 lbs ... / ... 01/25/16 5'10'4 1178 176-12 285. 5'10-4 I 5'10-4 1 5'10'4 1 510"4 _ 0.5X5 II! 12 8 V/5X58 D%.5X5 n b 112X4A E 13X3 T Ir• I, i1: „ - UI 1012 a4' 4. -4' :: 3 NX8 7'5'11 I 4'2 5 , 37'5 i 7'9"11 14X8 1 75'11 ( 17 I 157'5 I 23'S i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.037 G 999 281 J 968 /244 /354 /- /287 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.063 G 999 281 F 970 /244 /354 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.022 E - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.038 E - - J Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:16.30 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 2014 RES Max TC CSI: 0.415 Bearings J&F Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.677 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.442 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 174 -107 C-D 523 -1009 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 523-1008 D-E 174 -107 Lumber Wind Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 member design. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 End verticals exposed to wind pressure.Deflection J-I 787 -293 H-G 619 -133 Webs 2x4 SP#3 meets 1/240. I-H 619 -133 G-F 788 -280 Lumber value set"138"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Bracing Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on A-J 165 -154 C-G 417 -206 member. J-B 345-1082 G-D 256 -171 B-I 256 -171 D-F 345 -1082 Plating Notes I-C 415 -206 E-F 165 -154 Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 23.42 BC 120 0.00 23.42 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. Additional Notes The overall height of this truss excluding overhang is 10-1-6. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.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 ABCC131 Ply:1 SEQN:17554/T2/COMN WestlndiesClo Qty: 1 FROM: DRW: T19 Wgt:159.6 lbs ... / ... 01/25/16 4'10"4 I 9'8"8 I 13'8"8 I 18'2" I 2710' 4'10"4 4'10"4 4' 4'5"8 4'8" 84X5 a.5x7 a �Ir ri1 tr 12 8 V�dxs B : 4X8 SRS 4 F a Oa 112X4A : T M 1V I 11 am 1=1 g y �� i 4)10'1'2 6X12 -5X7 4 j 14X5 I H G 1 10' 3'6-12 9'3'4 I • 10' I 135"12 I 2710" • Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.PI in PSF)I Def1JCSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in lac Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph N:NA Ce:NA VERT(LL): 0.021 I 999 274 J 763 /93 /366 /- /211 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.042 I 999 274 G 763 /174 /325 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.012 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C -, HORZ(TL):0.024 G - - J Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.64 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.277 Bearing J Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.632 Spaang:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.787 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 117 -93 D-E 344 -685 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 353 -710 E-F 0 0 Lumber Wind C-D 335 -510 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Top chord 2x4 SP#2 member design. Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Left end vertical exposed to wind pressure. Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Deflection meets U240. J-I 569 -333 H-G 520 -258 Lumber value set 13B"uses design values Right end vertical not exposed to wind pressure. I-H 519 -225 approved 1/30/2013 by ALSC Bracing Maximum Web Forces Per Ply(Ibs) (a)Continuous lateral restraint equally spaced on Webs Tens.Comp. Webs Tens. Comp. member. A-J 104 -125 H-D 178 -42 J-B 296 -808 H-E 79 -60 Plating Notes B-I 156 -114 E-G 398 -804 Plates sized fora minimum of 4.00 sq.in./piece. C-I 192 -69 F-G 74 -111 C-H 108 -128 Purlins In lieu of structural panels or rigid ceiling use purtins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 22.83 BC 120 0.00 22.83 Apply purtins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers!Ties (J)Hanger Support Required,by others Additional Notes The overall height of this truss excluding overhang is 8-9-6. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.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 eFs'E , Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No 58544 PE No.71457 ABCC131 Ply:1 SEON:17550/T21/MONO WestlndiesClo Qty: 1 FROM: DRW: T17 Wgt:170.8 lbs / ... 01/25/16 5818 10173 18811 2710' I 5'8'8 I 13'11 I 6'6'10 { 63'2 1353E — 5 12 .4x51.0. i huIX&5R51 6� -7 C 11 r 2 1 e 01 X5 tt 1012 se 4X5 3 I H iG F 58'8 4'0'3 275 4'3'8 816'10 A 578 I 9711 I 17 I 16'78 I 2210' I Loading Criteria(psi) 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 lot Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.029 C 999 274 K 752 179 /375 /- /279 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.057 C 999 274 F 745 /215 /418 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.010 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.020 F - - K Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:16.97 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.647 Bearing K Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.567 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.416 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 218 -777 C-D 109 -540 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 247 -732 D-E 52 -83 Lumber Wind Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 member design. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Left end vertical exposed to wind pressure. K-J 150 -428 H-G 741 -467 Webs 2x4 SP#3 Deflection meets U240. J-I 579 -475 G-F 434 -246 Lumber value set"13B"uses design values Right end vertical not exposed to wind pressure. I-H 741 -467 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Bracing Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on member. A-K 232 -727 C-G 297 -405 A-J 592 -113 G-D 417 -156 Plating Notes B-J 70 -142 D-F 412 -729 Plates sized for a minimum of 4.00 sq.in./piece. B-I 269 0 E-F 123 -134 I-C 22 -174 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 22.83 BC 120 0.00 22.83 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Additional Notes The overall height of this truss excluding overhang is 11-5-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 e,E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray MIEECICIMIZI PE No.60839 PE No.58544 PE No.71457 ABCC131 Ply:1 SEON:17609/T24/MONO WestlndiesCl0 Qty: 1 FROM: DRW: T15 Wgt:158.2 lbs ... / ... 01/25/16 74' 176 1074 1378 1672 2717 i 74 i 236 i 6714 I 3.1.4 I 711'10 I 6171 I pX3G _ 13X5 r isoleirl 12 �. 5 03.e 14 /4X30 I t2 UX81SRS1 6{ , 8� C T1. �2x,: :T 111:_' 1. (0,0,2 4 4' 4, �,aX3 � � K J 1 H 45'10 776 1'8'11 41'5 1 45'10 I 12' i 13711 I` 2717 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 Cc:NA VERT(LL): 0.031 D 999 274 L 748 /50 /364 /- /279 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.060 D 999 274 H 744 /201 /422 /- I- I- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.015 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C - HORZ(TL):0.030 B - - L Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:16.97 ft Code I Misc Criteria Creep Factor:1.5 H Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.577 Bearing L Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.793 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.399 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FTIRT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 98 -60 D-E 158 -667 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 249 -785 E-F 168 -600 Lumber Wind C-D 358 -934 F-G 52 -79 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Top chord 2x4 SP#2 member design. Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Left end vertical exposed to wind pressure. Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Deflection meets U240. L-K 439 -479 J-I 722 -422 Lumber value set"13B"uses design values Right end vertical not exposed to wind pressure. K-J 722 -422 I-H 409 -225 approved 1/30/2013 by ALSC Bracing Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on member. A-L 90 -71 D-I 290 -361 L-B 220 -792 I-F 469 -207 Plating Notes B-K 671 -162 F-H 388 -705 Plates sized for a minimum of 4.00 sq.in./piece. K-C 329 -589 G-H 123 -134 K-D 215 -203 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 22.83 BC 120 0.00 22.83 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Additional Notes The overall height of this truss excluding overhang is 11-5-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray MEEEEMEE PE No.60839 PE No.58544 PE No.71457 ABCC131 Ply:1 SEQN:17520/T47/MONO WestlndiesCl0 Qty: 6 FROM: DRW: T13 Wgt:175.0 lbs ... / ... 01/25/16 TB- 8'T2 14'8'6 23' I T6- 1 1'8'2 I 5'6.6 I 878 t ■2X4E _ 06X8 lill 12 �i 5v��■ . - C /3X41, 14) b •5X)8 UI W9 Is) r /4x5 A T I ■ 1 4'1 " 101-2 14%5 T4 4 5'T12 16112:1 844 1 Tr4 I 13' 1 149.12 23' -i 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 Udefi IJ# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph N:NA Cc:NA VERT(LL): 0.545 H 506 275 K 853 /59 /373 /- /253 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.899 H 307 275 G 1066 /202 /425 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.233 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.384 0 - - K Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:16.82 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.972 Bearing K Fcperp=565psi. Load Duration:1.25 BCOL:3.0 psf TPI Std: 2007 Max BC CSI: 0.234 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.993 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 211 -1197 C-D 1402 -4247 Wind Duration:1.60 WAVE,HS VIEW Ver:15.02.000.1217.15 B-C 1383-4284 D-E 116 -107 Lumber Hangers I Ties Value Set:13B(Effective 6/1/2013) Recommended hanger connections are based on Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2:T2 2x4 SP M-30: manufacturer tested capacities and calculations. Chords Tens.Comp. Chords Tens. Comp. Conditions may exist that require different Bot chord 2x4 SP M-31:B2 2x6 SP SS Dense: connections than indicated.Refer to manufacturer K-J 111 -401 I-H 50 -15 Webs 2x4 SP#3 J-I 50 -15 H-G 28 -10 :W4,W6,W7,W9 2x4 SP#2::W8 2x4 SP M-30: publication for additional information. Lumber value set"138"uses design values Bearing at location x=22'9" uses the following approved 1/30/2013 by ALSC support conditions: Maximum Web Forces Per Ply(Ibs ) Bearing G (279",10'1"2)HTU26 Webs Tens.Comp. Webs Tens. Comp. Bracing Supporting Member:(3)2x6 SP SS Dense A-K 220 -832 L-D 1864 -579 (20)0.148"x3"nails into supporting (a)Continuous lateral restraint equally spaced on member, A-J 1030 -97 L-F 3920 -1505 member. (11)0.148"x1.5"nails into supported J-B 471 -971 D-F 1550 -4040 member. J-L 1348 -652 F-E 171 -218 Plating Notes B-L 2895-1024 F-G 415 -854 (")1 plate(s)require special positioning.Refer to Wind L-H 322 0 scaled plate plot details for special positioning Wind loads based on MWFRS with additional C&C requirements. member design. Plates sized for a minimum of 4.00 sq.in./piece. Right end vertical not exposed to wind pressure. Purlins Additional Notes In lieu of structural panels or rigid ceiling use purlins The overall height of this truss excluding overhang is to laterally brace chords as follows: 11-6-4. Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 23.00 BC 120 0.00 23.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. 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 DEIEEMEONI PE No.60839 PE No.58544 PE No.71457 ABCC131 Ply:1 SEQN:17578/T52/COMN WestlndiesClo Qty: 1 FROM: DRW: T11 Wgt:247.8lbs / ... 01/25/16 511"5 I 572 I 11'10"19 17'8"13 I 23'10" I 373"9 I 407" I 5'11"5 3'7'13 7818 5'10'3 6'1"3 8'5"9 7'11"7 E -r =6X6.1 12 5 04X50 F4X5 3X8 ,0 "4X56 $6X8G fV M2X4 A T4 1'101t G: ��411�' H 33I 8 171"2• •-let-: m T N R 114X8 Q P 0 I ' riles i 1 ..�'� . 1101"2 II ', : 113X8 N L K J 8'10"15 311 11'10" 6'5" 2'0"6 7'11"10 1'4"8 1 8'10"15 I 12' I 2310" I 30'3" 1 373"J 40'3" i- -I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt in PSF) Def/CS1 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 Pt:NA Ce:NA VERT(LL): 0.181 M 999 483 R 1310 /161 /569 /- /243 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.351 M 999 483 j 1391 /193 /688 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.076 J - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.147 J - - R Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:16.39 ft Code/Misc Criteria Creep Factor:1.5 J Min Brg Width Req= 1.6 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.837 Bearings R&J Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.854 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.864 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:4.03 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 86 -92 E-F 772 -1664 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 828-1935 F-G 938 -2320 Lumber C-D 837 -1865 G-H 767 -1985 D-E 780-1658 H-I 30 0 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2:T4 2x4 SP M-30: Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values R-Q 1681 -557 N-L 27 -5 approved 1/30/2013 by ALSC Q-P 1711 -500 L-K 27 -5 P-O 1711 -500 K-J 41 -17 Bracing O-M 2056 -640 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. Plates sized for a minimum of 4.00 sq.in./piece. A-R 133 -154 F-M 465 -129 R-B 768-1989 M-N 103 0 Purlins B-Q 183 -37 M-G 333 -66 In lieu of structural panels or rigid ceiling use purlins Q-D 166 -44 M-K 1810 -623 to laterally brace chords as follows: D-0 220 -399 G-K 336 -713 Chord Spacing(in oc) Start(ft) End(ft) E-0 914 -376 K-H 1759 -597 TC 24 0.00 41.57 0-F 401 -854 H-J 636 -1357 BC 120 0.00 40.25 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 9-2-14. 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 giSECEMI PE No.60839 PE No.58544 PE No.71457 ABCC131 Ply:1 SEQN:17573/T58/COMN WestlndiesClO Qty: 1 FROM: DRW: T09 Wgt:250.6 lbs ... / ... 01/25/16 7'02 198"13 21'11" 291112 32'3'9 40'3" 7'0"2 I 6'8"10 I 8'7'3 2'0"12 8'3"13 7'11"7 { 12 5 =� 7 -r a. E 5 1112X4 04X56 (a) 46X8F (a) rn 04X5 A T` 8 rib f... ---r. -::r 1C 0%348 12'1 2 j„,P 113X8 0 N IL I 111'3 1 11 4 tt8 •• 8 113X8 1_410.1.2 M K J I 6'8"10 73"6 910" 6'5" 70"61 7'11"10 1'_4' 1 6'8"10 I 14' I 23'10" I- 30'3" 1 373"8 40'3" 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefBCSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl LI# Loc R /U I Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.176 E 999 483 P 1310 /161 /578 /- /202 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.341 E 999 483 I 1391 /229 /697 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.064 I - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.123 I - - P Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.56 ft Code!Misc Criteria Creep Factor:1.5 I Min Brg Width Req= 1.6 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.888 Bearings P&I Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.914 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.918 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:4.03 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 813-1944 E-F 1005 -2322 Wind Duration:1.60 WAVE VIEW Ver:15.02.00C.1217.15 B-C 860-1884 F-G 793 -1986 Lumber C-D 841 -1678 G-H 30 0 D-E 1095-2253 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2:T4 2x4 SP M-30: Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values P-O 208 -179 M-K 16 -9 approved 1/30/2013 by ALSC O-N 1753 -594 K-J 16 -9 N-L 1849 -607 J-I 41 -16 Bracing (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(Ibs) member. Webs Tens.Comp. Webs Tens. Comp. Plating Notes A-P 578-1277 L-M 102 0 Plates sized fora minimum of 4.00 sq.in./piece. A-O 1738 -676 L-E 216 -336 O-B 194 -329 L-F 329 -59 Purlins B-N 149 -171 L-J 1820 -663 In lieu of structural panels or rigid ceiling use purtins C-N 373 -78 F-J 356 -717 to laterally brace chords as follows: N-D 155 -360 J-G 1761 -641 Chord Spacing(in oc) Start(ft) End(ft) D-L 810 -341 G-I 646 -1357 TC 24 0.00 41.57 BC 120 0.00 40.25 Apply puffins 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 7-6-14. 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 ABCC131 Ply:1 SEAN:17568/T13/COMN WestlndiesClO Qty: 1 FROM: DRW: T07 Wgt:256.2 lbs ... / ... 01/25/16 j 6'4"8 I 12'5"8 I 15'2"3 I 19'6"2 , 23'10" 1 25'11 i ABCC131 Ply:1 SEAN:17564/T34/COMN WestlndiesClo Qty: 1 FROM: DRW: T05 Wgt:238.0 Ibs ... I ... 01/25/16 6'4"8 I 12'5"8 I 192"3 I 2310" I 2911" I 351" I 403" 6'4"8 6'1" 6'8"11 4'7"13 6'1" 5'2" 5'2" C=6X6 12 5 B $4X5 0w5X7 =4 a 7 • _ T .04X5 _ H A 0 4X8 .. „ uz?C4 O 4)1212,s,SIl3X8 R 0 P 0 N �� 1 .. 1 10'12 3X8 3H1 1•(++) M L K III4X8J 1 23'11"12 1 16'3"4 1 6'1" I 6'4"8 11'6"8 5'5"11 I 4'4"5 I 6'3'•9 I 10'1"7 I1'4"8i 61" 12'5"8 14'1 19'5"11 23'10" 30'1"9 40'3" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.039 Q 999 289 S 768 /253 /351 /- /188 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.081 Q 999 289 M 1366 /395 /537 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.011 0 - - J 587 /204 /354 I- /- /5.5 Des Ld: 32.00 EXP:C HORZ(TL):0.023 0 - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.29 ft Code/Misc Criteria Creep Factor:1.5 S Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max IC CSI: 0.495 M Min Brg Width Req= 1.6 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.726 J Min Brg Width Req= 1.5 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.438 Bearings S,M.&J Fcperp=565psi. 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 Vet':15.02.000.1217.15 - Lumber A-B 472-1027 E-F 185 -54 Value Set:13B(Effective 6/1/2013) B-C 480 -827 F-G 269 -398 C-D 484 -829 G-H 106 -70 Top chord 2x4 SP#2 D-E 486 -693 H-I 30 0 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"13B"uses design values Maximum Bot Chord Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. S-R 192 -167 O-N 20 -32 Bracing R-Q 904 -258 M-L 305 -79 (a)Continuous lateral restraint equally spaced on Q-P 736 -287 L-K 474 -229 member. P-O 736 -287 K-J 474 -229 Plating Notes Maximum Web Forces Per Ply(Ibs) (++)-This plate works for both joints covered. Webs Tens.Comp. Webs Tens. Comp. Plates sized for a minimum of 4.00 sq.in./piece. q-S 374 -741 E-N 462 973 Purlins A-R 694 -384 N-M 456 -995 In lieu of structural panels or rigid ceiling use purlins R-B 137 -157 M-F 164 504 to laterally brace chords as follows: B-Q 145 -309 L-G 185 214 Chord Spacing(in oc)• Start(ft) End(ft) C-Q 305 -121 F-L 323 -46 TC 24 0.00 41.57 Q-D 160 -116 G-J 291 -561 BC 75 0.00 24.03 D-O 300 -596 H-J 233 -209 BC 120 24.12 40.25 O-E 974 -383 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 7-0-8. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC131 Ply:1 SEAN:17594/T39/SPEC WestlndiesCl0 Qty:4 FROM: DRW: T03 Wgt:144.2 lbs ... / ... 01/25/16 6.212 I 1258 ( 18'8"4 I 24'11- 6'2"12 6'2"12 6'2"12 6'2"12 _ 05X5 ii 5 12 4X5 B B 4X5 90 I b i, 112X4A (a) - E�4X5 M 4. b am 1 I 4X8 _4 5 =3X4 =„ H6 124 12'1'2 •4X5 1 241'6 1�-I 8711 4'1'13 4'1"13 7'3'7 1'0"4 8'3"11 I 1258 ' 16.7"5 1 23'10.12 �4'11'� Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Cl:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.048 J 999 286 K 844 /265 /334 /- /115 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.088 J 999 286 G 919 /283 /375 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.023 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.042 F - - K Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:16.54 ft Code I Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.596 Bearings K&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.744 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.380 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 133 -84 C-D 745 -1054 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 7% -1121 D-E 137 -51 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) Top chord 2x4 SP#2 7-0-8. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 K-J 1026 -589 H-G 914 -522 Webs2x4SP#3 J-I 798 -385 G-F 21 -30 Lumber value set"13B"uses design values I-H 798 -385 approved 1/30/2013 by ALSC Bracing Maximum Web Forces Per Ply(Ibs) (a)Continuous lateral restraint equally spaced on Webs Tens.Comp. Webs Tens. Comp. member. A-K 221 -153 H-D 170 -82 K-B 681 -1201 D-G 766 -1236 Plating Notes B-J 238 -172 G-E 225 -136 Plates sized for a minimum of 4.00 sq.in./piece. J-C 378 -182 E-F 3 -93 C-H 279 -116 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 24.92 BC 120 0.00 24.92 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Right cantilever is exposed to wind NOTES: , 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. '/ 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray NOIECCUMETI PE No.60839 PE No.58544 PE No.71457 ABCC131 Ply:1 SEQN:17596/T23/COMN WestlndiesCl0 Qty: 15 FROM: DRW: T01 Wgt:117.6 lbs ... / ... 01/25/16 4712 8'2"8 I 11311 16'6"14 21'10" " I I I I 4212 311 12 31 3 53 2 532 D_5X5 0\ 12 \E,5X7(SRS, 12 10 V 142X40 4, 5 I i� iiiks........4iiibil2X4 n 3X43 g3X8 E5 , r 3X4 1113X8(E5 o.• , °8 2011" _ 1 i r_ .n , 1 S - 4 =,K =J =I' 87*8 1'9"8 6'5"2 5'4"14 1 878 I 10 I 16'5"2 I 21'10" • Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pt in PSF) Def1/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.050 I 999 262 A 737 /348 /321 /- /214 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.100 I 999 262 H 720 f 360 /307 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.022 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.044 D - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:25.10 ft Code I Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.366 Bearings A&H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.986 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.635 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 561 -1057 E-F 1011 -1313 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 574 -901 F-G 885 -1318 C-D 580 -767 G-H 993 -1352 Lumber D-E 605 -747 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-K 647 -267 J-I 843 -436 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' K-J 843 -436 I-H 1179 -749 Lumber value set"13B"uses design values approved 1130/2013 by ALSO Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. Plates sized for a minimum of 4.00 sq.in./piece. C-K 234 -183 E-I 445 -425 D-K 680 -622 I-F 341 -261 Purlins K-E 614 -577 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 21.83 BC 97 0.00 21.83 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 7-8-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC131 Ply:1 SEQN:17554/T51/JACK WestlndiesClo Qty:2 FROM: DRW: J03 Wgt:19.6 lbs ... / ... 01/25/16 C 13'9"13 12 5 V 1112X4 B b IA ill CI f,) HB 4'8"8 I EMIIIMIIIIIIMIIN y 10'1"2 El"-- D H- 1'4"8 Ip4X5 5' 5' Loading Criteria(psr) 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 I RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.000 B 999 240 E 252 /102 /167 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 B 999 180 D 75 1- /25 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 B - - C 128 /40 /43 /- /89 11.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.001 B - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.607 D Min Brg Width Req= - BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.392 C Min Brg Width Req= - Load Duration:1.25 P Bearing E Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.082 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:15.02.00C.1217.15 A-B 30 0 B-C 129 -57 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 E-D 0 0 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. B-E 277 -227 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.32 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 4-0-3. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC131 Ply:1 SEON:17550/T9/JACK WestlndiesClo Qty: 2 FROM: DRW: J01 Wgt:8.4 Ibs ... 1 ... 01/25/16 12 5 ✓ C III 2X4B g 12'1"13 I A M M H B 8"8 b N N- CV 1 I ._ I 4.10'1"2 III 3X8E► D ' H- 1'4"8 1 1 i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI 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 1111/ TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.000 B 999 240 E 163 /78 /127 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 B 999 180 D 15 /- /5 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.000 B - - C -24 /41 /41 I- /30 1 1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.000 B - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor.1.5 E Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.383 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.013 C Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.118 Bearing E 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. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Lumber A-B 30 0 B-C 160 -39 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 E-D 0 0 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Plates sized for a minimum of 4.00 sq.in./piece. B-E 395 -158 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.32 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. Additional Notes The overall height of this truss excluding overhang is 2-4-3. 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 APE X Michael G Kozlowski Jeffrey P Ameson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC131 Ply:1 SEON:17560/T37/GABL WestlndiesClo Oty: 1 FROM: DRW: GE07 Wgt:46.2 Ibs ... / ... 01/25/16 I—1'2"4-H I—11"8."I--1'4"—"I (TYP) 3t7 G F ■ E ■ D ■ iT 1 1r�r 91.2 I'" M L 79"8 J I 'I 7 9"8 7'9"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs),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): 0.001 B 999 240 N' 64 /21 /25 /- /13 /93.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.002 B 999 180 Wind reactions based on MWFRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.050 G - - N Min Brg Width Req= - Des Ld: 32.00 EXP:C HORZ(TL):-0.076 G - - Bearing N is a rigid surface. NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor.1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.221 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.214 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.244 A-B 24 -184 D-E 37 -110 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: B-C 21 -139 E-F 58 -87 GCpi:0.18 Plate Type(s): C-D 26 -127 F-G 78 -60 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Lumber Additional Notes Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) See DWGS A14015ENC101014&GBLLETIN1014 for Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#3 gable wind bracing requirements. N-M 160 -19 K-J 168 -20 Bot chord 2x4 SP#3 The overall height of this truss excluding overhang is M-L 166 -20 J-I 170 -21 Webs2x4SP#3 3-3-12. L-K 167 -20 I-H 171 -21 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Gable Forces Per Ply(Ibs) Bracing Gables Tens.Comp. Gables Tens. Comp. Fasten rated sheathing to one face of this frame. A-N 14 -120 E-J 107 -72 B-M 200 -66 F-I 127 -80 Plating Notes C-L 114 -74 G-H 76 -31 All plates are 2X4 except as noted. D-K 84 -72 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 7.79 BC 93 0.00 7.79 Apply puffins 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 exposed to wind pressure. Deflection meets U240. 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 COMMECIEri PE No.60839 PE No.58544 PE No 71457 ABCC131 Ply:1 SEAN:17546/T38/GABL WestlndiesClo Qty: 1 FROM: DRW: GE05 Wgt:225.4 lbs Page 2 of 2 ... / ... 01/25/16 A-AB 609 -787 J-AL 24 -11 B-AC 114 -78 AM-V 99 -52 C-AD 11 -35 K-AN 122 -83 D-AE 44 -15 AO-U 22 -17 Z-AF 5 -31 L-AP 10 -15 AG-F 10 -15 AQ-T 5 -31 Y-AH 22 -17 AR-N 44 -15 Al-G 122 -83 AS-O 11 -35 X-AJ 99 -52 AT-P 114 -78 AK-H 24 -11 Q-R 609 -787 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 eE ( Michael G Kozlowski Jeffrey P Ameson Derek B Murray PE No 60839 PE No.58544 PE No.71457 ABCC131 Ply:1 SEQN:17588/T31/GABL WestindiesCl0 Qty: 2 FROM: DRW: GE04 Wgt:23.8lbs5}5� ... / ... 01/25/16 41" 5.3••4 1"12 4'1" I 1.7.4 M3X3C 12 S T 5 ° e i.. ..... _..igaiiiiillii iN f,o ► ■ ■ 2011" 02X4(D8R)' a I 5.5„ E I I I 53"4 1{a2 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria •Maximum Reactions(Ibs),or'=PLF 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 Cc:NA VERT(LL): 0.003 E 999 240 A• 65 /29 /33 /- /18 /65.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.007 E 999 180 Wind reactions based on MWFRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.003 E - - A Min Brg Width Req= - Des Ld: 32.00 EXP:C HORZ(TL): 0.005 E - - Bearing A is a rigid surface. NCBCLL: 10.00 Mean Height:22.43 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.359 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.233 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.105 A-B 37 -154 B-C 13 -32 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:15.02.000.1217.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A-E 200 -15 E-D 211 -17 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#3 Maximum Gable Forces Per Ply(Ibs) Bot chord 2x4 SP#3 Gables Tens.Comp. Gables Tens. Comp. Webs 2x4 SP#3 Lumber value set"13B"uses design values B-E 383 -194 C-D 7 -34 approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Plates sized for a minimum of 4.00 sq.inipiece. Purtins 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 5.42 BC 65 0.00 5.42 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. End verticals not exposed to wind pressure. Additional Notes See DWGS A14030ENC101014&GBLLETIN1014 for gable wind bracing requirements. The overall height of this truss excluding overhang is 2-7-11. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray aliarnaffi PE No.60839 PE No.58544 PE No.71457 ABCC131 Ply:2 SEAN:17564/T29/SPEC WestlndiesCl0 Oty: 2 FROM: DRW: FT1 Wgt:173.6 lbs ... / ... 01/25/16 4'1-4 7'11" 97" 12'10"8 I- 4'1"4 I 3.9"12 I 1.8" I 3'3"8 12 5 p @2X4 E T 3 12 tti.4X8(SRS)C a 4X5 B 1' r �� DT-2'8"1 =4X5 v i_ z4X5A ,,-- F 1 T Illi, .. ----PI�i I • - r_ • ..91'2 K:=: 1111X5 •1X10 =4(5 =°-=G•• 112X4 112X4 • 12'9"12 • 3•9 12 3'11"8 1'9 12 31'8 I I I 7'9"4 ' 9'7" I 12'10" Loading Criteria Ipso Wind Criteria Snow Criteria(Pg.Pf in PSF) DeflICSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L#t Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Cc:NA VERT(LL): 0.026 E 999 240 K 477 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.052 E 999 180 G 677 I- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.008 E - - K Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.017 E - - G Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearings K&G Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.226 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.321 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI:0.392 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 -324 C-E 32 -19 I:NA GCpi:NA Plate Type(s): B-C 0 -295 D-F 0 -782 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 Lumber Purlins Maximum Bot Chord Forces Per Ply(Ibs) 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 2x4 SP#2 to laterally brace chords as follows: K-J 5 0 I-H 750 0 Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) J-I 313 0 H-G 9 0 Webs 2x4 SP#3 TC 24 -0.13 12.75 BC 120 -0.13 12.75 Lumber value set"13B"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. Nailnote A-K 0 -229 C-D 0 -431 Nail Schedule:0.131"x3",min.nails A-J 317 0 D-E 0 -98 Top Chord:1 Row @12.00"o.c. J-B 0 -88 D-H 0 -335 Bot Chord:1 Row @12.00"o.c. B-I 0 -48 H-F 824 0 Webs :1 Row @ 4"o.c. I-C 338 0 F-G 0 -320 Use equal spacing between rows and stagger nails I-D 0 -565 in each row to avoid splitting. Special Loads -----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 54 plf at 0.00 to 54 plf at 7.92 TC-From 54 plf at 7.92 to 54 pH at 9.58 TC-From 101 plf at 9.58 to 101 pH at 12.88 BC-From 10 plf at 0.00 to 10 plf at 12.88 TC- 176 lb Conc.Load at 9.58 Plating Notes Plates sized for a minimum of 4.00 sq.in.lpiece. Additional Notes The overall height of this truss excluding overhang is 4-4-1. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC131 Ply:1 SEQN:17959/T25/SY42 WestlndiesClo Qty: 1 FROM: DRW: FGE02 Wgt:40.6 lbs ... / ... 01/25/16 I-- 1'5"8--I 1'4"--I (TYP) A B C D EF T 3 8 N I 11 LI LI a LL G co' 1 T, 10'1"2 1112X4 L K J 11112X4 I" 6'0"4 I- 6'0"4 1 Loading Criteria(psi) I Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria •Maximum Reactions(Ibs),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 /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 360 M' 106 /- /- I- l- /72.2 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 240 M Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 F - - Bearing M is a rigid surface. Des Ld: 55.00 EXP:NA HORZ(TL): 0.002 F - - 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 2014 RES Max TC CSI: 0.204 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.036 A-B 0 0 D-E 0 0 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.034 B-C 0 0 E-F 0 0 C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: C-D 0 0 I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver.15.01.02F1.1028.19 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Additional Notes Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) Truss must be installed as shown with top chord up. M-L 0 0 J-I 0 0 Top chord 4x2 SP#3 The overall height of this truss excluding overhang is L-K 0 0 I-H 0 0 Bot chord 4x2 SP#3 1-8-0. K-J 0 0 Webs 4x2 SP#3 Lumber value set"13B"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Bracing N-M 0 -9 F-H 18 0 Sheathing is required for any longitudinal(drag) A-M 0 -59 H-G 0 -8 forces.All connections to be designed by the building designer. Maximum Gable Forces Per Ply(Ibs) Fasten rated sheathing to one face of this frame. Gables Tens.Comp. Gables Tens. Comp. Plating Notes B-L 0 -151 D-J 0 -143 All plates are 1X3 except as noted. C-K 0 -128 E-I 0 107 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 0.13 5.65 BC 66 0.13 5.65 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray =la, PE No.60839 PE No.58544 PE No.71457 ABCC131 Ply:1 SEQN:179581 T1/SY42 • WestlndiesClo Qty: 1 FROM: DRW: FGE01 Wgt:123.2 Ibs Page 1 of 2 ... / ... 01/25/16 14" I 6'3" I 21'2"8 21$"8 1'4 4'11" 14'11"8 !! I�I-4'2"2 -I--1'9-2-I 151:1.'4 41 1'3"4 (TYP) _ALA B C =3X4 E F G H I J KW L;X4 N 0 P Q R S T I P z /..\I fl 1 10'1"2 AK 7ZZ lllX3 ��>.--'/�� AJ Al AH A AF AE AD AC AB AA Z 1111X3 Y X W V U T 111X3 °3X3 =3X3 W=3X4 111X3 1111X3 111X3 111X3 111X3 111X3 111X3 1111X3 1111X3 r 21'5"8 j I" 21'5"8 I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W a TCDL: 10.00 Speed: NA mph Pf:NA Cc:NA VERT(LL): 0.006 D 999 360 AK"290 /- /- /- /- /33.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.012 D 999 241 T" 143 /- /- /- /- /184 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 AG - - AK Min Brg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL): 0.002 AG - - AG Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings AK&AG are a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.603 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.167 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI:0.100 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber. A-B 1 0 J-K 1 0 I:NA GCpi:NA Plate Type(s): B-C 1 0 K-L 1 0 Wind Duration:NA WAVE ,VIEW Ver.15.01.02F1.1028.19 C-D 14 0 L-M 1 0 Lumber End Vertical Attachment D-E 14 0 M-N 1 0 Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical F-F 1 0 N-O 1 0 Top chord 4x2 SP#2 using(3)qty.10d box or(0.128"x3"min)gun nails,or F-G 1 0 O-P 1 0 p (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire G-H 1 0 P-Q 1 0 Bot chord 4x2 SP#2 staples,through wide face;or(3)qty.16 Gauge,1" H-I 1 0 Q-R 1 0 Webs 4x2 SP#3 Crown(minimum),1-1/2"length wire staples on each I-J 1 0 Lumber value set"13B"uses design values narrow face. approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply(Ibs) Additional Notes Chords Tens.Comp. Chords Tens. Comp. Special Loads See detail STRBRIBR1014 for bracing and bridging ---(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) recommendations. AK-AJ 0 -1 AB-AA 0 -1 TC-From 100 pH at 0.13 to 100 plf at 2.79 AJ-Al 0 -1 AA-Z 0 -1 TC-From 300 pH at 2.79 to 300 plf at 6.13 Truss must be installed as shown with top chord up. AI-AH 279 0 Z-Y 0 1 TC-From 100 pH at 6.13 to 100 plf at 14.13 The overall height of this truss excluding overhang is AH-AG 279 0 Y-X 0 -1 { TC-From 100 pH at 14.13 to 100 plf at 21.33 1-8-0. BC-From 10 plf at 0.00 to 10 plf at 7.46 AG-AF 0 -1 X-W 0 -1 BC-From 10 plf at 7.46 to 10 plf at 21.46 AF-AE-AF-AE 0 1 W-V 0 1 AE-AD 0 -1 V-U 0 -1 Plating Notes AD-AC 0 -1 U-T 0 -1 All plates are 2X4 except as noted. AC-AB 0 1 Purlins Maximum Web Forces Per Ply(Ibs) In lieu of structural panels or rigid ceiling use puffins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: AL-AK 0 -8 D-AG 0 -396 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.25 21.21 A-AK 0 58 AG-E 0 333 BC 120 0.25 21.21 Al-D 0 -402 R-T 0 -51 Apply puffins to any chords above or below fillers D-AH 31 -9 T-S 0 -8 at 24"OC unless shown otherwise above. Maximum Gable Forces Per Ply(Ibs) Gables Tens.Comp. Gables Tens. Comp. B-AJ 6 -99 K-Z 0 -133 C-AI 0 -324 M-Y 0 -133 F-AF 40 26 N-X 0 -133 (,-An 0 -132 n-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 epE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray No.60839 PE No 58544 PE No.71457 ABCC131 Ply:3 SEQN:17396/T10/FLAT WestlndiesCl0 Qty: 1 FROM: DRW: FG05 Wgt:327.6 Ibs ... / ... 01/26/16 1'5"12 2'10"8 4'4"4 57"4 7'0"8 8'4" 9'9"4 11'2"8 12'7"4 14'1" 1 1'5"12 I 1'4"12 1 1'5"12 { 1'3" 1 1'5"4 I 1'3"8 1 1'5"4 1 1'5"4 °1 1'4"12 I 1'5"127 =6X8 =5X7 =4X8 1112X4 1112X4 =4X5 =5X5 885X7 886X8 A W1 B C D E F G H I J W19 I Co MI -,E . - - - I - aim MI low !Im N. Om wm NM Norm _ ■ _ _ - 1113X8 U T S R Q P 0 N M =5X7 =4X8 =4X5 =5X5 5X7 „ =6X8 1113X8 1'1"4 81'5"12 1'4"12 1'9"4 1'5"4 1 5'4 1'5"12 1'S"4 A 11"4°I F 4'0"4 1 5'5" I 7'2"4 I 8'7"8 1 10'0"121 11'6"8 I 1211"1 A I" 1'S,4 A 1'1"4 2'6 8 141 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R Ill /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Cc:NA VERT(LL): 0.157 F 999 240 V 7869 I- I- I- I- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.311 F 543 180 L 7074 /- /- /- I- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.032 A - - V Min Brg Width Req= 2.9 Des Ld: 55.00 EXP:NA - HORZ(TL): 0.064 A - - L Min Brg Width Req= 2.6 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings V&L Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.555 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.772 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.913 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0-2223 F-G 0 -7674 I:NA GCpi:NA Plate Type(s): B-C 0-4574 G-H 0 -7231 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 C-D 0-6327 H-I 0 -5881 Lumber Plating Notes D-E 0-7616 I-J 0 -4142 Value Set:13B(Effective 6/1/2013) All plates are 8X8 except as noted. E-F 0-7676 J-K 0 -1980 Top chord 2x6 SP SS Dense Plates sized for a minimum of 4.00 sq.in./piece. Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x6 SP SS Dense Webs 2x4 SP#3:W1,W20 2x6 SP#2: Purlins Chords Tens.Comp. Chords Tens. Comp. :W2,W4,W6,W17,W19 2x4 SP#2: In lieu of structural panels or rigid ceiling use puffins V-U 37 0 Q-P 7392 0 Lumber value set'13B"uses design values to laterally brace chords as follows: U-T 2778 0 P-0 6222 0 approved 1/30/2013 by ALSC Chord Spacing(in oc) Start(ft) End(ft) T-S 5008 0 O-N 4561 0 TC 24 0.00 14.08 S-R 6647 0 N-M 2489 0 Nailnote BC 120 0.00 14.08 R-Q 7676 0 M-L 33 0 Nail Schedule:0.131"x3",min.nails Apply purtins to any chords above or below fillers Top Chord:2 Rows @ 4.50"o.c.(Each Row) at 24"OC unless shown otherwise above. Bot Chord:1 Row @ 4.00"o.c. The TC of this truss shall be braced with attached Maximum Web Forces Per Ply(Ibs) Webs :1 Row @ 4"o.c. spans at 24"OC in lieu of structural sheathing. Webs Tens.Comp. Webs Tens. Comp. Repeat nailing as each layer is applied.Use equal A-V 0-2518 Q-G 876 -165 spacing between rows and stagger nails in each row Additional Notes A-U 3176 0 G-P 0 -736 to avoid splitting. Truss must be installed as shown with top chord 4"o.c.spacing of nails perpendicular and parallel to p u P U-B 0-2368 P-H 1466 0 grain required in area over bearings greater than 4" The overall height of this truss excluding overhang is B-T 2610 0 H-0 0 -1456 1-8-0. T-C 0-1848 O-I 1918 0 Special Loads C-S 1917 0 I-N 0 -1785 --(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) S-D 0-1365 N-J 2402 0 TC-From 565 plf at 0.00 to 565 plf at 14.08 D-R 1599 0 J-M 0 -2171 BC-From 10 plf at 0.00 to 10 plf at 14.08 R-E 0 -655 M-K 2828 0 TC- 76 lb Conc.Load at 0.23 F-0 204 -331 K-L 0 -2258 TC- 434 lb Conc.Load at 2.06 TC- 361 lb Conc.Load at 2.15 TC- 488 lb Conc.Load at 4.15 TC- 286 lb Conc.Load at 7.67,9.67,11.67,12.94 BC- 487 lb Conc.Load at 2.06,4.15,6.06 BC- 800 lb Conc.Load at 5.67 BC-2081 lb Conc.Load at 7.87 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 ABCC131 Ply:2 SEQN:17402/T43/FLAT ' WestlndiesClo Qty: 1 FROM: DRW: FG03 Wgt:109.2 lbs ... / ... 01/25/16 1'10"11 1 3'7"10 5'4"10 7'5"1 9'2" 1'10"11 1'8"15 I 1'8"15 I 2'0"7 1'8"15 -- 4X5 =-4X5 III X4 =4pX5 III E 4 =4X5 9 _ :90 i c _ _ 0 K II H �GG, . 0 10'1"2 L =4X5 =410 III/X4 =4X5 II12X4 112 4 1'7"3 2'0"7 1'10"11 2'0"7 1'7"3 I- 1'7"3 I 3'7"10 I 5'6"6 I 7'6"13 I 9'2" A Loading Criteria(psi) Wind Criteria Snow Criteria(Pig?,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 Cc:NA VERT(LL): 0.036 D 999 240 L 1117 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.059 D 999 180 G 820 /- /- I- /- I- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.010 A - - L Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.017 A - - G Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing L Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.208 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.182 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.359 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 -608 D-E 0 -753 I:NA GCpi:NA Plate Type(s): B-C 0-1224 E-F 0 -735 Wind Duration:NA WAVE VIEW Ver:15.01.02F1.1028.19 C-D 0-1224 Lumber Purlins Value Set:138(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 SP SS Dense Chord Spacing(in oc) Start(ft) End(ft) L-K 3 0 I-H 753 0 Webs 2x4 SP#3 TC 24 0.00 9.17 K-J 717 0 H-G 2 0 BC 110 0.00 9.17 Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers J-I 789 0 approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Nailnote The TC of this truss shall be braced with attached Maximum Web Forces Per Ply(Ibs) spans at 24"OC in lieu of structural sheathing. Webs Tens.Comp. Webs Tens. Comp. Nail Schedule:0.131"x3",min.nails Top Chord:1 Row @12.00"o.c. Hangers f Ties A-L 0 -531 J-0 541 0 Bot Chord:1 Row @12.00"o.c. Recommended hanger connections are based on A-K 777 0 D-I 0 -322 Webs :1 Row @ 4"o.c. K-B 0 -494 E-H 0 -188 Use equal spacing between rows and stagger nails manufacturer tested capacities and calculations. B-J 631 0 H-F 942 0 in each row to avoid splitting. Conditions may exist that require different C-J 0 -107 F-G 0 -558 connections than indicated.Refer to manufacturer Special Loads publication for additional information. --(Lumber Dur.Fac.=1.001 Plate Dur.Fac.=1.00) Bearing at location x=8'11" uses the following TC-From 100 plf at 0.00 to 100 plf at 9.17 support conditions: BC-From 10 plf at 0.00 to 10 plf at 9.17 Bearing G (811",10'1"2)HTU26-2 BC- 596 lb Conc.Load at 3.83 Supporting Member:(3)2x6 SP SS Dense (20)0.148"x3"nails into supporting Plating Notes member, (14)0.148"x3"nails into supported Plates sized for a minimum of 4.00 sq.in./piece. member. Additional Notes Truss must be installed as shown with top chord up. 0 The overall height of this truss excluding overhang is 1-8-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray MEECEMMal PE No.60839 PE No.58544 PE No.71457 ABCC131 Ply:2 SEAN:17469/T32/FLAT WestlndiesCl0 Qty: 1 FROM: DRW: FG01 Wgt:28.0 lbs Page 2 of 2 ... / ... 01/25/16 Hangers I Ties Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated.Refer to manufacturer publication for additional information. Bearing at location x=0' .y=10'1"2 uses the following support conditions: Bearing D (0',101"2)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. 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 TECHNOLOGY PE No.60839 PE No.58544 PE No.71457 ABCC131 Ply:1 SEAN:180561 T16/SY42 WestlndiesCl0 Oty:4 FROM: DRW: F07 Wgt:33.6 lbs ... / ... 01/25/16 16 228 1 6 a I- I I " 1---1'3"--I (TYP) • III 1X3 w B 3 =33X3 1111pX3 T - so \ iIII bl y f 10'1"2 =3X3 III 1X3 III 1X3 =3X3 H G F E r 5'2"8 i Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pt in PSF) Deft/CSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.011 G 999 360 H 286 /- I- /- I- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.019 G 999 240 E 286 I- /- I- I- I- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.008 B - - H Min Brg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL):0.013 B - - E Min erg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.296 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.148 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.078 A-B 0 0 C-D 0 0 C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: B-C 0 -216 I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver.15.01.02F1.1028.19 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Additional Notes Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) Truss must be installed as shown with top chord up. H-G 215 0 F-E 215 0 Top chord 4x2 SP#2 The overall height of this truss excluding overhang is G-F 216 0 Bot chord 4x2 SP#2 1-8-0. Webs 4x2 SP#3 Maximum Web Forces Per Ply(Ibs) Lumber value set"13B"uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC A-H 19 -47 F-C 64 0 Purlins H-B 0 -323 C-E 0 -323 In lieu of structural panels or rigid ceiling use purlins B-G 64 0 D-E 19 -47 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -0.13 5.08 BC 63 -0.13 5.08 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated.Refer to manufacturer publication for additional information. Bearing at location x=0' uses the following support conditions: Bearing H (0'.10'1"2)HTU26 Supporting Member:(3)2x6 SP SS Dense (20)0.148"x3"nails into supporting member. (11)0.148"x1.5"nails into supported member. (J)Hanger Support Required,by others (J)Hanger Support Required,by others NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No 7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray UEEICCEUCENI PE No.60839 PE No.58544 PE No.71457 ABCC131 Ply:1 SEQN:18050/T36/SY42 WestlndiesClo Qty:7 FROM: DRW: F04 Wgt:40.6 lbs ... / ... 01/25/16 2'10"8 i 3'10"8 1 6'0"4 2'10"8 1' 2'1"12 I3}---—2'6"--{ I—1'11'8—'I 1111X3 =3X3 1111X3 =3X3 A B C D I el � - i 1 10'1"2 1I11X3 =3X3 1111X3 H G F E =3X4 1 6'0"4 'i 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 Cc:NA VERT(LL): 0.021 G 999 360 H 333 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.040 G 999 240 E 317 I- l- I- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.009 B - - H Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.016 B - - E Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor.1.5 Bearing H Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.431 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.277 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.180 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 -300 I:NA GCpi:NA Plate Type(s): B-C 0 -307 Wind Duration:NA WAVE VIEW Ver.15.01.02F1.1028.19 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1!2013) Top chord 4x2 SP#2 H-G 308 0 F-E 0 0 Bot chord 4x2 SP#2 G-F 307 0 Webs 4x2 SP#3 Lumber value set"138"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Purlins I-H 0 -11 C-F 0 -186 In lieu of structural panels or rigid ceiling use purlins A-H 0 -119 F-D 377 0 to laterally brace chords as follows: H-B 0 -362 D-E 0 -313 Chord Spacing(in oc) Start(ft) End(ft) B-G 55 -40 TC 24 0.13 5.90 BC 69 0.13 5.90 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. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. 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 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 iniECENCIMI PE No.60839 PE No.58544 PE No.71457 ABCC131 Ply:1 SEON:18046!T26/SY42 WestlndiesCl0 City: 8 FROM: DRW: F02 Wgt:72.8 Ibs ... I ... 01/25/16 5'4"8 7'2"8 12'7" -I ' 5'4"8 I 1'10" I 5'4"8 F'}- 2'6" I 2'6"12--I I--2'6"12-- (TYP) III1?C3 =y4 III X3 III 13(3 =y4 IIIdX3 IL. L J/� „ r, .. G I io =3X4 =3X4 =4X5 J I H4X5 I- 127 A Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.094 C 999 360 K 680 /- /- I- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.186 C 780 240 H 680 /- I- /- I- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL•): 0.022 B - - K Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.044 B - - H Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor.1.5 Bearings K&H Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.569 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.597 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.297 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)110(0) Mfg Specified Camber: A-B 1 0 D-E 0 -1290 I:NA GCpi:NA Plate Type(s): B-C 0-1290 E-F 1 0 Wind Duration:NA WAVE VIEW Ver.15.01.02F1.1028.19 C-D 0-1298 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 Bot chord 4x2 SP#2 K-J 881 0 I-H 881 0 Webs4x2SP#3 J-I 1298 0 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. Purlins In lieu of structural panels or rigid ceiling use purlins L-K 0 -10 D-I 0 -214 to laterally brace chords as follows: A-K 0 -104 I-E 540 0 Chord Spacing(in oc) Start(ft) End(ft) K-B 0-1036 E-H 0 -1036 TC 24 0.13 12.21 B-J 540 0 F-H 0 -104 BC 120 0.13 12.21 J-C 0 -214 H-G 0 -10 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 +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 1-8-0. 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. 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