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Selva Marina-1600 (14-0311) BridgeCity of Atlantic Beach Building Department RECE ED 800 Seminole Road Atlantic Beach, Florida 32233-54 4 ®7 2014 Phone (904) 247-5826 Fax 904 247-5M4M ` E-mail: building-dept@coab.us City web -site: http://www.coab.us BY: APPLICATION NUMBER (To be assig7;/— the Building Department.) D Date routed: APPLICATION REVIEW AND TRACING FORM Property Address: &aa Applicant: Project: ' pgbiJ D "',# nt review required Yes No Bui _ Planning & Zonin ree -m ator ublic Wank tilitie Public a ety Fire Services g 01-ginture� ., Other Agency Review or Permit Required Review or Receiiof Permit Verified Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. [Denied. (Circle one.) Comments: P 4a BUILDING PLANNING & ZONING Reviewed by: Date: d/ hyl TREE ADMIN. Second Review: Approved as revised. ❑Denied. PUBLIC WORKS Comm nts: T PUBLIC UTILITIES /�� /'�f%��-/ZZ�J �i%l-� C PUBLIC SAFETY Vc f,01S4 W W�Reviewed by: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denie, Comments: Reviewed by: Revised 05/14/09 gL(C rfVz Cc _ O Date: 3/3/, Date: Date: PUBLIC WORKS PLAN REVIEW COMMENTS Initials: PNS LL Pmiert Name / Address : //"/)A V�/i�/� &I-i'llei LV V _ Application Permit #: U Check Box Check Application Tracking Comments to Add Box to "Print" Comment Provide table of impervious surface calculations for entire lot (existing and post ❑ ❑ IMPS construction). Provide erosion and sediment control plans with installation details and maintenance ❑ ❑ ESCP schedule. DPLN Provide drainage plans showing site topography (flow arrows, etc.) ❑ ❑ All runoff must remain on-site. Cannot raise lot elevation without measures to retain ❑ ❑ RMRO runoff. Provide construction site management plan, including Right -of -Way Permit if using ❑ ❑ CSMP right-of-way for construction parking. Provide a pre -construction topographic survey prepared by a Florida Licensed Professional E3 [3Land TSUR Surveyor, showing 1' contours. Section 24-66(b) of the Land Development Regulations requires on-site storage for increased run-off if adding 400 SF or more impervious surface. Provide Delta volume ❑ ❑ LDCS calculations and on-site retention required per Section 24-66(b). (See attached information sheet.) If on-site storage is required, a post construction topographic survey documenting proper ❑ PC.T.S construction will be required. RWPM A Right -of -Way Permit must be obtained for use ❑ ❑ REPM A Revocable Encroachment Permit must be obtained. ❑ ❑ Pool — Wellpoint (if used) must discharge into vegetated area 10' minimum from street or ❑ ❑ PLWP drainage feature (swale, structure or lagoon). All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from edge of DAPR pavement to the property line. Reinforcing rods or mesh are not allowed in the right -of- ❑ ❑ way. (Commercial driveways — 6" thick). Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be URCT overlaid 10 feet in each direction from the center of the cut. Repair must be shown on the ❑ 13 plans. g d quired. �-- ❑ Roll off container company must be on City approved list and container cannot be placed on ' ROFF City right-of-way. (Approved: Advanced Disposal, Realco, Shappelle's and Waste ❑ ❑ Management). Full erosion control measures must be installed and approved prior to beginning any earth ECIN disturbing activities. Contact Public Works (247-5834) for Erosion and Sediment Control ❑ ❑ Inspection prior to start of construction. Recommend Owner/Contractor meet with Public Works Director to discuss proposed ❑ ❑ MEET construction. Call 247-5834 to make an appointment. 4' 11 r 0#1UmLUf z, --, 1 U City of Atlantic Beach APPLICATION NUMBER 10 Building Department RECEIVED be assigned bw the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 MAR 0 7 201464,311 Phone (904) 247-5826 • Fax (904) 2 -5845 E-mail: building-dept@coab.us BY: L 'late routed: �8 City web -site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: &00— Jrl Applicant: 161 "610 Project: Other Agency Review or Permit Required Review or Receip, of Permit Verified ,y Date Florida Dept. of Environmental Protection , Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: Reviewing Department First Review: (Circle one.) Comments: BUILDING PLANNING & ZONING TREE ADMIN. Second Review: []Approved as revised. ❑Deni. .pi I . \A/nRK9 e Comments: APPLICATION STATUS Approved. ❑Deniz Reviewed by: UTILITIES r/)._/LB PUBLIC SAFE I FIRE SERVICES Revised 05/14/09 Reviewed by: Third Review: ❑Approved as revised. ❑Denie, Comments: Reviewed by.- Other y: Dater; Date: Date: PUBLIC UTILITIES PLAN REVIEW COMMENTS Date: _ Initials: Protect Name /Address: 1600 Apps nm#:iP Check Box Check Application Tracking Comments to Add Comment ,Box to 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. M BSC Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. ❑ ❑ RTIC A sewer cleanout must be installed at the property line. Cleanout must be covered with 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 13 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. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 13 ❑ Floor Area of Sq.Ft. NA Sq.Ft N/A Valuation of Work $ 300,000 Proposed Work heated/cooled N/A non-heated/cooled N/A Class of Work (circle one): © Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) (circle ane): lCommercra Residential If an existing structure, is a fire sprinkler system installed. (Circle one): Yes No Florida Product Approval # N/A For multiple products use product approval form Describe in detail the type of work to be performed: ABCC Vehicular and Pedestrian Bridge Property Owner Information: Name Atlantic Beach Partners. LLC Address: 414 Old Hart Road. Suite 502 City Fleming Island State FL Zip 32003 Phone 904-264-655 E -Mail or Fax # (Optional) 904-269-2729.%� ��}� /3A - Contractor Information: !�` � ZV&% i " ',#9�4 7 / Company Name: Barco Duval Engineering Qualifying Agent: Shane Ricci (CGC1517937) Address: 7587 Wilson Blvd City Jacksonville State FL Zip 32210 Office Phone 904-772-131.3 Job Site/ Contact Number 904-772-1313 Fax # 904-771-7912 State Certification/Registration # CBC057508 /Architect Name & Phone # N/A Enl;ineer's Name & Phone # Baker Klein Engineering Debbie Klein (904) 356-8520 Fee Simple Title Holder Name and Address Atlantic Beach Partners 414 Old Hart Road Suite 502 Fleming Island FL 32003 Bonding Company Name and Address N/A Mortgage Lender Name and Address N/A application is hereby made to obtain a permit to do the tivork 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 f work is not commenced within six (6) months, or if construction or work is suspended or abandoned for apperiod of sir po) months at any thne after work is commenced. I understand that separate permits ►must be secured for Electrical Work, Plumbing, Signs, /Yells, Pools, urnaees, Boilers, Heaters, Tanks and Air Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I heretenth+ that I have read and exarnined this application and know the same to be (nue and correct. 411 provisions of laws and ordinances gover-iring this h+pe 11/1 ork will be complied with whether sppec ted herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions ofmry other federal, state, or local 1mv regulatltg construction or the perja nuance ojconstrucliar. Signature of Owner ��`" ^�`�" Signature of Contractor flttartft� (3eac/1 ��" ��rs % Print Name Print Name �,_/._._..__..... Sworn to and subscribed r me Sworn o and subscribed be re me ''// this –� — Da _ 20 this Day of ' °' JAYNE E. SHANbIA14 SANDRA SPENCER CTA' Notary P Iia. State of Florida htwMar 26,21119 Notary Public MY COMMISSION # EEO. u ,p��' Commission No. EE 16WQ 1(407) '��EXPIRES June 04, 2015Revised 01.26.10 ,,;;,.g3 Floridallotary'Servce.com Zeyn B. Uzman, P.E. Project Atlantic Beach Country Club 305 Charleston Greene Project # FL -0575 Malvern, PA 19355 Designer zbu Date 27 -Feb -14 (217) 652-6737 Checked Date Project Data: Atlantic Beach Country Club Vehicular/Pedestrian Bridge Jacksonville, Florida Client: York Bridge Concepts Tampa, Florida (81314 b b'ENS` b � No, 58874 STATE OF Rt§`« Expiration Date YORK The Professional Bridge Company NAME SIZE (in.) CAMBER LUMBER RETENTION TREATMENT I FINISH TIMBER MATERIAL NAME SIZE (in.) LENGTH GRADE RETENTION TREATMENT FINISH TIMBER TYPE GLULAM STRINGER (FS) 8.75"X37"X55' 800' 24F V4 .60 CCA, ACZA OR TYPE C PENTA INDUSTRIAL GRADE SYP/ OR DOUGLAS FIR SUPPORT STRUCTURE 6.75"X34.5"X55' 800' 24F V4 .60 CCA, ACZA OR TYPE C PENTA INDUSTRIAL GRADE SYP/ OR DOUGLAS FIR PILING 14"XBUTT 30' N/A .80 CCA N/A SYP PILE CAP 12"X12" 21' #2 .60 CCA RS SYP HEADWALL 4"X12" 16' #2 .60 CCA RS SYP WING WALL PILING 10"XBUTT 14' N/A .80 CCA N/A SYP WING WALL CAP 4"X12" 10' #1 .80 CCA S4S SYP WING WALL CAP 2"X12" 10' #1 .60 CCA S4S SYP WING WALL 4"X12" 10' #2 .50 CCA RS SYP PEDESTRIAN BRIDGE STRINGER 3"X8" 8'-0" #1 .60 CCA S4S SYP STRINGER BLOCKING 2"X8" 10'-0" #1 .60 CCA S4S SYP SUPPORT BEAM 4"X12" 10' #1 .60 CCA RS SYP DECKING 3"X8" 10' #1 .80 CCA RS SYP POST BLOCK 4"X4" 12' #2 .80 CCA S4S SYP POST [EXTENSION] 8"X8" 16' #10 .60 CCA S4S SYP POST 6"X8" 14' #1D .60 CCA S4S SYP POST (EXTENSION) 4"X4" a #1D .60 CCA S4S SYP POST 4"X4" 10' #1D .80 CCA S4S SYP POST BLOCK 4"X8" 8' #1D .50 CCA S4S SYP LOUVER SUPPORT 2"X4" 8' #1D .60 CCA S4S SYP LOUVERS 2"X3" 16'-0" #10 .60 CCA S4S SYP CLADDING 1"X8" 10'-0" #1 .50 CCA S4S SYP DECKING NAILER 2"X6" 10'-0" #1 .60 CCA S4S SYP RAIL CAP 2"XB" 18' N/A .60 CCA N/A SYP VEHICULAR BRIDGE BLOCKING 4"X12" 10'-0" #1 .80 CCA RS SYP DECKING 4"X12" 18' #1 .60 CCA RS SYP WEARDECK 2"X8" 10'-0" #1 .60 CCA S4S SYP POST BLOCK 10"X10" 10' #2 .50 CCA S4S SYP POST 10"X10" 10' #1D .60 CCA S4S SYP ACCENTS BETWEEN POSTS 4"X8" 8' #1D .60 CCA S4S SYP SCRATCH BLOCK FOR BOLT 3"X6" 12'-0" #1D .80 CCA S4S SYP CURB 6"X10" 12'-0" #1 .60 CCA S4S SYP CURB BLOCK 6"X10"X40" 14'-0" #1 .60 CCA S4S SYP GUIDERAIL 8"X10" 12'-0" #1 .60 CCA S4S SYP GUIDERAIL BLOCKING 2"X10" 10'-0" #1 .60 CCA S4S SYP NAME SIZE (in.) CAMBER GRADE RETENTION TREATMENT I FINISH TIMBER MATERIAL GLULAM STRINGER (FS) 8.75"X37"X55' 800' 24F V4 .60 CCA, ACZA OR TYPE C PENTA INDUSTRIAL GRADE SYP/ OR DOUGLAS FIR GLULAM STRINGER (FS) 6.75"X34.5"X55' 800' 24F V4 .60 CCA, ACZA OR TYPE C PENTA INDUSTRIAL GRADE SYP/ OR DOUGLAS FIR PIEDESTRIAN AND VEHICULAR BRIDGE ATLANTIC BEACH COUNTRY CLUB JACKSONVILLE, FL BILL OF MATERIALS LUMBER uwno HS 20-44 (L/400 DEFLECTION) FEBRUARY 21 2014 S. KIMBRELL 111171 005 Zeyn B. Uzman, P.E. Project Atlantic Beach Country Club 305 Charleston Greene Project # FL -0575 Malvern, PA 19355 Designer zbu Date 27 -Feb -14 (217)652-6737 Checked Date INPUT DATA Design Loads Vehicular: Design Load: 72 kip Wheel Load: 16 kip Pedestrian:. Uniform Loading: 85 psf Decking: 3 x 8 in. RS Wood: Southern Pine Grade No. 1 Fb: 1500 psi Stringer: 3 x 8 inch S4: Wood: Southern Pine Grade No. 1 Fb: 1500 psi Fv: 175 psi Spacing: 1.333 it Span: 6 it Load Beam: 4 x 12 inch RS Wood: Southern Pine Grade No. 1 Fb: 1350 psi Fv: 165 psi Spacing 6 it Span: 8 it 10000 lbs. Hgt of pile above ground: Width: 6.75 in. Depth: 37 in. Wood: Southern Pine Grade 24F -V4 Fb: 2400 psi Fv: 190 psi Trib. Area: 4.00 ft Span: 53 ft SPAN 1 1 (Decking: 4 x 12 in. RS Wood: Southern Pine Grade No. 1 Fb: 1350 nsi it SPAN 1 ABUTMENT DESIGN 1 Glulam: 6.75x34.5 in. Size: Width: 6.75 in. Pile Spacing: Depth: 34.5 in. 850 psi Wood: Southern Pine Grade 24F -V4 5 Fb: 2400 psi Fv: 190 psi Total Dead Load: Trib. Area: Rn.n• 2.25 it -1 H ABUTMENT DESIGN 1 Size: 12 x 12 inch RS 1 Pile Spacing: 4.96 it Fb: 850 psi # of Piles: 5 Fv: 165 psi # of Stringers: 10 Total Dead Load: 25.546 kis Total Live Load: 119.200 kips Rail Shear: 10000 lbs. ABUTMENT PILE DESIGN Fv: Pile Size: 14 in dia. 10000 lbs. Hgt of pile above ground: 2 ft Skin Friction: 400 psi 10000 lbs. I Fc: 1200 psi PEDESTRIAN RAILING DESIGN Post Spacing: 5.00 foot Rail Size: 2 x 8 in Height: 42 inch Post Size: 8 x 8 in Rail 50 Ib/ft Size: 2 x 8 Loading: 200 lbs. Fb: 1,350 psi Rail Shear: 10000 lbs. Fv: 165 psi Post Top Force: 10000 lbs. Bolt Load: 1125 lbs/bolt Post Shear: 10000 lbs. Bolt Allowable: 6100 lbs/bolt VEHICULAR RAILING DESIGN Post Spacing: 5 foot Rail Size: 6x 10 in Height: 22.5 inch Post Size: 10x 10 in Rail 0 Ib/ft Fb: 1,350 psi Loading: 10000 lbs. Fv: 165 psi Rail Shear: 10000 lbs. Post Top Force: 10000 lbs. Bolt Load: 11338 lbs/bolt Post Shear: 10000 lbs. Bolt Allowable: 24500 lbs/bolt Zeyn B. Uzman, P.E. 305 Charleston Greene Malvern, PA 19355 (217)652-6737 Project Atlantic Beach Country Club Project # FL -0575 Designer zbu Date 27 -Feb -14 Checked Date PILE DRIVING CAPACITY Compactor Model: C8B Soil Coef: 0,0025 Factor of Safety: 3 Insertion Rate: 6 in/min Zeyn B. Unman, P.E. Project Atlantic Beach Country Club 305 Charleston Greene Project # FL -0575 Malvern, PA 19355 Designer zbu Date 27 -Feb -14 (217) 652-6737 Checked Date SPAN 1 - PEDESTRIAN DECKING DESIGN Allowable Stresses: Design Data: 0.00 int Size: 3 x 8 inch Stringer Spacing: 1.333 foot Fb: 1,500 psi Dead Load Moment: 0.001 k -ft Truck Moment: 0.000 k -ft Wood Grade: Southern Pine Grade No. 1 RS 0.013 k -ft fb = Design Load: 0 kips Fib — FbCmCDCFCVCLCmCr Wheel Load: 0 kips Uniform Loading: 85 psf Cm 0.85 Actual Member Properties: CD 1 Thickness: 3 in S = 12.00 in' CF 1 Width: 8 in A = 24.00 in` CV 1 CL 1 Cm 1.15 Cr 1.15 Frb: 1,686 psi Bending: Distribution: Area: 0.00 int Length: 8.75 in Width: 21.88 in Loading: 0.00 k/ft Dead Load Moment: 0.001 k -ft Truck Moment: 0.000 k -ft Uniform Moment: 0.013 k -ft fb = 14 psi OK Zeyn B. Uzman, P.E. Project Atlantic Beach Country Club 305 Charleston Greene Project # FL -0575 Malvern, PA 19355 Designer zbu Date 27 -Feb -14 (217) 652-6737 Checked Date SPAN 1 - PEDESTRIAN STRINGER DESIGN Allowable Stresses: Design Data: Size: 3 x 8 inch Fb: 1,500 psi Stringer Spacing: 1.333 foot F,,: 175 psi Span: 6 foot Wood Grade: Southern Pine Grade No. 1 S4S F b = FbCmCDCFCVCLCf.Cr Design Load: 0 kips F„=FvC,,,CD Wheel Load: 0 kips Uniform Loading: 85 psf Cm 0.85 0.97 CD 1.15 Actual Member Properties: CF 1 Thickness: 2.5 in S = 21.90 in' CV 1 Width: 7.25 in A = 18.13 in` CL 1 I = 79.39 in' Cm 1 Cr 1.15 Distribution: DF=SA F'b: 1,686 psi DF = 0.33325 F',,: 195 psi Wheel Load = 0.00 kips Bending: Shear: Dead Load Moment: 0.09 k -ft w12/8 Dead Load Shear: 0.06 kips Truck Moment: 0.00 k -ft PL/4 Truck Shear: 0.00 kips Uniform Moment: 0.51 k -ft w12i8 Uniform Shear: 0.34 kips fb = 330 psi OK tv = 33 psi OK Deflection: Dead Load 0.00 in Truck Live Load 0.00 in Unif. Live Load 0.03 in U240 = 0.30 in OK U360 = 0.20 in OK Zeyn B. Uzman, P.E. Project Atlantic Beach Country Club 305 Charleston Greene Project # FL -0575 Malvern, PA 19355 Designer zbu Date 27 -Feb -14 (217) 652-6737 Checked Date SPAN 1 - PEDESTRIAN LOAD BEAM DESIGN Allowable Stresses: Size: 4 x 12 inch Fb: 1,350 psi Fv: 165 psi Fib = FbCmCDCFCVCLC f.Cr Fav=FvCmCD Cm 0.85 CD 1.15 CF 1 Cv 1 CL 1 Cm 1 Cr 1 F'b: 1,320 psi F v: 184 psi Bending: Dead Load Moment: 0.84 k -ft Truck Moment: 0.00 k -ft Uniform Moment: 4.08 k -ft fb = 615 psi Design Data: Beam Spacing: 6 foot Span: 8 foot Wood Grade: Southern Pine Grade No. 1 Dead Load: 0.105 kip/ft Design Load: 0 kips Wheel Load: 0 kips Uniform Loading: 85 psf 0.97 Actual Member Properties: Thickness: 4 in Width: 12 in 1= Shear: W12/8 Dead Load Shear: 0.42 kips . P(L-6) Truck Shear: 0.00 kips W12/8 Uniform Shear: 2.04 kips OK fv = 77 psi OK Deflection: Dead Load 0.01 in Truck Live Load 0.00 in Unif. Live Load 0.05 in U240 = 0.40 in U360= 0.27 in OK OK RS S = 96.00 in' A= 48.00 in` 576.00 in' Zeyn B. Uzman, P.E. Project Atlantic Beach Country Club 305 Charleston Greene Project # FL -0575 Malvern, PA 19355 Designer zbu Date 27 -Feb -14 (217)652-6737 Checked Date SPAN 7 - PEDESTRIAN GLULAM STRINGER DESIGN Allowable Stresses: Size: 6.75x37 inch Fb: 2,400 psi F,: 190 psi F b = FbCmCDCFCVCLCNC, F, =FvCmCD Cm 0.8 CD 1.15 CF 1 CV 0.89 CL 1 Cf. 1 Cr 1 F'b: F'v: Bending: Dead Load Moment: Truck Moment: Uniform Moment: fb = 1,965 psi 191 psi Design Data: Tributary Area: 4.00 foot Span: 53 foot Wood Grade: Southern Pine Grade 24F -V4 Dead Load: 0.138 kip/ft Design Load: 0 kips Wheel Load: 0 kips Uniform Loading: 85 psf 0.875 Actual Member Properties: Thickness: 6.75 in Width: 37 in Distribution: DF=S/4 DF = Wheel Load = S = 1540.13 in' A= 249.75 in` 1 = 28492.31 in' 1 0.00 kips 3.66 kips 0.00 kips 9.01 kips OK Shear: 48.47 k -ft w12/8 Dead Load Shear: 0.00 k -ft PL/4 Truck Shear: 119.38 k -ft w12/8 Uniform Shear: 1,308 psi OK fv= 76 psi Deflection: Dead Load 0.54 in Truck Live Load 0.00 in Unit. Live Load 1.32 in U240 = 2.65 in OK U360 = 1.77 in OK S = 1540.13 in' A= 249.75 in` 1 = 28492.31 in' 1 0.00 kips 3.66 kips 0.00 kips 9.01 kips OK Zeyn B. Uzman, P.E. Project Atlantic Beach Country Club 305 Charleston Greene Project # FL -0575 Malvern, PA 19355 Designer zbu Date 27 -Feb -14 (217) 652-6737 Checked Date SPAN 7 - VEHICLE DECKING DESIGN Allowable Stresses: Design Data: Size: 4 x 12 inch Stringer Spacing: 2.25 foot Fb: 1,350 psi Wood Grade: Southern Pine Grade No. 1 RS Design Load: 72 kips Fb = FbC,r,CDCFCvCLCf�Cr Wheel Load: 16 kips Uniform Loading: 85 psf CR, 0.85 Actual Member Properties: CD 1 Thickness: 4 in S = 32.00 in' CF 1 Width: 12 in A = 48.00 in` CV 1 CL 1 Cf. 1.15 Cr 1.15 F'b: 1,518 psi Bending: Distribution: Area: 160.00 int Length: 12.75 in Width: 31.88 in Loading: 6.02 k/ft Dead Load Moment: 0.008 k -ft Truck Moment: 3.049 k -ft Uniform Moment: 0.054 k -ft fb = 1146 psi OK Zeyn B. Uzman, P.E. Project Atlantic Beach Country Club 305 Charleston Greene Project # FL -0575 Malvern, PA 19355 Designer zbu Date 27 -Feb -14 (217)652-6737 Checked Date SPAN 1 - VEHICLE GLULAM STRINGER DESIGN Allowable Stresses: Size: 6.75x34.5 inch Fb: 2,400 psi F,,: 190 psi F'b = FbCmCDCFCVCLCWCr F„=F,vC,CD Cm 0.8 CD 1.15 CF 1 CV 0.89 CL 1 Cf„ 1 Cr 1 F'b: F'": Bending: Dead Load Moment: Truck Moment: Uniform Moment: fb = 1,972 psi 191 psi Design Data: Tributary Area: 2.25 foot Span: 53 foot Wood Grade: Southern Pine Grade 24F -V4 Dead Load: 0.097 kip/ft Design Load: 72 kips Wheel Load: 16 kips Uniform Loading: 85 psf 0.875 Actual Member Properties: Thickness: 6.75 in S = 1339.03 in' Width: 34.5 in A = 232.88 in` 1 = 23098.29 in' Distribution: DF = S/4 DF = 0.5625 Wheel Load = 9.00 kips Shear: 34.00 k -ft WI2/8 Dead Load Shear: 2.57 kips 185.91 k -ft PL/4 Truck Shear: 15.62 kips 67.15 k -ft W12 /8 Uniform Shear: 5.07 kips 1,971 psi OK fv = 117 psi OK Deflection: Dead Load 0.51 in Truck Live Load 1.31 in Unit. Live Load 0.92 in U240 = 2.65 in OK U360 = 1.77 in OK Zeyn B. Uzman, P.E. 305 Charleston Greene Malvern, PA 19355 (217) 652-6737 Project Atlantic Beach Country Club Project # FL -0575 Designer zbu Date 27 -Feb -14 Checked Date S = 288.00 in A = 144.00 int OK ABUTMENT DESIGN 7 Allowable Stresses: Design Data: Size: 12 x 12 inch Fb: 850 psi Pile Spacing: 4.96 ft F,,: 165 psi Number of Piles: 5 Number of Stringers: 10 F'b = FbCmCDCFCVCLCf.C, F'„ =F„ CmCD Total Dead Load: 25.55 kips Cm 1 1 Total Live Load: 119.20 kips CD 1.15 CF 1 Load/pile: 28.95 kips CV 1 CL 1 Actual Member Properties: Cf„ 1 Thickness: 12 in Cr 1.15 Width: 12 in F'b: 1,124 psi F',,: 190 psi Bending: Shear: Dead Load Moment: 3.17 k -ft Dead Load Shear: 4.26 kips Live Load Moment: 14.78 k -ft Live Load Shear: 19.87 kips fb = 748 psi OK f„ = 251 psi NG ABUTMENT PILE DESIGN Pile Size: 14 in dia. Area: 153.94 int Surface area: 3.67 int % = 188.06 psi Pile Load: 29 kips F�: 1200 psi Skin Friction: 400 psf F'c = FCCACAPCPCa Hgt of pile above ground: 2 ft CD = 0.9 Ct = 1 Embedment length: 20.00 ft C„ = 1.18 C.P = 0.8 Total Length: 24.00 ft C. = 1 Ke = 0.8 Drive pile to: 22 ft or to 14 Tons I/d = 4.8 OK C = 0.85 KcE = 0.3 FcE = 19531 psi F'c = 1020 psi Cp = 0.99 F'c= 1,011 psi S = 288.00 in A = 144.00 int OK Zeyn B. Unman, P.E. Project Atlantic Beach Country Club 305 Charleston Greene Project # FL -0575 Malvern, PA 19355 Designer zbu Date 27 -Feb -14 (217) 652-6737 Checked Date PEDESTRIAN RAILING DESIGN Post Spacing: 5.00 foot Allowable Stresses: Height: 42 inch Size: 8 x 8 Fb: 1,350 psi Use Pedestrian Loading Fv: 165 psi Fib' FbCmCDCFCVCLCfnCr Top Rail: 2 x 8 Top Rail F'„=F,CR,CD Loading: 50lb/ft C,n 1 200 lbs. CD 1.15 Moment: 250 lb -ft CF 1 fb = 228 psi OK CV 1 CL 1 Shear: 125 lbs. Cf„ 1 fv = 17 psi OK C, 1.15 Post: 8 x 8 Post Top Force: 250 lbs. F'b: 1,785 psi F'v: 190 psi Moment: 10500 Ib -in fb = 149 psi OK Shear: 250 lbs. fv = 7 psi OK Anchor Bolts: Load on Bolt: 1125.00 lbs./bolt Allowable: 6100 lbs./bolt OK E Zeyn B. UZman, P.E. Project Atlantic Beach Country Club 305 Charleston Greene Project # FL -0575 Malvern, PA 19355 Designer zbu Date 27 -Feb -14 (217) 652-6737 Checked Date VEHICULAR RAILING DESIGN Post Spacing: 5 foot Height: 22.5 inch Use 10,000 pound Concentrated Load Rail: 6 x 10 in. Top Rail Loading: 0 Wit Size: 6 x 10 & 10 x 10 10000 lbs. 1,350 psi Moment: 12500 Ib -ft Fib = FbCr CDCFCVCLCMCr fb = 3132 psi OK Shear: 10000 lbs. 2 fv = 287 psi OK Post: 10 x 10 in. Posts 1 Top Force: 10000 lbs. Moment: 225000 Ib -in fb = 2526 psi OK Shear: 10000 lbs. fv = 211 psi OK Allowable Stresses: Size: 6 x 10 & 10 x 10 Fb: 1,350 psi Fv: 165 psi Fib = FbCr CDCFCVCLCMCr F'v=F"CmCD Cm 1 1 CD 2 CF 1 Cv 1 CL 1 Cr„ 1 Cr 1.15 Anchor Bolts: Load on Bolt: 11338 lbs./bolt Allowable: 24500 lbs./bolt 1-1/4 Bolts OK F'b: 3,260 psi F'v: 330 psi Zeyn B. Unman, P.E. 305 Charleston Greene Malvern, PA 19355 (217)652-6737 PILE DRIVING CAPACITY Compactor Model C86 Weight: 2170 pounds Factor of Safety: Oper. Pressure: 2250 psi Hydraulic Flow: 38 GPM Cycles: 2000 (cyc/min) Soil Coef: 0.0025 (0.0025 Sand / 0.0008 Clay) Insertion Rate 6 in/min Power: 25714 lbs.-ft./sec Pu = 140457 Allowable Pile Capacity: 23 tons Project Adandc Beach Country Club Project # FL -0575 Designer zbu Date 27 -Feb -14 Checked Date 632 HIGHWAY BRIDGES App. A LOADING -HS 20-44 (MS18) TABLE OF MAXIMUM MOMENTS, SHEARS, AND REACTIONS - SIMPLE SPANS, ONE LANE Spans in feet; moments in thousands of foot-pounds; shears and reactions in thousands of pounds. These values are subject to specification reduction for loading of multiple lanes. Impact not included. 6 48,0(b) End shear 52 663.6(b) End shear 7 56.0(b) and end 54 699.3(6) and end Span Moment reaction (a) Span Moment reaction (a) 1 8.0(b) 32.0(b) 42 485.3(b) 56.0(b) 2 16.0(b) 32.0(b) 44 520.9(b) 56.7(b) 3 24.0(b) 32.0(b) 46 556.5(b) 57.3(b) 4 32.0(b) 32.0(b) 48 592.1(b) 58.0(b) 5 40.0(b) 32.0(b) 50 627.9(b) 58.5(b) 6 48,0(b) 32.0(b) 52 663.6(b) 59.1(b) 7 56.0(b) 32.0(b) 54 699.3(6) 59.6(b) 8 64.0(b) 32.0(b) 56 735.1(b) 60.0(b) 9 72.0(b) 32.0(b) 58 770.8(b) 60.4(b) 10 80.0(b) 32.0(6) 60 806.5(b) 60.8(b) 11 88.0(b) 32.0(b) 62 842.4(b) 61.2(b) 12 96.0(b) 32.0(b) 64 878.1(b) 61.5(b) 13 104.0(6) 32.0(b) 66 914.0(b) 61.9(b) 14 112.0(b) 32.0(b) 68 949.7(b) 62.1(b) is 120.0(b) 34.1(b) 70 985.6(b) 62.4(6) 16 128.0(6) 36.0(b) 75 1,075.1(b) 63.1(b) 17 136.0(b) 37.7(b) 80 1,164.9(b) 63.6(b) 18 144.0(b) 39.1(6) 85 1,254.7(b) 64.1(b) 19 152.0(b) 40.4(b) 90 1,344.4(b) 64.5(b) 20 160-0(b) 41.6(b) 95 1,434.1(b) 64.9(b) 21 168.0(b) 42.7(b) 100 1,524.0(b) 65.3(b) 22 176.0(b) 43.6(b) 110 1,703.6(b) 65.9(b) 23 184.0(b) 44.5(b) 120 1,883.3(b) 66.4(b) 24 192.7(b) 45.3(b) 130 2,063.l(b) 67.6 25 207.4(b) 46.l(b) 140 2,242.8(6) 70.8 26 222.2(b) 46.8(b) 150 2,475.1 74.0 27 237.0(b) 47.4(b) 160 2,768.0 77.2 28 252.0(b) 48.0(6) 170 3,077.1 80.4 29 267.0(b) 48.8(b) 180 3,402.1 83.6 30 282.1(b) 49.6(b) 190 3,743.1 86.8 31 297.3(b) 50.3(b) 200 4,100.0 90.0 32 312.5(b) 51.0(b) 220 4,862.0 96.4 33 327.8(b) 51.6(b) 240 5,688.0 102.8 34 343.5(b) 52.2(6) 260 6,578.0 109.2 35 361.2(b) 52.8(b) 280 7,532.0 115.6 36 378.9(b) 53.3(b) 300 8,550.0 122.0 37 396.6(b) 53.8(b) 38 414.3(b) 54.3(b) 39 432.l(b) 54.8(b) 40 449.8(b) 55.2(b) a) Concentrated load is considered placed at the support. Loads used are those stipulated for shear b) Maximum value determined by Standard'huck Loading. Otherwise the Standard Lane Loading governs. Table 18 Section Properties of Standard Dressed (S4S) Sawn Lumber AMERICAN WOOD COUNCIL LAI X -X AXIS Y -Y AXIS Nominal Standard Dressed Area of Section Moment of Section Moment of APPro>anale weght in Pounds Per knew toot (601) Size Size (S4S) Section Modulus Inertia Modulus Inertia of Piece when density of wood equals: bxd bxd A S,a lu Syr Iry Inches x Inches int in3 int Ina in4 25 IbM3 30 ib/tt;+ 35 b 40 bM3 45 bV 50 bTI3 I x 3 314 x 2-1/2 1.875 0.781 0.977 0.234 0.088 0.326 0.391 0.456 0.521 0.586 0.651 1 x 4 3/4 x 3-1/2 2.625 1.531 2.680 0.328 0.123 0.456 0.547 0.638 0.729 0.820 0.911 1 x 6 314 x 5-1/2 4.125 3.781 10.40 0.516 0.193 0.716 0.859 1.003 1.146 1.289 1.432 1 x 8 314 x 7-1/4 5.438 6.570 23.82 0.680 0.255 0.944 1.133 1.322 1.510 .1.699 1.888 1 x 10 3/4 x 9-1/4 6.938 10.70 49.47 0.867 0.325 1.204 1.445 1.686 1.927 2.168 2.409 1 x 12 314x 11-114 8.438 15.82 1 88.99 1.055 0.396 1.465 1.758 1 2.051 2.344 2.637 2.930 2x 3 1-1/2 x 2-1/2 3.750 1.563 1.953 0.938 0-703 0.651 0.781 0.911 1.042 1.172 1.302 2x 4 1-1/2 x 3-1/2 5.250 3.063 5.359 1.313 0.984 0.911 1.094 1.276 1.458 1.641 1.823 2x 5 1-1/2 x 4-1/2 6.750 5.063 11.39 1.688 1.266 1.172 1.406 1.641 1.875 2.109 2.344 2x 6 1-1/2 x 5-112 8.250 7.563 20.80 2.063 1.547 1.432 1.719 2.005 2.292 2.578 2.865 2x 8 1-1/2x 7-1/4 10.88 13.14 47.63 2.719 2.039 1-888 2.266 2.643 3.021 3.39B 3.776 2 x 10 1-1/2 x 9-1/4 13.88 21.39 98.93 3.469 2.602 2.409 2.891 3.372 3.854 4.338 4.818 2 x 12 1-112 x 11-1/4 16.88 31.64 178.0 4.219 3.164 2.930 3.516 4.102 4.688 5.273 5.859 2x 14 1-1/2 x 13-1/4 19.88 43.89 1 290.8 4.969 3.727 3.451 4.141 4.831 1 5-521 6.211 6.901 3x 4 2-112 x 3-1/2 8-750 5.104 8.932 3.646 4.557 1.519 1.823 2.127 2.431 2.734 3.038 3x 5 2-1/2 x 4-1/2 11.25 8.438 18-98 4.688 5.859 1.953 2.344 2.734 3.125 3.516 3.906 3x 6 2-1/2 x 5-1/2 13.75 12.60 34.66 5.729 7.161 2.387 2.865 3.342 3.819 4.297 4.774 3x 8 2-112 x 7-1/4 18.13 21.90 79.39 7.552 9.440 3.147 3.776 4.405 5.035 5.664 6.293 3 x 10 2-1/2 x 9-114 23.13 35.65 164.9 9.635 12.04 4.015 4.818 5.621 6.424 7.227 8.030 3 x 12 2-1/2 x 11-114 28.13 52.73 296.6 11.72 14.66 4.883 5.859 6.836 7.813 8.789 9.766 3 x 14 2-1/2 x 13-1/4 33.13 73.15 484.6 13.80 17.25 5.751 6.901 8.051 9.201 10.35 11.50 3 x 16 2-1/2 x 15-1 /4 38.13 96.90 738.9 15.89 19.86 6.619 7.943 9.266 10.59 11.91 13.24 4x 4 3-1/2 x 3-1/2 12.25 7.146 12.51 7.146 12.51 2.127 2.552 2.977 3.403 3.828 4.253 4x 5 3.112 x 4-112 15.75 11.81 26.58 9.188 16.08 2.734 3.281 3.828 4.375 4.922 5.469 4x 6 3.1/2 x 5-1/2 19.25 17.65 48.53 11.23 19.65 3.342 4.010 4.679 5.347 6.016 6.684 4 x 8 3.112 x 7-1/4 25-38 30.66 111.1 14.80 25-90 4.405 5.286 6.168 7.049 7.930 8.811 4 x 10 3.1/2 x 9-1/4 32.38 49.91 230.8 18.89 33.05 5.621 6.745 7.869 8.993 10.12 1124 4x 12 3.112x 11-1/4 39.38 73.83 415.3 22.97 40.20 6.836 8.203 9.570 10.94 12.30 13.67 4 x 14 3-112 x 13-114 46.38 102.4 678.5 27.05 47.34 8.051 9.661 11.27 12.88 14.49 16.10 4 x 16 3-112 x 15-1/4 53.38 135.7 1034 31.14 54.49 9-266 11.12 12.97 14.83 16.68 18.53 5x 5 4.1/2 x 4-1/2 20.25 15.19 34.17 15.19 34.17 3.516 4.219 4.922 5-625 6.328 7.031 6x 6 5-1/2x 5-1/2 30.25 27.73 76.26 27.73 76.26 5.252 6.302 7.352 8.403 9.453 10.50 6 x 8 5-112 x 7-1/2 41.25 51.56 193.4 37.81 104.0 7.161 8.594 10.03 11.46 12.89 14.32 6 x 10 5-1/2 x 9-1/2 52.25 82.73 393.0 47.90 131.7 9.071 10.89 12.70 14.51 16-33 18.14 6 x 12 5-1/2 x 11-112 83.25 121.2 697.1 57.98 159.4 10.96 13.18 15.37 17.57 19.77 21.96 6 x 14 5-112 x 13.112 74.25 167.1 1128 68.06 187.2 12.89 15.47 18.05 20.63 23.20 25.78 6 x 16 5-112 x 15-112 85.25 220.2 1707 78.15 214.9 14.80 17.76 20.72 23.68 26.64 29.60 6 x 18 5-112 x 17-1/2 96.25 280.7 2456 88.23 242.6 16.71 20.05 23.39 26.74 30.08 33.42 6 x 20 5-1/2 x 19-1/2 107.3 348.6 3398 98.31 270.4 18.62 22.34 26.07 29.79 33.52 37.24 6 x 22 5-112 x 21-1/2 118.3 423.7 4555 108.4 298.1 20.53 24.64 28.74 32.85 36.95 41.06 6 x 24 5-112 x 23-1/2 129.3 506.2 1 5948 118.5 325.8 22.44 26.93 31.41 35.90 40.39 44.88 6x 8 7-1/2x 7.112 56.25 70.31 263.7 70.31 263.7 9.766 11.72 13.67 15.63 17.58 19.53 8 x 10 7-1/2x 9-1/2 71.25 112.8 535.9 89.06 334.0 12.37 14.84 17.32 19.79 22.27 24.74 8 x 12 7-1/2 x 11-1/2 86.25 165.3 950.5 107.8 404.3 14.97 17.97 20.96 23.96 26.95 29.95 8 x 14 7-112 x 13-112 101.3 227.8 1538 126.6 474.6 17.58 21.09 24.61 28.13 31.64 35.16 8 x 16 7-1/2 x 15-1/2 116.3 300.3 2327 145.3 544.9 20.18 24.22 28.26 32.29 36.33 40.36 8 x 18 7-1/2 x 17-112 131.3 382.8 3350 164.1 615.2 22.79 27.34 31.90 36.46 41.02 45.57 8 x 20 7-1/2 x 19-112 146.3 475.3 4634 182.8 685.5 25.39 30.47 35.55 40.63 45.70 50.78 8 x 22 7-1/2 x 21-1/2 161.3 577.8 6211 201.6 755.9 27.99 33.59 39.19 44.79 50.39 55.99 8 x 24 7-1/2 x 23-1/2 176.3 690.3 1 8111 220.3 826.2 1 30.60 36.72 42.84 48.96 55.08 61.20 10 x 10 9.1/2 x 9-112 90.25 142.9 678.8 142.9 678.8 15.67 18.80 21.94 25.07 28.20 31.34 10 x 12 9-1/2 x 11-1/2 109.3 209.4 1204 173.0 821.7 18-97 22.76 26.55 30.35 34.14 37.93 10 x 14 9-1/2 x 13-1/2 128.3 288.6 1948 203.1 964.5 22.27 26.72 31.17 35.63 40.08 44.53 10 x 16 9-1/2 x 15-1/2 147.3 380.4 2948 233.1 1107 25.56 30.68 35.79 40.90 46.02 51.13 10 x 18 9.1/2 x 17-1/2 166.3 484.9 4243 263.2 1250 28.86 34.64 40.41 46.18 51.95 57.73 10 x 20 9.1/2 x 19-1/2 185.3 602.1 5870 293.3 1393 32.16 38.59 45.03 51.46 57.89 64.32 10x22 9-112 x 21-1/2 204.3 731.9 7868 323.4 1536 35.46 42.55 49.64 56.74 63.83 70.92 10 x 24 9.1/2 x 23-112 223.3 1 874.4 1 10270 1 353.5 1 1679 1 38-76 1 46.51 1 54.26 62.01 1 69-77 77.52 AMERICAN WOOD COUNCIL LAI Y1 Table 11 Section Properties of Standard Dressed (S4S) Sawn Lumber (Cont.) AMERICAN FOREST & PAPER ASSOCIATION N M n 0 z O V M X -X Axis Y -Y Axis Moment Moment Starxiard Area Nominal Dressed of Section of Section of Approximate weight in Pounds per linear foot (IbAL) Size Size (S4S) Section Modulus Inertia Modulus Inertia d piece when density of wood equals: bxd bxd A S. I, SY ly inches x inches in.2 in.3 lm4 in.3 in.4 25 Ib./ft-3 30 IbJft.3 35 Ib./ft.s 401bAt.3 45 bJft.3 50 IbAL3 12x12 11-1/2x11-1/2 132.3 253.5 1458 253.5 1458 22.96 27.55 32.14 36.74 41.33 45.92 12x14 11-1/2x13-1/2 155.3 349.3 2358 297.6 1711 26.95 32.34 37.73 43.13 48.52 53.91 12x16 11-1/2x15-1/2 178.3 460.5 3569 341.6 1964 30.95 37.14 43.32 49.51 55.70 61.89 12 x 18 11-1/2 x 17-1/2 201.3 587.0 5136 385.7 2218 34.94 41.93 48.91 55.90 62.89 69.88 12 x 20 11-112 x 19-1/2 224.3 728.8 7106 429.8 2471 38.93 46.72 54.51 62.29 70.08 77.86 12 x 22 11-1/2 x 21-1/2 247.3 886.0 9524 473.9 2725 42.93 51.51 60.10 68.68 77.27 85.85 12 x 24 11-1/2 x 23-1/2 270.3 1058 12440 518.0 2978 46.92 56.30 65.69 75.07 84.45 93.84 14x 14 13-1/2 x 13-1/2 182.3 410.1 2768 410.1 2768 31.64 37.97 44.30 50.63 56.95 63.28 14x 16 13-1/2x 15-1/2 209.3 540.6 4189 470.8 3178 36.33 43.59 50-86 58.13 65.39 72.66 14 x 18 13-1/2 x 17-1/2 236.3 689.1 6029 531.6 3588 41.02 49.22 57.42 65.63 73.83 82.03 14 x 20 13-1/2 x 19-1/2 263.3 855.6 8342 592.3 3998 45.70 54.84 63.98 73.13 82.27 91.41 14 x 22 13-1/2x 21-1/2 290.3 1040 11180 653.1 4408 50.39 60.47 70.55 80.63 90.70 100.8 14 x 24 13-1/2 x 23-1/2 317.3 1243 14600 713.8 4818 55.08 66.09 77.11 88.13 99.14 1102 16 x 16 15-1/2 x 15.1 /2 240.3 620.6 4810 620.6 4810 41.71 50.05 58.39 66.74 75.08 83.42 18 x 18 15-1/2 x 17-1/2 271.3 791.1 6923 700.7 5431 47.09 56.51 65.93 75.35 84.77 94.18 16 x 20 15-1 M x 19-1/2 302.3 982.3 9576 780.8 6051 52.47 62.97 73.46 83.96 94.45 104.9 16 x 22 15.1/2 x 21-1/2 333.3 1194 12840 860.9 6672 57.86 69.43 81.00 92.57 104.1 115.7 16x 24 15-1/2 x 23-1/2 364.3 1427 16760 941.0 7293 63.24 75.89 1 88.53 101.2. 113.8 126.5 18 x 18 17-1/2 x 17-1/2 306.3 893.2 7816 893.2 7816 53.17 63.80 74.44 85.07 95.70 106.3 18 x 20 17-1/2 x 19-1/2 341.3 1109 10810 995.3 8709 59.24 71.09 82.94 94.79 106.6 118.5 18 x 22 17-1/2 x 21-1/2 376.3 1348 14490 1097 9602 65.32 78.39 91.45 104.5 117.6 130.6 18 x 24 17-1/2 x 23-1/2 411.3 1611 18930 1199 10500 71.40 85.68 99.96 114.2 128.5 142.8 20 x 20 19-1/2 x 19.1/2 380.3 1236 12050 1236 12050 66.02 79.22 92.42 105.6 118.8 132.0 20 x 22 19-1 /2 x 21-1 /2 419.3 1502 16150 1363 13280 72.79 87.34 101.9 116.5 131.0 145.6 20 x 24 19-112 x 23-1/2 458.3 1795 21090 1 1489 1 14520 79.56 95.47 111.4 1 127.3 1432L 159.1 22 x 22 21-1/2 x 21-1/2 462.3 1656 17810 1656 17810 80.25 96.30 112.4 128.4 144.5 160.5 22 x 24 21-1/2 x 23-1/2 505.3 1979 23250 1810 19460 87.72 105.3 122.8 140.3 157.9 175.4 24 x 24 23.1/2 x 23-1/2 552.3 2163 25420 2163 25420 95.88 115.1 134.2 153.4 172.6 1 191.8 AMERICAN FOREST & PAPER ASSOCIATION N M n 0 z O V M Table 40 Design Values for Visually Graded Southern Plne° DimensloW Lumber W%4" thick} ►$►4 (Tabulated design values are for normal load duration and dry service conditions, unless specified otherwise. See NDS 4.3 for a comprehensive description of design value adjustment factors.) USE WITH TABLE 4B ADJUSTMENT FACTORS AMERICAN FOREST & PAPER ASSOCIATION Design values in founds per square inch (pi) Tension Shear Compression Compression Modulus parallel parallel perpendicular parallel of Grading Species and Size Bending to grain to grain to grain to grain Etast * Rules commercial grade classification Fe Fu F„ F., Fr, E Agency. SOUTHERN Dense Select Structural 3050 1650 175 660 2250 1,900,000 Select Structural 2850 1600 175 565 2100 1,800,000 Non -Dense Select Structural 2650 1350 175 480 1950 1,700,000 Nc.1 Dense 2000 1100 175 660 2000 1,800,000 No.1 1850 1050 175 565 1850 1,700,000 No.1 Non -Dense 1700 900 175 480 1700 1,600,000 No.2 Dense 2'-4' wide 1700 875 175 660 1850 1,700,000 No.2 1500 825 175 565 1650 1,600,000 No.2 Non -Dense 1350 775 175 480 1600 1,400,000 No.3 and Stud 850 475 1 175 565 975 1,400,000 Construction 1100 625 175 565 1800 1,500,000 Standard 4' wide 625 350 175 565 1500 1,300,000 Utility 300 175 175 565 975 1,300,000 Dense Select Structural 2700 1500 175 660 2150 1,900,000 Select Structural 2550 1400 175 565 2000 1,800,000 Non -Dense Select Structural 2350 1200 175 480 1850 1,700,000 No.1 Dense 1750 950 175 660 1900 1,800,000 No.1 1650 900 175 565 1750 1,700,000 N0.1 Non -Dense 1500 800 175 480 1600 1,600,000 No.2 Dense 5`-6' wide 1450 775 175 660 1750 1,700,000 No.2 1250 725 175 565 1600 1,600,000 N0.2 Non -Dense 1150 675 175 480 1500 1,400,000 No.3 and Stud 1 750 425 175 565 925 11,400,000 SPIB Dense Select Structural 2450 1350 175 660 2050 1,900,000 Select structural 2300 1300 175 585 1900 1,8001000 Non -Dense Select Structural 2100 1100 175 480 1750 1,700,000 No.1 Dense 1650 875 175 660 1800 1,800,000 No.1 1500 825 175 565 1650 1,700,000 No.1 Non -Dense 8' wide 1350 725 175 480 1550 1,600,000 No.2 Dense 1400 675 175 660 1700 1,700,000 No.2 1200 850 175 565 1550 1,600,000 No.2 Non -Dense 1100 600 175 480 1450 1,400,000 No.3 and Stud 700 400 175 565 875 1,400,000 Dense Select Structural 2150 1200 175 660 2000 11900,000 Select Structural 2050 1100 175 565 1850 1,800,000 Non -Dense Select Structural 1850 950 175 480 1750 1,700,000 No.1 Dense 1450 775 175 660 1750 1,800,000 No.1 1300 725 175 565 1600 1,700,000 No.1 Non -Dense 10' wide 1200 650 175 480 1500 1,600,000 No.2 Dense 1200 625 175 660 1650 1,700,000 Not 1050 575 175 565 1500 1,600,000 No.2 Non -Dense 950 550 175 480 1400 1,400,000 No.3 and Stud 800 325 175 565 850 1,400,000 Dense Select Structural 2050 1100 175 660 1950 1,900,000 Select Structural 1900 1050 175 565 1800 1,800,000 Non -Dense Select Structural 1750 900 175 480 1700 1,700,000 No.1 Dense 1350 725 175 660 1700 1,800,000 No.1 1250 675 175 565 1600 1,700,000 No. t Non -Dense 12' wide' 1150 600 175 480 1500 1,600,000 No.2 Dense 1150 575 175 660 1600 1,700,000 No.2 975 550 175 565 1450 1,600,000 No.2 Non-Danse 900 525 175 480 1350 1,400,000 No.3 and Stud 575 325 175 565 825 1,400,000 AMERICAN FOREST & PAPER ASSOCIATION Table 4D Design Values for Visually Graded Timbers {5" d largerY j� (Cont.) (Tabulated design values are for normal load duration and dry service conditions, unless specified otherwise. See NDS 4.3 for a comprehensive description of design value adjustment factors.) ." USE WITH TABLE 4D ADJUSTMENT FACTORS AMERICAN FOREST & PAPER ASSOCIATION v M N Z VC r C M y Design values in pounds par square inch (psi} Tension Shear Compression Compression Nodulus parallel parallel perpendicular parallel of Grading Species and Sae Bending to grain to grain to grain to grain Elasticity Rules commercial grade classification Fy Fi F„ FeL Fe E Agency REDOAK Select Structural Beams and 1350 800 155 820 825 1,200,000 No.1 Stringers 1150 550 155 820 700 1,200,000 No.2 725 375 155 820 450 1,000,000 NELMA 1250 850 155 820 875 1,200,000 Select Structural Posts and No.1 Timbers 1000 675 155 820 775 1,200,000 No.2 575 400 155 820 350 1000,000 _ED . INE Select Structural Beams and 1050 625 130 440 725 1,100,000 No.1 Stringers 875 450 130 440 600 1,100,000 Not 575 300 130 440 375 900,000 NLGA Select Structural Posts and 1000 675 130440 775 11100,000 No.1 Timbers 800 550 130 440 675 1,100,000 No.2 475 325 130 440 475 900,000 Clear Heart Structural or Clear Structural 1850 1250 145 650 1650 1,300,000 SelectStrictural 5' x 5' 1400 950 145 650 1200 1,300,000 SelectStruturalOG 1100 750 145 420 900 1,000,000 No_1 & larger 1200 800 145 650 1050 1,300,000 RIS No.1 OG 950 650 145 420 Boo 1,000,000 No.2 975 650 145 650 900 1,100,000 No.2 OG 1 750 1 400 1 145 420 650 1 900,000 Select Structural Beams and 1200 675 140 435 825 1,300,000 No.1 Stringers 1000 500 140 435 675 1,300,000 Not 650 325 140 435 450 1,000,000 WCLIB 1150 750 140 435 875 1,300,000 Select Structural Posts and No.1 Timbers 925 600 140 435 750 1,300,000 No.2 550 350 140 435 525 1,000,000 Select Structural Beams and 1200 675 140 435 825 1,300,000 No.1 Stringers 1000 500 140 435 675 1,300,000 No.2 650 325 140 435 450 1,100,000 WWPA Select Structural Posts and 1150 750 140 435 875 1,300,000 No.I Timbers 925 600 140 435 750 1,300,000 No.2 550 350 140 435 25 1,100,000 • (Wet Service Candifions) Dense Select Structural 1750 1200 165 440 1100 1,600,000 Select Structural 1500 1000 165 375 950 1,500,000 No.1 Dense 1550 1050 165 440 975 1,600,000 No.t 5' x 5' 1350 900 165 375 825 1,500.000 No.2 Dense & larger 975 650 165 440 625 1,300,000 SPIB No.2 850 550 165 375 525 1,200,000 Dense Structural 86 2100 1400 165 440 1300 1,600,000 Dense Structural 72 1750 1200 165 440 1100 11600,000 Dense Structural 85 1 1 1600 1 1050 1 165 1 440 1 1000 1 1,600,000 Select Structural Beams and 1100 650 125 425 775 1,300,000 No.1 Stringers 900 450 125 425 625 1,300,000 No.2 600 300 125 425 425 1,000,000 NLGA 425 800 1,300,000 Select Structural Posts and 1050 700 125 No.1 Timbers 850 550 125 425 700 1,300,000 No.2 500 325 125 425 500 1,000,000 AMERICAN FOREST & PAPER ASSOCIATION v M N Z VC r C M y s.. Table 4_3 Design Values for Poles Graded in Accordance with ASTM DS200 Western RedCedar Table 4.2 Design Values for Treated Round Timber Plies Graded in Accordance with ASTM D25 Design values in pounds per square inch (psi) Species F, Fb F„ FL E Pacific Coast Douglas Fir' 1250 2450 115 230 1,500,000 Red Oak2 Red Pines 900 1900 85 155 1 1,280,000 Southern Pine4 1 _ Pacific Coast Douglas Fir design values apply to this species as defined in ASTM Standard D1760-86. For connection design use Douglas Fir -Larch design values. 2. Red Oak design values apply to Northern and Southern Red Oak. 3. Red Pine design values apply to Red Pine grown in the United States. For connection design use Northern Pine design values. 4. Southern Pine design values apply to Loblolly, Longleaf, Shortleaf, and Slash Pines. AMERICAN FOREST & PAPER ASSOCIATION Design values in pounds per square inch (psi) Compression Compression perpendicular parallel Modulus of Bending Shear to grain to orain Bearing Elasticity Species Fb F„ Fel F. Fg E Pacific CoasiDouglas-Fir 1850 115 375 1000 1200 1,500,000 Jack Pine Lodgepole Pine 1350 85 240 700 875 1,080,000 Northern While Cedar HE Ponderosa Pine 1300 90 320 650 825 1,000,000 Red Pine Southern Pine 1700 105 320 900 1125 1,400,000 Western Herriock Western Larch 2050 120 375 1075 1125 1,460,000 Western RedCedar Table 4.2 Design Values for Treated Round Timber Plies Graded in Accordance with ASTM D25 Design values in pounds per square inch (psi) Species F, Fb F„ FL E Pacific Coast Douglas Fir' 1250 2450 115 230 1,500,000 Red Oak2 Red Pines 900 1900 85 155 1 1,280,000 Southern Pine4 1 _ Pacific Coast Douglas Fir design values apply to this species as defined in ASTM Standard D1760-86. For connection design use Douglas Fir -Larch design values. 2. Red Oak design values apply to Northern and Southern Red Oak. 3. Red Pine design values apply to Red Pine grown in the United States. For connection design use Northern Pine design values. 4. Southern Pine design values apply to Loblolly, Longleaf, Shortleaf, and Slash Pines. AMERICAN FOREST & PAPER ASSOCIATION ATLANTIC BEACH couNrRv ri1jR � - PROJECT LOCATION YORK BRIDGE CONCEPTS The Professional Bridge Company JACKSONVILLE, FL PEDESTRIAN AND VEHICULAR BRIDGE BRIDGE LOCATION GENERAL 000 PLANS 100 ELEVATIONS 200 SECTIONS 300 RAILS 400 ABUTMENT 500 DETAILS 600 SERIES INDEX ATLANTIC BEACH COUNTRY CLUB 3ACKSONVILLE, FLORIDA PEDESTRIAN AND VEHICULAR BRIDGE DRAWING INDEX SHEET NUMBER DRAWING TITLE GENERAL; 401A 000 COVERSHEET 001 DRAWING INDEX OD2 GENERAL NOTES 003 PROJECT NOTES 004 STRUCTURAL RELIABILITY/CONFIDENTIALITY 005 1 BILL OF MATERIALS PUNS -. 405 100 PLAN -SITE LAYOUT 100A PLAN - ENLARGED SITE LAYOUT 101 PLAN - PILE LAYOUT 102 PLAN - STRINGER LAYOUT 102A PLAN - ENLARGED STRINGER LAYOUT 103 PLAN - DECKING AND POST LAYOUT 104 PLAN - CURB LAYOUT 105!PLAN -VWARDECK LAYOUT 106 PLAN - RAIL AND FINISHED LAYOUT ELEVATIONS 502A 201 ELEVATION - EXTERIOR OF PEDESTRIAN 202 ELEVATION- EXTERIOR OF VEHICULAR 203 ELEVATION - INTERIOR OF PEDESTRIAN 204 ELEVATION - INTERIOR OF VEHICULAR SECTIONS` 603 301A SECTION- PILE SUPPORTED MATERIALS 3018 SECTION- PILE SUPPORTED DIMENSIONS 301C SECTION- PILE SUPPORTED REFERENCES DRAWING INDEX RAILS f 14 401 RAIL- ENLARGED EXTERIOR PEDESTRIAN ELEVATION 401A RAIL- EXTERIOR PEDESTRIAN ELEVATION CONNECTION 402 RAIL -ENLARGED EXTERIOR PEDESTRIAN ELEVATION AT END 402A RAIL - ENLARGED EXTERIOR PEDESTRIAN ELEVATION AT END 403 RAIL -ENLARGED EXTERIOR VEHICULAR ELEVATION 403A RAIL - EXTERIOR VEHICULAR ELEVATION CONNECTIONS 404 RAIL - ENLARGED INTERIOR PEDESTRIAN ELEVATION 404A RAIL - INTERIOR PEDESTRIAN ELEVATION CONNECTION 405 RAIL - ENLARGED INTERIOR VEHICULAR ELEVATION tt11f 14�� DRAWING INDEX RAILS DETAIL- TYPICAL BLOCKING 401 RAIL- ENLARGED EXTERIOR PEDESTRIAN ELEVATION 401A RAIL- EXTERIOR PEDESTRIAN ELEVATION CONNECTION 402 RAIL -ENLARGED EXTERIOR PEDESTRIAN ELEVATION AT END 402A RAIL - ENLARGED EXTERIOR PEDESTRIAN ELEVATION AT END 403 RAIL -ENLARGED EXTERIOR VEHICULAR ELEVATION 403A RAIL - EXTERIOR VEHICULAR ELEVATION CONNECTIONS 404 RAIL - ENLARGED INTERIOR PEDESTRIAN ELEVATION 404A RAIL - INTERIOR PEDESTRIAN ELEVATION CONNECTION 405 RAIL - ENLARGED INTERIOR VEHICULAR ELEVATION 405A RAIL- BOLT PATTERN 0INTERIOR VEHICULAR CURB 406 RAIL - ENLARGED PEDESTRIAN SECTIONS 407 RAIL - ENLARGED VEHICULAR SECTIONS 406 RAIL - ENLARGED VEHICULAR CURB 409 RAIL- ENLARGED VEHICULAR RAIL ABUTMENT 501 ABUTMENT -PLAN 501A ABUTMENT -ENLARGED WINGWALL 502 ABUTMENT- VVINGWALL ELEVATION 502A ABUTMENT-SONOTUBE 503 ABUTMENT- HEADWALL ELEVATION DETAILS 601 DETAIL -PILE SPLICE 602 DETAIL - PILE CAP TO PILE CONNECTION 603 DETAIL -OVERALL FRAMING 604 DETAIL - GLULAM CONNECTION AT PEDESTRIAN 605 DETAIL - GLULAM CONNECTION AT VEHICULAR 606 DETAIL - GLULAM CONNECTION AT PILE CAP YORK 607 DETAIL- TYPICAL BLOCKING 618 DETAIL - OVERLAP OF STRINGERS AT PEDESTRIAN 609 DETAIL - SUPPORT BEAM TO GLULAM 610 DETAIL - DECK MOUNTING 611 DETAIL - WEARDECK MOUNTING 611A DETAIL - VVEARDECK COUNTERSUNK 612 DETAIL - CUSTOM POST CAPS 613 DETAIL -HARDWARE 614 DETAIL - HARDWARE BRACKETS 615 DETAIL - NAILER DETAIL 616 DETAIL - YORK BRIDGE PLATE 617 DETAIL- YORK BRIDGE SERVICES The Professional Bridge Company PEDESTRIAN AND VEHICULAR BRIDGE DESIGN -5ffRAL NOTES: 1. GENERAL CONTRACTOR IS TO PROVIDE AN ADEQUATE AND SECURE STAGING AREA FOR MATERIALS AND EQUIPMENT NEAR EACH BRIDGE SITE. THIS AREA MUST BE ACCESSIBLE AND CONSTANT UNTIL THE BRIDGE IS COMPLETE. 2. GENERAL CONTRACTOR IS TO PROVIDE ADEQUATE ACCESS TO EACH WORK SITE FOR CONSTRUCTION MATERIALS AND EQUIPMENT PER YBC REQUIREMENTS. PROVISION OF ACCESS MAY INCLUDE REMOVAL OF VEGETATION, ROAD SHAPING, SCRAPING AND/OR APPLICATION OF GRAVEL TO SOLIDIFY ROAD SURFACE. 3. GENERAL CONTRACTOR IS TO VERIFY THAT ALL REQUIRED PERMITS ARE IN PLACE PRIOR TO YBC MOBILIZATION, AND TO PROVIDE YBC WITH A COPY OF ANY PERMIT(S) PERTINENT TO THE WORK DESCRIBED IN THE PROPOSAL. 4. SITE PREPARATION AND COMPACTION FOR THE CONSTRUCTION OF ALL WORK MUST BE SUBSTANTIALLY COMPLETED ON THIS PROJECT PRIOR TO YBC MOBILIZATION TO ALLOW YBC IMMEDIATE COMMENCEMENT OF WORK UPON ARRIVAL AT JOBSITE. ALL SITE WORK PREPARATION, EXCAVATION AND CLEANING ARE TO BE PERFORMED BY OTHERS. ALL BACK FILLING AND FINISH GRADING BY OTHERS. 5. GENERAL CONTRACTOR WILL CLEARLY MARK OR REMOVE ANY UTILITIES, SPRINKLER HEADS OR IRRIGATION LINES WITHIN 50' OF ALL AREAS WHERE CONSTRUCTION WILL OCCUR PRIOR TO YBC MOBILIZATION. YBC WILL NOT BE HELD LIABLE FOR DAMAGE TO ANY MARKED OR UNMARKED UTILITY OR IRRIGATION LINES IN THIS AREA 6. GENERAL CONTRACTOR IS RESPONSIBLE FOR HAVING THE CENTERLINES AND OFFSETS LOCATED AND STAKED AND PROVIDING APPROPRIATE BENCHMARKS AND ELEVATIONS PRIOR TO YBC MOBILIZATION. DURING CONSTRUCTION YBC MAY REQUIRE ADDITIONAL CONSTRUCTION STAKING, WHICH WILL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 7. YBC IS NOT RESPONSIBLE FOR ADEQUATE SITE DRAINAGE DURING CONSTRUCTION PHASE. 8. GENERAL CONTRACTOR'S REPRESENTATIVE IS REQUIRED TO INSPECT AND SIGN OFF FOR EACH BRIDGE SITE BOTH BEFORE AND AFTER CONSTRUCTION TO PROVIDE QUALITY ASSURANCE WHILE YBC IS ONSITE PRIOR TO DEMOBILIZATION. 9. BRIDGE CONTRACTOR WILL PERFORM ALL WORK FROM DECK LEVEL WHERE APPLICABLE. ALL FOOT TRAFFIC WILL BE CONTAINED WITHIN SIX FEET FROM BRIDGE PATH. 10. BRIDGE CONTRACTOR WILL CLEAN UP EACH BRIDGE SITE DAILY, SCRAP TO BE PLACED IN DUMPSTER TO BE PROVIDED BY YBC OR OTHERWISE SPECIFIED IN THE CONTRACT. 11. GENERAL CONTRACTOR IS RESPONSIBLE FOR POSTING LOAD LIMIT SIGNS AND/OR SPEED LIMIT SIGNS AT EACH END OF EACH BRIDGE. 12. COMPLIANCE WITH ALL BUILDING CODES REGARDING ADA COMPLIANCE WILL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. CONTINUOUS ADA METAL GUIDE RAILS IF REQUIRED ARE TO BE INSTALLED BY OTHERS. 13. ALL UTILITY LINES, PIPES, CONDUIT OR OTHER LINES TO BE ATTACHED TO THE BRIDGE WILL BE INSTALLED BY OTHERS AFTER BRIDGE COMPLETION. ALL PIPE HANGER DESIGNS WILL BE BY OTHERS. 14. ALL YBC BRIDGES WILL NOT BE ABLE TO BE UTILIZED BY ANYONE OTHER THAN YBC PERSONNEL UNTIL THEY ARE INDIVIDUALLY SIGNED OFF BY A CERTIFIED REPRESENTATIVE OF THE GENERAL CONTRACTOR OR AS NOTED IN THE AGREEMENT. 15. IF THE INFORMATION OF THE 100—YEAR FLOOD ELEVATION FURNISHED 13Y CLIENT ENGINEER DOES NOT MEET YBC CRITERIA OF 12 INCHES ABOVE FLOOD PLAIN FOR THIS DESIGN, YBC RECOMMENDS THAT THE ELEVATION OF THE BOTTOM OF THE LOWEST BRIDGE STRINGER TO BE PLACED AT A MINIMUM OF 12 INCHES ABOVE THE 100—YEAR FLOOD ELEVATION. 16. APPROVAL OF THE ATTACHED DRAWINGS HEREBY GIVES YORK BRIDGE CONCEPTS, INC. NOTICE TO PROCEED TO ORDER AND PROCURE MATERIALS LISTED ON THE BILL OF MATERIALS ATTACHED. SHOULD CONSTRUCTION SCHEDULING NOT OCCUR WITHIN 3 CALENDAR MONTHS FROM THE DATE OF APPROVAL, GENERAL CONTRACTOR MAY BE RESPONSIBLE FOR ADDITIONAL STORAGE, FUEL AND/OR FREIGHT FEES THAT WILL BE REVIEWED AND ASSESSED ACCORDINGLY. YORK The Professional Bridge Company 'a. ..1m �,�j a .d« rzm4n )35(124:7581h, s71h, cM.zw41n n p.,WW- f— Ymk &Wp C...Pt. wa•s8 ( MAM 1274 PEDESTRIAN AND VEHICULAR BRIDGE ATLANTIC BEACH COUNTRY CLUB JACKSONVILLE, FL GENERAL NOTES HS 20-44 (1.1400 DEFLECTION) AORSea FEBRUARY 212014 S. KIMBRELL 213175 002 1, UNLESS OTHERWISE SPECIFIED, ALL SAWN LUMBER SHALL BE SOUTHERN YELLOW PINE AND GRADED UNDER THE SOUTHERN PINE INSPECTION BUREAU (SPIB) RULES. 2. UNLESS OTHERWISE SPECIFIED, ALL SAWN LUMBER SHALL BE GRADE NO. 2, S4S (SURFACED FOUR SIDES). PILE CAP TO BE ROUGH SAWN. 3. UNLESS OTHERWISE SPECIFIED, ALL SAWN LUMBER SHALL BE PRESSURE TREATED WITH CQ6 ON TIMBERS DENOTED BY YBC AND REFLECTED ON THE BILL OF MATERIALS OR WITH -AM. RETENTION LEVELS SHALL BE DEFINED IN DESIGN PLANS. PRESSURE TREATMENT SHALL BE IN ACCORDANCE WITH THE AMERICAN WOOD PRESERVERS ASSOCIATION (AWPA) STANDARD P5-90 AND A2-88. ALL LUMBER AND TIMBERS SHALL BE PRESSURE IMPREGNATED UNDER AWPA STANDARDS C1-90, C2-90, C14-90, AND C18-90 WHERE APPLICABLE. 4. ALL SAWCUTS, DRILLED HOLES OR OTHER PENETRATIONS (EXCEPT PILE SPLICES) SHALL BE TREATED WITH COPPER NAP, WOOD PRESERVATIVE SOLUTION, PRIOR TO INSTALLING HARDWARE, BOLTS OR OTHER BRIDGE MEMBERS OR DEVICES. 5. UNLESS OTHERWISE SPECIFIED, TIMBER PILES SHALL BE SOUTHERN YELLOW PINE CONFORMING TO ASTM STANDARD D-25 (LATEST EDITION) FOR QUALITY. SPECIFICATION FOR SIZE SHALL BE 1 INCH TAPER IN 10 LINEAR FEET. 6. ALL PILING SHALL BE PRESSURE IMPREGNATED UNDER AWPA STANDARDS C1-90, C3-90, C14-90, AND C18-90 WHERE APPLICABLE. 7. HARDWARE THAT IS TO BE STAINLESS STEEL WILL BE SPECIFIED ON THE DRAWINGS. 8. WEAR -DECKING SHALL BE ATTACHED WITH 304 STAINLESS STEEL OR BETTER SCREWS RECESSED AT A MINIMUM OF Y2 INCH BELOW DECK SURFACE. 9. ALL DECK SCREWS NOT BELOW MINIMUM DEPTH SHALL BE DRIVEN BELOW DECK SURFACE WITH A YBC-APPROVED STEEL PUNCH. 10. HANQ AUGURING AND JETTING ARE NOT APPROVED PILE INSTALLATION METHODS. 11. PILES ARE REQUIRED TO BE DRIVEN TO THE DEPTH ON THE DRAWINGS OR TO REFUSAL, WITH A NPK C4/C6/CB, AS REQUIRED PER CONTRACT. REFUSAL SHALL BE DEFINED AS AN INSERTION RATE OF 6 INCH PER MINUTE. IF THE SOIL CONDITIONS WARRANT ADDITIONAL DRIVING AT THE DIRECTION OF THE ENGINEER, THE PROJECT MANAGER AND/OR THE FOREMAN IN THE FIELD MAY CONTINUE TO APPLY LOAD ON THE PILE UNTIL THERE IS NOT ANY ADDITIONAL MOVEMENT. IN THE EVENT OF PREMATURE REFUSAL YBC ENGINEER WILL BE CONSULTED. 12. UPON ENCOUNTERING DENSE SOIL, ROCK, OR OTHER SIMILAR SOIL CONDITIONS THAT PREVENT DRIVING PILING, THE DRIWNG/AUGURING METHOD MAY BE UTILIZED. HOLES SHOULD BE DRILLED UTILIZING A BIT THAT IS THE SAME SIZE AS THE BUTT OF THE PILE OR SMALLER. ONCE THE HOLE IS DRILLED/AUGERED TO THE APPROPRIATE DEPTH THE PILE SHOULD BE INSERTED IN THE HOLE AND SEATED/DRIVEN TO REFUSAL 13. IF SOFT SOILS ARE ENCOUNTERED THE PILE MAY BE SPLICED, AS SHOWN ON DRAWING 601. 14. ONCE THE PILES ARE SEATED/DRIVEN IN DRILLED/AUGERED HOLE THEY MUST HAVE HAMMER APPLIED TO PILE AT FULL THROTTLE FOR A MINIMUM OF 5 MINUTES WHILE THE APPROPRIATE SPOILS OR SOILS WILL BE SIFTED AROUND THE PILE. 15. ABUTMENTS WILL HAVE MIRAFI 50OX NEEDLE PUNCHED, WOVEN GEOTEXTILE, OR EQUAL 16. ALL BOLT CONNECTIONS TO HAVE LOCK WASHERS. 17. WE ARE PROVIDING A WOOD DECK IN THIS PROJECT IN ACCORDANCE WITH THE SPECIFICATIONS AND/OR CONTRACT DOCUMENTS. BE AWARE THAT MOST PEDESTRIAN LIABILITY CLAIMS ARE DUE TO SLIP AND FALL CLAIMS, IT IS THE RESPONSIBILTTY OF THE GENERAL CONTRACTOR TO KEEP THE DECK FREE FROM SLIP OR TRIP HAZARDS DUE TO CUPPING, SPLITS, GAPS AND SMOOTH SURFACES. 18. HARDWARE INTENDED TO BE PAINTED SHALL BE CLEANED OF OIL BY USING MINERAL SPIRITS, PRIOR TO PRIMER. 19. PRIMER AND PAINT SHALL BE KRYLON BRAND OR APPROVED EQUAL 20. PAINT SHALL BE APPLIED PRIOR TO BOLT INSTALLATION. YORK The Professional Bridge Company 1h� Wm+ " W*Wly Of York Bneuo Conaov!s. c 800.1 "In Thy —p not to M nprorMreod or u�otl wltAout .rgt.n p.m�4okn nom voA BAdgo anepia. nu:,n {3sse r eooe�.!n< PEDESTRIAN AND VEHICULAR BRIDGE ATLANTIC BEACH COUNTRY CLUB JACKSONVILLE, FL PROJECT NOTES HS 20-44 (L/400 DEFLECTION) -II-- s_ _ FEBRUARY 212014 S.KIMBRELL 213175 1 003 PLEASE NOTE ALL YBC DESIGNS / DRAWINGS / SPECIFICATIONS AND ASSOCIATED DOCUMENTS ARE HIGHLY CONFIDENTIAL AND INCLUDE TRADE SECRET INFORMATION. THESE AND ASSOCIATED DOCUMENTS ARE TO BE USED FOR THE SOLE PURPOSE OF ILLUSTRATING THE MANNER IN WHICH YBC WILL CONSTRUCT THE PROJECT. AT NO TIME ARE THESE OR ASSOCIATED DOCUMENTS TO BE COPIED, DUPLICATED, REPRODUCED OR USED FOR ANY OTHER PURPOSE OTHER THAN INTENDED BY YBC WITHOUT WRITTEN PERMISSION FROM THE CEO OF YBC. THESE DESIGNS / DRAWINGS / SPECIFICATIONS ARE NOT INTENDED FOR CONSTRUCTION BY OTHERS. BY RECEIVING THESE DESIGNS/ DRAWINGS / SPECIFICATIONS AND ANY ASSOCIATED DOCUMENTS YOU ARE IMPLYING, THAT AS A DULY AUTHORIZED AGENT OF YOUR COMPANY, YOU ARE AGREEING NOT TO USE OR DISTRIBUTE THE ENCLOSED DESIGNS / DRAWINGS / SPECS FOR ANY PURPOSE OUTSIDE OF YBC'S INTENT. IF THE READER OF THESE DESIGNS / DRAWINGS / SPECIFICATIONS IS NOT THE INTENDED RECIPIENT, YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, DISTRIBUTION OR COPYING OF THESE DESIGNS / DRAWINGS / SPECS IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THESE DOCS IN ERROR, PLEASE IMMEDIATELY CALL 800-226-4178 AND ASK FOR THE CFO. STRUCTURAL RELIABILITY, THIS PROJECT HAS BEEN DESIGNED BY UTILIZING YBC'S STANDARD DESIGNS TO PROVIDE FOR STRUCTURAL CAPACITY AS STATED ON THE DRAWINGS. THE STRUCTURAL CAPACITY WAS DESIGNED WITH THE FOLLOWING ITEMS TAKEN INTO CONSIDERATION: LOADING/CAPACITY OF COMPONENTS, WIND LOAD/UPLIFT AND STANDARD SOIL. ITEMS CHECKED IN THE YES" BOX BELOW HAVE BEEN TAKEN INTO CONSIDERATION IN DESIGNING THIS PROJECT., DESCRIPTION: 100 -YEAR FLOOD ELEVATION M w Q FLOW RATES AGAINST BRIDGE STRUCTURE 1 NUT (N) O SCOUR 1 LOCKWASHER (LW) 1 NUT (N) IRRIGATION & UTILITY PIPES � I SOILS REPORT 0 1 FLAT WASHER FW BRIDGE COMPLIES WITH ADA GRADE REQUIREMENTS XQ ED THIS PROJECT HAS NOT BEEN DESIGNED SPECIFICALLY FOR (AND YBC'S WARRANTY DOES NOT COVER) NATURAL DISASTERS, FLOODING, WATER VELOCITY, ELRI�T1WQ$IQM, r SCOUR, EXPANSIVE SOIL, PEAT BOGS, ROCK OR UTILITY/IRRIGATION LINES AND TH�,$� AO,'THFREOF. BOLT ASSEMBLIES HEX BOLT 2 DOCK WASHERS (DW) 1 LOCKWASHER (LW) 1 NUT (N) TIMBER BOLT 1 DOCK WASHER (DW) 1 LOCKWASHER (LW) 1 NUT (N) CARRIAGE BOLT CUSTOM PLATES (PER DESIGN) 1 LOCKWASHER (LW) 1 NUT (N) LAG BOLT 1 FLAT WASHER FW NONE 1 NUT N SIZES = s<= 2Y' WASHER STRUCTURAL RELIABILITY/ CONFIDENTIALITY _ 27 * WASHER E7, 2J�" WASHER _= 3" WASHER 3Y" WASHER - 4" WASHER YORK = s<= PEDESTRIAN AND VEHICULAR BRIDGE STRUCTURAL RELIABILITY/ CONFIDENTIALITY _ _= BRIDGE CONCEPTS - 1 r �•� � � r ,�� ` ATLANTIC BEACH COUNTRY CLUB JACKSONVILLE, FL HS 20-44 (L/4W DEFLECTION) 0 The Professional Bridge Company B„vB4.Br FEBRUARY 2120 14 S. IaMBRELL MAI M 213175 004 AMY ,Wl r0 d YWk B,Itlq" C�. .rnt n Pwn*O m from Yat from Cwcwt M31 Gwslb tr,ce t. BOD.]I6A1)8 wan 335M r am WA27� ABUTMENT HARDWARE ITEM SIZE (in.) APPLICATION FINISH COMMENTS NAILS 40d HEADWALL TO PEDESTRIAN STRINGERS HDG PILE TO PILE CAP VMS" WING WALL PILE THROUGH W INGWALL MDG DOWEL 1"X24" ICAP TO PILE (INSIDE) HDG STRAP (MSTA18-Z) 18" ICAP TO PILE (OUTSIDE) HDG DUAL COATED HEX BOLT 1-1/2"X.148 THROUGH STRAP HDG POSI NAILS - STICK STYLE - PAPER KING/ SUPPORTBEAMS /STRINGERS HEX BOLT BOLTS 3/4"X14" INTO PILE CAP HDG D9572 4"X6"X12"X1/2" AT BOTTOM OF GLULAMS (SOME DOUBLED) HOG OLTS 314"XB" AT BOTTOM OF GLULAMS HDG OLTS 3/4"X10" BRACKET TO GLULAM HDG OLTS NCLIPS 3/4"X6" BRACKET TO 4X12 BLOCKING HOG OLTS 3/4"X 10" BRACKET TO GLULAM HOG 4"X4"X1/2" BRACKET TO GLULAM AND 4X12 BLOCKING HOG OLTS 3/4"X10" BRACKET TO GLULAM HOG OLTS 3/4"X8" BRACKET TO 4X12 SUPPORT BEAM HOG 4"X4"X1/2" BRACKET TO GLULAM AND SUPPORT BEAM HOG LIPS 2 1/4'7(4 1/4" STRINGER TO SUPPORT BEAM HDG VEHICULAR DECKING TO STRINGER LAG BOLTS I 318"X7- jDEcrjNG TO STRINGER HOG VEHICULAR WEARDECK SCREW #12X4.5" WEARDECK TO DECK SS CURB TIMBER BOLTS 314"X18" ICURB TO DECK (6/BLOCK) (5 AT ENDS) HDG CARRIAGE BOLT 1 1/4"X21" CURB TO POST HOG DL 57 5"X7"'XI/4" JOUTSIDE POST HOG DL48 4"X8"X1/4" JINSIDE CURB HDG VEHICULAR POSTS SCREW 1.5' 6 PIN IPOSTCAP HDG LAG BOLTS 1/77(8" ACCENT RAIL TO GUIDERAIL HDG TIMBER BOLTS 3/4"X18" GUIDERAIL TO TO 10"X10" POST (COUNTERSUNK) HDG HEX BOLTS 3/4"X28" VEHICULAR POST TO POST BLOCK TO GLULAM HOG PEDESTRIAN POSTS HEX BOLTS 3/4"X20" GLULAM TO 8"X8" POST HOG HEX BOLTS 5/8"X14" GLULAM TO 4'7(4" POST HDG SCREW I #IDdX3" JPOST TO LOUVERS HDG ABUTMENT ACCESSORIES SCREW #12X4.5" WW CAP TO WW HOG NAILS 40d HEADWALL TO PEDESTRIAN STRINGERS HDG HEX BOLTS VMS" WING WALL PILE THROUGH W INGWALL MDG HEX BOLTS 314"X20" HEADWALL THROUGH PILE HDG LAG BOLTS 3/8"X8" HEADWALL THROUGH GLULAM HOG HEX BOLT 5/8"X6" BRACKET TO HEADWALL HDG SCREW HEX BOLT 5/8"X10" BRACKET TO GLULAM HOU 10"X10" D9572 3"X3"X3" GLULAM THROUGH HEADWALL HOU LAG BOLTS 3/8"XT' I WW TO PILE, HW TO STRINGER HDG ACCESSORIES ITEMSIZE (in.) APPLICATION FINISH COMMENTS (�,., f,v.,-.. _ _ 52�0 S02 BRIDGE CONCEP� CAP TO POST Lamm HS 20-44 (L/aoo DEFLECTION) c' o o _ o The Professional POST CAP 8"X8" TOP OF POST METAL ROUND BALL SCREW 716" CAP TO POST POST CAP 10"X10" TOP OF POST METAL FLAT, NO BALL SCREW 7/8" CAP TO POST POST CAP 10"X10" TOP OF POST METAL ROUND BALL SCREW 7/8" CAP TO POST BILL OF MATERIALS Y0 R K PEDESTRIAN AND VEHICULAR BRIDGE HARDWARE (�,., f,v.,-.. _ _ 52�0 S02 BRIDGE CONCEP� -Comm r = ATLANTIC BEACH COUNTRY CLUB Lamm HS 20-44 (L/aoo DEFLECTION) c' o o _ o The Professional Bridge Company v ,. JACKSONVILLE, FL ar FEBRUARY 212014 S. KIMBRELL 213175006 lt Fq. 41 a p � nx�«� p.miwion from nark erg cwx:py. mc.n 3Mse f.=.8MJ274 ls;�' e•� t �s YORK _ BRIDGE C N EPTS 0 0 0 0 0 0 0 The Professional Bridge Company 0 an M "n�roaaw a rs.e riuwui� m —335M ..� ,: S-WSM6 ma rn rrot to n pw�MYbn from Yetic &kp, Cerie�pta In ]3558 r BUOBM.Ina 55t.tztri s ON yfie�`V F#HAA/ C'" �t u rac, say; PEDESTRIAN AND VEHICULAR BRIDGE ATLANTIC BEACH COUNTRY CLUB JACKSONVILLE, FL BILL OF MATERIALS YORK TIMBER PROTECTIVE SERVICES Omm LQVK HS 20-44 (L/400 DEFLECTION) : iEBRUA0.Y 212014 104S"K1ffM(WLi 213175 007 YORK TIMBER PROTECTIVE SYSTEMS FOR HARDWARE YORK TIMBER PROTECTIVE SYSTEMS TYPE COLOR TYPE COLOR APPLICATION LOCATION DESCRIPTION SIZE APPLIED EXTERIOR DUAL -COATED HARDWARE GLOSS WHITE ALL OUTSIDE EXPOSED BOLTS & BRACKETS ACRYLIC ENAMEL TEXTURED POLYMER COATING WOODBRIAR PEDESTRIAN DECK UV RESISTANT PROTECTION N/A YES ACRYLIC -BASED COATING MEADOWBROOK PEDESTRIAN RAILINGS AND ACCENTS UV RESISTANT PROTECTION N/A YES OIL BASED COATING CEDAR PEDESTRIAN POSTS UV RESISTANT PROTECTION N/A YES ACRYLIC -BASED COATING NAVAJO WHITE PEDESTRIAN EXTERIOR GLULAM CLADDING AND ABUTMENTS UV RESISTANT PROTECTION N/A YES ACRYLIC -BASED COATING MEADOWBROOK VEHICULAR ACCENTS UV RESISTANT PROTECTION N/A YES OIL BASED COATING CEDAR VEHICULAR POST, RAILING AND CURB UV RESISTANT PROTECTION N/A YES ACYLIC BASED COATING NAVAJO WHITE ABUTMENTS UV RESISTANT PROTECTION N/A YES EPDXY/AGGREGATE I BLACK BEAUTY VEHICULAR WEARDECK EPDXY TYPE III - AGGREGATE 10/40 ELITE YES YORK _ BRIDGE C N EPTS 0 0 0 0 0 0 0 The Professional Bridge Company 0 an M "n�roaaw a rs.e riuwui� m —335M ..� ,: S-WSM6 ma rn rrot to n pw�MYbn from Yetic &kp, Cerie�pta In ]3558 r BUOBM.Ina 55t.tztri s ON yfie�`V F#HAA/ C'" �t u rac, say; PEDESTRIAN AND VEHICULAR BRIDGE ATLANTIC BEACH COUNTRY CLUB JACKSONVILLE, FL BILL OF MATERIALS YORK TIMBER PROTECTIVE SERVICES Omm LQVK HS 20-44 (L/400 DEFLECTION) : iEBRUA0.Y 212014 104S"K1ffM(WLi 213175 007 YORK TIMBER PROTECTIVE SYSTEMS FOR HARDWARE TYPE COLOR APPLICATION LOCATIONS DESCRIPTION APPLIED EXTERIOR DUAL -COATED HARDWARE GLOSS WHITE ALL OUTSIDE EXPOSED BOLTS & BRACKETS ACRYLIC ENAMEL YES INTERIOR DUAL -COATED HARDWARE GLOSS WHITE CURB & RAIL BOLTS AND PLATES ACRYLIC ENAMEL YES SUB -STRUCTURE DUAL -COATED HARDWARE GRAY ALL CLIPS, BRACKETS AND BOLTS COLD GALVANIZING SPRAY YES YORK _ BRIDGE C N EPTS 0 0 0 0 0 0 0 The Professional Bridge Company 0 an M "n�roaaw a rs.e riuwui� m —335M ..� ,: S-WSM6 ma rn rrot to n pw�MYbn from Yetic &kp, Cerie�pta In ]3558 r BUOBM.Ina 55t.tztri s ON yfie�`V F#HAA/ C'" �t u rac, say; PEDESTRIAN AND VEHICULAR BRIDGE ATLANTIC BEACH COUNTRY CLUB JACKSONVILLE, FL BILL OF MATERIALS YORK TIMBER PROTECTIVE SERVICES Omm LQVK HS 20-44 (L/400 DEFLECTION) : iEBRUA0.Y 212014 104S"K1ffM(WLi 213175 007 _ YOR_K_ BRIDGE CONCEPTS oo°00000 The Professional Bridge Company �an gopMy d Yak BAOpe 2ol�bnuielb oea ceQO.ukalia not b M repreluga a �neG wNAoul pamWbn hem Yak BrWge Cmeepd, Iuq 11 31568 f 8W.836.InI PEDESTRIAN AND VEHICULAR BRIDGE ATLANTIC BEACH COUNTRY CLUB JACKSONVILLE, FL PLAN - SITE LAYOUT �MAW HS 20-44 (L/400 DEFLECTION) Doom oaax ar: maw "'M s¢ri— FEBRUARY 2120 S. IUMBRELL 213175 100 SCALE: NOT TO SCALE YORK Sam BRIDGE CONCEPTS he 0 0 0 0 0 0 0 "'!c 5''b" PEDESTRIAN AND VEHICULAR BRIDGE PLAN - ENLARGED SITE LAYOUT Y =, _ -' u ``', ATLANTIC BEACH COUNTRY CLUB `' r �+ F x x x x;x JACKSONVILLE FL Cape UMM HS 20-44 (L/400 DEFLECTION) The Professional Bridge Company WM FEBRUARY 21 2014 S. KIMBRELL 213175 NAM loo A mThyy we�.e ro b� rMroa�, ew wa wu�bt00C .rRbn pwnirbn from Yen B+Idge Cw+eepb. `e°°.usare lue, n 335Mf W.8.16.1274 t20'-1" O.C. TYP. �� t53'-2" O.C. FREESPAN W, 1 1 01 n I p2 U Ho Q- - U o 1pU it -H �}-- — — (3 0 'T Q--- H to O o NOTE: 1 SEE DETAIL 601 FOR PILE SPLICE INFORMATION. YORK Sam Sam Sam Sam BRIDGE CONCE_PT_S 0 0 0 0 0 The Professional Bridge Company fiy nn rot b M - of Yak 9ROV8 bnvelb mu 1:BW22641M wf " wffl"m {fawY" erw" lu¢,8 33558 f: 800.836.1274 SPAN 1 -1 0 -H ;cj� n I H6 e O � a O O 2'Q Z PLAN - PILE LAYOUT "c L tv 4 �. ��F SCALE. 1/8w=1' -0w w;r2 58g-. 1 * * PEDESTRIAN AND VEHICULAR BRIDGE ' ATLANTIC BEACH COUNTRY CLUB JACKSONVILLE, FL 10" WINGWALL PILE O 14" BUTT PILE 0 0 0 0 0 ROW 1 —Q ROW 2 — — —� ROW 3 — — —� ROW 4 ROW 5 ROW 6 fl ROW O m c z w w M .x 4"0 SONOTUBE TYPICAL) DTUBE (TYPICAL) PLAN - PILE LAYOUT HS 20-44 (LJ400 DEFLECTION) oma: M""' "0' s,UT� FEMIARr 212014 s. xiweEu 21s1zs 101 501 _YORK_ _ BRIDGE CONCEPTS 00000000 The Professional Bridge Company 7Mw Obi OA of vak BrI6„ Conppla M316velb ma t8003M.11]8 7My m not to b� rNroOuc�E or wM NUwut � p."nwion from verk e�Mp. conapta ma.n 3ssse caoo.ew.in� t55'-0" FREESPAN t5'—t0Y2" 5'-8" 1 t5' -8-_1t6'-0" 5'-8" 5'-4" 1 t6'-0" 1 O.C. 5Y2" O.C. I O.C. I O.C. I O.C. I O.C. I O.C. ® ' ' 1 6.75"X37"X55' 1 GLULAM 607 1 PLAN - STRINGER LAYOUT i •,�LPHAty SCALE: 1' 8"=1' 0.. t , , _, PEDESTRIAN AND VEHICULAR BRIDGE -13 ATLANTIC BEACH COUNTRY CLUB JACKSONVILLE, FL 6.75"X34.5"X55' GLULAM THROUGHOUT 4"X12" (RS) BLOCKING 2"X8" BLOCKING — IN-BETWEEN 3"X8" STRINGERS _ 4"X12" SUPPORT BEAM (RS) - 3"X8" STRINGERS O � O PLAN - STRINGER LAYOUT DEN HS 20-44 (L/400 DEFECTION) WJVML ..�� FEBRUARY 212014 S. KIMBRELL 1 213175 102 V) V ' z' M J Ig p J I o O w -H i{ N ' 0 '0 _o I� 01 � o ww ' -H a. _YORK_ _ BRIDGE CONCEPTS 00000000 The Professional Bridge Company 7Mw Obi OA of vak BrI6„ Conppla M316velb ma t8003M.11]8 7My m not to b� rNroOuc�E or wM NUwut � p."nwion from verk e�Mp. conapta ma.n 3ssse caoo.ew.in� t55'-0" FREESPAN t5'—t0Y2" 5'-8" 1 t5' -8-_1t6'-0" 5'-8" 5'-4" 1 t6'-0" 1 O.C. 5Y2" O.C. I O.C. I O.C. I O.C. I O.C. I O.C. ® ' ' 1 6.75"X37"X55' 1 GLULAM 607 1 PLAN - STRINGER LAYOUT i •,�LPHAty SCALE: 1' 8"=1' 0.. t , , _, PEDESTRIAN AND VEHICULAR BRIDGE -13 ATLANTIC BEACH COUNTRY CLUB JACKSONVILLE, FL 6.75"X34.5"X55' GLULAM THROUGHOUT 4"X12" (RS) BLOCKING 2"X8" BLOCKING — IN-BETWEEN 3"X8" STRINGERS _ 4"X12" SUPPORT BEAM (RS) - 3"X8" STRINGERS O � O PLAN - STRINGER LAYOUT DEN HS 20-44 (L/400 DEFECTION) WJVML ..�� FEBRUARY 212014 S. KIMBRELL 1 213175 102 YORK The Professional Bridge Company Thr. Obllx e. aloonly of rax &Wq� Calppb. mu armo u.0 I: Boo.ua.�lta lhry are nal b MrpoEue�d a wr "NMuI .�ilhll p..rnt..lon hem rerx Bndq. ca".yb. 1e.n sssse csao.aln.ine 4"X 12" SUPPORT BEAM (RS) 2"X8" BLOCKING IN—BETWEEN 3"X8" STRINGERS 4"X12" (RS) BLOCKING 6.75"X34.5"X55' GLULAM THROUGHOUT n PLAN - ENLARGED STRINGER LAYOUT 1 SCALE: 1/4"=1'-0" PEDESTRIAN AND VEHICULAR BRIDGE ATLANTIC BEACH COUNTRY CLUB JACKSONVILLE, FL 'X10"POST i NAILER PLAN - ENLARGED STRINGER LAYOUT Kom IC10C HS 20-44 (1_/400 DEFLECTION) MAW- onvnl n rnu�cr xuee>c sn ix waz FEBRUARY 24 2014 5. KIMBRELL 213175 102 A t55'-0" OVERALL FREESPAN 0 01 -H w a YORK TheProfessionalBridge Company an�not m E. rMroae i�dpira .niwai�i� zoz4b�I: W,n6-3 .rm." P.mt.pen nom Yak stay. comae. Z. n 33ss8 f 890.836.1274 1 PLAN - DECKING AND POST LAYOUT SCAL: 1/8"=1'- E0" PEDESTRIAN AND VEHICULAR BRIDGE ATLANTIC BEACH COUNTRY CLUB JACKSONVILLE, FL O O O 3" DECKING (S4S) X4.5" SS SCREWS 2" DECKING (RS) (7" LAG BOLTS 1, 1 N) 10" POST <4.5" SS SCREWS " DECKING (S4S) O PLAN - DECKING AND POST LAYOUT DOM Lam HS 20-44 (L/400 DEFLECTION) MAEa m: —iM FEBRUARY 212014 S. IQMBRELL 213175 103 o � 3 � Oy ^c IW 00 _� C NQ 't _j -H-j�C C O 3 4 YORK TheProfessionalBridge Company an�not m E. rMroae i�dpira .niwai�i� zoz4b�I: W,n6-3 .rm." P.mt.pen nom Yak stay. comae. Z. n 33ss8 f 890.836.1274 1 PLAN - DECKING AND POST LAYOUT SCAL: 1/8"=1'- E0" PEDESTRIAN AND VEHICULAR BRIDGE ATLANTIC BEACH COUNTRY CLUB JACKSONVILLE, FL O O O 3" DECKING (S4S) X4.5" SS SCREWS 2" DECKING (RS) (7" LAG BOLTS 1, 1 N) 10" POST <4.5" SS SCREWS " DECKING (S4S) O PLAN - DECKING AND POST LAYOUT DOM Lam HS 20-44 (L/400 DEFLECTION) MAEa m: —iM FEBRUARY 212014 S. IQMBRELL 213175 103 0 T.. YORK BRIDGE CONCEPTS 00000000 The Professional Bridge Company llwrr vbM on prop.ep�a rork &fs0a f�ww�vh. im.en�0o o,� ceao.us.u'�a an mt b M rgoeu « w.d "ithout =.mWkn from Yak Brtdo. C=nu=A. i�,n snsse reoo.ew.mo �LPLAN - CURB LAYOUT • '��, E. r s `'? 1 SCALE: 1/8"=P-0rr PEDESTRIAN AND VEHICULAR BRIDGE - T ATLANTIC BEACH COUNTRY CLUB Y JACKSONVILLE, FL ® ■ CUT JOINT CURB (S4S) 18" Z BOLT LW, 1N) 0 • PLAN - CURB LAYOUT DOM Lam HS 20-44 (L/400 DEFLECTION) NOWum i FEBRUARY 212014 S. IQMBRELL 213175 104 I orn �I YORK BRIDGE CONCEPTS 00000000 The Professional Bridge Company llwrr vbM on prop.ep�a rork &fs0a f�ww�vh. im.en�0o o,� ceao.us.u'�a an mt b M rgoeu « w.d "ithout =.mWkn from Yak Brtdo. C=nu=A. i�,n snsse reoo.ew.mo �LPLAN - CURB LAYOUT • '��, E. r s `'? 1 SCALE: 1/8"=P-0rr PEDESTRIAN AND VEHICULAR BRIDGE - T ATLANTIC BEACH COUNTRY CLUB Y JACKSONVILLE, FL ® ■ CUT JOINT CURB (S4S) 18" Z BOLT LW, 1N) 0 • PLAN - CURB LAYOUT DOM Lam HS 20-44 (L/400 DEFLECTION) NOWum i FEBRUARY 212014 S. IQMBRELL 213175 104 PLAN - WEARDECK LAYOUT SCALE: 1/8"=1'-0„ .5" SS CREWS WEARDECK (S4S) " ` = PLAN - YORK PEDESTRIAN AND VEHICULAR BRIDGE WEARDECK LAYOUT e NCEPTS BRIDGE CO - �T ' �� 'J�` ATLANTIC BEACH COUNTRY CLUB =tI; �� HS 20-44 (L/400 DEFLECTION) 0 0 0 0 0 0 The Professional Bridge Company V JACKSONVILLE, FL r e s t FEBRUARY 212014 S. KIMBRELL 213175 105 m... popuq or Y«k etao. conapb. TMy an mt b M npreduwd or wW �Itl3out p2dy„�iyy,� BBp226.41 8 n+M1Em pvmb�ipl /rem YoA �Wpo ConCpb. M ," 33558 f:80 SM127< ® a YORK BRIDGE CONCEPTS 0 0 0 o e e o 0 The Professional Bridge Company ln�n �" on rMreduooe a u.�.a zm�e�u�o� ceao.as �i>s lAoy on not to M wi� rrttn p.m�Oion Rom von« a� oonoo�ta wn,n 33559 reoo.aw.ins PLAN - RAIL AND FINISHED LAYOUT '00 sa PEDESTRIAN AND VEHICULAR BRIDGE 'rj Ji 4i ATLANTIC BEACH COUNTRY CLUB (' `" ' JACKSONVILLE, FL V 8"X8" CUSTOM ROUND METAL CAP 10" CUSTOM ROUND L CAP 'C 'C 0 • PLAN - RAIL AND FINISHED LAYOUT DMM imam HS 20-44 (L/400 DEFLECTION) mom ate. �:MMOM FEBRUARY 212014 S. KIM8RELL 213175 106 TOP OF DECK EL. ® 11. 13' t20'-0" GUIDE RAIL EXTENSION LIGHT FIXTURE AND POST BY OTHERS t55'-0" OVERALL FREESPAN t 14'-834" O.C. TYP. f4'-11" t2' -5Y2" i O.C. TYP. O.C. TYP. A I� — ±10'-0" TYP. CLADDING 7 7 i \ 502 EL® 0'-0" \ 14" BUTT PILE --/ DRIVEN UNTIL REFUSAL t20'-1" O.C. RIP RAP BY OTHERS t53'-2" O.C. � � � � � M EXISTING GRADE t20'-0" GUIDE RAIL EXTENSION LIGHT FIXTURE AND POST BY OTHERS i 401 E402 ffTOP OF DECK EL. ®® 11.13 TOP OF PILE h EL. ® 7.80 10" BUTT PILE DRIVEN UNTIL REFUSAL t20'-1" O.C. NOTE. 10" AND 14" BUTT PILE TO BE DRIVEN 20'-0" INTO GROUND OR UNTIL REFUSAL. RIP RAP SHALL BE DONE BY OTHERS. ` ELEVATION - EXTERIOR OF PEDESTRIAN 1 . .0� 1 � <r,r SCALE: 1/8"=1'-0" `GE rJ,S, 1q' 4 1 PEDESTRIAN AND VEHICULAR BRIDGE ER _ * OF PON- EXTERIOR OF PEDESTRIAN _YORK Sim BRIDGE CON EPTS "- > -T.," ' - MMM tQvw . �- �:, ATLANTIC BEACH COUNTRY CLUB HS 20-44 (L/400 DEFLECTION) e o e o 0 0 The Professional Bridge Company .'� ,MOVIM,,�, YMn V{"k' `' � � JACKSONVILLE FL o Vh"" ore a Yark &kp� �g�y� �'°110�b 0ia �_��.� r ' � / FEBRUARY 24 2014 S. IQMBRELL 213175 2O1 rltdn pwm'"�jp�ip. (.q h fl 33558 r 800AM 127 1 503 14" BUTT PILE --/ DRIVEN UNTIL REFUSAL NOTE: 10" AND 14" BUTT PILE TO BE DRIVEN 20'-0" INTO GROUND OR UNTIL REFUSAL. RIP RAP SHALL BE DONE BY OTHFRS_ YOR K The Professional Bridge Company phro on prop.rq oe Yon &Mps COMnv� Ze]4 truce — 1Mro 141 ie en nee to Me ,.�,oa�.a x �..a .xnWe n prrdwton nom Yen wtdg. com..pb. we.n vsss rsao.aw.ln4 1 ELEVATION - EXTERIOR OF VEHICULAR SCALE: 1/8"=1'4" PEDESTRIAN AND VEHICULAR BRIDGE ATLANTIC BEACH COUNTRY CLUB JACKSONVILLE, FL TOP OF DECK EL. ® 11 .13' TOP OF PILE h EL. ® 7.80 ELEVATION - EXTERIOR OF VEHICULAR 0000 errors HS 20-44 (1./400 DEFLECTION) WOW FEORUARY 212014 5. KIMBRELL 213175 202 t20'-0" GUIDE RAIL EXTENSION NOTE: 10" AND 14" BUTT PILE TO BE DRIVEN 20'-0" INTO GROUND OR UNTIL REFUSAL. RIP RAP SHALL BE DONE BY OTHERS. YORK The Professional Bridge Company apwo broof Y or wee "Hnout 20024 ib 1:eoov 414 n p�ndwlen nom Yak wrap. ConeepL. wan s3sse r: 8QD.SM 1214 t55'-0" OVERALL FREESPAN t 14'-83/4" O.C. TYP. t4'-11" t2' -5Y2" O.C. TYP. O.C. TYP. 1 ELEVATION - INTERIOR OF PEDESTRIAN SCALE: 1/8"=1'-0" PEDESTRIAN AND VEHICULAR BRIDGE ATLANTIC BEACH COUNTRY CLUB JACKSONVILLE, FL t20'-0" GUIDE RAIL EXTENSION TOP OF DECD EL. ® 11 .13" TOP OF PILE k EL. ® 7.80 10" BUTT PILE DRIVEN UNTIL REFUSAL ELEVATION - INTERIOR OF PEDESTRIAN VEMM LUM HS 20-44 (U400 DEFLECTION) WOW I DWM BF I MDA= WM I SHW» FEBRUARY 21 2014 S. KIMBRELL 213175 203 14" BUTT PILE DRIVEN UNTIL REFUSAL t53'-2" O.C. NOTE: 10" AND 14" BUTT PILE TO BE DRIVEN 20'-0" INTO GROUND OR UNTIL REFUSAL. RIP RAP SHALL BE DONE BY OTHERS. +` r'` n ELEVATION -INTERIOR OF VEHICULAR �HA!�i . SCALE: 1/8"=1' 0" . t,• c' Ns YORK The Professional Bridge Company iMy m � b W Yak &kps Com• zau d""uo o -x. r. soo.usane ".xt.n �'°��Of�'�10Y� wa.n sssse reooa>bine p"mk�bn hom Yak Brltlk� Conarob. - PEDESTRIAN AND VEHICULAR BRIDGE ATLANTIC BEACH COUNTRY CLUB JACKSONVILLE, FL TOP OF DECKh EL. ® 11.13 TOP OF PILE A EL. ® 7.80 ELEVATION - INTERIOR OF VEHICULAR �UMM HS 20-44 (L/400 DEFLECTION) NOW �: FEBRUARY 212014 S.KIMBRELL 213175 204 8"X8" CUSTOM METAL ROUND POST CAP 2"X8" RAIL CAP 8"X8" POST, 4"X4" POST - 5/8"X14" HEX— BOLTS 3/,}"X20" HEX— BOLTS 4"X POST BLOCK— (SIZE VARIES) D7273 W/ Y4"X10"— HEX BOLTS 1X8 CLADDING ON OUTSIDE GLULAM 12"X12" PILE CAP Y4"X14" HEX— BOLTS 14"0 BUTT PILE NOTE: RETENTION VALUES ARE BASED ON CCA AND ACQ TREATMENT PERCENTAGES YORK The Professional Bridge Company rh. n�'"not m rproadc.Yd`�a wee .mwu( =min iu �: eoo.ue.�r+s rrM1bn p"miub" ft— York &Wp C—pb. nw,n 33s59 f BOD.&96 UU 2"X3" LOUVER (HORIZ.) 2"X4" LOUVER SUPPORTS (VERTICAL) 3"X8" DECKING — 3"X8" STRINGER r 2X8 BLOCKING do —SIMPSON / 5H—Z "X28"--' D9573 W/ —/ 3/4"X10" HEX BOLTS 4"X12" SUPPORT BEAM (RS) MSTA 18—Z EA. SIDE 1"X24" DOWEL t41'-4" OUTSIDE OF POSTS 10"X10" CUSTOM METAL POST CAP —2"X10" GUIDERAIL CONTINUOUS BLOCKING ,Y2"X9" LAG BOLT /-6"X10" GUIDERAIL x(4)3/4"X16" TIMBER BOLT (COUNTERSUNK) 2"X8" WEARDECK 10"X10" POST —3/4"X18" TIMBER BOLTSIdl' W/ #12X4.5SCREW —6"X10" CURB 3"X6"SCRATCH —1Y4"X21" CARRIAGE BOLT2" DECKING (RS) BLOCK —6"X10"X40" CURB BLOCK8"X7" LAG BOLT 2X6 NAILER '3/4"X8" LAG BOLTS 6.75"X34.5" GLULAM 4"X12" BLOCKING (RS) W/ (4) D9573 AND (4) 3/4"X6" HEX BOLTS "X14" HEX BOLTS SECTION - PILE SUPPORTED MATERIALS ti;Ftil 'ti SCALE: 1/4"=V-0" 17 ' ,;. PEDESTRIAN AND VEHICULAR BRIDGE ATLANTIC BEACH COUNTRY CLUB JACKSONVILLE, FL s 6.75"X37"X55' GLULAM ON OUTSIDE SECTION - PILE SUPPORTED MATERIALS DEMM Lam HS 20-44 (L/400 DEFLECTION) �: SIMFEBRUARY 212014 S. KIMBRELL 213175 301 A YORK The Professional Bridge Company nwa plm,9 an pop.q a Yak BrMpe conr+vd. 3oz4 c,�io u.a cwo.336.4n9 7My not m w rp,"q,eal a we "uncut puMnbn lrom Yak &Itlq� Conppy, W 33558 r 800.936.,314 f9' -7y2" O.C. t4'-11)/2" O.C. I f4' -11y2" O.C. I f4' -11y2" O.C. I f4' -11y2" O.C. I t9' -7y2" O.C. SECTION - PILE SUPPORTED DIMENSIONS 1 SCALE: 1/4"= 1'-0" PEDESTRIAN AND VEHICULAR BRIDGE ATLANTIC BEACH COUNTRY CLUB JACKSONVILLE, FL SECTION - PILE SUPPORTED DIMENSIONS come wxw HS 20-44 (L/400 DEFLECTION) MUSE ouau, er maucr x uisx Ow KIM FEBRUARY 212014 S. IQMBRRL 213175 301 B _ - A' ?, _ C! t4'-11)/2" O.C. I f4' -11y2" O.C. I f4' -11y2" O.C. I f4' -11y2" O.C. I t9' -7y2" O.C. SECTION - PILE SUPPORTED DIMENSIONS 1 SCALE: 1/4"= 1'-0" PEDESTRIAN AND VEHICULAR BRIDGE ATLANTIC BEACH COUNTRY CLUB JACKSONVILLE, FL SECTION - PILE SUPPORTED DIMENSIONS come wxw HS 20-44 (L/400 DEFLECTION) MUSE ouau, er maucr x uisx Ow KIM FEBRUARY 212014 S. IQMBRRL 213175 301 B __YORK BRIDGE CON EPTS 0 0 0 0 0 0 0 The Professional Bridge Company 7M/ np m a Yxk BMgs CpncepL. ]ou ewslb uvs 1,8M 6 IM nRhn pp *Mbn frpm York Br(ddpsr C -b. Mz," 315M f. W&M.1274 ,,,,,, ,f SECTION - PILE SUPPORTED REFERENCES SCALE: 14"=1'-0" ocltNs f.) "'K PEDESTRIAN AND VEHICULAR BRIDGE V "T ATLANTIC ATLANTIC BEACH COUNTRY CLUB JACKSONVILLE, FL f eft ��rnrr� SECTION - PILE SUPPORTED REFERENCES MMM WIN HS 20-44 (L/400 DEFLECTION) WA/Mc I DWO It"'0'sw FEBRUARY 2120 S. MMBRELL 1-213175 301 C L �LIVER SUPPORT 4"X4" POST =--- YORK R_K SEE sm� BRIDGE CONCEPTS Y0he0000000 Professional Bridge Company 7Mn Was an popw,y d rak 6(Op� cwK.vd• m�.ae�bv.a �: eao.usane ,rot to is rproeuue or and •,tlroul v.n,iewn can rak ,xwy. conapd, wc,n 33sss r eaoex.is7a v RAIL -ENLARGED EXTERIOR PEDESTRIAN ELEVATION PEDESTRIAN AND VEHICULAR BRIDGE ATLANTIC BEACH COUNTRY CLUB JACKSONVILLE, FL SCALE: 3/4"=1'-0" RAIL - ENLARGED EXTERIOR PEDESTRIAN ELEVATION WAM HS 20-44 (L/400 DEFLECTION) , oxwti er oxaecr aceta sNm Max FEBRUARY 212014 S. KIMBRELL 213175 401 }4" 3"X8" DECKING 2"X3" LOUVER 3/4"X20" HEX +I BOLT (2DW,1 LW,1 N) N O ii 134» 3"X8" DECKING 4"X20" HEX %"X 14" HEX BOLT (2DW,1LW,1N) BOLT (2DW,1 LW,1 N) a -H (3 6 5/8"X14" HEX BOLT (2DW,1LW,1N) 0 8"X8" POST S4S al -i U O 4"X4" POST S4S a 0 a 2" NOTCH "\ +I H BOTTOM OF POST BOTTOM OF POST _ N ii n BOLT PATTERN AT 4"X4" POST BOLT PATTERN 8"X8" POST 2 SCALE: 3"=l'-O" SCALE: 3.1=1.-O" YORK_ "�k; • `l �, E r` s ` ~ PEDESTRIAN AND VEHICULAR BRIDGE RAIL- r ERIOR PEDESTRIAN ELEVATION CONNECTION BRIDGE CONCEPTS _ . .... A �, /. a -. =ATLANTI C BEACH COUNTRY CLUB PER= 10�0111C HS 20-44 (L/400 DEFLECTION) The Professional Bridge Company ,ar/nc FEBRUARY 21 2014 um ar. S. KIMBRELL PFAW 213175 Sw mmm 401 A F ' ' JACKSONVILLE FL u - pwrb OrtUpo �onooVea. inor «. not to b. rroewa « uw wwwut zozaawo,u caaozz5.uie .rilbn grmnbn nom Port eraq. cone.pb. mn,n 53559 z, e, YORK The Professional Bridge Company Tw.s puns a. YmoMIY d Yqk B.fOp. Ca�dpt.• ltldhuMlbtrcc cawnu4na wm.n IMS f —MA27, z 612 't At r w i RAIL - ENLARGED EXTERIOR PED. ELEVATION AT END PEDESTRIAN AND VEHICULAR BRIDGE ATLANTIC BEACH COUNTRY CLUB JACKSONVILLE, FL SCALE: 1"=1'-0" I 402 A 8"X8" POST RAIL - ENLARGED EXTERIOR PED. ELEVATION AT END OEM= LOM HS 20-44 (L/400 DEFLECTION) rn>M n: �711-111 sn�^r��tz `SO2 YORK BRIDGE CONCEPTS 0000000 The Professional Bridge Company 7rurn w. prep.ln• a raw BMa �� M k—W e.a r: M 226 C78 on mt b M rNrotluntl a rw�E Nlbout � vaaw.ree trey raw enaq. corwpb.. W 33558 r eao.ew.in. ■ 8"X8" POST -\ t6y2" 2X3 LOUVER RAIL - ENLARGED EXTERIOR PEDESTRIAN ELEVATION AT END uir ri ,0 t V1:f- a; fry PEDESTRIAN AND VEHICULAR BRIDGE ATLANTIC BEACH COUNTRY CLUB JACKSONVILLE, FL SCALE: 3/4"=I' -O" RAIL - ENLARGED EXTERIOR PED. ELEVATION AT END MMM UMM HS 20-44 (L/400 DEFLECTION) WR/"e FEBRUARY 212014 17. rmMBRELL 1713775 1- A RAIL - ENLARGED EXTERIOR VEHICULAR ELEVATION ySCALE: 1/2"=1'-0" ti�.�G .'• �� xr. RAIL— YORK PEDESTRIAN AND VEHICULAR BRIDGE ENLARGED EXTERIOR VEHICULAR ELEVATION Oman Loom BRIDGE CONCEPTS = HS 20-44 (U400 DEFLECTION) ATLANTIC BEACH COUNTRY CLUB The Professional Bridge Company , ` , WOW WAM W. PRO= KIM SHM MUM m«• am. a_ PaV�1Y a rotl eneo. con<.a,. ` ' t JACKSONVILLE, FL b a w uw0 wNliout 3026 biumib uaec cero.u6..iia / j E.A+ !• FEBRUARY 21 2014 S. KIMBRELL 213175 403 pnmiwbn hwn rMk &idq� tencpiw b¢, A 33558 f ".8M 1274 BOLT X8" ACCENT )ARD �1 BOLT PATTERN IN-BETWEEN 10"X10" POSTS SCALE: 1 1/2"=1'-0" t5" ��. ±24" i O.C. MV Ho 6"X10" GUIDERAIL 10"X10" CUSTOM ROUND METAL POST CAP (4) 3/4"X16" TIMBER BOLTS (2DW,1 LW,1 N) 3/8" RADIUS fROUNDED CORNER 6"X10" GUIDERAIL BOLT PATTERN @ GUIRERAIL BtkiE v-0" ` Eris •,'� YORK sus-^ PEDESTRIAN AND VEHICULAR BRIDGE BRIDGE CONCEPTS = Z The Professional Bridge Company =, �;,.� , c >� , a�,� ATLANTIC BEACH COUNTRY CLUB r JACKSONVILLE FL W- 8"oe8o 880.Zi6 d1]8 q, 74 "^m^ CMS hOT YOIk Buldq� �"npy14 W. n 33558 r B M-, Ind ` ] 1 3"X6" SCRATCH BLOCK 1 y4"X21" CARRIAGE BOLT (1LW, 1N) DL 57 PLATE }Y2"X9" LAG BOLT (1FW, 1N) 2 BOLT PATTERN AT EXTERIOR PLATE SCALE: 1 1/2"=1'•0" 10"X10" POST 4"X20" HEX OLT (2DW,1LW,1N) JT POST BACK 2" 4BOLT PATTERN AT BOTTOM OF POST SCALE: 1 1/2"=1'-0" RAIL - EXTERIOR VEHICULAR ELEVATION CONNECTION Demo LW= HS 20-44 (L/400 DEFLECTION) w3v3wBy: FEBRUARY 217014 1 S. KIMBRELL 213175 403 A V YORK BRIDGE CONCEPTS 0 1 0 0 0 . 0 0 The Professional Bridge Company BEpkln as M Yak B3Wp� Caxaptk. zlne bnveib ma ceoo Z36.�I3k m aA b M r�roAlad or wW wXMul Mbn pamkwbn /rern Yak Brfdp� Conypy, luq (133338 f:8W 836.1]) RAIL - ENLARGED INTERIOR PEDESTRIAN ELEVATION PEDESTRIAN AND VEHICULAR BRIDGE ATLANTIC BEACH COUNTRY CLUB JACKSONVILLE, FL SCALE: 3/4"=1'-0" RAIL - ENLARGED INTERIOR PEDESTRIAN ELEVATION Dom Lam HS 20-44 (L/400 DEFLECTION) FEBRUARY 212014 5. KIMBRELL 213175 404 At� SUs,a k�lr ti �y3'• PEDESTRIAN AND VEHICULAR BRIDGE ATLANTIC BEACH COUNTRY CLUB JACKSONVILLE, FL SCALE: 3/4"=1'-0" RAIL - ENLARGED INTERIOR PEDESTRIAN ELEVATION Dom Lam HS 20-44 (L/400 DEFLECTION) FEBRUARY 212014 5. KIMBRELL 213175 404 2"X8" RAIL CAP 2X3 LOUVERS �4" �4" ® #10X3" SS ° SCREWS a 4"X4" POST -Hci 0 t32" 1 SCREW PATTERN TYPICAL SCALE: 3"=1'-0" YORK The Professional Bridge Company lAr" plan on pr"pxb m Yak 6" Cawpb. 30]11-1.— 1."J0.311178 .n A 3355E fEO0.EM13'11 ,rrM"n pw,Nrbn M1am Ymk &Mq� COEc"Vt•• 0 ® O #10X3" SS ° SCREWS PEDESTRIAN AND VEHICULAR BRIDGE ATLANTIC BEACH COUNTRY CLUB 3ACKSONVILLE, FL 8"X8" CUSTOM ROUND METAL POST CAP 8"X8" POST 2"X8" RAIL CAP 2X3 LOUVERS t6y2" TYP. 2 SCREW PATTERN AT END SCALE: 3"=1'-0" 3%8" RADIUS ROUNDED CORNER RAIL - INTERIOR PEDESTRIAN ELEVATION CONNECTION HS 20-44 (L1400 DEFLECTION) DOVUE >�AM FEBRUARY 21 2014 5. KIMBRELL 213175 404 A YORK BRIDGE COMIRVILMTS The Professional Bridge Company plain an pop.ty or vort artaw Coaapta. zaunaarim mu r: eao.zzn<ne an not to E.. nproeucaJ or uW wHrnut n pwmrmoton tram vork enaq. Canewpb, man 33559 ceao.ase.,274 RAIL - ENLARGED INTERIOR VEHICULAR ELEVATION PEDESTRIAN AND VEHICULAR BRIDGE ATLANTIC BEACH COUNTRY CLUB JACKSONVILLE, FL SCALE: 3/4"=I' -O" RAIL - ENLARGED INTERIOR VEHICULAR ELEVATION Oman LWAS HS 20-44 (L/400 DEFLEMON) WOW BY: FEBRUARY 212014 S. KIMBRELL 1 213175 1 405 IS 10"X10" POST 1y4"X21 " CARRIAGE BOLTS W/DL48 PLATE (6) 1"X18" TIMBER BOLTS t4 -y4" II II II � II II II II "?v II 6"X10" I CURB II II II II II II II II t9" t1'-0" t9" 5" O.C. O.C. O.C. 5- %1 BOLT PATTERN @ INTERIOR VEHICULAR CURB TYP. SCALE: 1 1/2"=1'-0" YORK The Professional Bridge Company TMw plp" an prpp��(y of Ypk BrtEp" I pW p�mclb ure �: BOO.n6Al ]8 lM, "It Iro1 ED Mn�rppyCYE x u�d W� nRIN1 p"nitlbn hpn York BrtdW C"npph. Fnz.O 31558 f 800.816.15] ,1�. •��GEtd,r�: 6"X10"X40" CURB BLOCK 1n"YIn" vnvT PEDESTRIAN AND VEHICULAR BRIDGE r: , ,ATLANTIC BEACH COUNTRY CLUB ir, r L F ti ,,' JACKSONVILLE, FL t9" t1'-0" 5" O.C. O.C. 5" 18 PLATE 6"X10" CURB X10"X31" IRB BLOCK 2 BOLT PATTERN Q INTERIOR VEHICULAR CURB END SCALE: 1 1/2"=1'-0" RAIL - BOLT PATTERN @ INTERIOR VEHICULAR CURB DEMW UMW HS 20-44 (1./400 DEFLECTION) WOW FEBRUARY 212014 S. KIMBRELL 213175 1405 A SECURE WITH 1.5" 6PIN LOB ,-8"X8" CUSTOM METAL - IN SS SECURITY ROUND POST CAP SCREW 2"X6" RAIL CAP 2"X3" LOUVER i[' -H 0 2"X4" o LOUVER SUPPORTS -H +I o 8"X8" POST io q i H O i M 4"X4" POST M +I o ip (3 LH O V"X14" HEX O BOLTS 0 r V 3/4"X20" HEX +I o _- BOLTS = N 00 +1 I _ N -H (3)D9573 W/ 4"X POST BLOCK ±7)/2" %4"X6" HEX (SIZE VARIES) .}I BOLTS 1 X8 CLADDING _ 144 ON OUTSIDE cg _- 3/4"X10" HEX GLULAM BOLTS ;/ II D7273 W/ - 4"X10" I I f� II HEX BOLTS II II 12"X12" PILE CAP -Y4"X14" HEX n RAIL - MATERIALS BOLTS 2 RAIL - DIMENSIONS SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" 5Rf.,_4 , - PEDESTRIAN AND VEHICULAR BRIDGE YORK 0 0 ._ BRIDGE CONCEPTS = I c' o o F, ATLANTIC BEACH COUNTRY CLUB The Professional Bridge Company `s `:, E, ` JACKSONVILLE, FL Th., " b oA .ew ui0 wN zou t�eiwm� ceao.usae 11 wWb pamkvbn ham Yak BIWp Conapte. Yrz.il Jf558 f WAM1274 x z W a. CD I cD Od -H r m x 00 r H 1 612 604 3 RAIL - REFERENCES SCALE: 3/4"=1'-0" RAIL - ENLARGED PEDESTRIAN SECTIONS MMM UAM HS 20-44 (1-/400 DEFLECTION) Now DMN of.. PRUM NAM sw *AM FEBRUARY 212014 S. KIMBRELL 213175 406 2"X10" CONTINUOUS GUIDERAIL BLOCKING 6"X10" GUIDERAIL 10"X10" CUSTOM METAL Y "X9" LAG BOLT POST CAP COUNTERSUNK 3/4"X17" TIMBER BOLTS COUNTERSUNK 10"X10" POST 6"X10" 3"X6" CURB SCRATCH BLOCK DL48 DL57 6"X10" 1 Y4"X21" CURB BLOCK CARRIAGE BOLT 2X6 NAILER =,ill h '-- 3/4"X28" - — HEX BOLT n RAIL — MATERIALSRAIL — DIMENSIONS 2 1 SCALE: 3/4"=1'-0" r ,',k`r (% SCALE: 3/4"=1'-O" 1C,f=t,r >y b YORK N >'� 4 PEDESTRIAN AND VEHICULAR BRIDGE BRIDGE CONCEPTS " r ATLANTIC BEACH COUNTRY CLUB The Professional Bridge Company JACKSONVILLE, FL 1M.s plum an popxly .( tont Snap. Conc.pb. zma duoab mr< ceoo n6A1]8 S "a m a .goac.a or •..a •Haut • " v.�mhrm tr.m van Gnaw co"a.r.. na. n zzsse r WO . 1274 2 612 W 605 3 RAIL — REFERENCES SCALE: 3/4"=1'-0" RAIL— ENLARGED VEHICULAR SECTIONS Dcom uQCM HS 20-44 (U400 DEFLECTION) MUME o� FEBRUARY 212014 - S. IQMBRELL 213175 407 t3'-4" t5" t9" t1'-0" t9" t5" OI OI I O O O OO 0 �,Z RAIL -ENLARGED CURB PLAN REFERENCES. -H i 3�4"X 18" TIMBER BOLT H 4"X18" TIMBER BOLT 10"X10" 6"X10"X40"6"X10"X40" POST CURB BLOCK 10"X1T CURB CURB BLOCK (ANGLED ® 30') POST SPLICE (ANGLED ® 30') �LRAIL - ENLARGED CURB TYPICAL RAIL - ENLARGED CURB @ CURB JOINT L SCALE: i"=i' Q'; I " , ' SCALE: 1"=1'-0" L 14,S YORK <, PEDESTRIAN AND VEHICULAR BRIDGE moo - = 5GE CONCEPTS The Professional Bridge Company ATLANTIC BEACH COUNTRY CLUB JACKSONVILLE, FL n"� " O10 E. np"a"suava a "tt" m -fl ou.c� cem zzQaia _ i ,- Thy v. not to ' .rtcten p.,mwe„ rmm vo,k Bri.p. � dur.cruse r eoo.eu.in4 z r t2'-7" t5" i t9" i t1'-0" 1 t5" O o IO 112"O O 0 0 to 3/4"X18" @ TIMBER BOLT 10"X10"6"X10"X31" POST CURB BLOCK (ANGLED ® 3(r) 4 RAIL - ENLARGED CURB @ END SCALE: 1"=1'-0" RAIL - ENLARGED VEHICULAR CURB Oman LOWN; HS 20-44 (L/400 DEFLECTION) NONE oww : orcr ...tic sm M�KFR FEBRUARY 212014 S. KIMBRELLe�r.213175 1 408 2 409 PLAN - ENLARGED VEHICULAR RAIL LAYOUT 1 SCALE: 1/2"=1'-0" O 0 O O O WEARDECK CURB _ _Y_O_ BRI_DG_E_CO_N_E_PT_S- O O 6"X10" GUIDRAIL "� ATLANTIC BEACH COUNTRY CLUB -r JACKSONVILLE FL { � s + , ,. l HS 20-44 (L/400 DEFLECTION) CONTINUOUS 200 BLOCKING 0 0 0 0 0 0 0 0 0 0 npr"AuaO or : thouf .rntw, p.rmwien nom Ypk array. Cw«»pb. k ft c 58 o.0 ,: aooAM 12re dwr.n ssssa r eoo.aw.ivo �---- 10"X10"POST I' `I' `I' 'I` 'I' 'I` PEDESTRIAN DECKING n RAIL - ENLARGED VEHICULAR RAIL SCALE: 1 1/2"=1'-0RAIL" R K PEDESTRIAN AND VEHICULAR BRIDGE = * * ENLARGED VEHICULAR RAIL _ _Y_O_ BRI_DG_E_CO_N_E_PT_S- = = MUM 0M "� ATLANTIC BEACH COUNTRY CLUB -r JACKSONVILLE FL { � s + , ,. l HS 20-44 (L/400 DEFLECTION) The Professional Bridge Company FEBRUARY 212014 ISO"KIMBRELL 213175 «urs 409 npr"AuaO or : thouf .rntw, p.rmwien nom Ypk array. Cw«»pb. k ft c 58 o.0 ,: aooAM 12re dwr.n ssssa r eoo.aw.ivo 10" WINGWALL PILE I 1"X16" HEX BOLT 2DW, 1LW, 1N 24"0 SONOTUBE 16"0 SONOTUBE 12"X12" PILE CAP 6.75"X34.5" GLULAMS 4"X12" HEADWALL MIRAFI FILTER FABRIC t4'-5 t4'-11" I e O o -H O� 4"X12"X10' WINGWALL r j • �� YORK J a 01 I N It -H �\ i1 -H \+� %-9 ii ABUTMENT - PLAN ,MTRIALS 2 ABUTMENT - PLAN DIMENSIONS SCALE: 1/8"=1'-01. PEDESTRIAN AND VEHICULAR BRIDGE TS-� The Professional Bridge Company ATLANTIC BEACH COUNTRY CLUB JACKSONVILLE, FL m p�walf of Yak erww Vd '-.fl X58— ceoo.aeu�a .neta�vamdagn kan'�Ye�rk�&I y� c�a,uo"�t+ ra.nme vsreoo.ex.i:ie n I N N 4♦ rn I 00 -H o �r I. 501A — 4X AND 2X WING WALL CAP -%"X7" LAG BOLT #12X4.5 SS 3 ABUTMENT - PLAN WITH FINISHED DECKING SCALE: 1/8"=V-0" ABUTMENT - PLAN DERM LOM HS 20-44 (L/400 DEFLECTION) 0,1 1-11 rxam 0"M' '"w "W,i FEBRUARY 212014 S. KIMBRELL 213175 501 I4"X12" WINGWALL "X16" HEX BOLT :OUNTERSUNK 2DW, 1 LW, 1 N rZ ABUTMENT -COUNTERSUNK HEX BOLT 1 SCALE: 1 1/2'=1'-0'• %"X7" LAG BOLT 4"X12" HEADWALL MIRAFI FILTER FABRIC 2"X12"WING WALL CAP #12X4.5 SS_� SCREWS / 0 . 0 j ABUTMENT - WINGWALL PLAN `4t1Yi Sty'//. SCALE: 1"=1'-0" �:. �. •. ABUTMENT - YO R K !, - `„ -� PEDESTRIAN AND VEHICULAR BRIDGE ENLARGED WINGWALL * BRIDGE CONCEPTS _ _ . {: Y ATLANTIC BEACH COUNTRY CLUB �� HS 20 44 (L/400 DEFLECTION) o = o o ,,„ The Professional Bridge Company r JACKSONVILLE, FL \ \ \ FEBRUARY 212014 S. S rdMBRELL 213175 501 A zw�t�w,uo..�. .mt«� hem enYr aaq. ce"c.pb, k.a3ssa n eoo.ew.iz�a f ` , ; t : Y Y Y COUNTERS YORK The Professional Bridge Company pwa � pevyeltY of York ena9• Ca¢epb, zoz+en�ln� �: eoo.zte�ns am net to W rgoAuc.A w ww +]Neat n pMniOlen hqn YeA &(tlge Cple�py, be.fl 33558 (800.85612]/ BEHIND CLADDING ABUTMENT - WINGWALL ELEVATION <- SCALE: 3/4"=1' 0' `{ Y GL7J,�,, PEDESTRIAN AND VEHICULAR BRIDGE f " `'f ATLANTIC BEACH COUNTRY CLUB r JACKSONVILLE, FL X8 EXTERIOR CLADDING N WINGWALL 12"X12" PILE CAP RIP RAP BY OTHERS ABUTMENT- WINGWALL ELEVATION tMOD WOW HS 20-44 (L/400 DEFLECTION) wvW1 mvxurcrxulenes¢r CxFEBRUARY 24 2011 IS"" . KIMBRELL 213175 JO2 JV VR LY YORK The Professional Bridge Company �� art l�a � YOfk � �� 3031hwelb trre t: BeD.]28.II18 T rol b l�/fetl11C1E M Imo wiNW( permiabn tram York BriOy� Condpb. 1233 33558 f: BU0.838.3311 EBAR PIN UBE W/ psi D GRAVEL ---c 8"X8" POST OR 4"X4" POST #4 y2"X12" F " TUBE W/ )0 psi CONCRETE C( #4 y2"X12" REBAI 24" OR 16" TUBE W/ TYPE II 3000 psi CONCRETE 1 ABUTMENT—SONOTUBE SCALE: 3/4rr=1r-0" : PEDESTRIAN AND VEHICULAR BRIDGE ! rf. 'ATLANTIC BEACH COUNTRY CLUB r JACKSONVILLE, FL r�iAi 11314 �\i\ COMPACTED GRAS ABUTMENT— SONOTUBE DENO Lakw HS 20-44 (L/400 DEFLECTION) W 11"0-502 FEBRUARY 212014 S. IQMBRELL213175 A (2) 40D NAJ0 0 EA. 2X8 STRINGER 1^x16^ HEX BOLTS 20N.1LW, 1N ' |''» U 0" HEX BOLT (2DW,1LW,1N) D9572 BRACKET %"X8" LAG BOLTS (2) 40D NAILS 0 EA. 2X8 STRINGER 1"X16" HEX BOLTS 4"X12" WINGWALL CAP 2"X12" WINGWALL CAP Nil i YORK The Professional Bridge Company 4"X12" HEADWALL 4"X12" HEADWALL ABUTMENT - HEADWALL ELEVAITON SCALE. 114-=V-V JACKSONVILLE, FL JA ±1D'-4^ *^x12^ *[AovwLL WL - HEADWALL ELEVATION LPEDESTRIAN AND VEHICULAR BRIDGE HEADVVALLELEVAJ3ON ��tam ATLANTIC BEACH COUNTRY CLUB HIS zo-4*(L/*00DEFLECTION) 3 20" HEX BOLTS YORK The Professional Bridge Company 4"X12" HEADWALL 4"X12" HEADWALL ABUTMENT - HEADWALL ELEVAITON SCALE. 114-=V-V JACKSONVILLE, FL JA ±1D'-4^ *^x12^ *[AovwLL WL - HEADWALL ELEVATION LPEDESTRIAN AND VEHICULAR BRIDGE HEADVVALLELEVAJ3ON ��tam ATLANTIC BEACH COUNTRY CLUB HIS zo-4*(L/*00DEFLECTION) mk SPLICE CHART A 10"0 14"0 B 6" 8` ��titr rt�iy DETAIL - YO R K = - r; 1 PEDESTRIAN AND VEHICULAR BRIDGE PILE SPLICE * _ * _ ": �� BRIDGE CONPTS CE_ „ , `ATLANTIC BEACH COUNTRY CLUB HS 20-44 (L/400 DEFLECTION) o°o 0 The Professional Bridge Company gr.1, JACKSONVILLE, FL / i ' 1 f t i . 212014 5. KIMBRELL F"M 5 6� 1 _ anppb 7My OIC llot W npIa011nE oI wCXhWf Wil hwelb uce t. X0.]3611 ]8 .rRbn pwmiwbn emm Yerk s,m¢n nsse..FEBRUARY YORK The op Professional Bridge Company TAy 0] I101 :O M or �Wlpy( r bnmce r. 800 wA14" pMMWM imm Ypk Brldq� CMo,plt. kmt3359 f8,.M.12N 12"X12" PILE CAP 1 DETAIL - PILE CAP TO PILE CONNECTION SCALE: NOT TO SCALE PEDESTRIAN AND VEHICULAR BRIDGE ATLANTIC BEACH COUNTRY CLUB JACKSONVILLE, FL RAIL - PILE CAP TO PILE CONNECTION Dome Loom HS 20-44 (1./400 DEFLECTION) -OW M. SN. ".FEBRUARY 212014 S. KIZtELL 213175 602 3t3s 1llr23 r,. .� l.Rtlknr r, 1 DETAIL - PILE CAP TO PILE CONNECTION SCALE: NOT TO SCALE PEDESTRIAN AND VEHICULAR BRIDGE ATLANTIC BEACH COUNTRY CLUB JACKSONVILLE, FL RAIL - PILE CAP TO PILE CONNECTION Dome Loom HS 20-44 (1./400 DEFLECTION) -OW M. SN. ".FEBRUARY 212014 S. KIZtELL 213175 602 YORK _ BRIDGE CONCEPTS o°000000 The Professional Bridge Company �o.nri � m p�"pMy of ron� eriap� concpes. zags e,�.dw ma cem.zuana .NNen ^' a uwd wMaut 4.ton �� ron, snag. ,m, n sssse (BW BJ6.11]4 4"X12" SUF DETAIL - OVERALL FRAMING SCALE: NONE PEDESTRIAN AND VEHICULAR BRIDGE ATLANTIC BEACH COUNTRY CLUB JACKSONVILLE, FL 6.75"X34.5" GLULAMS DETAILS - OVERALL FRAMING GFS/® Lam HS 20-44 (L/400 DEFLECTION) NOW a FEBRUARY 212014 ISK"IM'BRELL 213175 603 YORK The Professional Bridge Company 111M8 pIW ws N Talc BlldpO CpiwpL. 3011-335Mmx 1:800.)1611]8 TN/ M 1101 lD b� nrloau�W M 1oE "1:11o1d n=bn perlMwbn from Yo111 Br(dg0 ColeOph. 00z� 7)558 f800816.rn1 3"X8" DECKING - i \ \ I H `8"X14" HEX 2X8 BLOCKING — — — — — — BOLTS — — -- — 4"X12" SUPPORT H BEAM Y N -- -- -- — w =-- 74 o = w � O o +I I a. �o -H — — — IO +1 --- 4♦ w N — — 44 _J d o (3)D9573 W/ 0 %4"X6" HEX P = BOLTS `j 3/4"X10" HEX = BOLTS O -H i1 RAIL — GLULAM CONNECTION AT PEDESTRIAN 1 SCALE: 1 1/2"=1'-0'1 PEDESTRIAN AND VEHICULAR BRIDGE ATLANTIC BEACH COUNTRY CLUB y ` JACKSONVILLE, FL 'a111 111 "X20" HEX BOLTS RAIL— GLULAM CONNECTION AT PEDESTRIAN cemm uxw HS 20-44 (L/400 DEFLECTION) naO=eowwt ar: reo�[cr � SM «uene FEBRUARY 212014 S. KIMBRELL 213175 604 YORK _ BRIDGE CONCEPTS 0 0 0 0 0 0 0 0 The Professional Bridge Company my a."al m a raw enaY• �•M•W zm.m no m� ero.u6.n a wMlm rra"� reiw�gAey. Cenppb. i�n.n J]s58 f: 800.836.13]4 4"X12" DECKING o� t M t -H F O ip U H6 +I w Ca} e M M -H ii (2)D9573 W/ tz -Y4-X6" HEX BOLTS w 4"X10" HEX j BOLTS I I II II II -- _ (3)D9573 W/ %"X6" HEX BOLTS — — — — 4"X10" HEX �? BOLTS 0 ---- t II 1 RAIL - GLULAM CONNECTION AT VEHICULAR SCALE: 1 1/2"=1'-0" PEDESTRIAN AND VEHICULAR BRIDGE T� ATLANTIC BEACH COUNTRY CLUB ,, j�' • . - JACKSONVILLE, FL 2X6 NAILER 3/4"X28" HEX BOLT RAIL- GLULAM CONNECTION AT VEHICULAR LOM HS 20-44 (L/400 DEFLECTION) WME ten: s FEBRUARY 21 2014 S. KIMMELL 213175 605 YORK BRIDGE CONCEPTS 0 0 0 0 The Professional Bridge Company � Dkln °^ poDvb � York &fdp� Cmtpb• 3U3�dumlb u.ce ceao.zm.ene on net b MM rMroA�cW or uwd "Maul n prmirbn rroa rer� 9ruq. Cenwpb. wa.n zssse ceao.ese.lne +R1'ArV 74 AIY rIGA DVLI V17 LI`IVJ AND %"X8" LAG BOLT. SEE PLAN 102 n DETAIL - GLULAM CONNECTION AT PILE CAP _ 1 SCALE: NOT TO SCALE PEDESTRIAN AND VEHICULAR BRIDGE ATLANTIC BEACH COUNTRY CLUB JACKSONVILLE, FL ,5' TOP OF PILE CAP DETAIL- GLULAM CONNECTION AT PILE CAP Doom Loom HS 20-44 (L/400 DEFLECTION) wvw- -I� - FEBRUARY 212014 1SDMK"IMffB('RELL 213175 606 GLULAM YO_ R K BRIDGE CONCEPTS 0 0 0 0 0 0 The Professional Bridge Company nw ppm an pop.h a Yon B iap. Concpm. m —335%— emn6,1�>a Mr a. � m a npioac.e or u..e .snout +xt.n p«mwwi nom von etap. Cone.ga. mo,n sssa f 8008M 13 )1 DETAIL - TYPICAL BLOCKING SCALE: NOT TO SCALE PEDESTRIAN AND VEHICULAR BRIDGE ATLANTIC BEACH COUNTRY CLUB JACKSONVILLE, FL 4M STRINGER 3/4"X6" HEX F"X10" HEX DETAILS - TYPICAL BLOCKING Dean LOOK HS 20-44 (L/400 DEFLECTION) IMM w IMMMM FEBRUARY 212014 S. KIMBRELL 213175 607 _YORK _ BRIDGE CONCEPTS 0 0 0 00 0 The Professional Bridge Company Bpwn m a Yerk BrfOp� Canpph. 3021 hwelb mce ,..226dM 7Ary an Prot b M iryroduad wee .tu:out .rtlbn p.nriNen /rom Yak grtay. Cenwpla, ma,n 3359ceoo.sie.:ne DETAIL - OVERLAP OF STRINGERS AT PEDESTRIAN SCALE: NOT TO SCALE PEDESTRIAN AND VEHICULAR BRIDGE F ATLANTIC BEACH COUNTRY CLUB 4 JACKSONVILLE, FL STRINGERS EDESTRIAN DETAILS - OVERLAP OF STRINGERS AT PEDESTRIAN Oman wMW HS 20-44 (L/400 DEFLECTION) WOW -- fEBRUMY 212014 IS—UMIMIELL 213175 1 608 YORK The Professional Bridge Company 7�M s� IWt fo �R�WI 3031 IOCO 313558558 f BOOBMbnmu t80 gM 1174 MAI��n pMnWbn /rpt ypk Brgy� CpMwpy, .1371 (3) �4"X6" HEX BOLT 4"X12" (RS) SUPPORT BEAM D9573 BEHIND SUPPORT BEAM D9573 (3) 3/4"X10" HEX BOLT DETAIL - SUPPORT BEAM TO GLULAM 1 SCALE: NOT TO SCALE PEDESTRIAN AND VEHICULAR BRIDGE ATLANTIC BEACH COUNTRY CLUB JACKSONVILLE, FL 6.75"X37"X55' GLULAM DETAILS - SUPPORT BEAM TO GLULAM HS 20-44 (U400 DEFLECTION) FEBRUARY 212014 S. UMBRELL 1213175 609 O O O O O O 4"X12" BOLT HEAD TO BE 0 @o @ @ DECK OF THEBELOW SURFACE--\ tl STRUCTURAL SEALANT SILICONE DECK f 7" O.C. 3/B"X7" LAG, 1FW 1771 (COUNTERSUNK) O O O � O O O O O O O %"0x7" LAG, 1FW STAGGERED t±2y2 BOLT PATTERN 2 DETAIL - LAG BOLT SCALE: NOT TO SCALE 2 610 DETAIL - DECK" 1 J ` 5...... r r " . SCALE: 1"=1'-O" DETAILS- _YO R K s?s l * _ PEDESTRIAN AND VEHICULAR BRIDGE DECK MOUNTING S� Soo DEMO Lmm BRIDGE CONCEPTS = ATLANTIC BEACH COUNTRY CLUB HS 20-44 (L/400 DEFLECTION) The Professional Bridge Company �" `'. �� 'w � ,,� M7 "IM _ ;v. JACKSONVILLE FL 610 itww knot ro i brgrod eta ira . tnoul 2ox4t b— c eao.2nia ' .. r . , , / FEBRUARY 212014 S. KIMBRELL 213175 prmirbn Item Ypk BrNpCanepb. k2." 3]358 f: 800.8]6.1211 ° ° ° ° t2'-0" ° VERIFY ° J 0 vm 0 0 0 o ° o o � o ° o o ° o 0 © o ° 2"x8" WEARDECK 1. STRINGER DECK SHOULD BE LAID OUT FROM THE MIDDLE OF THE BRIDGE TOWARDS THE SIDES OF THE BRIDGE. 0 2. DECK MUST BE CLEANED OF DIRT, SAND, DEBRIS, AND MOISTURE. C.-) 3. THE GAP BETWEEN WEARDECK AND THE CURB SHOULD BE NO MORE THAN 2". 0 4. SCREW PATTERN VARIES. 5. NOTE THE GLUE PATTERN AT THE ENDS OF THE BRIDGE IS DIFFERENT FROM THE JOINTS INSIDE THE BRIDGE. 0n DETAIL - WEARDECK MOUNTING 6. MAKE SURE THE GLUE IS NOT SET BEFORE SCRWN 0@ DOWN WEARDECK BOARD. 00,TF I 0- ° ' ria" 4 PEDESTRIAN AND VEHICULAR BRIDGE YORK O 0 t1y2" ATLANTIC BEACH COUNTRY CLUB BRIDGE CONCEPTS The Professional Bridge Company� ` , : , `; JACKSONVILLE, FL iMea pbl/ an d York � Cennp2l. 181ey er'e 1108 YMC eMbn pwmieierl /rem York 9rfEge Calnpb. 005.11! 20b bnuelb nue r: 800.72641]8 8 11 32558 f 800.836.12]4 r t r v > > o \`: 0 C@) C.-) ° 0 0 0 0n ° 0@ 0- ° ° ° O 0 t1y2" #12X4.5" S.S. 0 0@ SCREWS 0 0 o 0n. n� 0. 0 o o 0. 0 0 0 o M 0 PL 400 VOC ADHESIVE, AT EVERY SEAM A HALF DOLLAR SIZE DOLLOP (f2"0) WILL SPREAD WHEN COMPRESSED 611A 2"xB" WEARDECK "-GLUE ALL WEAR #12X4.5" S.S. SCREWS DECK TO (COUNTERSUNK) 4"X12" DECKING ADD GLUE BETWEEN STRINGER AND DECKING 1%7" LAG, 1 FW DETAILS- WEARDECK MOUNTING Oman wvw HS 20-44 (LJ400 DEFLECTION) �: vwass wear s>+� xw`ax. i FEBRUARY 21 2014 S. IQMBRELL 213175 611 SCREW HEAD TO BE ±)/2” BELOW THE SURFACE nr Tur nrrly 1 DETAIL - WEARDECK COUNTERSUNK SCALE: N.T.S. YORK DETAILS- PEDESTRIAN AND VEHICULAR BRIDGE WEARDECK COUNTERSUNK _ 03M LOOM BRIDGE CONCEPTS ATLANTIC BEACH COUNTRY CLUB 0 HS 20 44 (U400 DEFLECTION) The Professional Bridge Companyr „: JACKSONVILLE FL FEBRUARY 21 2014 MBRELL 213175 r 1711 A y.mirbn rrom rak ends. cam. 1.gfl 33558 W O F e N n O -i e 00 SECURE 1.5" 6 -PIN I IN SS SECU Sc f%v» t8" OUTSIDE �L DETAIL - CUSTOM METAL POST CAP @ 8"X8" PED. POSTS SCALE: N.T.S. YORK The Professional Bridge Company ll,sw �� ara GroVMY of Yoek 91IdP CacaVb. 2oN brvalb o.ce cB00.u6 X1]8 an not b M MproMll.W a uu0 walnut from York �90 Conppb. �.n 33558 f: 8U0.836.12]< ISOMETRIC N.T.S. I ±10" OUTSIDE r - TOP VIEW N.T.S. SIDE VIEW N.T.S. 2 DETAIL - CUSTOM METAL POST CAP @ 10"X10" VEHICULAR POSTS SCALE: N.T.S. PEDESTRIAN AND VEHICULAR BRIDGE ATLANTIC BEACH COUNTRY CLUB JACKSONVILLE, FL URE WITH 6 -PIN LOBE ;S SECURITY EW DETAILS - CUSTOM POST CAPS m3m UP= HS 20-44 (L/400 DEFLECTION) wavwl MM FEBRUARY 212024 jS0ft"K1MffWfEU- 213175 612 (14) .148X 1 y2" CISION PLACEMENT NAILS 0 00 d 0 in I 0 0 0 0 0 0 n DETAIL - MSTA18-Z SCALE: N.T.S. YORK The Professional Bridge Company � ai"R ro b. y or cork snow �aKM+. zoz.e�wm� ceao.zw.aiia z p. r.w r r�o Sao. ca c".o i=an szsse ceao.exin, (8) .148X 1 Y "PRECISION PLACEMENT NAILS 0 0 0 n DETAIL - SIMPSON H -5Z CLIP SCALE: N.T.S. 7O O O O Nk, 58 PEDESTRIAN AND VEHICULAR BRIDGE ATLANTIC BEACH COUNTRY CLUB JACKSONVILLE, FL t8" H1 ❑ l JO = PLAN =_ SECTION 1 DETAIL - DL 48 INSIDE CURB SCALE: N.T.S. DETAILS - t7" HARDWARE I LQVM HS 20-44 (1./400 DEFLECTION) �* J* -- FEBRUARY 21 2014 170IMM"'IELL 1213175 1 613 ;U, -{- SECURE WITH o #10X2.5" SS SCREW PLAN TSECTION DETAIL - DL 57 OUTSIDE POST 4 SCALE: N.T.S. DETAILS - HARDWARE I LQVM HS 20-44 (1./400 DEFLECTION) -- FEBRUARY 21 2014 170IMM"'IELL 1213175 1 613 YORK 0 I n DETAIL - D,7273,,, BRIDGE CONCEPTS 0 0 0 0 0 0 0 0 The Professional Bridge Company iIon popnq of Ymk BrWp[ Conapb. 21YU M"elb— c80o.1i5.e,11 not to M rproduwC a u[W wNMul I p»Mrion from York Bridq� Ca,dpb. M�2fl 13558 f: MOM, 1274 t 6" 3) 1 �1' 6" HOLES PEDESTRIAN AND VEHICULAR BRIDGE A'T , ATLANTIC BEACH COUNTRY CLUB rnf; `L E JACKSONVILLE, FL 'rl 1llltii`• t 14" H 0 t3" ) 3/4" HOLES 2 DETAIL - D-9572 SCALE: N.T.S. 6 +I t4" T f 13/4" (2 H O t4" o 3 DETAIL - D-9573 SCALE: N.T.S. ) 1-6" HOLES DETAILS - HARDWARE BRACKETS �� HS 20-44 (L/400 DEFLECTION) NOW W FEBRUARY 212014 JSMMKIMB�RELL 213175 I %wKw614 YORK BRIDGE CONCEPTS Th00000000 e Professional Bridge Company Tlnn pbm an proprty of York Bhdq• Cp,ppq. 3o4wwelwtree r. H0o226 n -re llNr m not to MMnryroLwn a wE wHlwul wNLn pNmiebn 11em Ymk 9,y,q� Cpippj�, luh.fi 33558 f. B0p.8M.1114 �1 DETAIL - YORK BRIDGE PLATE 1 SCALE: N.T.S. PEDESTRIAN AND VEHICULAR BRIDGE ATLANTIC BEACH COUNTRY CLUB JACKSONVILLE, FL NOTE: NAME PLATE SHALL BE INSTALLED AT THE ENTRANCE TO BOTH PEDESTRIAN SECTIONS OF THE BRIDGE (ONE PER SIDE). DETAILS - YORK BRDIGE PLATE HS 20-44 (L/400 DEFLECTION) FEBRUARY 212014 �KIMRBRELL 213175 616 YORK ___ BRIDGE CONCEPTS The Professional Bridge Company Tu,ry ro . -t to w :ryof Ya� o ..d eu wUwtW '•:1 1.3 0 o r.on, rort 966os t:aoeent.. en..n ertn r .::-r , YORK BRIDGE SERVICES - YTPS COLOR PALETTE - PEDESTRIAN SCALE: N.T.S. PEDESTRIAN AND VEHICULAR BRIDGE ATLANTIC BEACH COUNTRY CLUB JACKSONVILLE, FL Woodbriar Textured Polnuel Coating Pedestrian Deck Meadowbrook \rn lw-11ascd Coating Raiitmg S At -m r Posts Cedar Ud-Rased Coaling Posts Gloss White High (tons Gt alilu; Post Caps & Hardware Navajo White At[III,-Rased Coaling Exterior (Aufam Cladding & Abutments YORK BRIDGE SERVICES YTPS COLOR PALETTE HS 20-44 (L/400 DEFLECTION) DkWITyr. ov�►M Bt: PRotCI WMBR' 9�T rEIMBER NOVEMBER 142013 S. KIMBRELL 713175 617 YORK l BRIDGE CONCEPTS The Professional Bridge Company TM pb s m, property of Ye 8,;". Conospb. nih�neLL+eae —Z" IIT 7nM o not to M protluoa0 or w0 wM.. - •ri1Nn porn — from Yoh &1d" Concspta. W a 3,I y f W.t I.-, f- hit / / 7l.N ►' I' Y M� YORK BRIDGE SERVICES - YTPS COLOR PALETTE - VEHICULAR 1 SCALE: N.T.S. PEDESTRIAN AND VEHICULAR BRIDGE ATLANTIC BEACH COUNTRY CLUB JACKSONVILLE, FL Black Beauty Ep lx} Akg1uolc Vehicukn R-e;udeck Meadowbrook \c q lit -Based Coatutg Accents Cedar 011-11ased Coating POSTS. Railing. & Curl Gloss White Htt;tt Gh3ss coaling Yost Caps R Hardware Navajo White \cq'6c-Based coating Abutments YORK BRIDGE SERVICES YTPS COLOR PALETTE DESMM,�: HS 20-44 (L/400 DEFLECTION) MTE/1YE-' D `. mootalillER 9[1T ",9, NOVEMBER 14 2013 jS7JMVBRE11 213175 618 1 Vehicular Rail Illustration ecerolm Design Intent The Atlantic Beach Country Club's facilities and surroundings are picturesque in nature. Utilizing the color palette of the rroundings this bridge features a warm oasis of colors including timber neutrals, grayish blues, & whites. The pedestrian rail reflects I original K -Style Rail silhouetfe as envisioned by the community featuring light timber for the pedestrian and a contrasting heavy timber it for the vehicular rail. The glulam features an optional cladding thgt.is_light in color and feel _by_breaking up the monotony.of_a-single ulam beam. This 55 foot freespan structure coasts over the waterway. This design performs structurally, aesthetically, and ysically as a welcome feature to the Atlantic Beach Country Club's exquisite facilities. W Ap. � Y K It BRIDGE CONCEPTS