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1711 Maritime Oak Dr - SFR New Home • ` CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J¢ ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 �� \J131� SINGLE FAMILY DWELLING NEW MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247 -5814 JOB INFORMATION: Job ID: 16 -SFR -110 Job Type: SINGLE FAMILY RESIDENCE Description: NEW HOME Estimated Value: $500,000.00 Issue Date: 2/10/2016 Expiration Date: 8/8/2016 PROPERTY ADDRESS: Address: 1711 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: 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 I � cutime-tritAFINvivisysszy 1 $nr76 CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA 111 II. DING ('ODI'. s zz CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J V, ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 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 # 2015289677, OR BK 17405 Page 807, Number Pages: 2, Recorded 12/21/2015 at 01:47 PM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $18.50 DEED DOC ST $1429.40 Prepared by and retum to OFFICE COPY Atlantic Beach Partners, LLC 414 Old Hard Road, Suite 502 Fleming Island, Florida 32003 SPECIAL WARRANTY DEED THIS SPECIAL WARRANTY DEED made as of the /0 day ofil0eVat 2015, by ATLANTIC BEACH PARTNERS, LLC, a Florida limited liability company, whose address is 414 Old Hard Road, Suite 502, Fleming Island, FL 32003 (hereinafter called "Grantor ") and RIVERSIDE HOMES OF NORTH FLORIDA, INC., a Florida corporation, whose address is 414 Old Hard Road, Suite 502, Fleming Island, Florida 32003 (hereinafter called "Grantee "). WITNESSETH: That Grantor, for and in consideration of the sum of Ten and no /100 Dollars ($10.00) and other valuable consideration, the receipt whereof is hereby acknowledged, by these presents does hereby grant, bargain, sell, alien, remise, release, convey and confirm unto Grantee, its legal representatives and assigns, all that certain real property situate in Duval County, Florida, described as follows: Lot 94, Atlantic Beach Country Club, Unit 2, a subdivision according to the plat thereof recorded in Plat Book 67 pages 132, 133, 134, 135, 136 & 137, in public records of Duval County, Florida (the "Property") Parcel Identification Number: Lot # 94 RE #169505 - 1765 TOGETHER WITH all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD, the same in fee simple forever. And Grantor hereby covenants with Grantee that except as set forth below at the time of the delivery of this deed, the Property was free from all encumbrances made by Grantor; and that Grantor will warrant and defend the same against the lawful claims of all persons claiming by, through or under Grantor, but against none other. By acceptance and recording of this deed, Grantee, for itself and its successors and assigns, agrees to join in and support and to execute all documents and papers necessary to accomplish the annexation of the Property conveyed hereby into the City of Atlantic Beach, Florida. Grantee acknowledges that the foregoing agreement is a condition of this conveyance by Grantor and shall run with the title to the Property. JAX_ACTIVE 3453587.3 OR BK 17405 PAGE 808 OFFICE COPY This conveyance is subject to covenants, easements and restrictions of record and to ad valorem taxes levied or which may become a lien subsequent to December 31 of the calendar year next preceding the date hereof. IN WITNESS WHEREOF, this deed has been executed as of the date first above written. Signed, sealed and delivered GRANTOR: in hee of: / / Iati.!]i.ti, .2 (.l .LJ ATLANTIC BEACH PARTNERS, LLC, Print Name: Marianne Wells a Florida limited liability company 111 X1 i Ail— By: The Wood Development Company of Print Name: S. ndra Spencer Jacksonville, its Managing Member By: Name: san D. W od Title: Vice President STATE OF FLORIDA } }SS COUNTY OF DUVAL } The foregoing instrument was acknowledged before me this [(1 day of 1 4 0 A6d, 2015, by Susan D. Wood as Vice President of The Wood Development Company of Jacksonville, a Florida corporation, the Managing Member of Atlantic Beach Partners, LLC, a Florida limited liability company, on behalf of the company. • j/, 4 (Print Name Sandra Spencer) NOTARY PUBLIC State of Florida at Larlte Commission # r p7 My Commission Expires: c , • 4 • f Personally known XX �111111 `` p,NpRA Sp ii� * • _ #FF ICI thm :Ak- � S AE C), ∎ `� llllitlll JAX_ACTIVE 3453587.3 2 Doc # 2015289679, OR BK 17405 Page 813, Number Pages: 2, Recorded 12/21/2015 at 01:47 PM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $18.50 4f-/G Prepared by and return to: Pe / Brent R. Newton, Esquire Newton & Newton, P.A. 10192 San Jose Blvd. Jacksonville, FL 32257 File No. 15 -0856 OFFICE C Permit Number: COPY 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 94, ATLANTIC BEACH COUNTRY CLUB UNIT TWO, according to plat thereof as recorded in Plat Book 67, Pages 132 and 137, of the public records of Duval County, Florida. Street address:1111 Maritime Oak Drive, Atlantic Beach, Florida 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 Blvd., 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 Blvd., 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: Branch Banking and Trust Company Commercial Real Estate 200 West Forsyth Street, 5th Floor Jacksonville, FL 32202 b. Lender's phone number: 904 - 361 -5240 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) (a)(7)., Florida Statutes. b. Phone numbers of designated persons: 8. a. In addition to himself, Owner designates Nicole Reardon of Branch Banking and Trust Company, 200 West Forsyth Street, 5th Floor, Jacksonville, FL 32202, to receive a copy of the Lienor's Notice as provided in Section 713.13(1Xb), Florida Statutes. b. Phone number of person or entity designated by Owner: 904 - 361 -5272 9. Expiration date of Notice of Commencement (the expiration date is 1 year from date of recording unless a different date is specified): OR BK 17405 PAGE 819 QFF1C� COpy WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. .IDE ' • I ' OF NO . FLORIDA, INC. ' g opher '' ood V ice President POST A COPY OF RECORDED NOTICE AT JOB SITE. The foregoing instrument was acknowledged before me December q( , 2015 by Christopher B. Wood, Vice President of Riverside Homes of North Florida, Inc., who is personally known to me. Notary 'ublic My Commission Expires: (o (d.ri (l 71 ri3O„ COMMISSI ON Tx' N f.: MY COMIION 2 FF 127457 V At EXPIRES: June 2018 4,10,4, Bo , - d MN Maly Pubic 0 0 0 CL : ; P. 0 \ CI) L1.1 . A )/ } \ fi a. \ ) - $ _ ® 7 0 � /E \ \ \ }} } \ k 2 E , - / _ { f { z . f �) \ / )/ - \\ i \ i / ■ C) )_ �) . - . v ! ¥§ - a »,i \\ k {_ 1 Uri I ! L ) \ 2 ) \k g O R (!E \ k / % P4' 4 8 ly § - k » {f _ - ) Lk Al \ / {k / \ ) a ( \ ; Q! « , ij{ ! 7 \ \� \� : \ , ∎ zt0, z -g E \ II • .) 2 aa ) \ g - § IT, 2 ! zzz ; )z zz -z zzzzz z z zz zz zmz 0 / # %!ƒƒ § �z`7 G '�`$f § \ 7( {\ {$ F , ! e ) \ i4 \/)) re ( - § S !�; �1 , %; ;,;! ; § - ! ;� _!\( } ! ? k� ]§ |)$ z <! § / 2 E R! $,)� (|||J,R =E: ) . 2 ` . i ,!! = §f | # \ } / } \ \\ \ \ \/ \ \ / / j \ \\\ \ \ / \\} \ s< \\ \ « f\§ § / /} /] FORM R405 -2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: RIVER2313 Builder Name: Riverside Homes Street: Permit Office: City of Atlantic Beach City, State, Zip: Atlantic Beach , FL , Permit Number: Owner: O'Conor Residence Jurisdiction: 26100 Design Location: FL, Jacksonville 1. New construction or existing New (From Plans) 9. Wall Types (2380.0 sqft.) Insulation Area 2. Single family or multiple family Single- family a. Frame Wood, Exterior R =19.0 2090.00 ft b. Frame - Wood, Adjacent R =13.0 265.00 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R =19.0 25.00 ft 4. Number of Bedrooms 3 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (2371.0 sqft.) Insulation Area a. Roof Deck (Unvented) R =22.0 2313.00 ft' 6. Conditioned floor area above grade (ft') 2313 b. Knee Wall (Unvented) R =0.1 58.00 ft' Conditioned floor area below grade (ft 0 c. N/A R= ft 11. Ducts R ft' 7. Windows(429.0 sqft.) Description Area a. Sup: Main, Ret: Main, AH: Main 6 462.6 a. U- Factor: Dbl, U =0.35 429.00 ft' SHGC: SHGC =0.22 b. U-Factor N/A ft' 12. Cooling systems kBtu /hr Efficiency SHGC: a. Central Unit 36.0 SEER:14.00 c. U- Factor: N/A ft' SHGC: 13. Heating systems kBtu /hr Efficiency d. U- Factor: N/A ft a. Electric Heat Pump 36.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 8.944 ft. Area Weighted Average SHGC: 0.220 14. Hot water systems a. Natural Gas Tankless Cap: 1 gallons 8. Floor Types (2313.0 sqft.) Insulation Area EF: 0.820 a. Slab -On -Grade Edge Insulation R =0.0 2313.00 ft' b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Total Proposed Modified Loads: 55.72 PASS Glass /Floor Area: 0.185 Total Baseline Loads: 61.26 I hereby certify that the plans and specifications covered by Review of the plans and ....** Sr FJ this calculation are in compliance with the o iqa Ener specifications covered by this 'v ` -• s .: %-. D a s R. Sticki sig oy Douglas R. , .i. ; 4' •'• Code. Suckles s calculation indicates compliance co F y ,t `'. l_es_ DN: cn= Douglas R. Stickles, with the Florida Energy Code. ti +r„r ' ��„ � O • PREPARED BStic _ _ c= us,o= A/C Masters HVAC,Inc. Before construction is completed a ,=.,,, ` --.v .4 DATE: Date: 2015.12.281338:13 - 05'00' this building will be inspected for ; 0 , : a compliance with Section 553.908 * ' p / tr I hereby certify that this building, as designed, is in compliance Florida Statutes . '` : C ' with the Florida Ene • C.: / , OWNER A�C� , �� f ' - � BUILDING OFFICIAL: /24 ? • DATE - DATE: aY3 //C• - 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. - F1 COPY 12/9/2015 11:40 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405 -2014 PROJECT Title: RIVER2313 Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 2313 Lot # 94 Owner: O'Conor Residence Total Stories: 1 Block/SubDivision: Atlantic Bch CC # of Units: 1 Worst Case: No PlatBook: Builder Name: Riverside Homes Rotate Angle: 135 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 Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Jacksonville FL_ JACKSONVILLE_INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Block1 2313 23130 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfiIID Finished Cooled Heated 1 Main 2313 23130 Yes 4 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R -Value Area Tile Wood Carpet _ 1 Slab -On -Grade Edge Insulatio Main 238 ft 0 2313 ft' ____ 0.75 0 0.25 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 2587 ft' 0 ft' Light 0.8 No 0.9 No 22 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Unvented 0 2313 ft' N N CEILING V - # Ceiling Type Space R -Value Area Framing Frac Truss Type 1 Under Attic (Unvented) Main 0.1000000014901 2313 ft' 0.11 Wood 2 Knee Wall (Unvented) Main 0.1000000014901 58 ft' 0.11 Wood 12/9/2015 11:40 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405 -2014 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below # Ornt To Wall TypP Space R -Value Ft In Ft In Area R -Value Fraction Ab'or Grade% 1 N = >SE Exterior Frame - Wood Main 19 18 10 180.0 ft 0.23 0.75 0 2 E = >SW Exterior Frame - Wood Main 19 15 6 10 155.0 ft 0.23 0.75 0 3 N = >SE Exterior Frame - Wood Main 19 4 9 10 47.5 ft 0.23 0.75 0 4 NE = >S Exterior Frame - Wood Main 19 4 9 10 47.5 ft 0.23 0.75 0 5 E = >SW Exterior Frame - Wood Main 19 4 9 10 47.5 ft 0.23 0.75 0 6 N = >SE Exterior Frame - Wood Main 19 18 9 10 187.5 ft 0.23 0.75 0 7 E = >SW Exterior Frame - Wood Main 19 32 9 10 327.5 ft 0.23 0.75 0 8 SE = >W Exterior Frame - Wood Main 19 3 3 10 32.5 ft 0.23 0.75 0 9 S = >NW Exterior Frame - Wood Main 19 6 6 10 65.0 ft 0.23 0.75 0 10 SW = >N Exterior Frame - Wood Main 19 3 6 10 35.0 ft 0.23 0.75 0 11 S = >NW Exterior Frame - Wood Main 19 5 6 10 55.0 ft 0.23 0.75 0 12 SE = >W Exterior Frame - Wood Main 19 3 6 10 35.0 ft 0.23 0.75 0 13 S = >NW Exterior Frame - Wood Main 19 2 3 10 22.5 ft 0.23 0.75 0 14 E = >SW Exterior Frame - Wood Main 19 12 9 10 127.5 ft 0.23 0.75 0 15 S = >NW Garage Frame - Wood Main 13 26 6 10 265.0 ft 0.23 0.01 0 _16 S = >NW Garage Frame - Wood Main 19 2 6 10 25.0 ft 0.23 0.01 0 17 W = >NE Exterior Frame - Wood Main 19 12 9 10 127.5 ft 0.23 0.75 0 18 S = >NW Exterior Frame - Wood Main 19 1 10 10.0 ft 0.23 0.75 0 19 W = >NE Exterior Frame - Wood Main 19 58 9 10 587.5 ft 0.23 0.75 0 DOORS V # Ornt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 S = >NW Insulated Main None .46 3 8 24 ft 2 S = >NW Insulated Main None .46 3 8 24 ft WINDOWS Orientation shown is the entered orientation ( = >) changed to As Built (rotated 135 degrees). Wall Overhang V # Ornt ID Frame Panes NFRC U- Factor SHGC Area Depth Separation Int Shade Screening 1 N = >SE 1 Vinyl Low -E Double Yes 0.35 0.22 45.0 ft 2 ft 4 in 1 ft 0 in Drapes /blinds None 2 N = >SE 3 Vinyl Low -E Double Yes 0.35 0.22 19.3 ft 5 ft 5 in 1 ft 0 in Drapes /blinds None 3 NE = >S 4 Vinyl Low -E Double Yes 0.35 0.22 19.3 ft 10 ft 7 in 1 ft 0 in Drapes /blinds None 4 E = >SW 5 Vinyl Low -E Double Yes 0.35 0.22 19.3 ft 21 ft 0 in 1 ft 0 in Drapes /blinds None 5 N = >SE 6 Vinyl Low -E Double Yes 0.35 0.22 128.0 ft 14 ft 1 in 1 ft 0 in Drapes /blinds None 6 E = >SW 7 Vinyl Low -E Double Yes 0.35 0.22 49.5 ft 2 ft 4 in 1 ft 0 in Drapes /blinds None 7 SE = >W 8 Vinyl Low -E Double Yes 0.35 0.22 13.8 ft 3 ft 10 in 1 ft 0 in Drapes /blinds None 8 S = >NW 9 Vinyl Low -E Double Yes 0.35 0.22 27.5 ft 10 ft 1 in 1 ft 0 in Drapes /blinds None 9 SW = >N 10 Vinyl Low -E Double Yes 0.35 0.22 13.8 ft 15 ft 0 in 1 ft 0 in Drapes /blinds None 10 S = >NW 11 Vinyl Low -E Double Yes 0.35 0.22 16.0 ft 12 ft 10 in 1 ft 0 in Drapes /blinds None 11 SE = >W 12 Vinyl Low -E Double Yes 0.35 0.22 13.8 ft 15 ft 4 in 1 ft 0 in Drapes /blinds None 12 E = >SW 14 Vinyl Low -E Double Yes 0.35 0.22 8.0 ft 2 ft 4 in 1 ft 0 in Drapes /blinds None 13 W = >NE 17 Vinyl Low -E Double Yes 0.35 0.22 16.5 ft 2 ft 4 in 1 ft 0 in Drapes /blinds None 14 W = >NE 19 Vinyl Low -E Double Yes 0.35 0.22 8.0 ft 2 ft 4 in 1 ft 0 in Drapes /blinds None 12/9/2015 11:40 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 135 degrees). / Wall Overhang V # Ornt ID Frame Panes NFRC U Factor SHGC Area Depth Separation Int Shade Screening 15 W = >NE 19 Vinyl Low - Double Yes 0.35 0.22 16.5 ft 2 ft 4 in 1 ft 0 in Drapes /blinds None 16 W = >NE 19 Vinyl Low -E Double Yes 0.35 0.22 15.0 ft 2 ft 4 in 1 ft 0 in Drapes /blinds None GARAGE V # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 558.999984 ft 384 ft 72.8 ft 10 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse ProposedACH(50) .000318 1927.5 105.82 199 .2446 5 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:8.2 36 kBtu /hr 1 sys #1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit split SEER: 14 36 kBtu /hr 1080 cfm 0.75 1 sys #1 HOT WATER SYSTEM # 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 V FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft' DUCTS V - - -- Supply - - -- Retum - Air CFM 25 CFM25 HVAC # # Location R -Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Main 6 462.6 ft Main 115.65 Default Leakage Main (Default) (Default) 1 1 12/9/2015 11:40 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405 -2014 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Jan ' Feb Mar ' Apr I I Ma n Jun n Jul n Au [ Se " " Oct Nov " Dec Heating " " X Jan X Feb Mar Apr May Jun Jul Au[ ] Sep Oct Nov X Dec Ventin Jan " Feb X Mar X. A r May Jun Jul Aug [) Sep X Oct X Nov : Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 12/9/2015 11:40 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405 -2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: I Atlantic Beach Permit Number: I FL , 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 L /s /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)AII 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 L /min) 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. 12/9/2015 11:40 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Corn 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 1 /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. 12/9/2015 11:40 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 Provision 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. • 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. 12/9/2015 11:40 AM EnergyGauge8 USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405 -2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 91 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 2090.00 ft b. Frame - Wood, Adjacent R =13.0 265.00 ft 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R =19.0 25.00 ft 4. Number of Bedrooms 3 d. N/A R= ft 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Roof Deck (Unvented) R =22.0 2313.00 ft 6. Conditioned floor area (ft 2313 b. Knee Wall (Unvented) R =0.1 58.00 ft c. N/A R= ft 7. Windows" Description Area 11. Ducts R ft a. U- Factor: Dbl, U =0.35 429.00 ft a. Sup: Main, Ret: Main, AH: Main 6 462.6 SHGC: SHGC =0.22 b. U- Factor: N/A ft SHGC: 12. Cooling systems kBtu /hr Efficiency c. U-Factor N/A ft2 a. Central Unit 36.0 SEER:14.00 SHGC: d. U Factor: N/A ft2 13. Heating systems kBtu /hr Efficiency SHGC: a. Electric Heat Pump 36.0 HSPF:8.20 Area Weighted Average Overhang Depth: 8.944 ft. Area Weighted Average SHGC: 0.220 8. Floor Types Insulation Area 14. Hot water systems yp 2 a. Natural Gas Cap: 1 gallons a. Slab-On-Grade Edge Insulation R =0.0 2313.00 ft EF: 0.82 b. N/A R= ft2 b. Conservation features c. N/A R ft2 None 15. Credits Pstat I certify that this home has c• • p '-d ith t e Florida Energy Efficiency Code for Building -4_e. st Construction through the " • • • en- rgy sa ing features which will be installed (or exceeded) ,,,*�4 A��p'`: in this home before fin" • 'ecti• . Othe ise, a -w EPL Display Card will be completed : _ v ? . ,, ° x 4'�, based on installed Cg • m •p' atur • F "" _ 4 " " , ti i Builder Signature Date: ` %�-1 S. . j m � . ._e a * .�i%. �� Address of New ' • e: Co Time 0+-K Dr ,City /FL Zi c�, '1"' - / . c - � r 3 -.::)--1_3 wE. *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. 12/9/2015 11:40 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405 -2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: RIVER2313 Builder Name: Riverside Homes Street: Permit Office: City of Atlantic Beach City, State, Zip: Atlantic Beach , FL , Permit Number: Owner: O'Conor 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. v ,� (� /j, Exposed earth in unvented crawl spaces shall be covered with a Class I t /"� 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 (/ 12/9/2015 11:41 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 Manual S Compliance Report Job: RIVER2313 p p Date: 12/24/15 41 /411Th (0011114 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: 23757 Btuh Entering coil DB: 77.5 °F Outdoor design WB: 77.0 °F Latent gain: 5454 Btuh Entering coil WB: 63.8 °F Indoor design DB: 75.0 °F Total gain: 29211 Btuh Indoor RH: 50% Estimated airflow: 1100 cfm Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0360000A +FB4CNP036L Actual airflow: 1100 cfm Sensible capacity: 22820 Btuh 96% of load Latent capacity: 7320 Btuh 134% of Toad Total capacity: 30140 Btuh 103% of load SHR: 76% Heating Equipment Design Conditions Outdoor design DB: 32.0 °F Heat loss: 34888 Btuh Entering coil DB: 68.7 °F Indoor design DB: 70.0 °F Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0360000A +FB4CNP036L Actual airflow: 1100 cfm Output capacity: 33000 Btuh 95% of load Capacity balance: 34 °F Supplemental heat required: 1888 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1100 cfm Output capacity: 10.6 kW 104% of load Temp. rise: 50 °F The above equipment was selected in accordance with ACCA Manual S. 2015 - Dec -24 10:36:02 wr'ightsoft' Comfort Builder by Wrightsoft 15.0.22 RSU13256 Page 1 ACCA ...ide Homes \ATLANTIC BEACH CC \ABCC94(0'Conor).rup Calc = MJ8 Front Door faces: NW / Project Summary Job: RIVER2313 Y Date: 12/24/15 : ( y (MING 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 Notes: Lot 94, Atlantic Beach Country Club O'Conor Residence Desi • n Information Weather: Jacksonville, Int'I 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 /Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 27180 Btuh Structure 14665 Btuh Ducts 7709 Btuh Ducts 9092 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 34888 Btuh Use manufacturer's data y Rate /swing multiplier 1.00 Infiltration Equipment sensible load 23757 Btuh Method Detailed Latent Cooling Equipment Load Sizing Shielding 3 (partial) Stories 1 Structure 3100 Btuh Ducts 2354 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ft 2313 2313 Equipment latent Toad 5454 Btuh Volume (ft') 23130 23130 Air changes /hour 0 0 Equipment total load 29211 Btuh Equiv. AVF (cfm) 0 0 Req. total capacity at 0.70 SHR 2.8 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NB0360000A Cond CH14NB0360000A AHRI ref 8068612 Coil FB4CNP036L AHRI ref 8068612 Efficiency 8.2 HSPF Efficiency 11.7 EER, 14 SEER Heating input Sensible cooling 23100 Btuh Heating output 33800 Btuh @ 47 °F Latent cooling 9900 Btuh Temperature rise 28 °F Total cooling 33000 Btuh Actual air flow 1100 cfm Actual air flow 1100 cfm Airflow factor 0.032 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 0.81 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015- Dec -24 10:36:02 �..�;_ wrightsot Comfort Builder by Wrightsoft 15.0.22 RSU13256 Page 1 ACCP....ide Homes \ATLANTIC BEACH CC \ABCC94(O'Conor).rup Calc = MJ8 Front Door faces: NW ► 1 ► RI ht-J® Worksheet Job: RIVER2313 g Date: 12/24/15 ! RUING � :ootinu 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 1 Room name Entire House Whole House 2 Exposed wall 238.0 ft 238.0 ft 3 Room height 10.0 ft 10.0 ft heat/cool 4 Room dimensions 2313.0 x 1.0 ft 5 Room area 2313.0 ft' 2313.0 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 VV 12E -Osw 0.068 n 2.58 1.46 35 21 54 31 35 21 54 31 1 G 3A -2ov 0.350 n 13.30 9.78 14 0 186 137 14 0 186 137 . W 12E -Osw 0,068 ne 2.58 1.46 715 659 1703 963 715 659 1703 963 I--G 3A -2ov 0.350 ne 13.30 10.89 56 0 745 610 56 0 745 610 11 W 12E -Osw 0.068 se 1.36 1.46 415 223 303 326 415 223 303 326 3A -2ov 0.350 se 7.00 5.96 192 224 1344 1145 192 112 1344 1145 W _ 12E -Osw 0.068 s 2.58 1.46 48 29 75 42 48 29 75 42 I----G 3A -2ov 0.350 s 13.30 1.78 19 38 253 34 19 19 253 34 W___ 12E -Osw 0.068 sw 2.58 1.46 656 579 1496 846 656 579 1496 846 ( 3A -2ov 0.350 sw 13.30 5.96 77 90 1024 459 77 45 1024 459 W 12E -Osw 0.068 w 2.58 1.46 68 40 103 58 68 40 103 58 I� 3A -2ov 0.350 w 13.30 13.71 28 11 372 384 28 6 372 384 W 12E -Osw 0.068 nw 2.58 1.46 153 85 220 124 153 85 220 124 -G 3A -2ov 0.350 nw 13.30 10.89 44 0 585 479 44 0 585 479 D 11J0 0.600 nw 22.80 18.36 24 24 547 441 24 24 547 441 R 126-Osw 0.097 - 3.69 1.73 290 266 980 459 290 266 980 459 D 11J0 0.600 n 22.80 18.36 24 24 547 441 24 24 547 441 P 16B -Oad 0.408 - 15.50 22.07 58 58 899 1280 58 58 899 1280 C 16X19 -0ad 0.408 n 2.15 1.59 2313 2313 4977 3677 2313 2313 4977 3677 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 2313 209 10765 0 2313 209 10765 0 6 c)AED excursion 1037 1037 Envelope loss /gain 27180 12975 27180 12975 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 3 690 3 690 Appliances /other 1000 1000 Subtotal (lines 6 to 13) 27180 14665 27180 14665 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 27180 14665 27180 14665 15 Duct loads 28% 62% 7709 9092 28% 62% 7709 9092 Total room load 34888 23757 34888 23757 Air required (cfm) 1100 1100 1100 1100 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015- Dec -24 10:36:02 wrightsoft' Comfort Builder by Wrightsoft 15.0.22 RSU13256 Page 1 ACC.P` ...ide Homes \ATLANTIC BEACH CC \ABCC94(O'Conor).rup Calc = MJ8 Front Door faces: NW Building Analysis Job: R13 (1 9 y Date: 12/24/15 /24/15 • MATING ' COOLING 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, Int'I 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 /Ib) 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 /ftZ Btuh % of load Walls 3.0 5834 16.7 Wall_ Ducts Glazing 10.5 4509 12.9 Doors 22.8 1094 3.1 Ceilings 2.2 4977 14.3 Floors 4.7 10765 30.9 Infiltration 0 0 0 Ducts 7709 22.1 Do °� Piping 0 0 Humidification 0 0 Floors Ventilation 0 0 " " Adjustments 0 Total 34888 100.0 Coolin• Component Btuh/ft Btuh % of Toad Internal Gans Walls 2.1 4131 17.4 W.O. Glazing 10.0 4285 18.0 Doors 18.4 881 3.7 Ceilings 1.6 3677 15.5 Floors 0 0 0 Infiltration 0 0 0 t. Ducts 9092 38.3' Ventilation 0 0 Internal gains 1690 7.1 Blower 0 0 Adjustments 0 Doors Total 23757 100.0 GebnYs Latent Cooling Load = 5454 Btuh Overall U -value = 0.222 Btuh/ft Data entries checked. 2015- Dec -24 10:36:03 4 1 - Wrightsoft Comfort Builder by Wrightsoft 15.0.22 RSU13256 Page 1 ACCP....ide Homes \ATLANTIC BEACH CC \ABCC94(O'Conor).rup Calc = MJ8 Front Door faces: NW e NOTES Lams 79,G1009975 ARE N Mx KID SIZES REFE1, vr-05 "OR ear ate. = . 0 r -x It Winn ema 7 35 RAU., 7 9 51 772959.9.5 Ir. GM1nnE .<.r ^ ..0o .4790.19.0,7. NG ill I 00 DI ;I j ; 1 N, I 0 L FAMILY LANA: ROOM ° • JJI PO R T CH ��I 1. _ ,,. . —•aa� ' ' Iii REVISIONS inn i _ ix( . iim_ a » ilt Illrly , CAFE . -- ^; f1� M1 t 'ort r !. P �- ... ro 1 o , ill� , �, � __� ! s » RIVERSIDE .LII1 I TC iEN 4 ` � • II "' - l-II� ! !; - _�.� w t i HOMES J it ! � O ,�j N 5.� d r�F� 7 2l,_ ,,,. � 1 �,� .,. GARAGE e with Con/ -� rr � . �- 4 i �a'x ,twa � - n I� 1Tit �er� s �, w.. II � 9 t JEM 7 ' d 6E a I . - t - w : r :.2 FI.AmvIlland ILA. 120111 Lot 94 — .I - 44 t i P d ,� ' l i Atlantic Beach O L O 11 , 1 I — '� it 11 .- 0 � s - _ Count Club , ,,, - E - O'Conor Residence r 'f� S?` .•� .,. ,r .. M .,.��.. w Floor Plan Duel Sued per AWL. SlanionD rivff FLOOR PLAN ,--,.., t.., ,,• ow Al . , «.v.. WV EnEm NOTE r 1 ,nezos. C•un » o... 8 C MELHANGAL EQUIPMENT NOTES: 4 •• ! Ew swul DE.a. zo I m..., ...72E. �`• z r u ....1 a, s.E�Lrm,COPErwswrorx aim m cE ,59 ALM, < 0 1..u0e:A.a uEne xM PMCA. m TOM rovao !MO fE V0 oennce BONG Al `E . wvnw / er�� NMI mann Crll Q 7. ® © M +v�.wn.a WN < 56971 1fi aTO 1 e ma °n1 O. MOM 1y' ,, w DO NOT WRITE BELOW - OFFICE USE ONLY Applicable Codes: 2010 FLORIDA BUILDING CODE Review Result (circle one): Approve Disapproved Approved w/ Conditions Review Initials/Date: /79-- ! - �� V/6 Development Size U OFFICE COPY Habitable Space2 3/ 3 SP: Non - Habitable /c' /7 S,P Impervious area Miscellaneous Information Occupancy Group 0- 3 Type of Construction V 0 Number of Stories Zoning District Cc h h' y Cite Max. Occupancy Load Fire Sprinklers Required Flood Zone Conditions /Comments: Riverside Homes Site Information Atlantic Beach Country Club 94 Duval Structural Engineer of Record Derek B. Murray PE No. 71457 f tifilVS\ 4745 Sutton Park Court, Suite 402 APE)( 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 TCLL 40 psf 130 MPH (3 second gust) \ASCE 7 -10 TCDL 07 psf TCDL 10 psf Enclosed Structure (0.18) BCLL 10 psf BCLL 00 psf Exposure C BCDL 05 psf BCDL 05 psf Occupancy Category II (Res) FBC2014 Residential /TPI -2007 Design Program: ITW VIEW v1.00.00 This Package inlcudes 41 truss designs with individual date of design NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE NO JOB ID I TRS ID DATE ' 1 ABCC94 GE01 12/18/2015 31 ABCC94 T13 12/18/2015 2 ABCC94 0E02 12/18/2015 32 ABCC94 T14 12/18/2015 3 ABCC94 HJO1 12/18/2015 33 ABCC94 T15 12/18/2015 4 ABCC94 HJO1A 12/18/2015 34 ABCC94 T16 12/18/2015 5 ABCC94 HJ02 12/18/2015 35 ABCC94 T17 12/18/2015 6 ABCC94 J01 12/18/2015 36 ABCC94 T18 12/18/2015 7 ABCC94 JO1A 12/18/2015 37 ABCC94 T19 12/18/2015 8 ABCC94 J02 12/18/2015 38 ABCC94 VO1 12/18/2015 9 ABCC94 JO2A 12/18/2015 39 ABCC94 V02 12/18/2015 10 ABCC94 103 12/18/2015 40 ABCC94 V03 12/18/2015 11 ABCC94 JO3A 12/18/2015 41 ABCC94 VO4 12/18/2015 12 ABCC94 J04 12/18/2015 13 ABCC94 JO4A 12/18/2015 14 ABCC94 J05 12/18/2015 15 ABCC94 J05A 12/18/2015 16 ABCC94 J06 12/18/2015 17 ABCC94 JO6A 12/18/2015 18 ABCC94 PB01 12/18/2015 19 ABCC94 T01 12/18/2015 20 ABCC94 T02 12/18/2015 21 ABCC94 T03 12/18/2015 22 ABCC94 T04 12/18/2015 23 ABCC94 T05 12/18/2015 24 ABCC94 T06 12/18/2015 F LLE copy :, 25 ABCC94 T07 12/18/2015 26 ABCC94 T08 12/18/2015 27 ABCC94 T09 12/18/2015 \\ c _. .. C5 28 ABCC94 T10 12/18/2015 ` 1 29 ABCC94 T11 12/18/2015 30 ABCC94 T12 12/18/2015 ,,, i1111111 � � / Nri■ - i�♦ K B M U • • i i i Apex Technology . EN •• -1 l.d :, Apex Technoloi is a ficticious name owned by Jax Apex Technology, Inc., a Florida Corporation. Florida Engineer Business No. 7547 - 474 • • 145 ^' 1:. Sutton Park Court, Suite 402 Jacksonville, FL 32224 (904) 821 -5200 V ] L ' W The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed ague • WI and attached. The suitability and use of each drawing for any particualr building is the responsibility of the Building Designer, per ANSI/T:11- 2002 Section 2 •• • With my seal affixed to this sheet, I hereby certify that this serves as an index sheet in conformance with Rule 61G15- 23.002(2) and 61Grt 1 • •. ST . E • 41: 31.003 of the Florida Board of Professional Engineers r, • •• A. 12/11,01€12 4 r rr e. ss I \ ` ♦♦ .11, 6 1 1 1. V.,"-- Job # ABCC94 BEARING INFORMATION WOODTRUSS QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 1 44'07 "00 GE01 GABL 4.00/12 Pitch 1 -Ply 1 885.91 256.00 2 1458.23 411.00 3 633.48 193.00 1 44'07 "00 GE02 GABL 4.00/12 Pitch 1 -Ply 1 588.38 162.00 2 1943.67 546.00 3 550.08 152.00 2 09'09 "05 HJ01 HIP_JACK 2.83/12 Pitch 1 -PIy 1 332.33 86.00 2 337.31 73.00 3 87.47 41.00 2 09'09 "05 HJ01A HIP_JACK 2.83/12 Pitch 1 -PIy 1 320.30 89.00 2 334.88 74.00 3 87.80 41.00 2 05'06 "06 HJ02 JACK 2.83/12 Pitch 1 -PIy 1 256.34 85.00 2 78.23 0.00 3 192.06 94.00 4 01'00 "00 J01 JACK 4.00/12 Pitch 1 -PIy 1 32.38 4.00 2 13.80 0.00 3 27.59 18.00 4 01'00 "00 JO1A JACK 4.00/12 Pitch 1 -PIy 1 42.01 4.00 2 8.84 0.00 3 25.49 18.00 4 03'00 "00 J02 JACK 4.00/12 Pitch 1 -Ply 1 97.14 21.00 2 42.43 0.00 3 77.73 45.00 4 03'00 "00 J02A JACK 4.00/12 Pitch 1 -PIy 1 97.14 21.00 2 42.43 0.00 3 77.73 45.00 4 05'00 "00 J03 JACK 4.00/12 Pitch 1 -PIy 1 161.90 38.00 2 70.98 0.00 3 126.47 70.00 4 05'00 "00 J03A JACK 4.00/12 Pitch 1 -PIy 1 161.90 38.00 2 70.98 0.00 3 126.47 70.00 3 07'00 "00 J04 EJACK 4.00/12 Pitch 1 -Ply 1 226.65 54.00 2 99.49 0.00 3 175.53 96.00 15 07'00 "00 J04A EJACK 4.00/12 Pitch 1 -PIy 1 226.65 54.00 2 99.49 0.00 3 175.53 96.00 4 02'00 "00 J05 JACK 4.00/12 Pitch 1 -PIy 1 64.76 13.00 2 28.05 0.00 3, 3 53.35 32.00 1 07'00 "00 J05A EJACK 4.00/12 Pitch 1 -Ply 1 145.02 5.00 2 369.70 78.00 3 -24.64 14.00 4 -70.88 23.00 9 04'00 "00 J06 JACK 4.00/12 Pitch 1 -PIy 1 129.51 29.00 2 56.73 0.00 3 102.09 57.00 2 07'00 "00 J06A EJACK 4.00/12 Pitch 1 -Ply 1 119.63 0.00 Page 1 of 3 • • .. Job # ABCC94 BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 2 293.43 63.00 3 21.19 0.00 4 57.18 14.00 0 07'00 "00 J06A EJACK 4.00/12 Pitch 1 -Ply 1 119.63 0.00 2 293.43 63.00 3 21.19 0.00 4 57.18 14.00 21 06'03 "09 PB01 SPEC 9.00/12 Pitch 1 -Ply 1 54.65 59.00 2 422.99 221.00 3 25.94 18.00 1 1711 "00 T01 HIPS 4.00/12 Pitch 1 -Ply 1 1355.67 414.00 2 1352.47 413.00 4 17'11 "00 T02 COMN 4.00/12 Pitch 1 -Ply 1 580.12 183.00 2 580.12 183.00 1 17'11 "00 103 COMN 4.00/12 Pitch 1 -Ply 1 580.12 183.00 2 580.12 183.00 1 07'00 "00 T04 MONO 4.00/12 Pitch 1 -Ply 1 119.70 43.00 2 541.93 162.00 3 374.03 126.00 1 44'07 "00 T05 SPEC 4.00/12 Pitch 1 -PIy 1 691.91 221.00 2 3398.24 1098.00 3 1119.55 326.00 2 44'07 "00 106 SPEC 4.00/12 Pitch 1 -Ply 1 655.34 182.00 2 2053.26 626.00 3 409.21 114.00 2 44'07 "00 107 SPEC 4.00/12 Pitch 1 -Ply 1 740.25 241.00 2 2176.29 455.00 3 507.07 206.00 5 44'07 "00 108 SPEC 4.00/12 Pitch 1 -Ply 1 740.25 241.00 2 2176.29 455.00 3 507.07 206.00 1 44'07 "00 T09 SPEC 4.00/12 Pitch 1 -Ply 1 1403.03 239.00 2 2184.01 459.00 3 505.76 204.00 8 44'07 "00 T10 SPEC 4.00/12 Pitch 1 -Ply 1 1648.58 164.00 2 1642.78 163.00 1 44'07 "00 T11 SPEC 4.00/12 Pitch 1 -Ply 1 738.78 84.00 2 1758.49 189.00 3 410.98 178.00 4 322.30 64.00 1 44'07 "00 T12 SPEC 4.00/12 Pitch 1 -Ply 1 514.05 161.00 2 3257.95 1039.00 3 1353.07 411.00 4 22'11 "00 T13 SPEC 4.00/12 Pitch 1 -Ply 1 784.06 118.00 2 701.35 100.00 1 2311 "00 T14 COMN 4.00/12 Pitch 1 -PIy 1 775.80 117.00 2 775.80 117.00 1 23'11 "00 T15 COMN 4.00/12 Pitch 1 -PIy 1 - 1039.49 117.00 2 - 1039.49 117.00 1 2311 "00 T16 COMN 4.00/12 Pitch 1 -PIy 1 930.37 245.00 2 930.37 245.00 Page 2 of 3 Job # ABCC94 BEARING INFORMATION QTY 1 SPAN 1 DESCRIPTION 1 BRG# REACTION UPLIFT 7 23'11 "00 T17 COMN 4.00/12 Pitch 1 -Ply 1 1131.13 423.00 2 1131.13 423.00 1 23'11 "00 T18 HIPS 4.00/12 Pitch 1 -Ply 1 774.39 247.00 2 774.39 247.00 1 23'11 "00 T19 HIPS 4.00/12 Pitch 1 -Ply 1 1502.40 488.00 2 1501.02 487.00 2 15'00 "06 V01 VAL 9.00/12 Pitch 1 -Ply 1 911.27 240.00 2 13'03 "01 V02 VAL 9.00/12 Pitch 1 -Ply 1 887.78 228.00 2 11'05 "11 V03 VAL 9.00/12 Pitch 1 -Ply 1 767.78 195.00 2 09'08 "06 VO4 VAL 9.00/12 Pitch 1 -Ply 1 647.78 161.00 Total of Trusses 139 Maximun Height 1108 "02 Page 3 of 3 =m ccmAm< 0 TI co v m o Ti p m- W (n N Co mm -4 mCOK o PJ O Z x 0 H 0 m D m D m Z m-I < m m z z yz� — -I D O Z 0 = (n 0 m ppo G) z om 1 m z 55 0 0 O H O m x x- Z m 1 ;-,;', < Om m= OD O m n Uz mLI o =o0 O O -0 m 7:1 m m Z 0 co _ m CO m y p �_ c CB O D p > 0x 0 -H 0 m m m O o -Im m � 0 = m -i m H 0 p m -G) Om c0- > p— CD m (n ;O m 2 0 =(n 0 CO 7:) 0 77 cn = H D . 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Dt 0 z = m n 0 _ - s H °� Gcmc —° H O Z O � 1� o ac c cn_ --i Y cn Z c O cn • 0 0 Emz H (� - - - - r � U) mD�mcn O 1. mom,— C --I 0 U O Z m 0 n m 7) P * C !) n r � i m 77 < D m n D D cn Z ' 7 _ r O Z 0-< C O o H m� O D( 0 X r . ±' -ii p m mm Z� < cn OD Doo -I i m r < 4 ,, 5 K � O3J m 4,_- 5 co 11 ° 5O X - '— -I 5 D J -0 O00 y{ o; mo G z j (n z /V S a T S L7 N N • Z0 ) Cn O Co • .�� rn cn c • ■�1� m -I D O D r n m �11 7.��• H-I m 1�17.�u� m D I N =0 pDp 0 w co z O —I H / 2 ° yn0 zm= O , O H S . + O CD ..\ _{ -D co 0 m H rn D M O o- rn ° D m - O ° o y C7 x Z < H \ n mm m � G? mm m - I C \ . > 70 7:i 7D m ....-7 u) Z pZ H� S z� 0) M rD { O mD < N 0o co Cn f � rl m 1 _� i 71 m X _� o O Do om m O ( f) Z0 O 4, z�7 D z z °no [X1 A y � p O 7) `o r D O2D O m O D Z �z 00 % I H = m p m z —I �o mD =imm -< / h9 0 m — z H O uz � Cn n / Z O O C N / • . N D w r` J <o < � a r / a r C -< O 0b D D m / z z Z CAN rrz r1 o (n 1`,_-) m D D4 m CD �o z 0oF V z � = O �� O D � cn c7 D -< -I -n 0 = O � > �m� y O m r m r, zo - u m ; z m = ; =0 O r O �m p mm> CI) �� c . D D m m m = r ,7 ( 5 ; 7z m ( m = - O m f no SD C - '0 m r (/) 0 0 0 o m —H r D ~' cn m m O i g I > I- D4 4 o co < • o co . Ozm- a < D g� . �o� m m Z7 • (� �m� OH -< — CA ° _ Z L li O O cn o m, 0 Q z ill, : =iZ _ 0 -1 D Ohilrai .1. z Z O O H _ o m Co � 000 W m D 0 u) N m ci 0 X Cn ABCC94 Ply: 1 SEQN: 17793 / T56 / GABL AnastasiaA9 Qty: 1 FROM: DRW: GE01 Wgt: 525.0 Ibs Page 1 of 2 ... / ... 12/09/15 1 4'11 "8 7'10 "15 10'3 - " 2'1 4' "8 16'1 8 g4'7 '7 2 2' 8 "7' 7 4 1' "B 1.3.18 "8 E gg ' "11 39'7 "8 44'7" 3'7 "8 I 6'3 " � "8 H8 '�3'p3 "'g15T�'8� 20'11 "8 23'7 "81'10" 25'5" 0 22 6• "8 ,28 "92 „ B 3�_5'ig38.3 "�q.- 0- '1.{�1 8 37 "8 3'7..8 1 . 4 . ' " 1 , 4 . 9 I" I' I"i F3713;...174...8 ' a I x, 14 r'1�7., 17 " ' 1 ' 4 " =5X7 3 H0510 51113X3 3X4(" ")PC- �O R S .1 113X4 O U 3X3 N 1113X3 �: ,,.�. = 7' \� t V 1113X3 'gYA CJ ;��•�'�' 113X3 9 12 B „ I I LX3 3 M C =6X8 CR w 113X3 ' CT C X 53X3 YI13X3 K i w Z 113X3 I 53X3 1 s4X8J Y, 111 CC .4X5 1113X4 CU ( � Y• t. H BZ CF CI CM (a) = E l a) a) oB 12 CZ 4 f (•") F ',1 ACAD38X8(( 8X8 G - ) �: �I . \ AE 1115X7 ((ES) C D E �,� DG a \ '�I X C DF D :�i, AG � 3X d B � � S` \! \ DD AH IA3X8(ES) A r � l!� !�!._ _ `_ .�I�I�'�. 13K3 �_ _ x!$3310'1"2 Bp .4)(5 I X3 =4X5 1113X4 CP V113X =4X5 1113X3 • 4' BK BJ BI BH BG BF BEBDBC BB BA AZ AY AX AW AV AU AT AS AR AOAP AO AN AM AL AK AJ 3X8( ") 113X4 T7 = 3X8( ") 1 268"4 18'9"12 1 378 '8" 10 1 " { 1.1•• 2 ••8 " 11.4.1• L_a1'4" • 2 11" 1.4 "g�j "�77 1 1'6• �1,4.J• 378 I t4 " a 1 . 6 . . ' "9 , 4 .. 12'11.. ..B �0J 2.1.1 19 " " 0'11 „B4 "'237'� "1' 8... O'3�T.0.�"9 "8 " 38'3' 1 , 4 "4' 0'11 "8 3 , 7 „ ' 4'1 1 1 '8 7 103 5'• 157' 6H 1' 1 "8 49'7 "8 2 'a 2' 4'11" z7 1 "831'2° 3Y 4'3 "8' i J�s'a�•i1 39 i'8 I 44 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria • Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7 -10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 130 mph Pf: NA Ce: NA VERT(LL): 0.239 BA 999 308 A 886 / 255 / 495 / - / 312 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.492 BA 626 308 AU 1458 / 410 / 710 / - / - / 5.5 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.086 N - - Al 633 / 193 / 322 / - / - / 3.5 Des Ld: 32.00 EXP: C HORZ(TL): 0.170 N - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 16.13 ft Code / Misc Criteria Creep Factor: 1.5 A Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.345 AU Min Brg Width Req = 1.5 Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.996 Al Min Brg Width Req = 1.5 MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: No Max Web CSI: 0.809 Bearings A, AU, & Al Fcperp = 565psi. Spacing: 24.0 " P C &C Dist a: 4.46 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 15.01.02F1.1028.19 Lumber Wind A - B 1099 -1913 R - S 550 -469 B - C 1099 -1883 S - T 549 -467 Value Set: 13B (Effective 6/1/2013) Wind loads based on MWFRS with additional C &C C - D 1126 -1854 T - U 418 153 Top chord 2x4 SP #2 member design. D - E 1136 -1837 U - V 383 -150 1 Bot chord 2x4 SP #2 E - F 1181 -1810 V - W 323 -139 Webs 2x4 SP #3 :W5, W12 2x4 SP M -30: Additional Notes :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' See DWGS A14030ENC101014 & GBLLETIN1014 for F - G 624 -1143 W - X 286 -149 :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' gable wind bracing requirements. G - H 683 -1171 X - Y 304 166 H - I 738 -1168 Y - Z 481 - 438 Lumber value set "13B" uses design values The overall height of this truss excluding overhang is I - J 774 -1149 Z -AA 500 -514 approved 1/30/2013 by ALSC 11 -4 -10. J - K 741 -1043 AA -AB 465 - 534 K - L 513 - 687 AB -AC 412 - 540 Bracing L - M 482 -606 AC -AD 352 -512 (a) Continuous lateral restraint equally spaced on M - N 521 - 584 AD -AE 890 -1139 member. N - 0 575 -581 AE -AF 835 -1141 O - P 572 - 528 AF -AG 827 -1164 Plating Notes P - 0 549 -467 AG -AH 798 -1189 All plates are 2X4 except as noted. Q - R 550 -469 AH -AI 814 -1218 ( ") 6 plate(s) require special positioning. Refer to scaled plate plot details for special positioning Maximum Bot Chord Forces Per Ply (Ibs) requirements. Chords Tens.Comp. Chords Tens. Comp. Plates sized for a minimum of 4.00 sq.in. /piece. A -BK 1745 -982 AW -AV 501 -190 Purlins BK -BJ 1742 -978 AV -AU 501 -190 In lieu of structural panels or rigid ceiling use puffins BJ -BI 1741 - 977 AU -AT 393 -102 to laterally brace chords as follows: BI -BH 1742 - 975 AT -AS 393 -102 Chord Spacing(in oc) Start(ft) End(ft) BH -BG 1731 -952 AS -AR 393 -102 TC 24 -0.36 44.22 BG -BF 1731 -952 AR -AQ 393 -102 BC 106 -0.36 44.22 BF -BE 1731 - 952 AQ -AP 393 -102 Apply purlins to any chords above or below fillers BE -BD 903 -315 AP -AO 1061 -668 at 24" OC unless shown otherwise above. BD -BC 903 -315 AO -AN 1061 -668 BC -BB 903 -315 AN -AM 1061 -668 Loading BB -BA 903 -315 AM -AL 1090 -699 Truss designed to support 8" maximum gable end BA -AZ 903 -315 AL -AK 1091 -702 overhang. AZ -AY 500 -190 AK -AJ 1091 -702 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 ABCC94 Ply: 1 SEQN: 17793 / T56 / GABL AnastasiaA9 Qty: 1 FROM: DRW: GE01 Wgt: 525.0 Ibs Page 2 of 2 / ... 12/09/15 AY -AX 501 -190 AJ -AI 1095 -707 AX -AW 501 -190 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. BH- F 125 - 250 R -CJ 89 -138 F -BL 697 - 883 CJ -CN 727 - 363 BM -BN 710 -929 CJ -CR 218 -478 BO -BP 713 -935 CK -CL 271 -598 BP -BQ 736 -957 CM -CS 239 -109 BQ -BE 705 -909 CN -CQ 744 -376 BE- K 514 -354 CO -CP 250 -567 K -BR 563 -769 CP -AU 262 -582 BS -BT 533 - 720 CQ- T 731 - 368 BU -BV 538 -724 CR -CT 220 -480 BW -BX 574 -774 CS -CU 238 -108 BX -AZ 563 - 764 T -CT 0 - 352 P -BY 310 -256 AU -CV 515 -615 P -CB 94 -345 CT -CU 10 -392 AZ -BZ 537 -376 CU -AU 0 -360 BY -BZ 285 -246 CV -CW 475 -564 BY -CA 450 - 200 CX -CY 485 - 593 BZ -CC 244 -539 CZ -DA 467 -566 BZ -CF 239 -109 DB- Y 488 - 592 CA -CJ 452 -201 Y -AP 429 - 316 CB -CE 90 -334 AP -DC 633 -746 CC -CD 273 -594 DC -DD 654 -771 CE -CJ 98 -352 DD -DE 631 -749 CF -CI 240 - 109 DF -DG 627 -741 CG -CH 266 -585 DH -AD 627 -726 CI -CM 240 -109 AD -AM 308 -307 Maximum Gable Forces Per Ply (lbs) • Gables Tens.Comp. Gables Tens. Comp. C -BK 132 -45 AW -CK 40 -5 D -BJ 22 -21 CL -CM 15 -32 E -BI 105 -6 S -CN 34 -50 G -BL 109 -96 AV -CO 50 -83 BG -BM 112 -26 CP -CS 22 -25 H -BN 82 -75 CQ -CR 22 -38 BF -BO 81 -68 U -CV 50 -65 I -BP 46 -45 CW -AT 102 -130 J -BQ 99 -62 V -CX 88 -91 BR -L 113 -73 CY -AR 28 -11 BD -BS 57 -39 W -CZ 49 -39 BT- M 52 -41 DA -AQ 37 -28 BC -BU 47 -39 X -DB 69 -52 BV -N 78 -74 DC -Z 57 -42 BA -BW 34 -17 DD -AA 45 -44 BX- 0 16 -14 DE-A0 76 - 57 AY -CC 90 -49 DF -AB 79 -69 CA -CB 10 -29 DG -AN 135 -103 CD -CF 32 -11 DH -AC 110 -102 CE -Q 21 -50 AL -AE 143 -94 AX -CG 22 0 AK -AF 14 -15 CH -CI 19 0 AJ -AG 136 -60 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 eliPE;\, Michael G Kozlowski Jeffrey P Arneson Derek B Murray WEEMECE PE No 60839 PE No. 58544 PE No. 71457 ABCC94 Ply: 1 SEQN: 17874 / T12 / GABL AnastasiaA9 Qty: 1 FROM: DRW: GE02 Wgt: 525.0 Ibs Page 1 of 2 .. / ... 12/09/15 411 "8 7'11 "7 10'3 "8 171 4'8 4 " liar 1i1"7 t6' " "8 8'1 "8 a0'�0" 35'1 "9 31 40'1 "8 37 8 1'4' 63 17'1 ' 8 1"1,7, 11 "8 �3'g " �15 , 7� „ 8 1 8' 3 5 22'3 "8 25'5 2T7 „ 8 �30 "8 34 "8 6'1 4 "1 9 . 7 ,14 i 378 1 1 1, 1' 19'! 1 4 I -1'4'l I '" 3 , 2 „ 2 1 3 ' 2 " I H I x,4,1 5 IH 8 " 1'» .8 1 3,7„ 44,7" 8 { .-3X4 0= X7 Q aHS ,OS 1113X3 113X3 1 � =3X3 13X3 N r i. ` y,5, T 1113X3 12 113X33M =6X8 F U 113X3 It 4X8 9 B L I v 83 w 3X3 4X8JI W 013X3 IM3X4 - X 1133 o 1 Ba, CB CE =4X5 I13X4a 1 (a) �: Y H CH -UCS Z 12 e S 4 � EXB( G a '' � o (a) C' AB ° A 1113X8(ES ,! li :M ) f tl Q C 7!,/ AD E T C D �� 11 C P CY � A i^ ,3X4 6 I �`p �� 1:X3 C� �'' A . AG _ _ . � ,0', "2 BF.4X5 3 3 ...•4X5 103X4 C0 =4 = 3X8(') 113X3 BJ BI BH BG BF BE BDBCBB BA AZ AY AX AW AVAU AT AS ARAQ AP AOAN AM AL AK AJ Al AH = 3X8(") = 1 X5 103X4 113X3 =4X5 I- 1 22'8 "4 �_._,� , �,.,,� 21'9"12 {�� 378 1 14" 1'6 1; „ "14" 12'81" 1�"8845�"801819'1, "' 0'11"19... �14.. 19 8, ..i240.3 1 "8 28" r. 1 38'3' {. 221 1.1 1L4, " 3 „ 8 4'11'8 7' 10 I '8 6 1i5+"8 1 22'8" 2' 4'11 "8 27'7" 2 ' 1 "831'2 34'3 "8 1 1 3' 9'7"8 1 447 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl /CSI Criteria • Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7 -10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 130 mph Pf: NA Ce: NA VERT(LL): 0.102 BJ 999 272 A 588 / 162 / 302 / - / 312 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.213 AH 999 272 AV 1944 / 545 / 875 / - / - / 5.5 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.038 C - - AG 550 / 151 / 317 / - / - / 3.5 Des Ld: 32.00 EXP: C HORZ(TL): 0.077 C - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 16.13 ft Code / Misc Criteria Creep Factor: 1.5 A Min Brg Width Req = 1.5 Soffit 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.330 AV Min Brg Width Req = 1.9 Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.693 AG Min Brg Width Req = 1.5 M WFRS Parallel Dist: 0 to h/2 Rep Factors Used: Yes Max Web CSI: 0.732 Bearings A, AV, & AG Fcperp = 565psi. Spacing: 24.0 " p C &C Dist a: 4.46 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 15.01.02F1.1028.19 Lumber Wind A - B 687 -1091 Q - R 350 -12 B - C 688 -1063 R - S 337 -13 Value Set: 13B (Effective 6/1/2013) Wind loads based on MWFRS with additional C &C C - D 717 -1039 S - T 310 - 8 Top chord 2x4 SP #2 member design. D - E 724 -1015 T - U 301 0 Bot chord 2x4 SP #2 E - F 783 -1017 U - V 280 0 Webs 2x4 SP #3 :W5, W13 2x4 SP M -30: Additional Notes :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' See DWGS A14030ENC101014 & GBLLETIN1014 for F - G 254 -407 V - W 233 -14 227 :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' gable wind bracing requirements. G - H 313 -438 W - X 336 H - 1 366 - 430 X - Y 355 - 313 Lumber value set "13B" uses design values The overall height of this truss excluding overhang is 1 - J 402 -411 Y - Z 320 - 333 approved 1/30/2013 by ALSC 11 -4 -10. J - K 380 - 321 Z -AA 267 - 341 K - L 212 - 37 AA -AB 208 - 311 Bracing L - M 239 0 AB -AC 734 -915 (a) Continuous lateral restraint equally spaced on M - N 248 0 AC -AD 673 -909 member. N - O 259 0 AD -AE 667 - 935 O - P 293 0 AE -AF 637 - 958 Plating Notes P _ Q 350 -12 AF -AG 636 -986 All plates are 2X4 except as noted. ( ") 4 plate(s) require special positioning. Refer to Maximum Bot Chord Forces Per Ply (Ibs) scaled plate plot details for special positioning Chords Tens.Comp. Chords Tens. Comp. requirements. Plates sized for a minimum of 4.00 sq.in. /piece. A -BJ 977 -596 AV -AU 313 -245 BJ -BI 973 -592 AU -AT 313 -245 Purlins BI -BH 973 -592 AT -AS 313 -245 In lieu of structural panels or rigid ceiling use puffins BH -BG 971 - 589 AS -AR 233 -100 to laterally brace chords as follows: BG -BF 940 - 554 AR -AQ 233 -100 Chord Spacing(in oc) Start(ft) End(ft) BF -BE 940 -555 AQ -AP 233 -100 TC 24 0.00 44.58 BE -BD 940 -555 AP -AO 233 -100 BC 75 0.00 44.58 BD -BC 343 -247 AO -AN 233 -100 Apply puffins to any chords above or below fillers BC -BB 343 - 247 AN -AM 838 - 512 at 24" OC unless shown otherwise above. BB -BA 343 -247 AM -AL 838 -512 BA -AZ 343 - 247 AL -AK 838 - 512 Loading AZ -AY 343 -247 AK -AJ 873 -548 Truss designed to support 8" maximum gable end AY -AX 279 -285 AJ -Al 875 -551 overhang. AX -AW 279 -285 Al -AH 874 -551 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 iiiELECIREMEI PE No. 60839 PE No. 58544 PE No. 71457 ABCC94 Ply: 1 SEQN: 17874 / T12 / GABL AnastasiaA9 Qty: 1 FROM: DRW: GE02 Wgt: 525.0 Ibs Page 2 of 2 ... / ... 12/09/15 AW -AV 279 -285 AH -AG 879 -555 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. BG- F 348 -345 Q -CF 100 -160 F -BK 600 - 687 CF- R 328 -148 BL -BM 594 -696 CF -CM 125 -176 BN -BO 599 -705 AV -CG 535 -1142 BO -BP 621 -727 CH -CK 639 -296 BP -BD 600 -691 CI -CJ 541 -1150 BD- K 396 -297 CK -CN 639 -296 K -BQ 478 -617 CL -CN 552 -1169 BR -BS 458 -583 R -CM 52 -455 BT -BU 467 -591 CM -CN 55 -458 BV -BW 490 -627 CN -AS 557 -440 BW -AY 478 -614 AS -CO 474 -608 P -BX 46 -402 CO -CP 467 -590 P -CF 253 -159 CQ -CR 457 -574 AY -BY 503 -393 CS -CT 445 -560 BX -BY 48 -404 CU -W 462 -591 BX -CF 181 -123 W -AN 384 -292 BY -BZ 521 -1119 AN -CV 588 -668 BY -CB 639 -296 CV -CW 608 -700 BZ -CA 529 -1136 CW -CX 585 -678 CB -CE 639 -296 CY -CZ 581 -669 CC -CD 523 -1125 DA -AB 588 -664 CD -AV 520 -1127 AB -AK 371 -354 CE -CH 639 -296 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. C -BJ 140 -63 CG -AU 10 -21 D -BI 20 -20 CH -CI 2 -13 E -BH 158 -116 CJ -AT 22 - 35 G -BK 112 -105 CK -CL 23 -10 BF -BL 152 -122 S -CO 23 -23 H -BM 78 -67 CP -AR 65 -51 BE -BN 74 -54 T -CQ 76 -63 I -BO 46 -44 CR -AP 37 -25 J -BP 73 -44 U -CS 51 -42 BQ- L 86 -54 CT -AO 43 -29 BC -BR 47 -31 V -CU 77 -48 BS -M 52 -42 CV -X 66 -40 BB -BT 40 -32 CW -Y 45 -44 BU- N 79 -68 CX -AM 73 - 52 AZ -BV 53 -32 CY- Z 77 -66 BW- O 23 -15 CZ -AL 155 -131 AX -BZ 43 -16 DA -AA 112 -106 CA -CB 12 -4 AJ -AC 164 -128 AW -CC 15 -12 AI -AD 22 -21 CD -CE 0 -9 AH -AE 140 -65 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No. 60839 PE No. 58544 PE No. 71457 ABCC94 Ply: 1 SEQN: 17734 / T5 / HIP_ AnastasiaA9 Qty: 2 FROM: DRW: HJ01 Wgt:43.4lbs ... / ... 12/09/15 50"6 I 9'9 "5 5'0 "6 4'8 "14 D 2.83 �� 1277 1 \14X5 C M 5X5(E1 '3X4 B N so 111 T A ii 1 • -,v 10'1 ° FF 3X4E III &4 4'10"10 4'810 I- 4'10'1 0 I 9'7 "5 '4'5 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl /CSI Criteria • Maximum Reactions (lbs) TCLL: 20.00 Wind Std: ASCE 7 -10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl IA Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 130 mph Pf: NA Ce: NA VERT(LL): 0.028 F 999 240 A 332 / 85 / - / - / - / 7.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.057 F 999 180 E 337 / 73 / - / - / - / 1.5 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.007 E - - D 87 / 40 / - / - / - / 1.5 Des Ld: 32.00 EXP: C HORZ(TL): 0.013 E - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 1.5 A Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.626 E Min Brg Width Req = - Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.594 D Min Brg Width Req = - MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: Yes Max Web CSI: 0.471 Bearing A 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: 15.01.02F1.1028.19 Lumber Additional Notes A - B 250 - 919 C - D 21 -40 B - C 242 - 903 Value Set: 13B (Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP #2 2- 11 -13. Bot chord 2x4 SP #2 Maximum Bot Chord Forces Per Ply (lbs) Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.755' A - F 876 -237 F - E 866 -241 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (lbs) Special Loads Webs Tens.Comp. Webs Tens. Comp. - - - -- (Lumber Dur.Fac. =1.25 / Plate Dur.Fac. =1.25) F - C 148 0 C - E 250 - 902 TC- From 2 plf at 0.00 to 2 plf at 9.77 BC- From 2 plf at 0.00 to 2 plf at 9.77 TC- 55 Ib Conc. Load at 1.46 TC- 155 Ib Conc. Load at 4.29 TC- 253 Ib Conc. Load at 7.12 BC- 28 Ib Conc. Load at 1.46 BC- 85 Ib Conc. Load at 4.29 BC- 142 Ib 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 0.00 9.77 BC 117 0.00 9.77 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. 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 MILEMZEIZIMI PE No. 60839 PE No. 58544 PE No. 71457 ABCC94 Ply: 1 SEQN: 17725 / T24 / HIP_ AnastasiaA9 Qty: 2 FROM: DRW: HJ01A Wgt: 43.4 Ibs ... / ... 12/09/15 F 5'0 "6 I 9'9 "5 5'0 "6 4'8 "14 D 2.83 ✓ Fa! 1277 1 \14X5 C :3X4 B 5X5(E1 ` A 82 %111111 1111111.11 ■ 1 ■ 6 £f 10'1'2 =3X4E IIIX4 4'1010 4'8 "10 I F 4'10 "10 I 9'7 "5 d9 "5 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 L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 130 mph Pf: NA Ce: NA VERT(LL): 0.028 F 999 240 A 320 / 88 /- /- /- / 4.9 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.057 F 999 180 E 335 / 73 / - / - / - / 1.5 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.006 E - - D 88 / 40 / - / - / - / 1.5 Des Ld: 32.00 EXP: C HORZ(TL): 0.013 E - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 1.5 A Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.628 E Min Brg Width Req = - Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.596 D Min Brg Width Req = - MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: Yes Max Web CSI: 0.466 Bearing A 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: 15.01.02F1.1028.19 Lumber Additional Notes A - B 253 -909 C - D 21 -40 Value Set: 13B (Effective 6/1/2013) The overall height of this truss excluding overhang is B C 244 -894 Top chord 2x4 SP #2 2- 11 -13. Bot chord 2x4 SP #2 Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.755' A - F 866 -239 F - E 857 243 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Special Loads Webs Tens.Comp. Webs Tens. Comp. -----(Lumber Dur.Fac. =1.25 / Plate Dur.Fac. =1.25) F - C 148 0 C - E 253 - 892 TC- From 2 plf at 0.00 to 2 plf at 9.77 BC- From 2 plf at 0.00 to 2 plf at 9.77 TC- 51 Ib Conc. Load at 1.46 TC- 155 Ib Conc. Load at 4.29 TC- 253 Ib Conc. Load at 7.12 BC- 18 Ib Conc. Load at 1.46 BC- 85 Ib Conc. Load at 4.29 BC- 142 Ib 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 0.00 9.77 BC 117 0.00 9.77 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. 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 ABCC94 PIy: 1 SEQN: 17731 / T17 / JACK AnastasiaA9 Qty: 2 FROM: DRW: HJ02 Wgt: 19.6 Ibs ... / ... 12/09/15 12 2.83 L___-- C A 11'9 "7 co ;3X48 5X55(E1 N bo X 1 0' 1 "2 D 5'6 "6 1- 5'6 "6 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria • Maximum Reactions (lbs) TCLL: 20.00 Wind Std: ASCE 7 -10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 130 mph Pf: NA Cc: NA VERT(LL): NA A 256 / 84 / - / - / - / 7.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 78 / - / 8 / - / - / 1.5 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.035 B - - C 192 / 94 / - / - / - / 1.5 Des Ld: 32.00 EXP: C HORZ(TL): 0.068 B - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 1.5 A Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.938 D Min Brg Width Req = - Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.475 C Min Brg Width Req = - Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: Yes Max Web CSI: 0.221 Bearing A Fcperp = 565psi. C &C Dist a: 3.00 if FT /RT: 30(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 Lumber Additional Notes A - B 601 -614 B - C 49 -31 Value Set: 13B (Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP #2 1- 11-13. Maximum Bot Chord Forces Per Ply (lbs) p Chords Tens.Comp. Bot chord 2x4 SP #2 :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.755' A - D 2 - 2 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special Loads - - - -- (Lumber Dur.Fac. =1.25 / Plate Dur.Fac. =1.25) TC- From 54 plf at 0.00 to 54 plf at 5.53 BC- From 10 plf at 0.00 to 10 plf at 2.87 BC- From 10 plf at 2.87 to 10 plf at 5.53 TC- 107 Ib Conc. Load at 2.87 BC- 56 Ib Conc. Load at 2.87 Plating Notes Plates sized for a minimum of 4.00 sq.in. /piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 5.53 BC 66 0.00 5.53 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek 8 Murray WEICECIEEINI PE No. 60839 PE No. 58544 PE No 71457 ABCC94 Ply: 1 SEQN: 17703 / T18 / JACK AnastasiaA9 Qty: 4 FROM: DRW: J01 Wgt: 7.0 Ibs ... / ... 12/09/15 12 4 L 3X3 III3X8(E5 FA 1 gl, 10'9 "12 I N I I _1 , „ 10 c \I 1' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl /CSI Criteria • Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7 -10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 130 mph Pf: NA Ce: NA VERT(LL): NA A 32 / 4 / 16 / - / 11 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA C 14 I- / 5 / - / - / 1.5 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.000 C - - B 28 / 17 / 14 / - / - / 1.5 Des Ld: 32.00 EXP: C HORZ(TL): -0.000 C - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 1.5 A Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.039 C Min Brg Width Req = - Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.010 B Min Brg Width Req = - Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: Yes Max Web CSI: 0.004 Bearing A Fcperp = 565psi. C &C Dist a: 3.00 ft FT /RT: 30(0)/10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply (lbs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 Lumber A - B 16 - 29 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Maximum Bot Chord Forces Per Ply (lbs) Bot chord 2x4 SP #3 Chords Tens.Comp. :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.079' A - C 1 -2 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in. /piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 1.00 BC 12 0.00 1.00 Apply purlins to any chords above or below titers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C &C member design. Additional Notes The overall height of this truss excluding overhang is 1 -0 -2. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 epvE;\, Michael G Kozlowski Jeffrey P Arneson Derek B Murray inallErnaffil PE No. 60839 PE No. 58544 PE No. 71457 ABCC94 Ply: 1 SEQN: 17711 / T49 / JACK AnastasiaA9 Qty: 4 FROM: DRW: J01A Wgt:7.01bs ... / ... 12/09/15 12 4 L 3X3 III3X8(E5 " 1 „ 10'9 "12 A D II/ N pap .- I . FA , „ 10'1"2 NM C ,V 1' -H 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 Cc: NA VERT(LL): NA A 42 /3 /20 /- /11 /3.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA C 9 / 3 / 2 / - / - / 1.5 BCDL: 5.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.000 B - - B 25 / 18 / 14 / - / - / 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 A Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.039 C Min Brg Width Req = - Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.016 B Min Brg Width Req = - MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: Yes Max Web CSI: 0.005 Bearing A Fcperp = 565psi. Sparing: 24.0 " P C &C Dist a: 3.00 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 Lumber A - B 17 - 32 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 :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.079' A - C 40 -9 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in. /piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 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 Toads based on MWFRS with additional C &C member design. Additional Notes The overall height of this truss excluding overhang is 1 -0 -2. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray LIELEEMI PE No. 60839 PE No. 58544 PE No. 71457 ABCC94 Ply: 1 SEQN: 17705 / T40 / JACK AnastasiaA9 Qty: 4 FROM: DRW: J02 Wgt: 12.6 Ibs ... / ... 12/09/15 12 4 L C H 1 1'5 "12 3X4 6 1113X8(E5 A N ' • 10.1"2 3' D 3 ' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl /CSI Criteria • Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7 -10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 130 mph Pf: NA Ce: NA VERT(LL): NA A 97 / 20 / 50 /- / 35 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 42 / - / 17 / - / - / 1.5 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 B - - C 78 / 44 / 39 / - / - / 1.5 Des Ld: 32.00 EXP: C HORZ(TL): 0.008 B - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 1.5 A Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.249 D Min Brg Width Req = - Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.112 C Min Brg Width Req = - Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: Yes Max Web CSI: 0.058 Bearing A Fcperp = 565psi. C &C Dist a: 3.00 It FT /RT: 30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 Lumber A - B 129 -169 B - C 28 -36 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. :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' A - D 2 -2 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in. /piece. Purlins In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 3.00 BC 36 0.00 3.00 Apply 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 1 -8 -2. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 APE Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No. 60839 PE No 58544 PE No 71457 ABCC94 Ply: 1 SEAN: 17713 / T46 / JACK AnastasiaA9 Qty: 4 FROM: DRW: J02A Wgt: 12.6 Ibs ... / ... 12/09/15 12 4 L C THD �3X4B III3X8(E5 te ao A , N ° 1 0'1 "2 3' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl /CSI Criteria • Maximum Reactions (lbs) TCLL: 20.00 Wind Std: ASCE 7 -10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 130 mph Pf: NA Ce: NA VERT(LL): NA A 97 / 20 / 50 / - / 35 / 3.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 42 /- / 17 /- /- /1.5 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 B - - C 78 / 44 / 39 / - / - / 1.5 Des Ld: 32.00 EXP: C HORZ(TL): 0.008 B - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 1.5 A Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.249 D Min Brg Width Req = - C Min Brg Width Req = - BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.112 Load Duration: 1.25 P Bearing A Fcperp = 565psi. Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: Yes Max Web CSI: 0.058 C &C Dist a: 3.00 ft FT /RT: 30(0)/10(0) Mfg Speafied Camber: Maximum Top Chord Forces Per Ply (lbs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 Lumber A - B 129 -169 B - C 28 -36 Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (lbs) Top chord 2x4 SP #3 Chords Tens.Comp. Bot chord 2x4 SP #3 :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' A - D 2 - 2 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in. /piece. Purlins In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 3.00 BC 36 0.00 3.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C &C member design. Additional Notes The overall height of this truss excluding overhang is 1 -8-2. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No. 60839 PE No 58544 PE No. 71457 ABCC94 Ply: 1 SEQN: 17707 / T42 / JACK AnastasiaA9 Qty: 4 FROM: DRW: J03 Wgt: 18.2 Ibs ... / ... 12/09/15 12 C 4 12'1 "12 3X4 g III3X8(E5 t% N f:\i . A °O 1 0 1 "2 p- 5 ' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7 -10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 130 mph Pf: NA Ce: NA VERT(LL): NA A 162 / 37 184 / - / 58 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 71 / - / 29 / - / - / 1.5 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.020 B - - C 126 / 70 / 63 / - / - / 1.5 Des Ld: 32.00 EXP: C HORZ(TL): 0.039 B - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 1.5 A Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.621 D Min Brg Width Req = - Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.344 C Min Brg Width Req = - MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: Yes Max Web CSI: 0.223 Bearing A 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: 15.01.02F1.1028.19 Lumber A - B 544 -612 B - C 43 -55 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. :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' A - D 2 -2 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in. /piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 5.00 BC 60 0.00 5.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C &C member design. Additional Notes The overall height of this truss excluding overhang is 2 -4 -2. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer' Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 APE ;\( Michael G Kozlowski Jeffrey P Arneson Derek 13 Murray PE No 60839 PE No. 58544 PE No. 71457 ABCC94 Ply: 1 SEQN: 17715 / T48 / JACK AnastasiaA9 Qty: 4 FROM: DRW: JO3A Wgt: 18.2 Ibs ... / ... 12/09/15 12 C 4 tElD N 3X48 v 1113X8 A A . N ' 1:0 . A 10' 1 "2 C1 5' 5' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria • Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7 -10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 130 mph Pf: NA Ce: NA VERT(LL): NA A 162 / 37 / 84 /- / 58 / 3.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 71 /- /29 /- /- /1.5 BCDL: 5.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.020 B - - C 126 / 70 / 63 / - / - / 1.5 Des Ld: 32.00 EXP: C HORZ(TL): 0.039 B - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 1.5 A Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.621 D Min Brg Width Req = - C Min Brg Width Req = - BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.344 Load Duration: 1.25 P Bearing A Fcperp = 565psi. Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: Yes Max Web CSI: 0.223 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: 15.01.02F1.1028.19 Lumber A - B 544 -612 B - C 43 -55 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 :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' A - D 2 -2 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in. /piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 5.00 BC 60 0.00 5.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C &C member design. Additional Notes The overall height of this truss excluding overhang is 2 -4 -2. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray CEEMICEEDINI PE No. 60839 PE No. 58544 PE No. 71457 ABCC94 Ply: 1 SEQN: 17709 / T9 / EJAC AnastasiaA9 Qty: 3 FROM: DRW: J04 Wgt: 23.8 Ibs ... / ... 12/09/15 C 4 1 2 11 12'9 "12 N 3X46 111 3X8(E5 � N A/ 0O I 10'1 "2 D 7 ' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl /CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7 -10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 130 mph Pf: NA Ce: NA VERT(LL): NA A 227 / 54 / 119 /- / 82 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 99 /- /41 /- /- / 1.5 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.049 B - - C 176 / 96 / 88 / - / - / 1.5 Des Ld: 32.00 EXP: C HORZ(TL): 0.095 B - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 1.5 A Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.744 D Min Brg Width Req = - Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.436 C Min Brg Width Req = - Spacing: 24.0 " MWFRS Parallel Dist: h/2 to h Rep Factors Used: Yes Max Web CSI: 0.445 Bearing A Fcperp = 565psi. C &C Dist a: 3.00 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 Lumber A - B 1111 -1210 B - C 59 -70 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #2 Chords Tens.Comp. :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' A - D 2 - 2 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in. /piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.00 BC 75 0.00 7.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C &C member design. Additional Notes The overall height of this truss excluding overhang is 3 -0 -2. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 ' A IF P7( Michael G Kozlowski Jeffrey P Arneson Derek B Murray MELECIMIEE PE No 60839 PE No. 58544 PE No. 71457 ABCC94 Ply: 1 SEQN: 17717 / T47 / EJAC AnastasiaA9 Qty: 15 FROM: DRW: JO4A Wgt: 23.8 Ibs ... / ... 12/09/15 C 12 ,2 12'9 "12 4 CV O 3X46 in III 3X8(A 5 miiii cNi P , Co . . A 10'1"2 ►� D I' 7' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl /CSI Criteria • Maximum Reactions (lbs) TCLL: 20.00 Wind Std: ASCE 7 -10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 130 mph Pf: NA Cc: NA VERT(LL): NA A 227 / 54 / 119 /- / 82 / 3.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 99 /- /41 /- /- / 1.5 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.049 B - - C 176 / 96 / 88 / - / - / 1.5 Des Ld: 32.00 EXP. C HORZ(TL): 0.095 B - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 1.5 A Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.744 D Min Brg Width Req = - C Min Brg Width Req = - BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.436 Load Duration: 1.25 P Bearing A Fcperp = 565psi. Spacing: 24.0 " MWFRS Parallel Dist: h/2 to h Rep Factors Used: Yes Max Web CSI: 0.445 C &C Dist a: 3.00 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (lbs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 Lumber A - B 1111 -1210 B - C 59 - 70 Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #2 Chords Tens.Comp. Bot chord 2x4 SP #2 :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' A - D 2 - 2 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in. /piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.00 BC 75 0.00 7.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind Toads based on MWFRS with additional C &C member design. Additional Notes The overall height of this truss excluding overhang is 3 -0 -2. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek 13 Murray PE No. 60839 PE No. 58544 PE No. 71457 ABCC94 Ply: 1 SEAN: 17727 / T39 / JACK AnastasiaA9 Qty: 4 FROM: DRW: J05 Wgt: 9.8 Ibs ... / ... 12/09/15 12 4 L C ;3X48 P' 11'1 "12 1113X8(E5 O c� N Co ' 1 10'1 "2 ► -t D 2' I- 2' 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 Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 130 mph Pf: NA Ce: NA VERT(LL): NA A 65 / 12 / 33 / - / 23 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 28 /- / 10 /- /- / 1.5 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.001 B - - C 53 / 31 / 27 / - / - / 1.5 Des Ld: 32.00 EXP: C HORZ(TL): 0.002 B - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 1.5 A Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.162 D Min Brg Width Req = - Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.045 C Min Brg Width Req = - Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: Yes Max Web CSI: 0.017 Bearing A Fcperp = 565psi. C &C Dist a: 3.00 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 Lumber A - B 34 -52 B - C 20 -41 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. :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' A - D 2 2 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in. /piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 2.00 BC 24 0.00 2.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C &C member design. Additional Notes The overall height of this truss excluding overhang is 1 -4 -2. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No. 58544 PE No. 71457 ABCC94 Ply: 1 SEQN: 17719 / T38 / EJAC AnastasiaA9 Qty: 1 FROM: DRW: JO5A Wgt: 26.6 Ibs ... / ... 12/09/15 5'3 "10 I 7 5'3"10 1'8"6 D 12 12'9 "12 4 p III2X4 O N --3X4 B I HB 1'6 "10 1 O do ih (V III3X8( ldoo • on ii 410'1"2 �F E li I 5'2 "10 II X4 5'3 "10 1'8"6 5'3 "10 I 7' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (lbs) TCLL: 20.00 Wind Std: ASCE 7 -10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 130 mph Pf: NA Cc: NA VERT(LL): 0.036 B 999 240 A 145 / 5 / 72 / - / 58 / 3.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.073 B 898 180 F 370 / 78 / 211 / - / - / 7.8 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.015 B - - E -25 / 13 / 0 / - / - / 1.5 Des Ld: 32.00 EXP: C HORZ(TL): 0.031 B - - D 16 / 71 / 14 / - / - / 1.5 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 1.5 Wind reactions based on MWFRS Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.357 A Min Brg Width Req = 1.5 Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.181 F Min Brg Width Req = 1.5 MWFRS Parallel Dist: h to 2h Rep Factors Used: Yes Max Web CSI: 0.175 E Min Brg Width Req = - Spacing: 24.0 " P D Min Brg Width Req = - C&C Dist a: 3.00 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: Bearings A & F Fcperp = 565psi. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 Maximum Top Chord Forces Per Ply (lbs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set: 13B (Effective 6/1/2013) A - B 435 -532 C - D 15 -40 Top chord 2x4 SP #2 B - C 50 -90 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (lbs) :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' Chords Tens.Comp. Chords Tens. Comp. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC A - F 6 -5 F - E 0 0 Plating Notes Maximum Web Forces Per Ply (lbs) Plates sized for a minimum of 4.00 sq.in. /piece. Webs Tens.Comp. Purlins C - F 262 -291 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.00 BC 84 0.00 7.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C &C member design. I Additional Notes The overall height of this truss excluding overhang is 3-0 -2. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer 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 ABCC94 Ply: 1 SEQN: 17729 / T11 / JACK AnastasiaA9 Qty: 9 FROM: DRW: J06 Wgt: 15.4 Ibs ... / ... 12/09/15 12 4 C 1 11'9 "12 3X46 N 0 1113X8(E5 Z.1 A , N ' °O . ' I Ai 10'1 "2 D \I 4 ' i 4' i Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl /CSI Criteria A Maximum Reactions (lbs) TCLL: 20.00 Wind Std: ASCE 7 -10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 130 mph Pf: NA Ce: NA VERT(LL): NA A 130 / 29 / 67 / - / 47 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 57 / - / 23 / - / - / 1.5 BCDL: 5.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.010 B - - C 102 / 57 / 51 / - / - / 1.5 Des Ld: 32.00 EXP: C HORZ(TL): 0.020 B - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 1.5 A Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.392 D Min Brg Width Req = - Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.210 C Min Brg Width Req = - MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: Yes Max Web CSI: 0.134 Bearing A 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 (lbs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 Lumber A - B 312 -365 B - C 35 -46 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Maximum Bot Chord Forces Per Ply (lbs) Bot chord 2x4 SP #3 Chords Tens.Comp. :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' A - D 2 - 2 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in. /piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 4.00 BC 48 0.00 4.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C &C member design. Additional Notes The overall height of this truss excluding overhang is 2 -0 -2. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No. 60839 PE No. 58544 PE No. 71457 ABCC94 Ply: 1 SEQN: 17721 / T54 / EJAC AnastasiaA9 Qty: 2 FROM: DRW: J06A Wgt: 26.6 Ibs ... / ... 12/09/15 4'2 "12 7' I 4'2 "12 2'9 "4 D 12 A 12712 4 p 1112X4 • • O N O 3X4 B I HB 2'7 "8 I N co III3X8( 00 NI ;i- • • 10' 1' 2 ►z� E li 4'1 "12 III11 X4 4'2 "12 2'9 "4 4'2 "12 I 7' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def1ICSI 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): 0.019 B 999 240 A 120 /- / 56 /- / 58 / 3.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.041 B 999 180 F 293 / 62 / 168 / - / - / 5.5 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.008 B - - E 21 / - / 6 / - / - / 1.5 Des Ld: 32.00 EXP: C HORZ(TL): 0.018 B - - D 57 / 13 / 18 / - / - / 1.5 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 1.5 Wind reactions based on MWFRS Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.225 A Min Brg Width Req = 1.5 Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.115 F Min Brg Width Req = 1.5 MWFRS Parallel Dist: h to 2h Rep Factors Used: Yes Max Web CSI: 0.101 E Min Brg Width Req = - Spacing: 24.0 " p D Min Brg Width Req = - C&C Dist a: 3.00 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: Bearings A & F Fcperp = 565psi. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 Maximum Top Chord Forces Per Ply (lbs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set: 13B (Effective 6/1/2013) A - B 243 -340 C - D 18 - 33 Top chord 2x4 SP #2 B - C 42 -100 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (lbs) :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' Chords Tens.Comp. Chords Tens. Comp. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC A - F 5 -4 F - E 0 0 Plating Notes Maximum Web Forces Per Ply (lbs) Plates sized for a minimum of 4.00 sq.in. /piece. Webs Tens.Comp. Purlins C - F 213 -238 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.00 BC 75 0.00 7.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C &C member design. Additional Notes The overall height of this truss excluding overhang is 3 -0 -2. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer 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 lialliMiEnti PE No. 60839 PE No 58544 PE No. 71457 ABCC94 Ply: 1 SEAN: 17866 / T30 / SPEC AnastasiaA9 Qty: 21 FROM: DRW: PB01 Wgt: 21.0 Ibs ... / ... 12/09/15 7"13 3'1 "12 5'7 "11 6'3 "9 1 713 2,5,15 1 2 1 7 „ C.---4X4 T 12 4k 9 /\ 1:60412 __ - -- '-' ii-m-.... i . 1 1112X4 7 7 "13 r- - j 411"14 1 -1 7"13 2'5 . '15 2'5 "15 7 "13 1 7 „ 3'1 12 1 5'7 "11 �i--I I 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 Ioc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 130 mph Pf: NA Ce: NA VERT(LL): -0.000 F 999 240 A -18 / 58 / 55 /- / 66 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.001 F 999 180 B* 85 / 221 / 216 / - / - / 59.9 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.001 F - - E -18 / 18 / 21 / - / - / 5.5 Des Ld: 32.00 EXP: C HORZ(TL): 0.001 F - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 22.97 ft Code / Misc Criteria Creep Factor: 1.5 A Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.112 B Min Brg Width Req = - Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.075 E Min Brg Width Req = 1.5 Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: Yes Max Web CSI: 0.012 Bearings A, B, & E are a rigid surface. C &C Dist a: 3.00 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 Chords Tens.Comp. Chords Tens. Comp. Lumber A - B 92 -86 C - D 84 -85 Value Set: 13B (Effective 6/1/2013) B C 84 85 D - E 27 16 Top chord 2x4 SP #3 Maximum Bot Chord Forces Per PI Ibs Bot chord 2x4 SP #3 Y (lbs) Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set "13B" uses design values B - F 39 -16 F - D 39 -16 approved 1/30/2013 by ALSC Plating Notes Maximum Web Forces Per Ply (lbs) All plates are 3X4(A1) except as noted. Webs Tens.Comp. Plates sized for a minimum of 4.00 sq.in. /piece. F - C 6 60 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 0.24 6.11 BC 56 0.83 5.52 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 -9. 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 IMMEECIECI PE No. 60839 PE No 58544 PE No. 71457 ABCC94 Ply: 1 SEQN: 17737 / T4 / HIPS AnastasiaA9 Qty: 1 FROM: DRW: T01 Wgt: 74.2 Ibs .. / ... 12/09/15 7' 10'11" 17'11" 7' I 3'11" I 7' -1 12 =5X5 4 V C =6X8 D -1- , MIN N - 3X4 g E 3X4 1 T X A 6(E1 ` F 6X6(E1) 2 a _ 10'1 "2 IIIiX4 = H031 G °4X5( ") F T1"12 Z10"4 1 7"1? 7'3 "4 i 7'1 "12 I 10' 10'7 1711" 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria • Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7 -10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 130 mph Pf: NA Ce: NA VERT(LL): 0.144 I 999 240 A 1356 /413 /- /- /- /5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.276 I 778 214 F 1352 / 412 / - / - / - / 5.5 BCDL: 5.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.048 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP: C HORZ(TL): 0.091 G - - A Min Brg Width Req = 1.6 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 1.5 F Min Brg Width Req = 1.6 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.871 Bearings A & F Fcperp = 565psi. Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.990 Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: Yes Max Web CSI: 0.461 Maximum Top Chord Forces Per Pty (Ibs) C &C Dist a: 3.00 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 985 - 3209 D - E 967 - 3164 Wind Duration: 1.60 WAVE, HS VIEW Ver: 15.01.02F1.1028.19 B - C 969 -3177 E - F 982 -3195 Lumber Purlins C - D 893 -2990 Value Set: 13B (Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Top chord 2x4 SP #2 to laterally brace chords as follows: Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #2 Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp. TC 24 -0.68 17.24 Webs 2x4 SP #3 BC 72 -0.68 17.24 A - I 2953 - 893 H - G 2976 - 894 :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' Apply puffins to any chords above or below fillers I - H 2976 - 894 G - F 2941 -891 :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' at 24" OC unless shown otherwise above. Lumber value set "13B" uses design values Maximum Web Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Additional Notes Webs Tens.Comp. Webs Tens. Comp. Special Loads The overall height of this truss excluding overhang is C - I 457 17 G - D 472 21 3 -0 -2. - -- (Lumber Dur.Fac. =1.25 / Plate Dur.Fac. =1.25) C - G 17 0 TC- From 55 plf at 0.00 to 55 plf at 7.00 TC- From 27 plf at 7.00 to 27 plf at 10.92 TC- From 55 plf at 10.92 to 55 plf at 17.92 BC- From 10 plf at 0.00 to 10 plf at 7.01 BC- From 5 plf at 7.01 to 5 plf at 10.91 BC- From 10 plf at 10.91 to 10 plf at 17.92 TC- 263 Ib Conc. Load at 7.01,10.91 TC- 176 Ib Conc. Load at 8.85 BC- 437 Ib Conc. Load at 7.01,10.91 BC- 99 Ib Conc. Load at 8.85 Plating Notes ( ") 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Plates sized for a minimum of 4.00 sq.in. /piece. Wind Wind loads and reactions based on MWFRS. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray itECCEMEM PE No. 60839 PE No. 58544 PE No 71457 ABCC94 Ply: 1 SEQN: 17739 / T1 / COMN AnastasiaA9 Qty: 4 FROM: DRW: T02 Wgt: 64.4 Ibs ... / ... 12/09/15 8'11 "8 I 1711" 8'11 "8 8'11 "8 12 C ie 6X6(R 1) 4 V r co io 1 III3X8(E5) X4 B D 3X4 eiz fri T A G E 1113X8(E5) _s_10'1"2 -FX5 8'11"8 811 "8 I- 8'11 "8 I- 17'11" 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl /CSI Criteria • Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7 -10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 130 mph Pf: NA Ce: NA VERT(LL): 0.112 D 999 240 A 580 / 182 / 261 / - / 65 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.299 D 720 214 E 580 / 182 / 261 / - / - / 5.5 BCDL: 5.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.044 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP: C HORZ(TL): 0.119 B - - A Min Brg Width Req = 1.5 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: 0.619 Bearings A & E Fcperp = 565psi. Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.707 Spacing: 24.0 " MWFRS Parallel Dist: h/2 to h Rep Factors Used: Yes Max Web CSI: 0.503 Maximum Top Chord Forces Per PIy (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 1113 -1672 C - D 439 -1036 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 B - C 439 -1036 D - E 1113 -1672 Lumber Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per PIy (Ibs) Top chord 2x4 SP M -30 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP #2 A - F 934 - 343 F - E 934 - 343 Webs 2x4 SP #3 :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' Maximum Web Forces Per PIy (Ibs) Lumber value set "13B" uses design values Webs Tens.Comp. approved 1/30/2013 by ALSC C - F 289 0 Plating Notes Plates sized for a minimum of 4.00 sq.in. /piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 17.92 BC 120 0.00 17.92 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C &C member design. Additional Notes The overall height of this truss excluding overhang is 3-8 -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 ABCC94 Ply: 1 SEAN: 17741 / T41 / COMN AnastasiaA9 Qty: 1 FROM: DRW: T03 Wgt: 64.4 Ibs ... / ... 12/09/15 8'11 "8 17'11" - 8'11 "8 I 811 "8 I 12 C ie 6X6(R 1) 4 p S. co _ III3X8(E5) X4 B D 3X4 _ A. i ' E 1113X8(E5) 1 11 1 r. 0 1 0'1'2 , -=-F 5 L 8'11 "8 8'11 "8 811 "8 I 17'11" 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 Cc: NA VERT(LL): 0.112 B 999 240 A 580 / 182 / 261 / - / 65 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.299 B 720 214 E 580 / 182 / 261 / - / - / - BCDL: 5.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.044 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP: C , HORZ(TL): 0.119 B - - A Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 1.5 E Min Brg Width Req = - Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.619 Bearing A Fcperp = 565psi. Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.707 Spacing: 24.0 " MWFRS Parallel Dist: h/2 to h Rep Factors Used: Yes Max Web CSI: 0.503 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 1113 -1672 C - D 439 -1036 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 B - C 439 -1036 D - E 1113 -1672 Lumber Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (lbs) Top chord 2x4 SP M -30 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP #2 A - F 934 - 343 F - E 934 -343 Webs 2x4 SP #3 :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' Maximum Web Forces Per Ply (lbs) Lumber value set "13B" uses design values Webs Tens.Comp. approved 1/30/2013 by ALSC C - F 289 0 Plating Notes Plates sized for a minimum of 4.00 sq.in. /piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 17.92 BC 120 0.00 17.92 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind Toads based on MWFRS with additional C &C member design. Additional Notes The overall height of this truss excluding overhang is 3-8 -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 UOIMMETI PE No. 60839 PE No. 58544 PE No. 71457 ABCC94 Ply: 1 SEQN: 17745 / T50 / MONO AnastasiaA9 Qty: 1 FROM: DRW: T04 Wgt: 35.0 Ibs ... / ... 12/09/15 4'4 "8 7' 4'4 "8 2'7"8 III2X4 4 12 . � 04X5 C 3X4 B III3X8(E5 d A _�- • .. ■ ■ imr, 10'1 "2 =4X5 E 4'1 "12 III$X4 2.9 "4 4'2 "12 2V4 4 4'2 '12 7' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl /CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7 -10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 130 mph Pf: NA Ce: NA VERT(LL): 0.016 B 999 240 A 120 /43 /- /- /- /3.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.033 B 999 180 F 542 / 162 / - / - / - / 5.5 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.006 B - - E 374 / 125 / - / - / - / - Des Ld: 32.00 EXP: C HORZ(TL): 0.014 B - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 1.5 A Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.229 F Min Brg Width Req = 1.5 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.969 E Min Brg Width Req = - Load Duration: 1.25 P Bearings A & F Fcperp = 565psi. Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: Yes Max Web CSI: 0.111 C &C Dist a: 3.00 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 Lumber Additional Notes A - B 321 -367 C - D 19 -42 Value Set: 13B (Effective 6/1/2013) The overall height of this truss excluding overhang is B C 40 86 Top chord 2x4 SP #2 3 -0 -2. Bot chord 2x4 SP #2 Maximum Bot Chord Forces Per Ply (lbs) Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' A - F 68 - 32 F - E 78 -36 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (lbs) Special Loads Webs Tens.Comp. Webs Tens. Comp. - - -- (Lumber Dur.Fac. =1.25 / Plate Dur.Fac. =1.25) F - C 78 -159 D - E 21 - 59 TC- From 55 plf at 0.00 to 55 plf at 7.00 C - E 40 -83 BC- From 10 plf at 0.00 to 10 plf at 7.00 BC- 580 lb Conc. Load at 5.73 Plating Notes Plates sized for a minimum of 4.00 sq.in. /piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.00 BC 84 0.00 7.00 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 Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No. 60839 PE No 58544 PE No. 71457 ABCC94 Ply: 1 SEQN: 17876 / T14 / SPEC AnastasiaA9 Qty: 1 FROM: DRW: TO5 Wgt: 218.4 Ibs ... / ... 12/09/15 10'11 6'2" 8'11 "g 1 1'111 17'11'7 20'11" 25'0 "2 31'1"15 37'7" 44'7" I 6 , 2 " I 2 , 9 „ 8 I I 7 , 0 „ I 2,11, I 4'1 "2 I 6 , 1 „ I 671 I 7 ' I 12 4 - p 5 T4 T C 5XX E 5X7 = 4 . = ) . : Itl4X8(E5) �2X4 _ ' _ 42.8 _6K3X41) T 1 A A4 r ` . ' F _ l�� .. 10 ' 1 " m. 8 =4X5 m 8 =4X10 1 9 = 8 =4X5 1112X4 T S R Q P 0 N M 1 2576 =4X10 19710 10 1 8'11 "8 I 2'3" II 4'9 "8 1 2'4 "7 I 72"3 1 3'0 "6 1 2'11"15 5'10"5 , T1 "12 1 8'11 "8 11'2" $ 16' 18'4" 25 28'7" 31'6"15 37 44 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl /CSI 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 Pf: NA Ce: NA VERT(LL): 0.119 M 999 305 A 692 / 220 / - / - / - / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.249 M 924 305 p 3398 / 1097 / - / - / - / 7.8 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.038 M - - L 1120 / 326 / - / - / - / 3.5 Des Ld: 32.00 EXP: C HORZ(TL): 0.072 M - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 1.5 A Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.896 P Min Brg Width Req = 4.0 Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.987 L Min Brg Width Req = 1.5 Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: Yes Max Web CSI: 0.909 Bearings A, P, & L Fcperp = 565psi. C &C Dist a: 4.46 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (lbs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 Lumber Special Loads A - B 532 -1766 G - H 204 -727 B - C 478 -1421 H - I 2174 -696 Value Set: 13B (Effective 6/1/2013) - -- (Lumber Dur.Fac. =1.25 / Plate Dur.Fac. =1.25) C - D 362 -1186 I - J 381 -1574 Top chord 2x4 SP #2 :T4 2x4 SP M -30: TC- From 55 plf at 0.00 to 55 plf at 8.96 D - E 363 -1184 J - K 743 -2577 Bot chord 2x4 SP #2 TC- From 55 plf at 8.96 to 55 plf at 10.92 TC- From 55 p11 at 10.92 to 55 plf at 17.98 E - F 436 -1401 K - L 758 -2653 Webs 2x4 2x4 #3 :W7 2x4 K #2: TC- From 27 If at 17.98 to 27 If at 20.92 F - G 204 -727 Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' P p :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' TC- From 27 plf at 20.92 to 27 plf at 37.58 TC- From 55 plf at 37.58 to 55 plf at 44.58 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "13B" uses design values BC- From 10 plf at 0.00 to 10 plf at 16.00 approved 1/30/2013 by ALSC BC- From 5 plf at 16.00 to 5 plf at 28.58 Chords Tens.Comp. Chords Tens. Comp. BC- From 5 plf at 28.58 to 5 plf at 37.57 A - T 1311 -435 P - 0 1496 - 371 Bracing BC- From 10 plf at 37.57 to 10 plf at 44.58 T - S 1422 -446 O - N 1496 -371 (a) Continuous lateral restraint equally spaced on TC- 57 Ib Conc. Load at 19.52,21.52 S - R 793 -230 N - M 2421 -684 member. TC- 16 Ib Conc. Load at 23.52 R - Q 793 -230 M - L 2393 -683 TC- 176 Ib Conc. Load at 25.52,27.52,29.52,31.52 Q P 630 2002 Plating Notes 33.52,35.52 TC- 263 Ib Conc. Load at 37.57 Plates sized for a minimum of 4.00 sq.in. /piece. BC- 374 Ib Conc. Load at 17.98 Maximum Web Forces Per Ply (lbs) Purlins BC- 21 Ib Conc. Load at 19.52,21.52 Webs Tens.Comp. Webs Tens. Comp. BC- -10 Ib Conc. Load at 23.52 In lieu of structural panels or rigid ceiling use purlins BC- 99 Ib Conc. Load at 25.52,27.52,29.52,31.52 C - T 143 -295 Q - H 2832 -896 to laterally brace chords as follows: 33.52,35.52 D - T 708 -211 H - P 623 -1616 Chord Spacing(in oc) Start(ft) End(ft) BC- 434 Ib Conc. Load at 37.57 T - E 206 -573 P - I 1177 -3664 TC 24 0.00 44.58 E - S 98 -216 I - N 800 - 91 BC 43 0.00 44.58 S - F 697 -222 N - J 333 -1107 Apply purlins to any chords above or below fillers F - Q 244 -624 M - J 538 17 at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Additional Notes The overall height of this truss excluding overhang is 3 -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 'A°P:( Michael G Kozlowski Jeffrey P Arneson Derek B Murray LiECEORSEEI PE No. 60839 PE No. 58544 PE No. 71457 ABCC94 Ply: 1 SEQN: 17789 / T33 / SPEC AnastasiaA9 Qty: 2 FROM: DRW: T06 Wgt: 275.8 Ibs ... / ... 12/09/15 8'0 "2 I 138 8 I- 1 "7 I _ 25'5"10 I 30'10"9 I- 36'6"15 I 44'7" 8'02 5'8 "6 5'4 "14 6'4 "3 5'4 "15 5'8"7 8'0"1 X7 -- "7 - 12 9 1, D G a4X8 pi4X8 i '� (a) (a)r 4 12 6X6(SRS) (a) H T 1,5X7(SRS) 0 : rX4 I `_ _ __11111111111111111:113Xlm 1 QIII4X8AE 8 io _L 1 °ri = - 10'1"2 1112X4 =4X5 '8 =4X5 =6X* .3 8 =4X5 1112X4 R 0 P 0 N M L K i 258 "4 1- 18'9"12 1 716'6 66'10 I- I 27" ' 3'1 "7 6'4 "1 I 3'1 "8 I 271 5 "11 , 7' 10 "5 7'1 "6 13'5" 16' 19'1 "7 25'5 "8 287" 31'2 "1 36'8"11 44'7" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl!CSI Criteria • Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7 -10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 130 mph Pf: NA Ce: NA VERT(LL): 0.117 1 999 305 A 655 / 182 / 340 / - / 327 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.247 I 928 305 N 2053 / 626 / 927 / - / - / 5.5 BCDL: 5.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.045 B - - J 409 / 114 / 239 / - / - / 3.5 Des Ld: 32.00 EXP: C HORZ(TL): 0.094 B - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 16.27 ft Code I Misc Criteria Creep Factor: 1.5 A Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.802 N Min Brg Width Req = 2.0 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.510 J Min Brg Width Req = 1.5 Load Duration: 1.25 P Bearings A, N, & J Fcperp = 565psi. Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: Yes Max Web CSI: 0.918 C &C Dist a: 4.46 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 Lumber A - B 1410 -1981 F - G 759 -136 B - C 728 -1255 G - H 414 -89 Value Set: 13B (Effective 6/1/2013) C - D 372 -643 H - I 308 -576 Top chord 2x4 SP #2 D - E 217 -174 I - J 1563 -1785 Bot chord 2x4 SP #2 E - F 545 -16 Webs 2x4 SP #3 :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' Maximum Bot Chord Forces Per Ply (lbs) Lumber value set "13B" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC A - R 1141 - 601 N - M 314 -313 Bracing R - Q 1137 -602 M - L 314 -313 Q - P 421 - 246 L - K 498 -212 (a) Continuous lateral restraint equally spaced on P - 0 421 - 246 K - J 503 -209 member. 0 - N 332 - 236 Plating Notes Maximum Web Forces Per Ply (lbs) Plates sized for a minimum of 4.00 sq.in. /piece. Webs Tens.Comp. Webs Tens. Comp. Purlins R - C 218 0 N - F 277 -712 In lieu of structural panels or rigid ceiling use purlins C - Q 694 - 806 N - G 452 - 530 to laterally brace chords as follows: Q - D 438 -299 G - L 333 - 234 Chord Spacing(in oc) Start(ft) End(ft) D - 0 506 -616 L - H 572 -608 TC 24 0.00 44.58 E - O 550 - 365 H - K 235 0 BC 75 0.00 44.58 Apply purlins to any chords above or below fillers E - N 515 -1005 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 11 -8 -2. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray T E C H N O L O G Y PE No. 60839 PE No. 58544 PE No. 71457 ABCC94 Ply: 1 SEQN: 17781 / T6 / SPEC AnastasiaA9 Qty: 2 FROM: DRW: T07 Wgt: 306.6 Ibs ... / ... 12/09/15 8'0"2 I 13'8 "8 , 19'1"7 I 24'1"12 ,25'10 31'0"5 , 36'6 "15 , 447" 8'0 "2 5'8 "6 5'4"14 5'0 "5 1 1'314 5'6 "11 5'6"11 8'0"1 6X8 X7 II / X4 C ' 12 9 044X8 0 k I13X3 css (a) (a) 4 12 C (a) �SXI (SR T ‘5X7(SRS) 5) X4 i` _ , ��`- 6X12++ 113X8(E5) co X114 8dE� � - =5X5 _ . 4 i �L�11'1 "2 1 - = = _ ,.8 � = P =o toLi�l :10'1 ^2 W V U T S N 1 24'5'4 j 20'112 1 rum I _ 2'1 "10 I 58 "6 , 52"1 , 6813 I 3'3 I 2'6 "15 431 i 3 7'10 "6 10'' 3'S" I 19'1"7 24'3"8 31'0"5 34'3 "8 3610" 41'1 "8 447" Loading Criteria (psf) Wind Criteria 135 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria • Maximum Reactions (lbs) TCLL: 20.00 Wind Std: ASCE 7 -10 Pg: NA Ct: NA CAT: NA PP Deflection in loc IJdefl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 130 mph Pf: NA Ce: NA VERT(LL): 0.176 J 999 288 A 740 / 579 / 600 / - / 329 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.361 J 683 288 R 2176 / 563 / 1032/ - / - / 3.5 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.145 0 - - L 507 / 206 / 339 / - / - / 5.5 Des Ld: 32.00 EXP: C HORZ(TL): -0.232 Q - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 16.27 ft Code / Misc Criteria Creep Factor: 1.5 A Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.812 R Min Brg Width Req = 2.6 Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.999 L Min Brg Width Req = 1.5 Spacing: 24.0 " MWFRS Parallel Dist: h/2 to h Rep Factors Used: Yes Max Web CSI: 0.815 Bearings A, R, & L Fcperp = 565psi. C &C Dist a: 4.46 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (lbs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver. 15.01.02F1.1028.19 Lumber Loading A - B 1823 -2281 G - H 813 -748 Value Set: 13B (Effective 6/1/2013) Truss transfers a maximum horizontal load of B - D 1554 -1202 H - I 475 43 1170 # ( 26.24 plf) along top chord, from either C - D 1171 1 -1202 I - J 702 -111143 Top chord 2x4 SP #2 direction, to supports where indicated. Diaphragm and D - E 902 - 829 J - K 545 -932 Bot chord 2x4 SP #2 p E - F 753 - 561 K - L 580 - 961 Webs 2x4 SP #3 :W7 2x4 SP M -30: connections are to be designed by Engineer of Record. :W14 2x8 SP #2: Drag Loads: Force( #) (PLF) Mbr Start End F - G 608 -409 :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' Case 1: 1170 26.24 TC 0.00 44.58 :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' 1170 206.47 BC 0.00 5.67 Maximum Bot Chord Forces Per Ply (lbs) Case 2: 1170 26.24 TC 0.00 44.58 Chords Tens.Comp. Chords Tens. Comp. Lumber value set "13B" uses design values 1170 206.47 BC 0.00 5.67 approved 1/30/2013 by ALSC Case 3: 1170 26.24 TC 0.00 44.58 A - W 1362 -1281 R - 0 254 - 313 1170 206.47 BC 0.00 5.67 W - V 1358 - 541 Q - P 1031 - 569 Bracing Case 4: 1170 26.24 TC 0.00 44.58 V - U 1358 - 541 P - 0 1031 - 569 (a) Continuous lateral restraint equally spaced on 1170 206.47 BC 0.00 5.67 U - T 579 -354 0 - M 2419 -1354 member. Drag Load for wind only. T - S 410 -383 N - L 852 -471 Plating Notes Truss passed check for 20 psf additional bottom chord live load in areas with 42" -high x 24" -wide Maximum Web Forces Per Ply (Ibs) ( + +) - This plate works for both joints covered. clearance. Webs Tens.Comp. Webs Tens. Comp. Plates sized for a minimum of 4.00 sq.in. /piece. Additional Notes W - C 216 0 R - G 208 -784 Purlins Negative reaction(s) of -579# MAX. (See Max C - U 488 - 875 G - Q 934 - 541 In lieu of structural panels or rigid ceiling use purlins Reactions table above) Requires uplift connection. U - D 539 -199 Q - H 332 -363 to laterally brace chords as follows: The overall height of this truss excluding overhang is D - T 386 -672 Q - I 575 -904 Chord Spacing(in oc) Start(ft) End(ft) 11 -8 -2. E - T 728 -291 1 - 0 264 -71 TC 24 0.00 44.58 E - S 376 -1056 0 - J 781 -1369 BC 61 0.00 24.00 S - R 994 -347 J - M 191 -259 BC 72 24.01 41.26 F - R 188 -308 M - N 129 -55 BC 38 41.43 44.58 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C &C member design. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No. 60839 PE No. 58544 PE No. 71457 i ABCC94 Ply: 1 SEQN: 17787 / T15 / SPEC AnastasiaA9 Qty: 5 FROM: DRW: T08 Wgt: 306.6 Ibs ... / ... 12/09/15 8'0 "2 13'8"8 19'1"7 24'1'12 ,25'5" 3117'5 36'6'15 44'7" 8'0 "2 I 5'8 "6 I 5'4 "14 I 5'0 "5 1 1 , 3 "14 56 "11 I 56'11 I g "1 pp 6X8 X7 117X' G I. o 12 9 04X8 D Fi 1113X3 N (a) (a) 12 �5X7(SRS) 4 l'' 'M5X7(SRS)� �� T 6l3Xq I _ ��` =6X12+ 1113X8(65) vp14X8AE5)B - �_' K�3 4 11 "2 ro _L .1 2-'3 ; i _ Q� P 0 . M , 14 1 ::10,1 „2 W V U T S N j 24'5 "4 , 20'1'12 j 7'10 "6 2'1'1 5'8 "6 5'2 "1 6'8'13 3'3 "3 2'6 "15 4'3 "1 3'S "8 710 "6 I 10' 3 5 19 7 ( 24'3 . '8 I 310"5 I 343 "8 1 36104 411'6 I 44 I Loading Criteria (psf) Wind Criteria I 13 ' 5 " ( Snow Criteria (Pg,Pf in PSF) Defl /CSI Criteria • Maximum Reactions (lbs) TCLL: 20.00 Wind Std: ASCE 7 -10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 130 mph Pf: NA Ce: NA VERT(LL): 0.176 J 999 288 A 740 / 241 / 351 / - / 327 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.359 J 688 288 R 2176 / 454 / 838 / - / - / 3.5 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.126 Q - - L 507 / 206 / 339 / - / - / 5.5 Des Ld: 32.00 EXP: C HORZ(TL): -0.232 Q - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 16.27 ft Code / Misc Criteria Creep Factor: 1.5 A Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.812 R Min Brg Width Req = 2.6 Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.999 L Min Brg Width Req = 1.5 MWFRS Parallel Dist: h/2 to h Rep Factors Used: Yes Max Web CSI: 0.815 Bearings A, R, & L Fcperp = 565psi. Spacing: 24.0 " P C &C Dist a: 4.46 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (lbs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 Lumber Loading ' A - B 976 -1886 G - H 534 - 378 Value Set: 13B (Effective 6/1/2013) Truss passed check for 20 psf additional bottom B - D 424 --847 I-1- I 304 343 chord live load in areas with 42" -high x 24" -wide C - D 424 -847 I - J 702 -1143 Top chord 2x4 SP #2 D - E 333 - 315 J - K 545 - 932 Bot chord 2x4 SP #2 clearance. E - F 382 -1 K - L 580 - 961 Webs 2x4 SP #3 :W7 2x4 SP M -30: Additional Notes F - G 405 0 :W14 2x8 SP #2: :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' The overall height of this truss excluding overhang is :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' 11 -8 -2. Maximum Bot Chord Forces Per Ply (lbs) Lumber value set "13B" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC A - W 1362 -540 R - 0 235 -298 Bracing W -V 1358 -541 Q - P 1031 -569 V - U 1358 -541 P - O 1031 -569 (a) Continuous lateral restraint equally spaced on U - T 579 - 243 0 - M 2419 -1354 member. T - S 206 -179 N - L 852 -471 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. W- C 216 0 R- G 208 -784 Purlins C - U 488 -875 G - Q 934 -541 In lieu of structural panels or rigid ceiling use purlins U - D 539 -199 Q - H 332 -362 to laterally brace chords as follows: D - T 386 - 672 Q -1 575 -893 Chord Spacing(in oc) Start(ft) End(ft) E - T 728 -291 I - 0 264 -71 TC 24 0.00 44.58 E - S 316 -1056 0 - J 781 -1369 BC 75 0.00 24.00 S - R 994 - 261 J - M 191 - 259 BC 72 24.01 41.26 F - R 188 -308 M - N 129 -55 BC 38 41.43 44.58 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C &C member design. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray T E C H N O L O G Y PE No 60839 PE No. 58544 PE No. 71457 ABCC94 Ply: 1 SEQN: 17784 / T8 / SPEC AnastasiaA9 Qty: 1 FROM: DRW: T09 Wgt: 310.8 Ibs ... / ... 12/09/15 5'6"8 8'0 "2 13'8 "8 19'1 "7 24'1"12 ,25.5710 31'0"5 36'6"15 44'7" 56 "8 I 2'5"1d 5,86 1 54 "14 I 5'0 "5 1 1'3" 14 56"11 I 5611 I 891 I X8 G = 117 H 12 9 04X8 E X3 i (a) (a) 4 p D (a ) T 7(SRS) • 06X6(SRS) �2X4 i' =6X6='1) •.,� ik reiraim _ - ` =6X12 + +1 Iry3X8(E5) "v o5X5B L�3 4 cn A .. ��it'1 "2 L i_ 2--2 =5X5 _�' - r��_ � R Q P N ..10'1 "2 _ _ X W V U T 0 1 24'5"4 1 20112 1 76"10 I 2'3 "6 3'5" I 58"6 I . 52"1 I 6'8"13 I 99'3 34'3 "8 I 36 2'6"15, 4 I 3'5'8 7'8 "10 10' 13'5" 1917 24'3"8 31'0"5 '10' 41'1 "8 44'7" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria • Maximum Reactions (lbs) TCLL: 20.00 Wind Std: ASCE 7 -10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 130 mph Pf: NA Cc: NA VERT(LL): 0.196 D 999 288 A 737 / 1381 / 1403/ - / 333 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.360 K 685 288 s 2184 / 1310 / 1780/ - / - / 3.5 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.238 K - - M 506 / 203 / 339 / - / - / 5.5 Des Ld: 32.00 EXP: C HORZ(TL): -0.274 K - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 16.27 ft Code / Misc Criteria Creep Factor: 1.5 A Min Brg Width Req = 1.7 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.944 S Min Brg Width Req = 2.6 Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.993 M Min Brg Width Req = 1.5 Spacing: 24.0 " MWFRS Parallel Dist: h/2 to h Rep Factors Used: Yes Max Web CSI: 0.986 Bearings A, S, & M Fcperp = 565psi. C &C Dist a: 4.46 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (lbs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 Lumber Loading A - B 3674 -3737 G - H 1240 -1041 Value Set: 13B (Effective 6/1/2013) Truss transfers a maximum horizontal load of B - D 3573 -3629 - I 1472 -8 I - - J 847 811 9 2980 # ( 66.84 plf) along top chord, from either C - D 3364 -3437 Top chord 2x4 SP #2 direction, to supports where indicated. Diaphragm and D - E 2776 - 2816 J - K 687 -1137 Bot chord 2x4 SP #2 connections are to be designed by Engineer of Record. E - F 2057 -1986 K - L 537 -929 Webs 2x4 SP #3 :WS 2x4 SP M -30: :W15 2x8 SP #2: Drag Loads: Force( #) (PLF) Mbr Start End F - G 1602 -1409 L - M 573 -958 :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' Case 1: 2980 66.84 TC 0.00 44.58 :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' 2980 415.81 BC 5.00 12.17 Maximum Bot Chord Forces Per Ply (Ibs) Case 2: 2980 66.84 TC 0.00 44.58 Chords Tens.Comp. Chords Tens. Comp. Lumber value set "13B" uses design values 2980 415.81 BC 5.00 12.17 approved 1/30/2013 by ALSC Case 3: 2980 66.84 TC 0.00 44.58 A - X 3253 -3250 S - R 512 -567 2980 415.81 BC 5.00 12.17 X - W 2316 -2260 R - Q 1026 -557 Bracing Case 4: 2980 66.84 TC 0.00 44.58 W - V 1367 -1311 Q - P 1026 -557 (a) Continuous lateral restraint equally spaced on 2980 415.81 BC 5.00 12.17 V - U 692 -560 P - N 2412 -1336 member. Drag Load for wind only. U - T 743 -716 0 - M 849 -464 Plating Notes Truss passed check for 20 psf additional bottom chord live load in areas with 42" -high x 24" -wide Maximum Web Forces Per Ply (Ibs) ( + +) - This plate works for both joints covered. clearance. Webs Tens.Comp. Webs Tens. Comp. Plates sized for a minimum of 4.00 sq.in. /piece. Additional Notes C - X 302 -318 S - H 573 -784 Purlins Negative reaction(s) of -1381# MAX. (See Max X - D 344 -251 H - R 933 -538 In lieu of structural panels or rigid ceiling use purlins Reactions table above) Requires uplift connection. D - V 990 -985 R - I 332 -363 to laterally brace chords as follows: The overall height of this truss excluding overhang is V - E 521 -457 R - J 570 -902 Chord Spacing(in oc) Start(ft) End(ft) 11 -8 -2. E - U 393 -682 J - P 264 -71 TC 24 0.00 44.58 F - U 734 -296 P - K 775 -1367 BC 35 0.00 24.00 F - T 748 -1069 K - N 188 -258 BC 72 24.01 41.26 T - S 1015 -703 N - O 129 - 55 BC 38 41.43 44.58 G - S 192 - 314 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C &C member design. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 APE ;\( Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No. 60839 PE No. 58544 PE No. 71457 ABCC94 Ply: 1 SEQN: 17772 / T55 / SPEC AnastasiaA9 Qty: 8 FROM: DRW: T10 Wgt: 275.8 Ibs ... / ... 12/09/15 8'0 "2 13'8"8 1 9'1 "7 25'5"10 30'10 "9 36'6"15 44'7" 1 8'0"2 1 58"6 1 54 "14 1 6'4 "3 FF1 54 "15 1 58 "7 1 8'0"1 =5X7 5X7 Z G N4X8 of N. (a) OD 4 12 6X6(SRS) T1 (a) H 6X6(SRS) , T 4X5 (a) (a) 1 6X8(E1) 6X8(E1 TS B J',-----4X5 AA j _ 1 - 11 ., .4.- / 010'1"2 1112X4 °4X5 ° =4X5 = • 8 ° 8 =4X5 1112X4 R Q P 0 N M L K 710 "6 56 "10 27" 3'1"7 677 372 271 5'6 "11 7'10 "5 1 7'10 "6 1 13'5" I 16' 1 19'1 7 1 25'3"14 1 28'7" 1 31'2"1 36'8"11 1 447" 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 Ioc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 130 mph Pf: NA Ce: NA VERT(LL): 0.378 0 999 535 A 1649 / 163 / 737 / - / 327 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.688 0 777 535 J 1643 / 163 / 737 / - / - / 5.5 BCDL: 5.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.132 K - - Wind reactions based on MWFRS Des Ld: 32.00 EXP: C HORZ(TL): 0.241 K - - A Min Brg Width Req = 1.9 NCBCLL: 10.00 Mean Height: 16.27 ft Code / Misc Criteria Creep Factor: 1.5 J Min Brg Width Req = 1.9 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.613 Bearings A & J Fcperp = 565psi. Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.970 Spacing: 24.0 " MWFRS Parallel Dist: h to 2h Rep Factors Used: Yes Max Web CSI: 0.895 Maximum Top Chord Forces Per PIy (Ibs) C &C Dist a: 4.46 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 1440 -4025 F - G 931 -2201 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 B - C 1430 -3993 G - H 1103 -2977 Lumber Wind C - D 1103 -2991 H - 1 1430 -3977 Value Set: 13B (Effective 6/1/2013) Wind loads based on MWFRS with additional C &C E - E 937 -2228 I - J 1440 -4009 E - F 816 -1696 Top chord 2x4 SP #2 :T1, T5 2x4 SP M -30: member design. Bot chord 2x4 SP #2 Additional Notes Maximum Bot Chord Forces Per PIy (Ibs) Webs 2x4 SP #3 :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' 11 -8 -2. A - R 3719 -1281 N - M 2280 -650 Lumber value set "13B" uses design values R - Q 3718 -1283 M - L 2280 -650 approved 1/30/2013 by ALSC 0 - P 2291 - 650 L - K 3703 -1284 Bracing P - O 2291 -650 K - J 3703 -1281 0 - N 1705 - 360 (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. R - C 169 -8 N - F 932 -356 C - Q 716 -1606 N - G 481 -969 Purlins Q - D 906 -319 G - L 907 -317 In lieu of structural panels or rigid ceiling use purlins D - 0 482 -969 L - H 716 -1601 to laterally brace chords as follows: E - 0 967 -347 H - K 168 - 8 Chord Spacing(in oc) Start(ft) End(ft) E - N 211 -249 TC 24 0.00 44.58 BC 116 0.00 44.58 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 APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray ECEOZEIECCEI PE No. 60839 PE No 58544 PE No. 71457 ABCC94 Ply: 1 SEQN: 17864 / T25 / SPEC AnastasiaA9 Qty: 1 FROM: DRW: T11 Wgt:271.6Ibs ... / ... 12/09/15 8'0 "2 I 13 "8 I 19 "7 I 25'5"10 I 31'0"5 I 36'6"15 I 44'7" 8 '0"2 5 '8 "6 5 "14 6 '4 "3 5 '6"11 5 '6"11 8 '0"1 - yg 7 8 12 9 04X8 1(a) C' 4X8 t. 1. 12 4 p T w5X7(SRS) O 5X7(SRS) T. 0 3X4 I M4 T X8(E5)B ` ... AIIIIIIIki f 1 A. 1 -vi 192X4 °4X5 = 8 8 p1 m3 "8 r7 1112X4 - - X 101 2 R Q P 0 � N M L K 1 26'11 "2 15 6'10"11 1X5 10'8 "2 710 "6 6610 27" 3'3 "3 7'8" 1'7 "1 5'2"14 '10 "1 7'10 "5 7'10 "6 I- 13'5" ( 16' I 19'3 "3 I 26'11 "2 1 28' 33'9"14 I 2 36'8"1 44'7" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria • Maximum Reactions (lbs) TCLL: 20.00 Wind Std: ASCE 7 -10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 130 mph Pf: NA Ce: NA VERT(LL): 0.117 1 999 323 A 739 / 83 / 389 / - / 327 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.262 I 493 323 N 1758 / 188 / 952 / - / - / 7.8 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.043 B - - L 411 / 177 / 255 / - / - / 7.8 Des Ld: 32.00 EXP: C HORZ(TL): 0.092 B - - S 322 / 64 / 180 / - / - / 10.7 NCBCLL: 10.00 Mean Height: 16.27 ft Code / Misc Criteria Creep Factor: 1.5 Wind reactions based on MWFRS Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.806 A Min Brg Width Req = 1.5 Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.553 N Min Brg Width Req = 2.1 MWFRS Parallel Dist: h to 2h Rep Factors Used: Yes Max Web CSI: 0.905 L Min Brg Width Req = 1.5 Spacing: 24.0 " P S Min Brg Width Req = 1.5 C &C Dist a: 4.46 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: Bearings A, N, L, & S Fcperp = 565psi. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 Maximum Top Chord Forces Per Ply (lbs) Lumber Additional Notes Chords Tens.Comp. Chords Tens. Comp. Value Set: 13B (Effective 6/1/2013) Negative reaction(s) of -177# MAX. (See Max A - B 936 -1970 F - G 580 - 58 Top chord 2x4 SP #2 Reactions table above) from a non -wind load case B - C 620 -1487 G -II 261 29 Bot chord 2x4 SP #2 requires uplift connection. C - D 409 -839 H - 1 115 -338 Webs 2x4 SP #3 The overall height of this truss excluding overhang is D - E 311 - 338 1 - J 1153 -1344 :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' 11 -8 -2. E - F 319 -196 :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing A - R 1360 -520 N - M 213 -263 (a) Continuous lateral restraint equally spaced on R - Q 1356 -522 M - L 213 -263 member. Q - P 573 -203 L - K 273 - 58 Plating Notes P - 0 573 -203 K - J 278 -57 0 - N 312 -248 Plates sized for a minimum of 4.00 sq.in. /piece. Purlins Maximum Web Forces Per Ply (Ibs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: R - C 211 0 F - N 473 -1359 Chord Spacing(in oc) Start(ft) End(ft) C - Q 483 -883 N - G 315 -381 TC 24 0.00 44.58 Q - D 476 -202 G - L 329 -119 BC 75 0.00 44.58 D - 0 378 -609 L - H 309 -493 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. E - 0 67 -223 H - K 210 0 0 - F 876 -366 Wind Wind loads based on MWFRS with additional C &C member design. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Honda 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 ABCC94 Ply: 1 SEQN: 17862 / T13 / SPEC AnastasiaA9 Qty: 1 FROM: DRW: T12 Wgt: 232.4 lbs ... / ... 12/09/15 1'5 "S 6'8 "14 11'11 "8 16'11" 22'6'8 23'7" 274" 32'6'4 377" 447" 1- 1 , 5 "8 53 "6 I 52" 10 I 4'11 "8 I 67"8 1 1'0 ,1 8 3'9" 5'7'4 I 5'0 "12 I 7' 12 p T 4p• m 5X5 T4 3X8 C . � 7 T3 F G 4:' 1 1 8 6X T 32 c 1112X4 y/2g 3X8 / I I K N e=A WM- o �' - `..� __ r ( 10'1 "2 L ji112k4 - ` _ , _ . _ . r r W V U T S R Q P O N M 1' 1112X4 =5X5 X10 �- 1 21'6'4 21'9'12 L 14 ., 12 5'2"10 I 56 2 I 4'0"8 ,1'23 5 '9" I 4'9"8 11 101 4212 I 47"8 I 7 "12 1 12 2 6'5'6 11'11 "8 16' 17' ' 8 22'11 "8 27'9" 8' " 3212 37'5 4 44'7" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl /CSI Criteria • Maximum Reactions (lbs) TCLL: 20.00 Wind Std: ASCE 7 -10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 130 mph Pf: NA Ce: NA VERT(LL): 0.160 N 999 261 V 514 / 160 /- /- /- / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.331 N 787 261 Q 3258 / 1039 / - / - / - / 5.5 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.038 M - - L 1353 / 411 / - / - / - / 3.5 Des Ld: 32.00 EXP: C HORZ(TL): 0.072 M - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft C ode / Misc Criteria C reep Factor: 1.5 V Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.803 Q Min Brg Width Req = 3.5 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.979 L Min Brg Width Req = 1.6 Load Duration: 1.25 P Bearings V, Q, & L Fcperp = 565psi. Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: Yes Max Web CSI: 0.828 C &C Dist a: 4.46 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (lbs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 15.01.02F1.1028.19 Lumber Plating Notes A - B 33 -86 G - H 2240 -711 Value Set: 13B (Effective 6/1/2013) All plates are 4X5 except as noted. B - D 201 -402 H - I 306 - I C - D 315 -402 I - J 848 -2865 Top chord 2x4 SP #2 :T3, T4 2x4 SP M -30: (**) 1 plate(s) require special positioning. Refer to D - E 316 -401 J - K 966 -3188 Bot chord 2x4 SP #2 scaled plate plot details for special positioning E - F 1093 -199 K - L 981 -3327 Webs 2x4 SP #3 :W1 2x10 SP #2: requirements. F - G 2240 -711 :W2 2x6 SP #2: Plates sized for a minimum of 4.00 sq.in. /piece. :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' Lumber value set "13B" uses design values Purlins Maximum Bot Chord Forces Per Ply (lbs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. In lieu of structural panels or rigid ceiling use puffins Bracing to laterally brace chords as follows: W - V 96 -17 Q - P 1091 -277 Chord Spacing(in oc) Start(ft) End(ft) V - U 184 -58 P - 0 2829 -848 (a) Continuous lateral restraint equally spaced on TC 24 0.00 44.58 U - T 575 -175 0 - N 2829 - 848 member. BC 43 0.00 44.58 T - S 202 -1054 N - M 2990 -892 Apply purlins to any chords above or below fillers S - R 202 -1054 M - L 2965 - 891 Special Loads at 24" OC unless shown otherwise above. R - Q 659 -2107 (Lumber Dur.Fac. =1.25 / Plate Dur.Fac. =1.25) TC- From 55 plf at 0.00 to 55 plf at 11.96 Wind TC- From 55 plf at 11.96 to 55 plf at 16.92 Wind loads and reactions based on MWFRS. Maximum Web Forces Per Ply (lbs) TC- From 55 pif at 16.92 to 55 plf at 23.58 Webs Tens.Comp. Webs Tens. Comp. TC- From 27 plf at 23.58 to 27 pif at 37.58 Left cantilever is exposed to wind TC- From 55 plf at 37.58 to 55 p11 at 44.58 A - W 14 -17 R - F 1637 -516 BC- From 10 pif at 0.00 to 10 plf at 16.00 Additional Notes V - B 194 -488 F-0 488 -1249 BC- From 10 pif at 16.00 to 10 plf at 23.52 The overall height of this truss excluding overhang is B - U 452 -114 Q - H 1146 - 3574 BC- From 5 pif at 23.52 to 5 plf at 28.58 4-8-0. U - C 87 -19 H - P 1243 -272 BC- From 5 plf at 28.58 to 5 plf at 37.57 C - T 131 -400 P - I 624 -1939 BC- From 10 plf at 37.57 to 10 plf at 44.58 T - E 873 -260 I - N 375 0 TC- 176 Ib Conc. Load at 23.52,25.52,27.52,29.52 D - T 169 -270 N - J 51 -223 31.52,33.52,35.52 E - R 273 -720 M - J 492 -14 TC- 263 Ib Conc. Load at 37.57 BC- 99 Ib Conc. Load at 23.52,25.52,27.52,29.52 31.52,33.52,35.52 BC- 434 Ib Conc. Load at 37.57 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray T E C H N O L O G Y PE No 60839 PE No 58544 PE No. 71457 ABCC94 Ply: 1 SEAN: 17836 / T26 / SPEC AnastasiaA9 Qty: 4 FROM: DRW: T13 Wgt: 121.8 Ibs ... / ... 12/09/15 1'5 "8 6'8 "14 11'11 "8 17'3 "8 22'11" I 1'5 "8 I 5'3 "6 I 5'2 "10 I 5'4" I- 5'7 "8 I D =.-4X4 - 104 C E �4X5 -v _ F 3X4 III2X4A IIIH0310(E5) T , - f G , III2 ") = °: m �X5 3X4 =4X10 1113X3 H 1h 10'1 "2 III2X4 L 4 � I- 1' 1- 21'11" 1 1'2"12 1 5'2 "10 I 3'6 "10 I l'11"8 I 5'5 "12 I 5'5 "12 1212 6'5 "6 10' 11'11 "8 17'5 "4 2711" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl /CSI Criteria • Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7 -10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 130 mph Pf: NA Ce: NA VERT(LL): 0.087 E 999 260 L 784 / 118 / 377 / - / 88 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.169 E 999 260 G 701 / 99 / 315 / - / - / 5.5 BCDL: 5.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.039 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP: C HORZ(TL): 0.077 F - - L Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: 15.00 ft Code / 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: 0.527 Bearings L & G Fcperp = 565psi. Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.472 Spacing: 24.0 " MWFRS Parallel Dist: > 2h Rep Factors Used: Yes Max Web CSI: 0.336 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 34 -114 D - E 448 - 999 Wind Duration: 1.60 WAVE, HS VIEW Ver: 15.01.02F1.1028.19 B - C 486 -1236 E - F 512 -1253 Lumber C - D 439 -1002 F - G 520 -1317 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 :W1 2x10 SP #2: M - L 123 -33 J - I 1139 -428 :W22x6SP #2: L - K 274 -112 I - H 1133 -428 :Rt Slider 2x8 SP #2: BLOCK LENGTH = 1.500' K - J 1139 -428 H - G 1134 -427 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. ( " ") 1 plate(s) require special positioning. Refer to A - M 10 - 24 C - I 139 - 318 scaled plate plot details for special positioning L - B 377 -756 D - I 319 - 95 requirements. B - K 883 -311 I - E 139 -321 Plates sized for a minimum of 4.00 sq.in. /piece. K - C 90 -105 E - H 129 -6 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 22.92 BC 120 0.00 22.92 Apply purtins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C &C member design. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 4 -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 epIPE, Michael G Kozlowski Jeffrey P Arneson Derek B Murray CEIEUCCEOZE PE No. 60839 PE No 58544 PE No. 71457 ABCC94 Ply: 1 SEAN: 17849 / T3 / COMN AnastasiaA9 Qty: 1 FROM: DRW: T14 Wgt: 133.0 Ibs ... / ... 12/09/15 1 1'5 "8 1 6'8 "14 1 11'11 "8 1 17'2 "2 1 22'5 "8 1 23'11" 1 1'5 "8 5'3 "6 5'2 "10 5'2' 10 5'3 "6 1'5 "8 D =4X4 12 4 p C E--- �4X5 EP 14 - v 3X8 B F 3X8 1112X4A ' 0\ G 1113X3 2 will C _ Mi W11 101 „2 1112X4( ") =4X5 =6X8 =4X5 1 1112X4(" ) 1112X4 M L K J 1113X3 Fl I- 1' -1 21'11” 1 1'-1 1 1 2 „ 12 1 5'2 "10 1 5'6 "2 1 5'6 "2 1 5'2 "10 1 1 2 „ 12 1 1212 6'5 "6 11'11 "8 17'5"10 22'8"4 23'11 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl /CSI Criteria • Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7 -10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 130 mph Pf: NA Ce: NA VERT(LL): 0.051 K 999 257 M 776 / 117 / 375 / - / 88 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.099 K 999 257 I 776 / 117 / 375 / - / - / 5.5 BCDL: 5.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.015 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP: C HORZ(TL): 0.030 H - - M Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: 15.00 ft Code 1 Misc Criteria Creep Factor: 1.5 1 Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.283 Bearings M & I Fcperp = 565psi. Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.320 Spacing: 24.0 " MWFRS Parallel Dist: h to 2h Rep Factors Used: Yes Max Web CSI: 0.333 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 33 -110 D - E 430 - 971 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 B - C 472 -1218 E - F 472 -1218 Lumber C - D 430 -971 F - G 33 -110 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 :W1, W11 2x10 SP #2: N - M 120 -32 K - J 1122 -402 :W2, W10 2x6 SP #2: M - L 268 -112 J - 1 268 -98 Lumber value set "13B” uses design values L - K 1122 -402 I - H 120 - 32 approved 1/30/2013 by ALSC Plating Notes Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. ( ") 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning A - N 10 - 24 K - E 144 - 327 requirements. M - B 374 -749 E - J 87 -100 Plates sized for a minimum of 4.00 sq.in. /piece. B - L 874 -300 J - F 874 -300 L - C 87 -100 F - I 374 -749 I P urlins C - K 144 -327 G - H 10 24 In lieu of structural panels or rigid ceiling use purlins D - K 324 - 88 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 23.92 BC 120 0.00 23.92 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C &C member design. Left and right cantilevers are exposed to wind Additional Notes The overall height of this truss excluding overhang is 4 -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 r, Michael G Kozlowski Jeffrey P Arneson Derek B Murray Iffiriiirliiiii PE No. 60839 PE No 58544 PE No. 71457 f,. CITY CAF ATLANTIC BEACH - ' PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH, FL 32233 (904) 270 -2535 or (904) 247 -5874 NEW WATER/SEWER TAP REQUEST Date: / - / S - /4 Project Address: /7// Abe, " No. of Units: 1 Commercial Residential ✓ Multi- Family New Water Tap(s) & Meter(s) Meter Size(s) `c{ New Irrigation Meter t/* ----- Upgrade Existing Meter from to (size) 3 �� New Reclaimed Water Meter / Size �`/ New Connection to City Sewer IV Name: Applicant Address: City: State: Zip 1 Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# /&o - Sfi2 - //0 Water System Development Charge $ / 0 Sewer System Development Charge $ 6 sl) 00 Water Meter Only $ / ,$"; 00 Reclaimed Meter Only $ /145. GY) Water Meter Tap $ (notes) Sewer Tap $ Cross Connection $ SD( CSO Other $ TOTAL $S, C, /c�. OV APPROVED: Kavle Moore, PE Ic (Deputy PW Director or Authorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CANBEASSESSED PUBLIC UTILIT[ES PLAN REVIEW COMMENTS Date: / / -51 Initials: Project Name / Address: /d/'f-,fr DQk `Application Permit #: / , —s/ & //e) Check Box Check Application Tracking Comments to Add Box to Comment "Print" UWSU Avoid damage to underground water / sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed, call 247 -5834. ❑ ❑ MBSC Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. RT1C A sewer cleanout must be installed at the property line. Cleanout must be covered with 0 an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. RPZB A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested ❑ ❑ by a certified tester and a copy of the results sent to Public Utilities. STRM Plans note the building will be unsprinkled. If plans change, any fire line installed must be metered with a Sensus touch -read meter in a properly sized vault and an appropriate ❑ ❑ backflow preventer installed. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities. FSBR If fire sprinkler system is provided, contact Malcolm Clemons at 247 -5839 for backflow requirements. At a minimum, will require a double check backflow preventer. ❑ ❑ FLM Fire lines must be metered with a Sensus touch -read meter. Meters larger than 2" must be installed in a vault as noted in JEA specifications. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247 -5826 Fax (904) 247 -5845 Job Address: I 11 me r 1 D(11,_9_ bC � .7)3 Permit Number: 197 -13Z 043043-01 - -29 E. t51 Legal Description ' 1. • L ' , - - � . b ( j 0 q - Parcel # KO 50 - 05 oor • - : o q. t. q. t Valuation of Work $ 5c DO Proposed Work heated /cooled o7 ,3( 3 non - heated /cooled (C')(_ Class of Work (circle one): Ne) Addition Alteration Repair Move Demolition pool /spa window /door Use of existing /proposed structure(s) (circle one): Commercial ide If an existing structure, is a fire sprinkler system installed? (Circle one): Yes No 617/ Florida Product Approval # For multiple products use product approval form Describe in detail the type of work to be performed: 19 1 i) e QN 1 I t e_ f - SC (Z Property Owner Information: Name:1RiiVQf.3ic lO0(1QS �� N. FL. ANC' . Address: 120 7() l c&rJ b 3 131v6 uJ (.Do City . O C.k 3Cx' N UP_ StaterLZip . 10a3 Phone gO4 5 • `1055 E -Mail or Fax # (Optional) a 0.- (- 4abeY'r9 rri j riv.P.rstc'jg home . CC`fY1 Contractor Information: J Company Name:41'IQXS1 C }-\.Q S oC N.. .PL. INC-- Qualify ng Agent: /�O -}-t hQ,(,( Address: / 0 D 7 L P S a h / JQSQ. BlVd .5t ti - 1 - E _ / cb City Qualifying (IQ State FL Zip3 J.3 Office Phone 904.503•1055 Job Site/ Contact Number Fax # State Certification/Registration # CA3C 1 . 5 4135 Architect Name & Phone # _NE > r L D2Sicps, INC . c 104 . Z t j - 33$ 9 Engineer's Name & Phone # Ae L'k Te-chNU(cgc 0104 - I - SJoo 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 cert that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or tfconstruction or work is suspended or abandoned jor a period of six (6) months at any time after work is commenced. 1 understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks and Air Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE i I' ROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSU / T • YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 1 hereby certify that I have rea. and -.. mi is plii lion and kn, n he same to be true and correct. All provisions of laws and ordinances governing this ty a o/'work will be complied with whether spe. fie • ' • rei . 'not. e 'flung of of a p 1 does not presume to give authority to violate or cancel the provisions any other federal, slat _or local law regulating construe ion ,,r he .er : m. ce o% onstruction, Signature of Owner: ,,� `es_l\t, 4 Signature of Contractor: Print Name: .i S y 1 111 Print Name: !l"1Q �-h {�( r Swo nd subs �ab�ed before inc Swotcs�l c��q d subscribe efore me this 5 `Day of 1 Q V% Q C , 2015 this o)5"13 ay of CQtY�Q� , 20 (5 .tare ' E w fi r, -.� , ti - ' ' 'u. lc -v - Nis Not rry Pubric grate of Florida . �+w n r y.*�rs • er„ t.lr t�. r t l & i rrf .r 5 y 'omrr s !ua �c 850279 v ,�'' ° 4< Notary Public State of Florida Atteberry n reS 11/0812016 no Ps i iAmmiss EE 8502^ 79 Fxpi113S 11 /0 812016 (--- SITE PLAN LOT 94 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67, PAGES 132 -137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. S GRAPHIC SCALE \ ]D O is SD ( IN FEET ) 10.7) Cp 1 inch = 30 ft_ 5.17 �`d' c 9`' t ,s, Sl1 ,•. � Gk's �� 911' l � 4 /� � 10.16' cn 1 A 2 6`'6� 4 $ , ` � , n � , $ GIB \k,, e � � � . Lf6.,° \ rye S M • 4 A "P . 0` \ • • � 6 - ;: r 5.17• 953 I�f \ 15.16' .09 • q1• : -.. a , RA -. 0. \ ‘1'4‘ 1 e Yraw(j(e1 .Ac. 5.17• O `'9j , J \ 15.16• `� S 6� DM. \,6 9� e-.-31\ �` 4 /b. 11'2 'UN LINE TABLE 1.04 DRECT. 101071 (i3 \%,\ \ (0) 113573M111 L113573M111 ss.00 f L200 S]l23Mt MOO \ LXC) W673M 215 \ TO BALI DE Rlpl7 OF WAY AND 0 DE RIGHT a wAC SOD BREAKDONN TIOffr' MOT FROM BUILIIINC &ER E- r LOTS FOR a. TA AGE ( 1131 C DC NON- AWRESS rAt DE NANAM YAWD HALL to F[ET FROLI wAO L. BuID&0 TOTAL LOT AR. 6.599 5q. Ft. E BAOt 6 RCxi CY S ur. R/W TO CURB 742 SO. Fr CROSS SOD AREA 7.341 Sq. Ft. ❑� DENOTES CHEMICAL TOILET Douwo.T w� SLAB 1331 sq. n DRIVEWAY 567 Sq. Fl. _ j - DENOTES FUTURE 4' TREE LEAD WALK • STEEDS 6B sq. FL SIDEWALK AREA D Sq. Fl. GSO — DENOTES GARAGE SERVICE DOOR A/C PAD. • CAR.. 1e sa r URA. 00. SAS IMPERVIOUS COVERAGE TER /CONSERVAMN D So. R. ® DENOTES PROPOSED WOOD RLER3OUS 5R. n. 01 54 FL R ;W. Dr01rn 4.305 Sp. n. 0,130 (3. Ft I &S.B Sq Fl. 162R ET AM ARFA 3.036 54. Ft. in DENOTES PROPOSED CONCRETE QwRAL &OVAL I. KARR. ARE BASED ON ME CENTERLINE OF MAIM. CM 3 ME MR L AS BOAC 4362513411. S NM 1 N IEREEC UE ND. FLOOD BASED L. RAS DEPICTED DA Y > R. YAP (FLRR) COLM NTY NUM 5. 2013. ME ROOD SONES SRO. ON SITE PW. ME SCALED OF Or DON AND DELMAR., 00 THIS 611E PLAN ARE VALA ONLY FOR OATES AND INCL.. 10 CL.. TM DATE OF m6 SITE Rut. MERE Y SEEN ROOD SE SORS AFTER DATE R 1 INSCO I N SL.PY� MR NFORMATON. ROM. SHOULD RE MBE To DC COYYUmxS ROOD PO. MANAGEMENT REPOSITORY. DEPARTMENT Or PUBLIC ..S. 07Y OF ATLANTIC KAP 0 UNMRDRp411 FDIUDA1 L. MOMS At N NO RROVELW R NTS 0 WERE LOCATED UNDER DC B. a71.S, DELUMM AND/OR AN N1rz T WN RFD... ADDED TO I 10/OR REPORT 16 P110.00 AO IS NOT SCOPE THCRIZEDrE MS ME s0.0 SURVEIL.. r ocnc°FO AiEaz AiI 4 INTO E Di euiwK: ESTRIS nN LINTS MUST OM. VNCDNam M .7 EXCLMED. 9. UPLAND BUFFERS ADAMM7 713 04ARE TO RM., OF ANY FEDERAL. R NATURAL- M nW INN3ILWSD _ :A.G.. of DE 7 20.6. EASELL4IS L. WIDOW or ENOAw•wEi s DONE .R 74.11 . TE OF O:0611 Y • 4 3 �mE AeUi RMSE . 17AR OR LR501CTWAL .. AL STATE M LOCAL AGENCY. BOARD. AND COMMISSION CO W A C Z B WOE. YEALL ED "'' AND a5T•NES ARE ALN''''' IE VLM PEST V"' R[ CLLTLT. IS BOLD. ANO NPROVELCNTS. SURVEY. V A MREW AIL P[rN[WKTAAR TO DC PARCEL PROPERTY L>LES All BuLOM1c 1R5 ARE .0. l0 THE rdlNO•nW. 15 MS IS NO7 A SIDEWALKS 0106010001010(0 BASED L DC CAM 1100 PLAN. THCU AM SHONE � 0000004110131 UR w AR PURPOSES 064 AND E NM C.6111.1101. TO BE RELIED UPON FC.6111.1101. F 0NEC1 LOCATION WPM (SOISIWS REFER 70 E rummies SNAU. Al A MINIM.. MET C 1.7 Ott Cr A1LANDC BEACH AND AM STANDARDS CROSS SLOPES SHI.tl. BE NO SDE�ils 1B M. 2E M RAMON OF M WINCH E SOMA. H TRANSVERSES DIM. ME DRIVEL.LY AMON SHALL ALSO NIT MK REO.NMENT. ALSO, PLEASE NOTE M TATL AT US METER BOAS VALVES ETC) NULL 1.07 BE INSTALL. T NO PA05 MUST MANTA& D AMY mW ANY PROPERTY LM AL. C.L. N01 ENCROACH VETO A DRANAOE u0MENT DIAL TO L.ARIAE PURPOSES. PREPARED FOR: RIVERSIDE HOMES CERTIFIED To:RIVERSIDE HOMES ° 3111 BARTRAM TRAIL SURVEYING. INC. m _ L SURVEYORS P •NNRRS LAND DEVELOPMENT CONSULTANTS _ M •°"w_ '° al 160 GREEN 6OVE ROAD RI OF AU'1' 92043 0IZATION LB 0 4 ) 1 254_2 .A "" COPYRIGHT C 2015 N no Certifications S r TI M. ROOD 10L r,m A r �• NOT "1 IERV CERTFY, t tn EBia .063 90006,00ly rep•een/s The e > fit of 1E (N/A) A) nl 5 5 " t resat of 0 R tl ne O nsr [ntla ant my APOnsible s n y os mode .itn e of W dw m e oMU0c1 o W / 11E _ D1ies rirn and in N en Ire u" synod and B mation r "� ".O „_m, ILon to ed Dy t h e t Dr fla s h o w S e not moot ptonin regarding t eae e PANEL NO.. 'go, 0.00,, 6/3/13 P .rd o f i0 Survey, ssion al os promulgated a 110 the R01Ea State shown w no MIOrn hereon per setb t0 s. overlaps. easements. ctla PO ....... Beerd o .C.: Pursuant to t wa nd >, s or 2.027. norms O lw n easements. 0 Une Ry. sites. agreements, setback r Ia*erva ' ann or other ./PG. '.. ..��_ > 5.1-1] G.A.C.: Purel to tian A72.01>. witl l50 LMe disputes. , ogreammiS r0000ns w r N/A a . statues, subject m al notes one notations shown nerehereon. wool., wool., mmtw> .n n m r aDDear W abe « w sensor,. . ° ° V` R IB Rr N/A N/A Mies ewe, p L. the exclusive r o A0. 9/23/15 15 AL : 1,.50, T FIELD WORK COMPLETED NAP DINGNALLY SIGNED lne client Pmed prepared and certified 1 Neon and 1 rr*Y 0009 R•d zep0rl E I M sMa. F� lne coD'Ne tn&eo/ wR no wlld Ins ulgrotwe and E " g ., g '•Oe w � HER 00200 Br. r sd "" d Err ' Roritla I cIrcCKEO BinxrS and PR 1rLp50 \ \` RAYMOND PAUL SUTHERLAND, P.S.N. I naDD °' STATE OF FLORIDA LICENSE NUMBER LS 64]] SHEET 1 OF 1 r r-- -..— City of Atlantic Beach _ APPLICATION NUMBER ' .gin Building Department 1 (To be assigned by the Building Department.) ^'t r 800 Seminole Road �� Atlantic Beach, Florida 32233 -5445 I Phone (904) 247 -5826 • Fax (904) 247- 584dAN 1 5 2016 E -mail: building- dept @coab.us , Date routed: 7 i‘OP City web -site: http: / /www.coab.us By: APPLICATION REVIEW AND TRACKING FORM Property Address: 171/ 4/97 R�L - Department review required Yes No , id � Applicant: , p £ rkt 4 . iluogrAlsissi istrator Project: /1( 7 /y) , [Public Works 11r -eY Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By _ Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District _ Army Corps of Engineers _ Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: PA 1 1Denied. (Circle one.) Comments: ,f4 01441 e6veara BUILDING PLANNING & ZONING Reviewed by: Date: ��// TREE ADMIN. Second Review: 1 (Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: (Approved as revised. ❑Denied. Comments: • Reviewed by: Date: Revised 07/27/10 PUBLIC WORKS PLAN REVIEW COMMENTS Date: 1 __ /,51—/67 Application Permit #: f Project Name / Address : / 2,/ / /jl �f �Gt e / Check Box to Application Tracking Comments Select CORRECTION ITEMS: CSMP Provide construction site management plan, including location of dumpster and portable toilet. Right - of -Way Permit is required if using right -of -way for construction parking. ❑ DPLN Provide drainage plans showing site topography (flow arrows, etc.) ❑ ESCP Provide erosion and sediment control plans with installation details. ❑ IMPS Provide impervious surface calculations for entire lot (existing and post construction). ❑ Section 24 -66(b) of the Land Development Regulations requires on -site storage for increased run -off if LDCS adding 400 SF or more impervious surface. Provide Delta volume calculations and on -site retention ❑ required per Section 24- 66(b). (See attached information sheet) MEET Recommend Owner /Contractor meet with Public Works Director to discuss proposed construction. ❑ Call 247 -5834 to make an appointment. REPM A Revocable Encroachment Permit must be obtained. ❑ RMRO All runoff must remain on -site. Cannot raise lot elevation without measures to retain runoff. ❑ RWPM A Right -of -Way Permit must be obtained for use ❑ TSUR Provide a pre - construction topographic survey prepared by a Florida Licensed Professional Land Surveyor, showing 1' contours. ❑ CONDITIONS OF APPROVAL TO PRINT ON PERMIT: All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from edge of pavement to the DAPR property line. Reinforcing rods or mesh are not allowed in the right -of -way. (Commercial driveways — fa 6" thick.) Full erosion control measures must be installed and approved prior to beginning any earth disturbing ECIN activities. Contact Public Works (247 -5834) for Erosion and Sediment Control Inspection prior to start of construction. OSRO All silt must remain on -site during construction. PCTS If on -site storage is required, a post construction topographic survey documenting proper construction ❑ will be required. PLWP Pool — Wellpoint (if used) must discharge into vegetated area 10' minimum from street or drainage ❑ feature (swale, structure or lagoon). A separate pool permit is required. ROFF Roll off container company must be on City approved list and container cannot be placed on City right - of -way. (Approved: Advanced Disposal, Realco Recycling, Republic Services, Shappel's and Waste Pro). RWRS Full right -of -way restoration, including sod, is required. ®' URCT Any utility cuts in the road must be repaired using Cal Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be shown on the plans. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247 -5826 Fax (904) 247 -5845 Job Address: 19 I I 0111 fl'LSZ hf 1 3D.,9 -33 Permit Number: Un -132- 0$- .15 -2qE. 152. Legal Description A-}1ge ttic.. . C c , U N � t r u Clpb UNi►i_oL L , - 4 - Parcel # I ( 15Q5 -I `7(05 oor r o Sq t. Sq.Ft Valuation of Work $ 5C.)C) J DOO Proposed Work heated /cooled 031 3 non - heated /cooled (017 Class of Work (circle one): New Addition Alteration Repair Move Demolition pool/spa window /door Use of existing /proposed structure(s) (circle one): Commercial : -__ del If an existing structure, is a fire sprinkler system installed? (Circle one): Yes No `N /A) Florida Product Approval # For multiple products use product approval form Describe in detail the type of work to be performed: NIP I I 1 L' QIVS+i a C._+1 Oil — S Q Property Owner Information: Name:P%VQXSidQ �M OQ.S Oc N N. f L .) ItJQ • Address: J D < 7( -0.N _�C_ ZS 13WVC11 Sw .-k- lac Cit c ) GKS( t UUL StateGt_Zip 3a0 33 Phone 0 104 SO3 • — 7O5S E -Mail or Fax # (Optional) a O -F42 barrt \ @ rYI ri v.exS1 COQ home . CC fr- 1 Contractor Information: Company Name: \\(Q % St d e_ }- k.CtYYLS (pc-- N. I L. INC • Qualifying Agent: Ma44 lieu.) P.ok r-4-- Address: /00 SOuv JQSQ I31Vd i 4 / City UO C IC SOPiV i lie_ State -FL Zip3 a .33 Office Phone 904- 503 Job Site/ Contact Number Fax # State Certification/Registration # C 8C I •D5 4135 Architect Name & Phone # NE VL pes h INC • 904 • QI.SA0 • 331 q Engineer's Name & Phone # A e - Te C'. \1\iol o iio4 • iBcD 1 - o 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. 1 cert that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or iffconstruction or work is suspended or abandoned jor 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 - -. ' • i 1' ROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSUL • / T YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby cer/; that I have rea• and '. ami• , is .'pli. tion and kn. he same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether spe• fie• '•rei • 'not. e • rating oja p t does not presume to give authority to violate or cancel the provisions of any other federal, statt..or local law regulating construc ion ,r he ' • r . m' ce o f onstr uction. Signature of Owner: ■ �_ /{ ns % r1 Signature of Contractor: ^',� Print Name: ..01. 3 Print Name: O')(.-T -he i .c P( )be r4 Swop,tgand sub l bed before me Sworz tgtgd subscribe More me this 22�! �`'Day of CR.le1 •f , 2015 this 3"D ay of , 20 (5 _ wit ar/ 6 .'� .0.111,11 '`'u' is al ; -' Po ivotary P ublic.. :gate of Florirta • �T""•.•+'�.'�:'`+'`'" /. mfi . f t•,eLKIT r s y ,:Y °Cr.% Notary Public State of Florida : 104" ; v Commission EE 850279 A r y ` lttlilE f l�lheberry ' zlnres i 1/0812016 t" v /, F 10'i .Commssion LE 850279 f i ,.. �.' - cevN � e •�+ i. ` °Cx r s .e Expitas 11/08/2016 The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach, Public Works Department, for said change. The USER shall, at the discretion of the CITY, be requested to submit as -built drawings showing the change within thirty (30) days after the day of completion. This permit shall insure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and /or specifications, to include utilities locate requirements and use limitations /requirements of public rights -of -way and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USER. DATE P a • ' NED this 3 of of S2C.12.01 6.Q,/ , 20j1 BY'_ r . Pr∎�W ?.finer • 9 signed in presence of the Notary) STATE OF FLORIDA COUNTY OF DUVAL On this c3�day of DP,CJ¢K.2.QC , 20K personally appeared before me, a Notary Public in and for said County and State, Chrj (.(boczt , the property owner of /71 Mar; h?at Q. Cate- , Atlantic Beach, Florida, known to me to be the person(s) described in and who executed the foregoing instrument; who acknowledged to me that he or she executed the same freely and voluntarily and for the uses and purposes therein mentioned. • • w /'. N@tAryPublfcStateofFbrida • ary • Public in •id County an• 'te ^ tiyommsonEe � rtc�V �NFp• itpg/Z016 CITY OF ATLANTIC BEACH, FLORIDA, a municipal corporation: Approveop • lc . • . k . 9 Public Works Director d 4A-5 • 7- For Permits where city sidewalk is impacted, City Manager approval required: Jim Hanson, City Manager Page 2 of 2 'S ' =` CITY OF ATLANTIC BEACH ;: I, CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS ■ a ` -^ 800 Seminole Road 904- 247 -5800 o Atlantic Beach, Florida 32233 -5445 Fax 904 - 247 -5845 PLEASE SUBMIT (3) COMPLETE SETS OF PLANS WITH APPLICATION. Date b.1L. ` • �. , 1" 5 PERMIT # -1 � 1 X111 r• ^. n COX. 1)f-, 3a--4,1&5 ISSUED BY THE CITY Job Address 1 1 f ltt,1 ,/(tL �(�C,iC_ �, 11 Permitee: g \VQ,f 1 c1Q ¥- kene.S O ft N. ., I NC • Telephone # C 1l�y 1 • ' - 10E15 Permittee Address: I 1(5? Sol. 4J)S2 131\16 4:k Io?C7 ce6ot.vi I IQ ./ ;�L 3�aag Requesting Permission to Construct: IQ C uc4 k r c t' - SM. Location: (Reference to Cross - Street) 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities /Municipalities: Jacksonville Electric Authority Yes ( ) No ( ) Date: Bell South Telephone Company Yes ( ) No ( ) Date: Ferrell Gas Yes ( ) No ( ) Date: Comcast Yes ( ) No ( ) Date: 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach • Florida De•artment of Transportation Standards and be performed under the supery I,on of - .4. 1 f (Contractor's Project Superintendent) located at KlVf f3 C` ne∎S Telephone #: O3•1OSS 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious area on owner's lot or in the city Right of Way are to be included with this application. 7. This permittee shall commence actual construction in good faith with 3a. days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of P :lie Works shall be notified twenty -four (24) hours prior to starting work and again immediately u •. • , pletio . OWNER 04 0 Notary Public State of Florida Amber Atteberry Signed: i�� Date: /..2-d3-/5 • ' � e My Commission EE 850279 Before m ' is r— day of C,.206 in the Co of Duval, '+u.. Expires 11 /08/2016 State Of Florida, has personally appeared ('Avis WO - Notary Public at Large, State of Florida, County of Duval. My commission expires: / — g - 1(9 ersonally Know C6icigA iqicw:f Produced Identifica r,. 1 _ ---- °-«« P '_ .... --___---_'__ e _�- __ _ ___ _ _____ _ 1 _ -- _ . - __ _- _ _ -_-___---_. _ / � / �^� __-- �~��^ -�- __-�,p��'_ k �.-~- ______-._ . _ -___ __-_-_--'_-__ _______ ____. ________ _ __ ._ 1 __42.4kie_a4.61 . ___ _ _ i i..7. if it ,.. zit 3,9 ., - ..tg .-. - ------ - -._.. ____ . ... ____._______ _ _ . gi II . Ye / _ ___i_e ?Kik riA i_ig_ - -- ------Ari '-11--t,xr _ ___ ____ ,,,tiki 4 .6_ __Ea__21.7_________________,.___.,1________________ . ____ _ __ ----- --�---° � x - w �--------' - ___ _-'_____ __- '____-___-____--_-__-_-_--___ __ '--____'_--'___�__-__-_-_'__---____-'__-_�-__ - et, City of Atlantic Beach APPLICATION NUMBER . ?� Building Department __ (To be assigned by the Building Department.) 800 Seminole Road +�''T�T //„ „ ff _ it Atlantic Beach, Florida 32233 -5445 u' /� Phone (904) 247 -5826 Fax (904) 247 -584 ,SAN 1 2016 / / h� �. E -mail: building- dept @coab.us Date routed: City web -site: http: / /www.coab.us ( - BY: APPLICATION REVIEW AND TRACKING FORM Property Address: /71/ /#67/i 019. Department review required Yes No u �n Applicant: V� 41 �istrator Project: /V t3 //VP E, Public Work Utilitie? VUDuc Satety Fire Services Review fee $ o Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPL ATION STATUS 1 Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: 247c.- v✓r Date: V24/10 TREE ADMIN. Second Review: 'Approved as revised. nDenied. f IC ,tKS Comments: Gt� wG- G�.►r� PUBLIC UTILITIES PUBLISAFETY Reviewed by: Date: FIRE SERVICES Third Review: nApproved as revised. I 'Denied. Comments: Reviewed by: Date: Revised 07/27/10 ,,s -'� + City of Atlantic Beach APPLICATION NUMBER � • e Building Department (To be assigned by the Building Department.) Atlantic tic Seminole Road / �� - - r } Atlantic Beach, Florida 32233 -5445 � v Phone (904) 247 -5826 / (� Fax (904) 247 5845 , //e / -- tows) E -mail: building- dept @coab.us Date routed: / /‘ City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 171/ /Agriii/f Department review required Yes No A licant: �� IrligaglEtli II BI1 istrator _- Project: ��(,`, .Public Works 4......____O Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: 1 1Approovd. '�^ V ZDenied. . (Circle one.) Comments: •�u T` �-rC BUILDING PLANNING & ZONING Reviewed by �� Date: 1 fr TREE ADMIN. Second Review: )6pproved as revised. 1 (Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: Z `( FIRE SERVICES Third Review: 1 (Approved as revised. 1 1Denied. Comments: Reviewed by: Date: Revised 07/27/10 .? . City of Atlantic Beach APPLICATION NUMBER ei ► ° s � Buildin Department (To be assigned by the Building Department.) A 800 Seminole Road / /, , % • // 9- �r Atlantic Beach, Florida 32233 5445 (l' / Phone (904) 247 5826 Fax (904) 247-5845 / ,/ j ':% . 0;09 . 1 - E -mail: building- dept @coab.us Date routed: ` City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: /71/ SliTA 9 ,q4' Department review required Yes , o Applicant: V _., P6 !l/ S � 11.. �r:�� Axe elN il istrator Project: di Id //V ir) [Public Works �� Fire Services _- Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [oved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: Date: l __Yi TREE ADMIN. Second Review: 1 (Approved as revised. ['Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: cli FIRE SERVICES Third Review: IAPproved as revised. I (Denied. \--° Comments: /Z- Reviewed by: Date: Revised 07/27/10 1- _ I i ....-.., 0 ........• ....... ......, `,..., 0 - __,.... M M 0 C17 [TI = < a = ,„— co co Pr . I E s.0 -, , * s fkm, 0 / . . \ i .. , i -• ‹. 4i- , ! • i ! I / (.43 \ ,. J ..., i n. . ‘,.. CD f - "•••• • ■ ; ... ' 1 CD i 1 - . „a , , , , ' * I de ' ." " I 1 ' 3 8 x --- 8 o• . i • --.--. a t,- -- - 0 0 §- , / . cp .=. - g 8 = St -. -- ../ 6 4 . ,1 , / / i - • •. / d: . .,,.., . , i I * <I il ; M 94 / 1 g. 2. g Eli - 511 - 1 I all i g c I :,.., cr a i . D .. f. , - • 1 . IN3 CD a V , ! Y ,., I.. 4 1 1 . 4. . • I ..., = o i 1 co < _. 71 al -1=.• = ° 0 co I 0) mo .-. , . • N , X = cr 1 Q N ' ' - I- - - ----" =- ! Er p N "Tj 0 i.,:-.1 ci . 3 —...■,..„ i i 1 I> • 1 e 1 . / .0 '. I. • . . 1 .. e., i 1 ....... u . -....--- fN)••• 1 1 crw N 1 i a I 1 *%••• c ---, (6) Courses Max. . 03 ?i ccl \ 0) . . e k i -121-1 / ... = ... P. ditai I Contractor Contractor Address: 4 i o I Mark S. Tumer 14 . A,5 --A Eiji,-• k L tte Carter-Carter Design i CPC 1457169 Orange Park FL 32066 St. Johns, Florida 32259 II ; SCC 131149942 904.705.4001 ___ ,v 41 a 1 .. �J' .' 4 1 N C D O N 0 CCD -. 0 \ J CT N ? CO a. 4 ' 0 5., ITC; n X ` 1 _ a .N— fl 1 Cp 1 p. N Z Qr aN Crx "' i 0 CD 0 CD 1 4J I - , ( r, N 1 'Yi N ( gy p p Op OO W � 1 / ' OD N \ 1 / / . 4 . 13 �� " ij 7C Q CD N ___ „..i . � . , �S (D a A I . 4 1 ' N = fD Q 8 0 3 = 1 ':•a:� 1 m 5 • o (-T3 8 a `D i _ 0 0 c7 D ' . 1 1 ,... CD c = x o �cn �a � h 5' ' m o r p �. 3 o Q _� IV' a) _, I' 1 II: (D 4" ( 2 4. N O � - d to 1=1- D � ' -p x, CD 65 8. i 'a. a I 1 ■ ._ - 0 1 . ; , co Q I D '. ij 1 % - - ' i : 1 . 1 .In N— • 1 Vi g g ,� '� I (6) Courses Max. CD co k 12 H illin (D Contractor: Contractor Address: 4 o Mark S. Turner a(4,--� ar I Carter- Carter Design CPC 1457169 Orange Park, FL 32066 St. Johns, Florida 32259 SCC 131149942 904.705.4001 I MAP SHOWING PLOT PLAN OF LOT 119 AS SHOWN ON MAP OP ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RE0040E IN PUT BOOK 6? PACES '32 -IJ7 CP fl CIA41jAI' 0 S QP Ot/141E CO(AY7'. R.A. CER7r/E3 TO,. !Otl afrom s. we CURVE DATA C1 t " ° T 01 low Impervious Calculation S1742'20'1 ELEVAIINS 91 °w! TINS 1 Dj L11 ®93.92' WERE TAKEN FROM ENEaME 6RC +R A 10.403 R x" 150.00' BY'AYlOR h 1{1.417L. NC., DATE0 04 -15_14 Residence 5,01.1 atvAnals g °Tx HEREON Pool Deck 533 A 95.53' �� REFER TO NA4D of 4966 Total Impervious. s,54a n = 36'29'18' �, Percentage 53.3.7% CURVE DATA C2 5 0310'55 "w \Y. CH 7.86' R s 85.00' A =7.87' G = 5 18'08" 9 1z el =�'► � � � ,, ‘,,, , ,. \ •,' ' '''‘ .. " ' " A tA ' ,N),,e ,, * G0.1 COURSE ` � ' � ` t \ 1 • \ \ ..• o-arJw ,. di. ,� _ft ' .'_ $8826 323.114'(PLAI) !SCPC " W ._ 4. C / 4 . 44 7(PLAT) I + , o' l 0 T 1 7 o 0 g VlIRS % o c ALL PA YEAA111EK):T5 ESll11lTED1 1 `./V TREE ■ 111642 50. Ft. SC 1 us EASEIq as/nen ANA ACRIS. 5.200/43.660 _. 1C,403 ACRCSM4C.R>Fpy�, R EE c-mt - -------- 0.44 10,40 S :Ot 11B -.. MOLL. SO n. vl ' A TCA All,All, A /�/� / NE SECCI Cr "ACE NEtES M tl IA YET 9.6 DMIIYrWAY 0. FT. V I 1 7 /'[ � l -I Inc:. R/W WA* S0. FT. /� 70S OF amino P.ANTEO vitas SMALL (E MIRY NAIX 116! $(Z r- wTR KC PORE 1rT, DA 1F ---- NO R F. TH NA ME SAYE SPE C I ES. IndT- OF -1W1r team y 1 07.84 FT. MR am Put 4 01 144217; 05-0‘,5 f°•'flfr TOTAE IMPERVIOUS COVERAG 6,0,14 SO. FT. OW 09 ms 9MTT WAS P�9YEU *TOUT Mt 3tAEi t Cf A i'nz WE WE MIC6, WAD d TN[ dS a SC C4Y NAT MP ' p � JO N TNT °R �TYCli NS 11Mt T S .M. CDRFN NE 5R MARR °+e- NI1[N: xEEVR06 O 745 COQ" AS ACM 1C1111704-4P a.! Ltr MAP 0:01: OM Fr° w7AR0 : Ux' E' AT ED W ROOD E4SUROQ RATE WP k'fi AK IE CRY OP M i15CML gE, rtc' , tM 01- 63 -,3 ALL AMERICAN SURVEYORS OF FLORIDA, INC. 1 '� _ IA2 mrxows - An SMt ..alt fi. SLIM' 15 - alcASnxx c motet 32>e7 t 1 a i : Ille e 'a" OVlA�t1Y - wapiti, wapiti, Eve •s AG JIl7 w , . S ri •n uvoa wtA! s:NeKrm MOO w xt '1 ` AND 1111 J IDP I"OMn NFp(1f.' NE W EMCb1CM1'O.0 MEW AS SNW4 . ..MT �`� ""C" PVRSe M ty0 THE PEON 1A 2 027 O/ G9 I 7 1 Sf r7 -°, f' SV "V FYIF 4 MIO xAP ITO 1 ��`�1.., • r.t. ® CMAPTEA 4 ):. °27. CNA ►1L" a1C,°x,DA STAIVIES r AtL �� ` > .. ...... w.."W.V.. :. A . uwr waver ROI Yw vP ut♦FSS 0413' SEO !M SEAL S� my .1% ,n "4 a KR.. RO O a '1..R., A h 1x1) O< i 1M1 ■ . o °: iar 1 WAS rte qP t oT l""E Re. w2) a4C " Manx (WC 1b IN -is - "tea /f — -s IX. .2______ , E9 ,, 1eP A44 1•AEP - - At Pr' __ 711! < 30 15 \7N77_14YA)- � poop. r {, .k4:f7 AIL ‘177 ii: AMP -- t p N � U .n " r 9i N y ✓i ' s 8 a µ o t�11 ' �,' {qs�� G O p r a r —n ¢ g � G.l N k O O C I Si V o r 1 > _ Q as � 4 W g g �y $ S Z { z g n �e 3 U • . 'mac' S � 3 P t g N f V t N E W p, ^ _A Ct • Q�p` q , f�^i , ar m o p • u Z . ,+ C x N g C t q �p 1� p O "' F C . . N u 7 S � C g m � x m 7. � '� i i t a g ,t B c 1 - w adeuieio Q IA,„:„..., CI. m G J a 1T 6' 0 4 21. ►1 1 i. -.=.- era 6. 3 �r • • ZC 4- C iii9 N a, N % z co C g 0 - Z .— Z < r 4. IO € 4. C O T F. at c °J ' N V L 11pp C os 4. c O 3 `° * M * `° to L . f0 ii Y $ �g i ' O O T. a:- a b' C O ti 7 m .Z J c O cri A Co rf e e .0 V) 0) 'd C °° „ W w �a � 0 a d' ss a G) w > > L c a 44- 0 a o a CU 0 ° Z _ o a (71 ( W fl N v1 d � L n, W p. d f0 O N Y Oa � u W . u' a . o ; VI , -1 N ,6 ,( t — E i 0 t V aoeuIeJC d ■ r SITE PLAN LOT 107 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67, PAGES 132 -137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. GRAPHIC SCALE S 30 0 15 30 ( IN FEET ) 1 inch = 30 ft. / �. LOT 106 / ^ / 4. ® 11,00' NN ®'26'0) 50.00 .7 % C) 132. 1.'(P) VIA •' . 2 8.92' / •� j 584'20'26 "W R) �: =��•�� , / / r�� 28.58' � � P �♦ 2s.s�' /. \ o. Y � i C\ ,1' �', /42^ <, P +' 9 f 43.02' q �� p �µµtN� /_;., 0 47 2 �e 5 \ ,a� P � F . 1 p d ' ' , �\ r Q,-, ` \ , 'C TS \ 0: + /•' > ;/ 43 ' 'A \ \ y` 0 ' . ) 8.61' � �� g i b, \ . p � GIB A 4 , 1, - ��6 Ct SOD BREAKDOWN rs.M,S "' J 03( y R/W TO LOT CURB AREA 586 Sq. q 0). C2 GROSS S00 AREA 9.799 Sq. Ft. //! 17.23' 9FOIIC.TIONC FOUNDATION SLAB 2,951 Sq. Ft. ®- DRIVEWAY 634 Sq. Ft. LEAD WALK 34 Sq. Ft. SIDEWALK AREA 0 Sq. Ft. A/C PAD(S) & GARAGE 9 Sq. Ft. EAR SETBACK SERVICE DOOR SLAB A/C PADS HAVE A 3' SIDE /R \ IMPERVIOUS COVERAGE WATER /CONSERVATION0 Sq. Ft. IMPERVIOUS Sq. FL LOT Sq. Fl. % TOTAL DEDUCTIONS 3028 Sq. 01. **SETBACKS** FRONT - 20 FEET FROM FACE OF GARAGE TO BACK OF RIGHT OF WAY AND 3,453 Sq. Fl. 9,213 Sq. Ft. 37% NET SOD ARFA 6,171 Sq. Fl. 15 FEET FROM BUILDING FACE OR PORCH TO BACK OF RIGHT OF WAY: EXCEPT CORNER /DOUBLE- FRONTAGE LOTS, FOR WHICH THE 14014-ADDRESS FRONT /SIDE MINIMUM YARD SHALL BE 10 FEET FROM GARAGE OR BUILDING FACE TO BACK OF RIGHT OF WAY. LINE TABLE UNE DIRECTION LENGTH El DENOTES PROPOSED CONCRETE L1(P) 143923'94 "W 613.62 FA DENOTES PROPOSED PAVERS CURVE TABLE m DENOTES CHEMICAL TOILET CURVE RADIUS ARC LENGTH CHORD DIRECTION CHORD LENGTH DELTA C1(P) 50.0D 4492 53354'59 'E 43.42 51 +- DENOTES FUTURE 4" TREE , C1(C) 50.00 47.12 532'39'19'E 45.39 53'59'29' 1FNFRAL NO1F'S, 1. BEARINGS ARE BASED ON THE CENTERLINE OF MARITIME OAK DRIVE AS BEING 14392304* (1.1). 2. DRAINAGE ELEVATIONS SHOWN HEREON ARE BASED ON NA VD 198B. 3. THE LANDS SHOWN HEREON LIE WITHIN FLOOD ZONE 'X' AS DEPICTED ON THE FLOOD INSURANCE RATE NAP (0.1.0.4.) COMMUNITY NUMBER 120077, PANEL NUMBER 0406H. DATED. JUNE 3, 2013, THE FLOOD ZONES 590914 ON TH15 SITE PLAN ARE SCALED OFF OF THE F.E.M.9. F.I.R.M. MAPS AND ARE FOR REFERENCE ONLY. THE F.I.R.M. INFORMATION AND DELINEATION'S ON 5115 SITE PLAN ARE VALID ONLY FOR DATES UP TD AND INCLUDING THE DATE OF THIS SITE PLAN. THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE THAT WILL SUPERSEDE SAID INFORMATION. INQUIRIES SHOULD BE MADE TO THE COMMUNITYS FLOOD PLANE MANAGEMENT REPOSITORY. DEPARTMENT OF PUBLIC WORKS, CITY OF ATLANTIC BEACH. 4. FLOOD MAPS REFERENCED HEREON ARE BASED ON NAVD 1985. 5. NO UNDERGROUND FOUNDATIONS OR UTILITIES & 140 IMPROVEMENTS, OTHER THAN THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF THIS 9TE PLAN. 6. ADDITIONS. DELETIONS AND /OR ANY WRITTEN INFORMATION ADDED TO THIS MAP AND /OR REPORT 15 PROHIBITED AND I5 NOT AUTHORIZED BY THE SIGNING SURVEYOR. 7. THIS MAP IS INTENDED TO BE VIEWED AT A SCALE OF 1'30' OR SMALLER. 6. ENTRIES & PATIOS DEPICTED AS EXTENDING INTO THE BUILDING RESTRICTION UMITS MUST REMAIN UNCOVERED & NOT ENCLOSED. 9. UPLAND BUFFERS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL. VEGETATIVE. AND UNDISTURBED. 10. DIMEN90N5 ARE IN FEET AND DECIMAL PARTS THEREOF. 11. THIS SITE PLAN 15 ONLY FOR THE LANDS AS DESCRIBED. IT IS NOT A CERTIFICATE OF TITLE. ZONING. EASEMENTS OR FREEDOM OF ENCUMBRANCES. 12. 11115 SITE PLAN WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS. ENVIRONMENTALLY SENSITIVE AREAS, WILDLIFE HABITATS OR JURISDICTIONAL LINES OF ANY FEDERAL, STATE, REGIONAL OR LOCAL AGENCY, BOARD, AND COMMISSION OR OTHER ENTITY AND ANY LIABILITY RESULTING THEREFROM 15 NOT THE RESPONSIBILITY OF THE UNDERSIGNED. 13. UNLESS A COMPARISON IS MADE. MEASURED BEARINGS AND DISTANCES ARE IDENTICAL WITH PLAT VALUES. 14. THIS SITE PLAN 15 BASED ON INFORMATION AS PROVIDED BY THE CLIENT. 15. BUILDING AND IMPROVEMENTS. IF ANY. AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY LINES ALL BUILDING TIES ARE SHOWN TO THE FOUNDATION. 16. THIS IS NOT A BOUNDARY 5URVEY. 17. PUBLIC SIDEWALKS DEPICTED HEREON ARE BASED ON THE CONSTRUCTION PLANS. 111E1 ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE RELIED UPON FOR CONSTRUCTION. FOR CORRECT LOCATION AND /OR DIMEN5ONS REFER TO THE MOST CURRENT SET OF CONSTRUCTION PLANS. THERE I5 A MAXIMUM 25 SLOPE ON ALL SIDEWALKS, ALL SIDEWALK AND FLATWORK SHALL, AT A MINIMUM, MEET CURRENT CITY OF ATLANTIC BEACH AND ADA STANDARDS. CROSS SLOPES SHALL BE NO MORE THAN 2 THE PORTION Or THE SIDEWALK WHICH TRANSVERSES THROUGH THE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT. ALSO, PLEASE NOTE THAT UTILITIES (METER BOXES VALVES, ETC.) SHALL NOT BE INSTALLED %THIN 7110 SIDEWALK. 18. A/C PADS MUST MAINTAIN 2' AWAY FROM ANY PROPERTY LINE AND CAN NOT ENCROACH INTO A DRAINAGE EASEMENT DUE TO DRAINAGE PURPOSES. 19. PLEASE REFER TO THE PLAT FOR ADDITIONAL ITEMS THAT MAY AFFECT THIS LOT. REVISION A: REVISED SITE PLAN - MOVED HOUSE (12/12/15) (LAS /MEB) PREPARED FOR: RIVERSIDE HOMES CERTIFIED TO: RIVERSIDE HOMES "`- _ � '° /�� BARTRAM TRAIL SURVEYING, INC. LAND SURVEYORS - PLANNERS - LAND DEVELOPMENT CONSULTANTS 1501 COUNTY ROAD 315 SUITE NO. 108 (904 284 -2224 RI ,� GREEN COVE SPRINGS, FL 32043 FAX (904 284 -2258 m " CERTIFICATE OF AUTHORIZATION LB /8999991 w .T , „..... _ COPYRIGHT © 2015 NOTATION: F.I R.M. FLOOD ZONE / ) s, a n " 1 HEREBY CERTIFY, that this survey graphically represents The survey hereon was mode without benefit of abstract or W/ ELEVATION: X N A ^ the results of a field survey mode under my responsible search of title, and therefore the undersigned and Bartrom ' '" a `7:1 ° " O direction and complies with the latest Standards of Troll a n Surveying moke no Certifications regarding information PANEL NO.: Practice for Surveys as promulgated by the Florido State not r 9 em 120077 0406H 6/3/73 L' " °a ' "& _ w.o , P.0 Ys Pv 9 Y shown ,n s shown hereon , setback to easements, claims _ _ Board F. Professional Surveyors and Mappers, Chapter of easements. Rights s. - setback lines, overlaps, O "'"` r . ' W l a N/A w 5,) - F.A.C.: Pursuant to section 472.027, Florida Boundary Line disputes. agreements reservations or other FB /PG' '� �"� - 1. stotues, subject to all notes and notations shown hereon. similar matters which may appear in the abstract, or seorch DA IE: _ _ „ :. N/A N/A This survey is prepared and certified for the exclusive use of 10/6/15 I SCALE: 1' =30• FIELD WORK COMPLETED MAP ORIGINALLY SIGNED the client named hereon and the survey map and report of ^* the copies thereof are not valid without the signature and PROJECT NO.: 0[515105: Q uro , m N/A the original roised seal of 0 Florida licensed surveyor and 1349 I A RAYMOND PAUL SUTHERLAND, P.S.M. mapper. STATE OF FLORIDA LICENSE NUMBER LS 6477 DRAWN BY: LAS CHECKED BY: RPS SHEET 1 OF 1 R.O.W. Permit Attachment of for R.O.W. Permit # issued , 200_ Atlantic Beach, FL 32233 Owner's Name: Property Address: ) 7 70 Mar, A nu Oa K Subdivision: Lot # / Block #: R.E. #: REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this „ 4 day of ,QQa 4� , 20 , by Atlantic Beach, Florida, a municipal corporation organized and existing under the w sof the S ate of Florida, hereinafter referred to as "CITY" and RivQrsica A -tomes of Atlantic Beach, Florida, hereinafter referred to as "USER ". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Right -of- Way/Easement permit numbers noted above (copies attached). This work is generally described as: N QU`) c{.3 1ON - SF 12 Any facility re facili maintained, repaired, erected, and/or installed in the exercise of the privilege granted P remains subject to relocation or removal on thirty (30) days notice by CITY to the USER, said notice to USER shall be given by certified mail, return receipt requested, to the following address: I aa tQ ,�r Jose 13WcI , aL 4e / ?o, Jac Saw Ile, FL 3aaD3 . The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above - described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating, replacing, or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code, and all other land use and code requirements of the CITY, including City Code Section 19 -7 (h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." Page 1 of 2 The USER, prior to making any changes from the approved plans and /or method, must obtain written approval from the City of Atlantic Beach, Public Works Department, for said change. The USER shall, at the discretion of the CITY, be requested to submit as -built drawings showing the change within thirty (30) days after the day of completion. This permit shall insure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and /or specifications, to include utilities locate requirements and use limitations /requirements of public rights -of -way and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this pen and that all of said liabilities are hereby assumed by the USER. DATE P a t ( NED this 03 day of 20Q5 B y' __� �_i Pro . ner • • signed in presence of the Notary) STATE OF FLORIDA COUNTY OF DUVAL On this ql./3 > day of Q C52 r' .,r 2045 personally appeared before me, a Notary Public in and for said County and State, � \r \ S Sot z � , the property owner of n11D (Y\Ai►'\iC(Q oca- 11 r. , Atlantic Beach, Florida, known to me to be the person(s) described in and who executed the foregoing instrument; who acknowledged to me that he or she executed the same freely and voluntarily and for the uses and purposes therein mentioned. ILOILO' %ti1fl �� s tag Po Notary Public State of Florida _. Amber Akfeberry o ry Public in :�' id County an• �. to . Ex Commission EE 850279 qp R O Expires 11/08!2016 CITY OF ATLANTIC BEACH, FLORIDA, a municipal corporation: Appro • • •• - Public Wor #s Director ��c ✓Gt Rs L _ LA ' ' r--' For Permits where city sidewalk is impacted, City Manager approval required: Jim Hanson, City Manager Page 2 of 2 CITY AC A j �i "'1 CONSTRUCTION OF ATL NTI PERMIT BE WITHIN CITY RIGHTS OF WAY AND EASEMENTS 800 Seminole Road 904 - 247 - 5800 Atlantic Beach, Florida 32233 -5445 Fax 904 - 247 - 5845 PLEASE SUBMIT (3) COMPLETE SETS OF PLANS WITH APPLICATION. Date Q,C (Q , C O t PERMIT # Job Address , �'n--) o m(� J► r ISSUED BY THE CITY IJI Permitee: �VQ,rS (IQ O. N. fL.,1NC • Telephone # qO4 Q3 - iO55 Permittee Address: I C9 S0. 4J s BI j 1 h b, hQIC' i5ONv l 11Q 1L 3 .)aaS Requesting Permission to Construct: Nat) c * r 1kCVION - R. Location: (Reference to Cross - Street) 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities /Municipalities: Jacksonville Electric Authority Yes ( ) No ( ) Date: Bell South Telephone Company Yes ( ) No ( ) Date: Ferrell Gas Yes ( ) No ( ) Date: Comcast Yes ( ) No ( ) Date: 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach • Florida De•artment of Transportation Standards and be performed under the superyi on of k i I � (Contractor's Project Superintendent) located at 1-6VPSSi Q Cff12,S Telephone #: r �O3 . 1OSS 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious area on owner's lot or in the city Right of Way are to be included with this application. 7. This permittee shall commence actual construction in good faith with 30 days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of P :lic Works shall be notified twenty -four (24) hours prior to starting work and again immediately u.. o pletio . b Notary Public State of Florida OWN ER AmberAttebeny c • My Commission EE 850279 Signed: D te: 1 ?, Z- 3 1 5 c r�° Expires 11/08/2016 Before m- is 0 3(d day of 6 in the County of Duval, ' State Of Florida, has personally appeared rf 1 S 1.1•100C1 �1 Oak ■ Notary Public at Large, State of F orida County of Duval. My commission expires: 'ersonall Kno : Produced Identificat • : /710 /444;7 6 4fr- 1 4te /Or L. 0 1/J' X fit fir : 7 2, e 1106 — hi:44n — *0174e /Or 7,13 - No,fot x 4' T 3).17 X 1/.1- / _ 23,r 9X .‘ ?-3 coio t 4(61 k 10 02.1 zl.fni sr /f p tgo gilZ.r 00 -1- d'eo 4i, 1-- (--- SITE PLAN LOT 107 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67, PAGES 132 -137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. GRAPHIC SCALE S 30 D 15 30 ( IN FEET ) 1 1 inch = 30 ft. LOT 106 / ^ / 10.1 ® %■ 11.00' N84- 20'26 "E ( R ) SO.00YC) S84'20' 26 "W R) 132. A �'(F) �' �.� za.s2' /'` w,, �`1, ,. h ® ,,.."' • _ 5 0_�.L. / \;t : Ay-, p �,'�� , 5.97 / ir` \ �� ► r 26.56' A ` P � V 0� / `P ,0 ,� 9�\rO 43.02' / 0.4 � `�, y d� /A9 /4' CD J c., .� S Ad . p \titss÷ --tC G \ , `, \ 45•63 / \\ ;%;/ h \ O., e0 \. \�1 0 � / 8.61' e+ \ -P . / Q• 11.1) tip o P h �� \. SOD BREAKDOWN °"`;w.,m ,O. J ! 1 4 3 O TOTAL LOT AREA 9,213 Sq. Ft. I R/W TO CURB 586 Sq. Ft. GROSS SOD AREA 9,799 Sq. Ft. 1 7.2.3' f1FO /CT1ON5 FOUNDATION SLAB 2,951 Sq. Ft. 12.3 - DRIVEWAY 634 Sq. Ft. LEAD WALK 34 Sq. Ft. SIDEWALK AREA 0 Sq. Ft. A/C PAD(S) & GARAGE 954. Ft. A/C PADS HAVE A 3' SIDE/REAR SETBACK \ IMPERVIOUS COVERAGE SERVICE DOOR SUB WATER /CONSERVATION 0 Sq. Ft. IMPERVIOUS Sq. Ft. LOT Sq. Ft. 6 TOTAL OFOl1CTI0NS 3.628 Sq. Ft. **SETBACKS** 3,453 Sq. F1. 9,213 Sq. Ft. 376 NET SOD AREA 6,171 Sq. Ft. FRONT - 20 FEET FROM FACE OF GARAGE TO BACK OF RIGHT OF WAY AND 15 FEET FROM BUILDING FACE OR PORCH TO BACK OF RIGHT OF WAY; EXCEPT CORNER/DOUBLE- FRONTAGE LOTS. FOR WHICH THE NON- ADDRESS FRONT /SIDE MINIMUM YARD SHALL BE 1D FEET FROM GARAGE OR BUILDING FACE TO BACK OF RIGHT O WAY. LINE TABLE LINE DIRECTION LENGTH DENOTES PROPOSED CONCRETE L1(P) 63623 613.62 DENOTES PROPOSED PAVERS CURVE TABLE m DENOTES CHEMICAL TOILET CURVE RADIUS ARC LENGTH CHORD DIRECTION CHORD LENGTH DELTA C1(P) 50.00 44.92 53354'59'E 43.42 51'28'09' e,i - DENOTES FUTURE 4" TREE 01(0) 50,00 47.12 5323919'E 45.39 53'59'29 GFNERAL NOTE& 1. BEARINGS ARE BASED ON THE CENTERLINE OF MARITIME OAK DRIVE AS BEING 6'38'23114'# (L1). 2. DRAINAGE ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988. 3. THE LANDS SHOWN HEREON LIE WITHIN FLOOD ZONE • X' AS DEPICTED ON THE FLOOD INSURANCE RATE MAP (0.1.9.9.) COMMUNITY NUMBER 120077. PANEL NUMBER 0406H, DATED, JUNE 3, 2013. THE FLOOD ZONES SHOWN ON THIS SITE PLAN ARE SCALED OF O THE 0.6.M.A. 0.1.9.9. MAPS AND ARE FOR REFERENCE ONLY. THE 0.I.R.N. INFORMATION AND DELINEATION'S ON THIS SITE PUN ARE VALID ONLY FOR DATES UP TO AND INCLUDING THE DATE OF THIS 517E PLAN. THERE MAY HAVE BEEN SUBSEQUENT REN0ON5 AFTER THIS DATE THAT WILL SUPERSEDE SAID INFORMATION. INQUIRIES SHOULD BE MADE TO THE COMMUNITY'S FLOOD PLANE MANAGEMENT REPOSITORY. DEPARTMENT OF PUBLIC WORKS, CITY OF ATLANTIC BEACH. 4. FLOOD MAPS REFERENCED HEREON ARE BASED ON NAVD 1988. 5. NO UNDERGROUND FOUNDATIONS DR UTILITIES & NO IMPROVEMENTS, OTHER THAN THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF THIS SITE PLAN. 6. 400111ON5, DELETIONS AND /OR ANY WRITTEN INFORMATION ADDED TO THIS MAP AND /0R REPORT IS PROHIBITED AND IS NOT AUTHORIZED BY THE SIGNING SURVEYOR. 7. THIS MAP I5 INTENDED TO BE VIEWED AT A SCALE OF 1' -30' OR SMALLER. 8. ENTRIES & PATIOS DEPICTED AS EXTENDING INTO THE BUILDING RESTRICTION LIMITS 9UST REMAIN UNCOVERED & NOT ENCLOSED. 9. UPLAND BUFFERS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL, VEGETATIVE. AND UNDISTURBED. 1D. DIMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF. 11. THIS SITE PUN 15 ONLY FOR THE LANDS AS DESCRIBED. IT I5 NOT A CERTIFICATE OF TITLE. ZONING. EASEMENTS OR FREEDOM OF ENCUMBRANCES. 12. THIS SITE PLAN WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS, ENVIRONMENTALLY SENSITIVE AREAS, WILDLIFE HABITATS OR JURISDICTIONAL LINES OF ANY FEDERAL, STATE, REGIONAL OR LOCAL AGENCY. BOARD, AND COMMISSION OR 1 OTHER ENTITY AND ANY LIABILITY RESULTING THEREFROM IS NOT THE RESPONSIBILITY OF THE UNDERSIGNED. 13. UNLESS A COMPARISON I5 MADE, MEASURED BEARINGS AND DISTANCES ARE IDENTICAL WITH PLAT VALUES. 14. THIS 511E PLAN I5 BASED ON INFORMATION AS PROVIDED BY 191 CLIENT. 15. BUILDING AND IMPROVEMENTS. IF ANY, AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY LINES ALL BUILDING DES ARE SHOWN TO THE FOUNDATION. 16. THIS 15 NOT A BOUNDARY SURVEY. 17. PUBUC SIDEWALKS DEPICTED HEREON ARE BASED ON THE CONSTRUCTION PLANS. THEY ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE RELIED UPON FOR CONSTRUCTION. FOR CORRECT LOCATION AND /OR DIMENSIONS REFER TO THE MOST CURRENT SET OF CONSTRUCTION PLANS. THERE 15 A MAXIMUM 26 SLOPE ON ALL SIDEWALKS. ALL SIDEWALK AND FUTWORK SHALL, AT A MINIMUM, MEET CURRENT CITY OF ATLANTIC BEACH AND ADA STANDARDS CROSS SLOPES SHALL BE NO MORE THAN 2x THE PORTION OF THE SIDEWALK WHICH TRANSVERSES THROUGH THE DRIVEWAY APRON SHALL ALSO MEET 1615 REQUIREMENT. ALSO. PLEASE NOTE THAT 00LITIE5 (METER BOXES. VALVES. ETC.) SHALL NOT BE INSTALLED WITHIN THE SIDEWALK. 18. A/C PADS MUST MAINTAIN 2' AWAY FROM ANY PROPERTY LINE AND CAN NOT ENCROACH INTO A DRAINAGE EASEMENT DUE TO DRAINAGE PURPOSES. 19. PLEASE REFER TO THE PLAT FOR ADDITIONAL ITEMS THAT MAY AFFECT THIS LOT. REVISION A: REVISED SITE PLAN - MOVED HOUSE (12/12/15) (LAS /NEB) PREPARED FOR: RIVERSIDE HOMES CERTIFIED TO: RIVERSIDE HOMES VIIIII " Wm r,le BARTRAM TRAIL SURVEYING, INC. LAND SURVEYORS - PLANNERS - LAND DEVELOPMENT CONSULTANTS 1501 COUNTY ROAD 315 SUITE N0. 108 (904 284 -2224 �I, GREEN COVE SPRINGS, FL 32043 FAX (904 284 -2258 CERTLFICATE OF AUTHORIZATION LB /89 1 m MOWS NOT """"` COPYRIGHT © 2015 rw. . . " g w�o, w V 'I HEREBY CERTIFY, that this curve NOTATION, F.I.R.M. FLOOD ZONE % (N /A) s...w..,, "�,o." . y graphically represents The survey hereon was made without benefit of abstract or W/ ELEVATION: r the results of 9 field survey made under my responsible search of title, and therefore the undersigned and Bartram p'- ` "1 direction and complies with the latest Standards Of Trail Surveying ake no Certifications din information PANEL ND.: ying regarding 120077 0406H 6/3/13 1 1.4 - Practice for Surveys os promulgated by the Florid. State shown or not shown hereon pertaining to easements, claims Board of Professional Surveyors and Mappers, Chapter of easements, Rights -of -way, setback lines, overlaps, FB /PG: ; ; _ °Pm , w" ...., 5J -17 F.A.C.; Pursuant to section 472.027, Florida Boundary Line disputes, ogreements, reservations or other N/A '��'" statues, subject to all notes and notations shown hereon. similar matters which may appear in the abstract, or search. _ N/A N/A This survey Is prepared and certified for the exclusive use of DATE 10/6/15 I SCALE 1' =' - ppO1r"' � .a '"' FIELD WORK COMPLETED MAP ORIGINALLY SIGNED the client named hereon and the survey mop and report of uw� the copies thereof are not valid without the signature and PROJECT NO.: vae,m N/A the original raised seal of a Florido licensed surveyor and 1349_15 - 054 I REVISION: A 30 o RAYMOND PAUL SUTHERLAND, P.S.M. mapper. '°' °'°`"^" STATE OF FLORIDA LICENSE NUMBER LS 6477 DRAWN BY: LAS CHECKED 8Y: RPS SHEET 1 OF 1 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH +!w '* '°"• f 800 Seminole Road, Atlantic Beach, FL 32233 ;.. ,. �.. i Office (904) 247 -5826 Fax (904) 247 -5845 Job Address: 11 1 I me r 1 }� ( be � J�� ?,3 Permit Number: / - sne - //O O 2q E.� 51 Legal Description MI {ic- & u, cob UNIT l q+ Parcel # I (Ci 505 -1 7( 05 F oor Ar o Sq.Ft . Sq.Ft Valuation of Work $ 5C DOo Proposed Work heated /cooled a 3 non - heated /cooled (QI Class of Work (circle one): New Addition Alteration Repair Move Demolition pool /spa window /door Use of existing /proposed structure(s) (circle one): Commercial C.IlesidentialT If an existing structure, is a fire sprinkler system installed? (Circle one): Yes No C /A) Florida Product Approval # For multiple products use product approval form Describe in detail the type of work to be performed: Nip 11) CONKS u, e +I ON - SC Property Owner Information: Name:Rt f40MI S Oc• N. f1... ( vie . Address: lag 7(.9 Ia0 City )0.CKSoc\i\i111k_ State \LZip a3 Phone C104- S03. f-E2 E -Mail or Fax # (Optional) a 0.beYr 9 mt, riV,QXiskkQ . CC(Y) Contractor Information: Company Name:K \VQSsi }- kane_S o -- N. VL. INC • Qualifying Agent: Met-1--thew ? ohEr {-S Address: SOu i JQS2 3(Vd 4 - e /0)6 City c-JO CKSOrvvi I le State >FL Zip3 . 3 Office Phone 904-503.1055 Job Site/ Contact Number Fax # State Certification/Registration # C_3C I a5 4135 Architect Name & Phone # NE . 904 • DIQO. 3319 Engineer's Name & Phone # art eX TeQNOLc( U 0104 • 1- )OO Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void ff work is not commenced within six (6) months, or if construction or work is suspended or abandoned f or 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 ' t 1 ROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSUL / T YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby certifil that I have rea• and • mi - is .pli. • tion and kn, n he same to be true and correct. All provisions of laws and ordinances governin this type o/'work will be complied with whether spe • fie • ' • rei . 'not. e : •nting of a p t does not presume to give authority to violate or cancel the provisions of any other fral, scat- .vr- -- local law regulating construc ion 'r the .er : m• ce o onstruction. Signature of Owner:. `� •. Signature of Contractor: // �` r Print Name: Ai S Print Name: Ma + +he t SworzA4nd subsczibed before me SworLte, ;, d subscribeikefore me %h this ) 5 "Day of , CJZM .� , 2015_ this Pay of , 20 (5 ordik. As! . itary ' 'u. 1c Div " Notary Public State of Florida Amber Atteberry 0 , w Notary Public State of Florida M $~ o y Commission EE 850279 ? Amber Atteberry sloe E 4 aF R om Expires 11/08/2016 Q My Commission EE 850279 " A Expires 11/08/2016 ABCC94 Ply: 1 SEAN: 17847 / T22 / COMN AnastasiaA9 Qty: 1 FROM: DRW: T15 Wgt: 133.0 Ibs ... / ... 12/09/15 1'5 "8 6'8 "14 11'11 "8 172"2 22'5 "8 23'11" 1'5"8 5 '3 "6 I 5 "10 I 5 "10 I 5'3 "6 I 1 "8 - D =4X4 12 4 p 4X5 C E--,--4X5 O0 3X8 B F 3X8 1112X4A •.- ■ 0\ G 1113X3 i 1 ❑ ❑ 1 ❑ ❑ 1= w11 rk1a1"2 112X4(") = = = 4X5 6X8 4X5 :-M III2X4("') N 1114X4 M L K J 11141X41 H 1- 1' 1 21'11" 1. 1I - 1712 52"10 56 "2 56 "2 52"10 12"12 1 1'2 "12 I I I 11'11 "8 I 17'5"10 I 22'8 "4 1 23'11" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl /CSI Criteria • Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7 -10 Pg: NA Ct: NA CAT: NA PP Deflection in Ioc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 130 mph Pf: NA Ce: NA VERT(LL): 0.070 E 999 257 M 776 / 1039 / 1025/ - / 88 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.099 K 999 257 1 776 / 1039 / 1025/ - / - / 5.5 BCDL: 5.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.056 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP: C HORZ(TL): 0.059 D - - M Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 1.5 1 Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.506 Bearings M & 1 Fcperp = 565psi. I Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.926 Spacing: 24.0 " MWFRS Parallel Dist: h to 2h Rep Factors Used: No Max Web CSI: 0.941 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 176 -189 D - E 1203 -1273 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 B - C 1870 -1930 E - F 1860 -1919 Lumber Loading C - D 1201 -1271 F - G 225 -238 Value Set: 13B (Effective 6/1/2013) Truss transfers a maximum horizontal load of Top chord 2x4 SP #2 4535 # ( 189.62 plf) along top chord, from either Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #2 direction, to supports where indicated. Diaphragm and Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 :W1, W11 2x10 SP #2: connections are to be designed by Engineer of Record. N - M 414 -400 K - J 2119 -2039 :W2, W10 2x6 SP #2: Drag Loads: Force( #) (PLF) Mbr Start End Case 1: 4535 189.62 TC 0.00 23.92 M - L 2491 -2455 J -1 2050 -2034 Lumber value set "13B" uses design values 4535 412.27 BC 0.00 11.00 L - K 2988 -2762 1 - H 451 -436 approved 1/30/2013 by ALSC Case 2: 4535 189.62 TC 0.00 23.92 4535 412.27 BC 0.00 11.00 Maximum Web Forces Per Ply Ibs y ( ) Plating Notes Case 3: 4535 189.62 TC 0.00 23.92 Webs Tens.Comp. Webs Tens. Comp. ( * *) 2 plate(s) require special positioning. Refer to 4535 412.27 BC 0.00 11.00 scaled plate plot details for special positioning Case 4: 4535 189.62 TC 0.00 23.92 A - N 33 - 31 K - E 507 -548 requirements. 4535 412.27 BC 0.00 11.00 M - B 1044 -987 E - J 342 -288 Plates sized for a minimum of 4.00 sq.in. /piece. Case 5: 2165 90.52 TC 0.00 23.92 B - L 1774 -1699 J - F 1815 -1737 2165 412.38 BC 18.67 23.92 L - C 334 -280 F - I 1054 - 998 Purlins Case 6: 2165 90.52 TC 0.00 23.92 C - K 495 -536 G - H 25 24 2165 412.38 BC 18.67 23.92 In lieu of structural panels or rigid ceiling use purlins Case 7: 2165 90.52 TC 0.00 23.92 D - K 324 - 88 to laterally brace chords as follows: 2165 412.38 BC 18.67 23.92 Chord Spacing(in oc) Start(ft) End(ft) Case 8: 2165 90.52 TC 0.00 23.92 TC 24 0.00 23.92 2165 412.38 BC 18.67 23.92 BC 40 0.00 23.92 Drag Load for wind only Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Additional Notes Wind Negative reaction(s) of -1039# MAX. (See Max Wind loads based on MWFRS with additional C &C Reactions table above) Requires uplift connection. member design. The overall height of this truss excluding overhang is Left and right cantilevers are exposed to wind 4 -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 ABCC94 Ply: 1 SEQN: 17757 / T27 / COMN AnastasiaA9 Qty: 1 FROM: DRW: T16 Wgt: 103.6 Ibs ... I ... 12/09/15 5'11 "12 11'11 "8 17'11 "4 23'11" 5'11 "12 I 5'11 "12 1 5 '11 "12 1 5'11 "12 D 1114X5 12 4 p a017 2X4 C E a3X3 io - v 4X46 F 4X4 1115X7(E5) 1115AX7(ES) 04 ' G Y m Y • 10'1'2 fe.. =4X5 =3X4 =4X5 J 1 H 7'11 "11 2'0"5 511 "5 7'11 "11 I. 1 7'11"11 I 10' I 15'11 "5 I 23'11" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria • Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7 -10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 130 mph Pf: NA Ce: NA VERT(LL): 0.115 E 999 286 A 774 / 912 / 930 / - / 104 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.177 D 999 286 G 774 / 912 / 930 / - / - / 5.5 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.070 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP: C HORZ(TL): 0.074 F - - A Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: 15.00 ft Code / 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: 0.647 Bearings A & G Fcperp = 565psi. Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.999 Spacing: 24.0 " MWFRS Parallel Dist: h/2 to h Rep Factors Used: Yes Max Web CSI: 0.736 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 2528 - 2582 D - E 1261 -1474 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 B - C 2247 -2296 E - F 2171 -2216 Lumber Loading C - D 1340 -1475 F - G 2451 -2502 Value Set: 13B (Effective 6/1/2013) Truss transfers a maximum horizontal load of Top chord 2x4 SP #2 4535 # ( 189.62 plf) along top chord, from either Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #2 direction, to supports where indicated. Diaphragm and Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 connections are to be designed by Engineer of Record. A - J 2259 -2267 I - H 2531 -2369 :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' Drag Loads: Force( #) (PLF) Mbr Start End Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' Case 1: 4535 189.62 TC 0.00 23.92 J - I 2119 -1956 H - G 2350 -2285 4535 412.27 BC 0.00 11.00 Lumber value set "13B" uses design values Case 2: 4535 189.62 TC 0.00 23.92 Maximum Web Forces Per Ply (Ibs) approved 1/30/2013 by ALSC 4535 412.27 BC 0.00 11.00 Case 3: 4535 189.62 TC 0.00 23.92 Webs Tens.Comp. Webs Tens. Comp. Plating Notes 4535 412.27 BC 0.00 11.00 C - J 218 -331 D - H 426 -233 Plates sized for a minimum of 4.00 sq.in. /piece. Case 4: 4535 189.62 TC 0.00 23.92 J - D 426 - 200 H - E 209 - 331 4535 412.27 BC 0.00 11.00 Purlins Case 5: 2165 90.52 TC 0.00 23.92 In lieu of structural panels or rigid ceiling use purlins 2165 412.38 BC 10 29 Case 6: 2165 90.52 TC 0.00 0 23.92 2 to laterally brace chords as follows: 2165 412.38 BC 18.67 23.92 Chord Spacing(in oc) Start(ft) End(ft) Case 7: 2165 90.52 TC 0.00 23.92 TC 24 0.00 23.92 2165 412.38 BC 18.67 23.92 BC 42 0.00 23.92 Case 8: 2165 90.52 TC 0.00 23.92 Apply purlins to any chords above or below fillers 2165 412.38 BC 18.67 23.92 at 24" OC unless shown otherwise above. Drag Load for wind only. Wind Wind loads based on MWFRS with additional C &C member design. Additional Notes Negative reaction(s) of -912# MAX. (See Max Reactions table above) Requires uplift connection. The overall height of this truss excluding overhang is 4 -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 APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray IMELEMEMI PE No. 60839 PE No. 58544 PE No 71457 ABCC94 Ply: 1 SEAN: 17770 / T23 / COMN AnastasiaA9 Qty:7 FROM: DRW: T17 Wgt:117.6Ibs ... / ... 12/09/15 611"8 I 11'11"8 I 16' 11"8 1 23'11" 611"8 5' 5' 6 C 1114X5 12 ii 4 p 1112X4 B D 1113X3 co "v 4X5(B1)A T E- 4X5(81) L 1 1 1 ! 10'1.'2 ch T1 "4 - X5 2'10 "12 -5X5 6'9 "12 62 4X5 7'1"4 ' - 1 7'1 "4 I 10' I- 16'9 "12 I 23'11" 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): 0.176 D 999 283 A 974 / 714 / 1131/ - / 88 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.276 H 999 283 E 974 / 714 / 1131/ - / - / 5.5 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.063 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP: C HORZ(TL): 0.067 F - - A Min Brg Width Req = 1.5 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: 0.800 Bearings A & E Fcperp = 565psi. Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.965 Spacing: 24.0" MWFRS Parallel Dist: h/2 to h Rep Factors Used: Yes Max Web CSI: 0.326 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 1715 -3003 C - D 1027 -2172 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 B - C 1017 -2158 D - E 1690 -2999 Lumber Loading Value Set: 13B (Effective 6/1/2013) Truss transfers a maximum horizontal load of Maximum Bot Chord Forces Per Ply (Ibs) 4535 # ( 189.62 plf) along top chord, from either Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP #2 direction, to supports where indicated. Diaphragm and Bot chord 2x6 SP #2 :B2 2x6 SP SS Dense: connections are to be designed by Engineer of Record. A - H 2802 -1648 G - F 2884 -1999 Webs 2x4 SP #3 Drag Loads: Force( #) (PLF) Mbr Start t End H - G 2462 -1577 F - E 2860 -1607 Lumber value set "13B" uses design values Case 1: 4535 189.62 TC 0.00 23.92 approved 1/30/2013 by ALSC 4535 422.32 BC 0.26 11.00 Maximum Web Forces Per Ply (Ibs) Case 2: 4535 189.62 TC 0.00 23.92 Webs Tens.Comp. Webs Tens. Comp. Special Loads 4535 422.32 BC 0.26 11.00 - - -- (Lumber Dur.Fac. =1.25 / Plate Dur.Fac. =1.25) Case 3: 4535 189.62 TC 0.00 23.92 B - H 231 -301 C - F 855 -383 TC- From 55 plf at 0.00 to 55 plf at 11.96 4535 422.32 BC 0.26 11.00 H - C 837 -370 F - D 231 -305 TC- From 55 plf at 11.96 to 55 plf at 23.92 Case 4: 4535 189.62 TC 0.00 23.92 BC- From 10 plf at 0.00 to 10 plf at 6.96 4535 422.32 BC 0.26 11.00 BC- From 50 plf at 6.96 to 50 plf at 10.00 Case 5: 2165 90.52 TC 0.00 23.92 BC- From 50 plf at 10.00 to 50 plf at 16.96 2165 434.02 BC 18.67 23.65 BC- From 10 plf at 16.96 to 10 plf at 23.92 Case 6: 2165 90.52 TC 0.00 23.92 2165 434.02 BC 18.67 23.65 Plating Notes Case 7: 2165 90.52 TC 0.00 23.92 2165 434.02 BC 18.67 23.65 Plates sized for a minimum of 4.00 sq.in. /piece. Case 8: 2165 90.52 TC 0.00 23.92 Purlins 2165 434.02 BC 18.67 23.65 In lieu of structural panels or rigid ceiling use purlins Drag Load for wind only. to laterally brace chords as follows: Additional Notes Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 23.92 Negative reaction(s) of -714# MAX. (See Max BC 41 0.13 23.79 Reactions table above) Requires uplift connection. Apply purlins to any chords above or below fillers The overall height of this truss excluding overhang is at 24" OC unless shown otherwise above. 4 -8 -0. Wind Wind loads based on MWFRS with additional C &C member design. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 ep7;\, Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No. 60839 PE No. 58544 PE No. 71457 I ABCC94 Ply: 1 SEQN: 17749 / T2 / HIPS AnastasiaA9 Qty: 1 FROM: DRW: T18 Wgt: 105.0 Ibs ... / ... 12/09/15 6' 11'11 "8 17'11" 23'11" 6' I 511 "8 I 5.11 "8 I 6' 12 =4X10 1112X4 =4X10 4 p C D E T m 553X46 i.,, 1114X8(E5) F 3X4 1114X8(E5) T q J G J? 1 (' 10'1 "2 - 1112X4 =6X8 1113X3 J I H 6'112 59 "12 5'912 61 "12 1 6'1' 12 I 11'11 "8 I 17'9 "4 I 23'11" 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): 0.141 D 999 286 A 774 / 247 / 342 / - / 44 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.271 D 999 286 G 774 / 247 / 342 / - / - / 5.5 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.032 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP: 0 HORZ(TL): 0.062 H - - A Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: 15.00 6 Code / 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: 0.429 Bearings A & G Fcperp = 565psi. Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.969 Spacing: 24.0 " MWFRS Parallel Dist: h/2 to h Rep Factors Used: Yes Max Web CSI: 0.369 Maximum Top Chord Forces Per Ply (lbs) C &C Dist a: 3.00 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 754 -1783 D - E 918 -2005 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 B - C 733 -1654 E - F 733 -1654 Lumber C - D 918 -2005 F - G 753 -1783 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 A - J 1529 -645 I - H 1531 -642 :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' J - I 1531 -641 H - G 1529 -645 :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Webs Tens. Comp. Plating Notes C - J 167 0 D - I 192 -330 Plates sized for a minimum of 4.00 sq.in. /piece. C - I 544 -211 H - E 167 0 I - E 544 -211 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 23.92 BC 105 0.00 23.92 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C &C member design. Additional Notes The overall height of this truss excluding overhang is 2 -8 -2. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray T E C H N O L O G Y PE No. 60839 PE No. 58544 PE No. 71457 ABCC94 Ply: 1 SEQN: 17747 / T7 / HIPS AnastasiaA9 Qty: 1 FROM: DRW: T19 Wgt: 112.0 Ibs ... / ... 12/09/15 4' 9'6" 14'6 "12 19'11" 23'11" f- 4' I 5 , 6 " f 5 , 0 „ 1 5 , 4 „ 4 I- 4' I 12 4 L =4X5 T2 1112X4 C==-6X8 D E 6X8 F T ,3X4 1 N = 6X6(E1) B ' • 1 3X4 =6X6(E1) is A G H • 1 8'2 1 _ ■1titi ti � 10'1 "2 III2 1114X8 K H0310 =6X8 1113X3 - =- L 4'1"12 5'0"12 9 "8 4'6 "12 52"8 41"12 1 4'1 "12 I 9'2 "8 1 I 10' 14'6'12 I 19'9 "4 I- 23'11' 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def /CSI Criteria ♦ Maximum Reactions (lbs) TCLL: 20.00 Wind Std: ASCE 7 -10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 130 mph Pf: NA Cc: NA VERT(LL): 0.387 D 741 287 A 1502 / 487 /- /- /- / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.739 D 388 287 H 1501 / 487 / - / - / - / 5.5 BCDL: 5.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.064 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP: C HORZ(TL): 0.122 C - - A Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 1.5 H Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.732 Bearings A & H Fcperp = 565psi. Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.997 Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: Yes Max Web CSI: 0.755 Maximum Top Chord Forces Per Ply (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 1146 - 3507 E - F 1664 - 5127 Wind Duration: 1.60 WAVE, HS VIEW Ver: 15.01.02F1.1028.19 B - C 1131 -3475 F - G 1129 -3474 Lumber Purlins C - D 1644 -5081 G - H 1144 -3506 Value Set: 13B (Effective 6/1/2013) In lieu of structural panels or rigid ceiling use puffins D - E 1664 -5127 Top chord 2x4 SP #2 :T2 2x4 SP M -30: to laterally brace chords as follows: Bot chord 2x4 SP M -30 Chord Spacing(in oc) Start(ft) End(ft) Maximum Bot Chord Forces Per Ply (lbs) Webs 2x4 SP #3 TC 24 0.00 23.92 Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' BC 66 0.00 23.92 :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' Apply purlins to any chords above or below fillers A - M 3236 -1053 K - J 5153 -1682 at 24" OC unless shown otherwise above. M - L 3240 -1045 J - 1 3238 -1043 Lumber value set "13B" uses design values L - K 5153 -1682 I - H 3234 -1051 approved 1/30/2013 by ALSC Additional Notes Special Loads The overall height of this truss excluding overhang is Maximum Web Forces Per Ply (Ibs) 2-0-2. Webs Tens.Comp. Webs Tens. Comp. -----(Lumber Dur.Fac. =1.25 / Plate Dur.Fac. =1.25) TC- From 55 plf at 0.00 to 55 plf at 4.00 C - M 105 0 E - J 224 -417 TC- From 27 plf at 4.0010 27 plf at 19.92 C - L 1939 -630 J - F 1983 -652 TC- From 55 plf at 19.92 to 55 plf at 23.92 L - D 230 -432 1 - F 108 0 BC- From 10 plf at 0.00 to 10 plf at 4.01 D - J 19 -28 BC- From 5 plf at 4.01 to 5 plf at 10.00 BC- From 5 plf at 10.00 to 5 plf at 19.91 BC- From 10 plf at 19.91 to 10 plf at 23.92 TC- 294 Ib Conc. Load at 4.01,19.91 TC- 102 Ib Conc. Load at 6.06, 8.06,10.06,11.85 13.85,15.85,17.85 BC- 135 Ib Conc. Load at 4.01,19.91 BC- 57 Ib Conc. Load at 6.06, 8.06,10.06,11.85 13.85,15.85,17.85 Plating Notes Plates sized for a minimum of 4.00 sq.in. /piece. Wind Wind loads and reactions based on MWFRS. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek 8 Murray PE No 60839 PE No. 58544 PE No. 71457 ABCC94 Ply: 1 SEQN: 17851 / T37 / VAL AnastasiaA9 Qty: 2 FROM: DRW: V01 Wgt:79.8lbs ... / ... 12/09/15 5"3 3'6 "3 4'10' 3 I 6'2"3 I 7 I 8 "3 I 10 I 11 "3 I 14 7 "3 1 5'Q "6 I 5" 3'1" I 14 1'4" 1'4" 1'4" i'4" 1'4" 3'1" 5" _ Em 4X4 1113X3 D III F 12 C G 1113X3 9 cv ill it B H 1113X3 co i 0.2X4(D8R) Q A= O 2X4(D8R) 12'1 "12 — 15 3 , 1 " i 1 , 4 " i 1,4" I- N 1 , 4 " I M 1 , 4 " I L 1 , 4 " IK 1 , 4 " I J 3 , 1 „ � „ 5 3'6 "3 4'10 "3 6'2 "3 7'6 "3 8'10 "3 10'2 "3 11'6 "3 14'7 "3 5' "6 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl /CSI Criteria • Maximum Reactions (lbs), or * =PLF TCLL: 20.00 Wind Std: ASCE 7 -10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 130 mph Pf: NA Ce: NA VERT(LL): 0.002 J 999 240 Q* 61 /239 /406 /- / 144 / 180 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.005 J 999 180 Wind reactions based on MWFRS BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.002 P - - Q Min Brg Width Req = - Des Ld: 32.00 EXP: C HORZ(TL): -0.003 J - - Bearing 0 Fcperp = 565psi. 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: 0.065 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.056 Chords Tens.Comp. Chords Tens. Comp. 1 Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: Yes Max Web CSI: 0.050 A - B 72 83 E - F 116 36 C &C Dist a: 3.00 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: B - C 38 17 F - G 84 - 52 GCpi: 0.18 Plate Type(s): C - D 56 -3 G - H 82 -67 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 D - E 116 -20 H - 1 124 -115 Lumber Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (lbs) Top chord 2x4 SP #2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP #2 A - P 103 - 61 M - L 113 - 68 Webs2x4SP #3 P - O 109 -65 L - K 111 -68 Lumber value set "136" uses design values 0 - N 111 - 66 K - J 109 - 68 approved 1/30/2013 by ALSC N - M 113 -68 J - I 103 -68 Plating Notes Maximum Web Forces Per Ply (Ibs) AU plates are 2X4 except as noted. Webs Tens.Comp. Webs Tens. Comp. Plates sized for a minimum of 4.00 sq.in. /piece. g _ p 125 -132 J - H 125 132 Purlins E - M 12 -102 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Maximum Gable Forces Per Ply (lbs) Chord Spacing(in oc) Start(ft) End(ft) Gables Tens.Comp. Gables Tens. Comp. TC 24 0.58 14.45 BC 75 0.43 14.60 C - O 66 -55 L - F 87 -89 Apply purlins to any chords above or below fillers D - N 87 - 89 K - G 66 - 55 at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C &C member design. Additional Notes See DWGS A14015ENC101014 & GBLLETIN1014 for gable wind bracing requirements. See DWG VAL160101014 for valley details. The overall height of this truss excluding overhang is 5 -3 -12. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray T E C H N O L O G Y PE No 60839 PE No. 58544 PE No. 71457 d ABCC94 Ply: 1 SEQN: 17853 / T43 / VAL AnastasiaA9 Qty: 2 FROM: DRW: V02 Wgt: 54.6 Ibs .. / ... 12/09/15 27"8 I 678 I 10'7 "8 I 13'3"1 2'7"8 4' 4• 278 C =4X4 12 9 V N O rn 112X48 D 112X4 ,�_ A i y , y ■ ■ ,,,,, 12'9'12 v 02X4(D8R) H 1112X4 G 1112X4 F 112X4 13'3'1 278 , 8 4' 4' 27'8 I' 27 " 8 I 6 I 10 I 13 "1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl /CSI Criteria • Maximum Reactions (lbs), or * =PLF TCLL: 20.00 Wind Std: ASCE 7 -10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 130 mph Pf: NA Cc: NA VERT(LL): 0.001 C 999 240 A* 67 / 227 / 376 / - / 136 / 159 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.002 C 999 180 Wind reactions based on MWFRS BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.001 B - - A Min Brg Width Req = - Des Ld: 32.00 EXP: C HORZ(TL): -0.002 B - - Bearing A Fcperp = 565psi. NCBCLL: 10.00 Mean Height: 15.47 ft Code / Misc Criteria Creep Factor: 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.324 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.187 Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 " MWFRS Parallel Dist: h/2 to h Rep Factors Used: Yes Max Web CSI: 0.071 A - B 61 - 73 C - D 115 -108 C &C Dist a: 3.00 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: B - C 115 -108 D - E 109 -121 GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 Maximum Bot Chord Forces Per Ply (lbs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set: 13B (Effective 6/1/2013) A - H 65 -41 G - F 70 -49 Top chord 2x4 SP #3 H - G 70 - 49 F - E 75 - 51 Bot chord 2x4 SP #3 Webs 2x4 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 B - H 225 -237 F - D 225 -237 Plating Notes C - G 3 -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 -0.68 12.28 BC 120 -0.82 12.43 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C &C member design. Additional Notes See DWG VAL160101014 for valley details. The overall height of this truss excluding overhang is 5 -0 -2. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No. 60839 PE No. 58544 PE No. 71457 ABCC94 Ply: 1 SEQN: 17857 / T19 / VAL AnastasiaA9 Qty: 2 FROM: DRW: V03 Wgt: 42.0 Ibs ... / ... 12/09/15 5'8 "14 11'5 "11 5 5,8"14 I 8 _ =4X4 II 12 . 9 V N V V Ilhil �2 ?C4(DBR) 1 A i i 0 13'512 I2X4(D8R) D 1112X4 11'5 "11 I 5'814 5'8 "14 5'8 "14 I 11'5"11 I 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): 0.019 D 999 240 A* 67 / 194 / 323 / - / 116 / 137 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.046 D 999 180 Wind reactions based on MWFRS BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.011 D - - A Min Brg Width Req = - Des Ld: 32.00 EXP: C HORZ(TL): -0.025 D - - Bearing A Fcperp = 565psi. NCBCLL: 10.00 Mean Height: 15.81 ft Code / Misc Criteria Creep Factor: 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.718 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.543 Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 " MWFRS Parallel Dist: h/2 to h Rep Factors Used: Yes Max Web CSI: 0.189 A - B 327 -184 B - C 327 -184 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: 15.01.02F1.1028.19 Chords Tens.Comp. Chords Tens. Comp. Lumber A - D 232 -199 D - C 232 -199 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Maximum Web Forces Per Ply (Ibs) Bot chord 2x4 SP #3 Webs Tens.Comp. Webs 2x4 SP #3 Lumber value set "13B" uses design values B - D 346 - 561 approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in. /piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -0.21 10.97 BC 75 -0.36 11.12 Apply pudins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C &C member design. Additional Notes See DWG VAL160101014 for valley details. The overall height of this truss excluding overhang is 4 -4 -2. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No. 60839 PE No. 58544 PE No. 71457 ABCC94 Ply: 1 SEQN: 17859 / T59 / VAL AnastasiaA9 City: 2 FROM: DRW: VO4 Wgt: 36.4 lbs ... / ... 12/09/15 4'10 "3 9'8"6 I I 4 "3 I 410 B =4X4 . T IN 12 9 V N En M 2X4(D9R) III A A\ 14'1 "12 IV 2X4(D8R) D 1112 4 9 I 4103 I 4103 I 4'10"3 9'8"6 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria • Maximum Reactions (lbs), or' =PLF TCLL: 20.00 Wind Std: ASCE 7 -10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 130 mph Pf: NA Ce: NA VERT(LL): 0.011 D 999 240 A* 67 / 160 / 270 / - / 97 / 116 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.027 D 999 180 Wind reactions based on MWFRS BCDL: 5.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.006 D - - A Min Brg Width Req = - Des Ld: 32.00 EXP: C HORZ(TL): -0.015 D - - Bearing A Fcperp = 565psi. NCBCLL: 10.00 Mean Height: 16.14 ft Code / Misc Criteria Creep Factor: 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.502 Maximum Top Chord Forces Per Ply (lbs) Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.371 Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 " MWFRS Parallel Dist: h/2 to h Rep Factors Used: Yes Max Web CSI: 0.113 A - B 240 -132 B - C 240 -132 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 (lbs) Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 Chords Tens.Comp. Chords Tens. Comp. Lumber A - D 181 -139 D - C 181 -139 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Maximum Web Forces Per Ply (lbs) Bot chord 2x4 SP #3 Webs Tens.Comp. Webs 2x4 SP #3 Lumber value set "13B" uses design values B - D 271 -428 approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in. /piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -0.21 9.19 BC 75 -0.36 9.34 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C &C member design. Additional Notes See DWG VAL160101014 for valley details. The overall height of this truss excluding overhang is 3 -8 -2. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 A P E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray ILEIBIMMI PE No 60839 PE No 58544 PE No. 71457 z FILE COPY SITE PLAN LOT 94 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67, PAGES 132 -137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. GRAPHIC SCALE \ 30 D ,5 30 ( IN FEET ) 10.7) � 1 inch = 30 ft 5.17' �o C3') „0,C5. O 1 0 G `en ' \53.S' \53.S' A l () 6T........... a `' 10,1 tt • 11' 'b. ? 11.3 3 �' Mr rt. • ato9c ;GI �' �r ° q b �F. * � may .b �� \,.., ...\ \ .,..\<D' - .. - - . 0' :( OJ7 J A ' ` . yM1-� . 1F�O 5,17' O J 0' 15,16. h��6 2.0.. �pR 0 J .4 .o / c LINE TABLE 11.2 .. LINE DIRECTION LENGTH ‹. tJ` , LT(P) N3623'04 "W 55.00 \ 12(P) 531323'04 55.00 \ L3(C) N3823'04 "W 2.15 \ ••SETBACKS•• FRONT - 20 FEET FROM FACE OF GARAGE TO BACK OF RIGHT OF WAY AND 15 FEET FROM BUILDING FACE OR PORCH TO BACK OF RIGHT OF WAY; SOD BREAKDOWN ¢ nD EXCEPT CORNER/DOUBLE- FRONTAGE LOTS, FCR WHICH THE NON- ADDRESS FRONT/SIDE MINIMUM YARD SHALL BE 10 FEET FROM GARAGE OR BUILDING TOTAL LOT AREA 6,599 Sq. Fl. FACE TO BACK O RIGHT OF WAY. R/W TO CURB 742 Sq. Ft. GROSS SOD AREA 7,341 Sq. Ft, DFDUCTIDN0 © DENOTES CHEMICAL TOILET FOUNDATION SLAB 3,331 Sq. Ft. DRIVEWAY 887 Sq. Ft. . ) — DENOTES FUTURE 4" TREE LEAD WALK de STEEPS69 Sq. Ft. SIDEWALK AREA 0 Sq. Ft. A/C PAD(S) GARAGE GSD - DENOTES GARAGE SERVICE DOOR SERVICE DOOR SLAB 18 Sq. Fl. IMPERVIOUS COVERAGE WATER /CONSERVATION0 Sq. Ft. I DENOTES PROPOSED WOOD IMPERVIOUS Sq. Ft. LOT Sq. Ft. 0 TOTAI DEDUCTIONS 4,305 Sq. Ft. � 4,13D Sq. Ft. 6,599 Sq. Ft. 620 NET SOD ARFA 3,036 Sq. Ft. L' ''"'1 DENOTES PROPOSED CONCRETE CFNFRAL 90105: 1. BEARINGS ARE BASED ON THE CENTERLINE OF MARITIME OAK DRIVE AS BEING 803823'04W 2. DRAINAGE ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1955 3. THE LANDS SHOWN HEREON LIE WITHIN FLOOD ZONE "X' AS DEPICTED ON 1110 ROOD INSURANCE RATE MAP (F.I.R.M.) COMMUNITY NUMBER 120077, PANEL NUMBER 04068. DATED, JUNE 3, 2013, THE FL000 ZONES SHOWN ON THIS SITE PLAN ARE SCALED OFF OF THE F.E,M.A. F.I.R.M. MAPS AND ARE FOR REFERENCE ONLY. THE 0.1. 8.1.1. INFORMATION AND DELINEATION'S ON THIS SITE PLAN ARE VALID ONLY FOR DATES UP TO AND INCLUDING THE DATE 00 11115 SITE PLAN. THERE MAY HAVE BEEN SUBSEQUENT RE8SON5 AFTER THIS DATE THAT WILL SUPERSEDE SAID INFORMATION. INQUIRIES SHOULD BE MADE TO THE COMMUNITY'S ROOD PLANE MANAGEMENT REPOSITORY, DEPARTMENT O PUBLIC WORKS, CITY O ATLANTIC BEACH. 4, FLOOD MAPS REFERENCED HEREON ARE BASED ON NAVD 1988. 5 ND UNDERGROUND FOUNDATIONS OR UTILITIES & NO IMPROVEMENTS, OTHER THAN THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF THIS SITE PLAN. 5 ADDITIONS, DELETIONS AND /OR ANY WRITTEN INFORMATION ADDED TO THIS MAP AND /OR REPORT 15 PROHIBITED AND I5 NOT AUTHORIZED BY THE SIGNING SURVEYOR. 7. THIS MAP 15 INTENDED TO BE VIEWED AT A SCALE OF 1" '.30' OR SMALLER. 8. ENTRIES & PAT05 DEPICTED AS EXTENDING INTO THE BUILDING RESTRICTION LIMITS MUST REMAIN UNCOVERED & NOT ENCLOSED. 9. UPLAND BUFFERS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL. VEGETATIVE, AND UNDISTURBED. 10, DIMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF. 11. THIS SITE PLAN IS ONLY FOR THE LANDS AS DESCRIBED. IT 15 NOT A CERTIFICATE OF TITLE, ZONING, EASEMENTS OR FREEDOM OF ENCUMBRANCES. 12. T115 SITE PLAN WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS, ENVIRONMENTALLY SENSITIVE AREAS. 'WILDLIFE HABITATS OR JURISDICTIONAL LINES OF ANY FEDERAL. STATE. REGIONAL OR LOCAL AGENCY, BOARD. AND COMMISSION OR OTHER ENTITY AND ANY UABILITY RESULTING THEREFROM I5 NOT THE RESPONSIBILITY O THE UNDERSIGNED. 13, UNLESS A COMPARISON IS MADE. MEASURED BEARINGS AND DISTANCES ARE IDENTICAL WITH PLAT VALUES. 14. THIS SITE PLAN IS BASED ON INFORMATION AS PROVIDED BY THE CLIENT. 15. BUILDING AND IMPROVEMENTS. IF ANY, AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY LINES. ALL BUILDING TIES ARE SHOWN TO THE FOUNDATION. 15 THIS 15 NOT A BOUNDARY SURVEY. 17. PUBLIC SIDEWALKS DEPICTED HEREON ARE BASED ON THE CONSTRUCTION PLANS. THEY ARE SHOWN FOR INFCRMATIONAL PURPOSES ONLY AND ARE NOT TO BE RELIED UPON FOR CONSTRUCTION. FOR CORRECT LOCATION AND /OR DIMENSIONS REFER TO THE MOST CURRENT SET OF CONSTRUCTION PLANS THERE 15 A MAXIMUM 2R SLOPE ON ALL SIDEWALKS. ALL SIDEWALK AND FLATWORK SHALL AT A MINIMUM, MEET CURRENT CITY OF ATLANTIC BEACH AND ADA STANDARDS. CROSS SLOPES SHALL BE NO MORE THAN 23C THE PORTON OF THE SIDEWALK WHICH TRANSVERSES THROUGH THE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT. ALSO, PLEASE NOTE THAT UTILITIES (METER BOXES, VALVES. ETC.) SMALL NOT BE INSTALLED WITHIN THE SIDEWALK. 15 A/C PADS MUST MAINTAIN 2' AWAY FROM ANY PROPERTY LINE AND CAN NOT ENCROACH INTO A DRAINAGE EASEMENT DUE TO DRAINAGE PURPOSES, , PREPARED FOR: RIVERSIDE HOMES CERTIFIED TO: RIVERSIDE HOMES _1� 1le BARTRAM TRAIL SURVEYING, INC. , LAND SURVEYORS - PLANNERS - LAND DEVELOPMENT CONSULTANTS 1.C'.>/ I I 1501 COUNTY ROAD 315 SUITE NO. 108 (904 284 - 2224 . 1 �4 GREEN COVE SPRINGS, FL 32043 FAX (904 284 -2258 CERTIFICATE OF AUTHORIZATION LB #69991 ;K - __ "�" COPYRIGHT © 2015 ...... °"°"""".""' °" NOTATION: F.I.R.M. 11000 ZONE :+/ or , "I HEREBY CERTIFY, that this survey graphically represents The survey hereon was mode without benefit of abstract o W/ ELEVATION: 0 (N /A) 'En =mo a the results of o field survey mode under my responsible search of title, and therefore the undersigned and Bartram ",,;� ° '"' r " 1 r direction and complies with the latest Standards of Trail Surveying make no Certifications regarding information PANEL NO.: 120077 0406H 6/3/13 8 Qev—:u�O°x.,�r. , ,,®,M,•„ Practice for Surveys as promulgated by the Florida State shown or not shown hereon pertaining to easements, clams a a.6 P Board of Professional Surveyors and Mappers, Chapter of easements, Rights -of -way, setback lines, overlaps, °Pm „� 1Y ' •61 ' 5J -17 F.A.C.; Pursuant to section 472.027, Florida Boundary Line disputes, agreements, reservations or other FB /PG: N/A 1 ....�e l =..e, statue subject to all notes and notations shown hereon. similar matters which may oppeor in the abstract, or search. N/A N/A This survey ATE: SCALE: • W 1 4w.. : y I 's ed antl c 6 for the exclusive use of 9/23/15 I 1 " =30' FIELD WORK COMPLETED MAP ORIGINALLY SIGNED the client nameed d h heereon and the he survey map and report of = vuwrm� the copies thereof are not valid without the signature and PROJECT NO.: I REVISION: OM livrtk. N/A the o raised seal of a Florida licensed surveyor and 1349 - - 050 RAYMOND PAUL SUTHERLAND, P.S.M. mapp STATE OF FLORIDA LICENSE NUMBER LS 6477 DRA BY LAS CHECKED BY: RPS SHEET 1 OF 1 r� 16 ZONING REVIEW COMMENTS } I t1 City of Atlantic Beach 5 Building and Zoning Department 800 Seminole Road Atlantic Beach, Florida 32233 -5445 ' ! 0.319f' Phone: (904) 270 -1605 Fax: (904) 247 -5845 Email: dreeves @coab.us Date: 1/22/16 Permit: 16 -SFR -110 Applicant: Riverside Homes Review: 1st Address: 12276 San Jose Blvd, Jacksonville, FL 32223 Site Address: 1711 Maritime Oak Phone: (904) 503 -7055 RE #: 169505 -1765 Email: N/A Correction Comments 1. Eave Projections: All projections into side yards are limited to 24 inches. While the proposed structure does not maximize the lot width, the eaves still exceed 24 inches into the side yards. Please revise plans so that no portion of the structure is more than 24 inches into the required side yards. Derek W. Reeves Planner dreeves @coab.us V..12 c \ X 0 6:2,,y- e C vl IR- (J.,- BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247 -5826 Fax (904) 247 -5845 • Job Address: 19 1 Mar t - h (,i }L (b f Permit Number: (.91 -1 32 p$ J - 24 E. 152 Legal Description ' • L , , ub IV 02 q - Parcel # ((P'1505-/ oor r : o q. t. S Ft Valuation of Work $ 5G0 000 Proposed Work heated /cooled o73l 3 n heated /cooled (C 17 Class of Work (circle one): New Addition Alteration Repair Move Demolition pool /spa window /door Use of existing /proposed structure(s) (circle one): Commercial esidenti 1 If an existing structure, is a fire sprinkler system installed? (Circle one): Yes No N /A Florida Product Approval # For multiple products use product approval form Describe in detail the type of work to be performed: t(p 1 I) CO ' (,( C - } — (ON — Sc (� Property Owner Information: Name:1RiVQXSidQ IOMQS . VL. (KC. Address: /g0 70) �W J(�.�Q i31vCll vCJ;l -� Ia0 Cit )0.CK5( 11I State \t_Zip 33aa3 Phone oliO4. 503 loss E -Mail or Fax # (Optional) 6710.4 I2baisr9 rn j {^(14.1 S►CISLheaIe . CCCfY1 Contractor Information: Company Name: \\1QXS& C CtT\QS O - N. PL. INC - Qualifying Agent: lea -I--1- hew ioh x 4-- Address: /c 7L9 Sahl QSQ. 3(Vel. SLU ' /c O City C JO C(CS (IQ State .FL Zip3Da. 3 Office Phone 904.503 1055 Job Site/ Contact Number Fax # State Certification/Registration # CAC I Q5 4135 Architect Name & Phone # NE rL De,s INC. 9O4 Duo 331 q Engineer's Name & Phone # TeJ NOkx 0L04 • (8.D 1 Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating onstruction in this jurisdiction. This permit becomes null and void work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) if 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 .Q ' 1' ROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSUL • /. T ' YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby cert5 that I have rear and ami its •pppli, tion and kn, he same to be true and correct. All provisions of laws and ordinances governing this type o fwork will be complied with whether spe. fie • •rei • 'not. he g •nting of a p t does not presume to give authority to violate or cancel t provisions of any other fral, state,.or local /aw regulating construc ion Jr the : m• ce of onstruction. Signature of Owner:. ■ w .: 1 Signature of Contractor: _ r Print Name: AL a Print Name: (fl + -l- hew Pc- r -1--, Swogi.tond sub ibed before me Swor is i d subscribe efore me this 0) 5 "Day of ,2015 this3 r ay of 20 a t. ,-Lt. . ' u . rc � _ Notary Public State of Florida Amber Atteberrr,/ � t k Notary Public State of Florida �' ¢,od M y Commission EE 850279 z r umber Atteberry ,,i Expires 11/08/2016 My Commission EE 850279 ti es r E xpires 11/08/2016 7 .,. � ✓tiJgJ1�•✓ SITE PLAN L OT 94 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67, PAGES 132 -137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. S5 3D GRAPHIC SCALE 30 ( IN FEET ) \ 10.7) �� 1 inch = 30 ft. 5.17' igir O 5 ��' 1 Via. ° 2 '. s y pC 4 C p0� 6 `.�KA� 10.16' CG' � %. ,v) 6i e„ ug `y ? 11.3 a�.. ; . C at tft r \,0. a .. X, \ P • .D V qb o,n QOJ. \ • r . 54' s� O \ • 1 y J kb 1 3`�7- rypN D 5.17' • { � f y - i 1 ,cb\ �� • c C • ,` r eT �l' . .,_r. X64. J en 0' ( A. � � <( 5.17' J 6 zoo' 0 y� 15.1 s' �\ 5 \,6s. e J /L A '_ YY • 11.2 J LINE TABLE � 's • LINE DIRECTION LENGTH ul 11(P) N3823 55.00 o 12(P) S3823'04 55.00 L3(C) 63823'04'W 2.15 \ **SETBACKS** FRONT - 20 FEET FROM FACE O GARAGE TO BACK OF RIGHT OF WAY AND 15 FEET FROM BUILDING FACE OR PORCH TO BACK OF RIGHT OF WAY; SOD BREAKDOWN <4 ' EXCEPT CORNER/DOUBLE- FRONTAGE LOTS, FOR WHICH THE NON - ADDRESS TOTAL LOT AREA 6 ,599 Sq. Fl. FRONT/SIDE MINIMUM YARD SHALL BE 10 FEET FROM GARAGE OR BUILDING q' FACE TO BACK OF RIGHT OF WAY. R/W TO CURB 742 Sq. Ft. GROSS SOD AREA 7,341 Sq. Ft. DEDUCTIONS © DENOTES CHEMICAL TOILET FOUNDATION SLAB 3,331 Sq. Ft. DRIVEWAY 887 Sq. Ft. r - DENOTES FUTURE 4" TREE LEAD WALK & STEEPS69 Sq. Ft. SIDEWALK AREA 0 Sq. Ft. A/C Pt GAR GSD - DENOTES GARAGE SERVICE DOOR SERVICE D SLA 18 Sq. Ft. IMPERVIOUS COVERAGE WATER /CONSERVATION 0 Sq. Ft. Fri DENOTES PROPOSED WOOD IMPERVIOUS Sq. Ft. LOT Sq. Ft. 8 TOTAI DEDUCTIONS 4,305 Sq. Fl. 1,130 Sq. Ft. 6,599 Sq. Ft. 625 NET son ARFA 3,036 Sq. Fl. ea DENOTES PROPOSED CONCRETE GFNFRAL NOTF4' • 1. BEARINGS ARE BASED ON THE CENTERLINE OF MARITIME OAK DRIVE AS BEING 153823174'R. 2. DRAINAGE ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988. 3. THE LANDS SHOWN HEREON LIE WITHIN FLOOD ZONE 'X' AS DEPICTED ON THE FLOOD INSURANCE RATE MAP (5.1.8.8.) COMMUNITY NUMBER 120077. PANEL NUMBER 0406H. DATED, JUNE 3. 2013. THE FLOOD ZONES SHOWN ON THIS SITE PLAN ARE SCALED OFF OF THE 5.E.M.A. 5.1.8.9. MAPS AND ARE FOR REFERENCE ONLY. THE F.I.8,9. INFORMATION AND DELINEATION'S ON THIS SITE PLAN ARE VALID ONLY FOR DATES UP TO AND INCLUDING THE DATE OF THIS 517E PLAN. THERE MAY HAVE BEEN SUBSEQUENT REN51095 AFTER THIS DATE THAT 6411 SUPERSEDE SAID INFORMATION. INQUIRIES SHOULD BE MADE TO THE COMMUNITYS FLOOD PLANE MANAGEMENT REPOSITORY. DEPARTMENT OF PUBLIC WORKS, CITY OF ATLANTIC BEACH. �.. 4. FLOOD MAPS REFERENCED HEREON ARE BASED ON NAVD 1966. 5. NO UNDERGROUND FOUNDATIONS OR UTILITIES @ NO IMPROVEMENTS, OTHER THAN THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF THIS SITE PLAN. 6. ADDITIONS. DELETIONS AND /OR ANY WRITTEN INFORMATION ADDED TO THIS MAP AND /OR REPORT 15 PROHIBITED AND 15 NOT AUTHORIZED BY THE SIGNING SURVEYOR. 7. THIS MAP I5 INTENDED TD BE VIEWED AT A SCALE OF 1 OR SMALLER. • 8. ENTRIES @ PATIOS DEPICTED AS EXTENDING INTO THE BUILDING RESTRICTION LIMITS MUST REMAIN UNCOVERED @ NOT ENCLOSED. 9. UPLAND BUFFERS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL, VEGETATIVE, AND UNDISTURBED. 10. DIMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF. 11. THIS SITE PLAN IS ONLY FOR THE LANDS AS DESCRIBED. IT IS NOT A CERTIFICATE OF TITLE, ZONING, EASEMENTS OR FREEDOM OF ENCUMBRANCES. 12. THIS SITE PLAN WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS, ENVIRONMENTALLY SENSITIVE AREAS, WILDLIFE HABITATS OR JURISDICTIONAL LINES OF ANY FEDERAL. STATE, REGIONAL OR LOCAL AGENCY, BOARD, AND COMMISSION OR OTHER ENTITY AND ANY UABILITY RESULTING THEREFROM 15 NOT THE RESPONSIBILITY OF THE UNDERSIGNED. 13. UNLESS A COMPARISON IS MADE, MEASURED BEARINGS AND DISTANCES ARE IDENTICAL WITH PLAT VALUES. 14. THIS SITE PLAN IS BASED ON INFORMATION AS PROVIDED BY THE CLIENT. 15. BUILDING AND IMPROVEMENTS, IF ANY, AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY LINES. ALL BUILDING 11E5 ARE SHOWN TO THE FOUNDATION. 16 THIS I5 NOT A BOUNDARY SURVEY. 17. PUBLIC SIDEWALKS DEPICTED HEREON ARE BASED ON THE CONSTRUCTION PLANS. THEY ARE SHOWN FOR INFCRMATONAL PURPOSES ONLY AND ARE NOT TO BE RELIED UPON FOR CONSTRUCTION. FOR CORRECT LOCATION AND /0R DIMENSIONS REFER TO THE 1.405T CURRENT SET OF CONSTRUCTION PLANS. THERE I5 A MAXIMUM 22 SLOPE ON ALL SIDEWALKS. ALL SIDEWALK AND FLATWORK SHALL, AT A MINIMUM, MEET CURRENT CITY O ATLANTIC BEACH AND ADA STANDARDS CROSS SLOPES SHALL BE NO MORE TNAN 28 THE PORTION OF THE SIDEWALX WHICH TRANSVERSES THROUGH THE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT. ALSO. PLEASE 901E THAT UTU0E5 (METER BOXES, VALVES. ETC.) SHALL NOT BE INSTALLED WITHIN THE SIDEWALK. 18. A/C PADS MUST MAINTAIN 2' AWAY FROM ANY PROPERTY LINE AND CAN NOT ENCROACH INTO A DRAINAGE EASEMENT DUE TO DRAINAGE PURPOSES. PREPARED FOR: RIVERSIDE HOMES CERTIFIED TO: RIVERSIDE HOMES BARTRAM TRAIL SURVEYING, INC. fir,, LAND SURVEYORS - PLANNERS - LAND DEVELOPMENT CONSULTANTS PC - ▪ goons row rr_ozw 1501 COUNTY ROAD 315 SUITE N0. 108 (904 284 -2224 ��/4 GREEN COVE SPRINGS, FL 32043 FAX 904 284 -2258 CERTIFICATE OF AUTHORIZATION LB #8999991 ` ' w " - O° "" " COPYRIGHT © 2015 - COMM .i.:g ` ""' ""'-- N OTATION: F.I.R.M. FLOOD ZONE 0 (N /A) r di.A - 1 ... 'I HEREBY CERTIFY, that this survey graphically represents The survey hereon was mode without benefit of abstract or W/ ELEVATION: "' the results of o field survey mode under my responsible scorch of title, and therefore the undersigned and Bartrom PANEL NO.: ' , 0 '' ^° ° v ' 0 yw direction and complies with the latest Standards of Trail Surveying make no Certifications regarding information 120077 0406H 6/3/13 4 ,W ¢ r ... ,v,..., Practice for Surveys as promulgated by the Florido State shown or not shown hereon pertaining to easements, claims Board of Professional Surveyors and Mappers, Chapter of easements, Rights -of -way, setback lines, overlaps, FB /p G: ▪ ,� " "' SJ -17 F.A.C.; Pursuant to section 472.027, Florida Boundary Line disputes, agreements, reservations or other N/A � statues, subject to a notes and notations shown hereon. similor matters which may appear in the abstract, or search. - DATE: SCALE: _ m _ ," Q N/A N/A This survey N prepared and certified for the exclusive use of 9/23/15 ` I 1' =30' _ FIELD WORK COMPLETED MAP ORIGINALLY SIGNED the client named hereon and the survey map and report of `*'°'m t h e c thereof are not valid without the signature and PROJECT NO.: I REVISION: N/A the original raised seal of a Florida licensed surveyor and 1349 - 15-050 RAYMOND PAUL SUTHERLAND. P.S.M. mapper. Lzp '°" "°' °"°` STATE OF FLORIDA LICENSE NUMBER LS 6477 client DRAWN BY: LAS CHECKED BY: *PS SHEET 1 of 1 4•••••'//