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Selva Marina-1600 (14-0977) BridgeCity of Atlantic Beach APPLICATION NUMBER Building Department be assigned by the Building Department.) Y 800 Seminole Road' Atlantic Beach, Florida 32233-5445 7 Phone (904) 247-5826 • Fax (904) 247 -WN 18 2014 E-mail: building-dept@coab.us Cate routed: 7 a/ - City web -site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: /OIJ� 2t1J(A, /7041e4k Departn- nt review required Yes No Applicant: Planning Zonin Tree Ad ' , E rator Project: ')'j utrlic runuc u,,-.Jes> Public C y Fire Ser Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receive of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: Revised 05/14109 Date Date: 0 k1Z Date: Date: APPLICATION STATUS Reviewing Department First Review:Approved. []Deni, (Circle one.) Comments: � I �// ��� CG-✓� /Y BUILDING] PLANNING & ZONING Reviewed by: TREE ADMIN. Second Review:A ❑ pp roved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: FIRE SERVICES Third Review: []Approved as revised. ❑Deni6 Comments: Reviewed by: Revised 05/14109 Date Date: 0 k1Z Date: Date: PUBLIC WORKS PLAN REVIEW COMMENTS Date: 6 --/?—� Ni ,1 L\1 e. Initials: PN��Ml Proiect Name/ Address S� CC_ �l'/i% �/� • Application Permit #: t C% Check Sox Check Application Tracking Comments to Add Box to Comment "Print" 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 ❑ ❑ TSUR Land 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 ❑ ❑ PCTS 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 ❑ ❑ plans. RWRS Full right-of-way restoration, including sod, is required. ❑ ❑ 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. W, �{ �'r. t s A- %,01t, (81�C ❑ ❑ 0 City of Atlantic Beach APPLICATION NUMBER Building Department be assigned by the Building Department.) 800 Seminole Road `!' j(l �% -7 Atlantic Beach, Florida 32233-5445$ L0 j� Phone (904) 247-5826 - Fax (904) 247 -by E-mail: building-dept@coab.us )ate routed: 7 City web -site: http://www.coab.us APPLICATION REVIEW AND TRACF. NG FORM 2vra,�AW441 De artr,nnt review required Yes NoPro ert Address:uil Plannin: 'onin Applicant: al� P-/) Tree Ad is ra or Project: ublic V�/orks XApproved 4 a,� r';d Public ` 'y Fire Ser -es Review fee $ -, Dept Signature Other Agency Review or Permit Required Review or Receir of Permit Verified t'. 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. ❑Denie, X1.4 XA/MsVS 1 Comments: 'CBL C UTILI IE: PI IC 7SF APPLICATION STATUS Reviewed by: TY FIRE SERVICES 09 Third Review: Comments: Reviewed by: ❑Approved as revised. ❑Deni Reviewed by: nn+o- Revised 051141 PUBLIC UTILITIES PLAN REVIEW COMMENTS Date: ( _/ t} J/ Initials: Proiect Name / Address. D O ��.I �G IdaYI �i �- �P_ • - Application Permit Check Box Check Application Tracking Comments to Add Box to Comment 'Print" UWSU Avoid damage to underground water / sewer utilities. Verify vertical and horizontal O 0 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. ❑ ❑ RT1C A sewer cleanout must be installed at the property line. Cleanout must be covered with 0 ❑ an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. RPZB A reduced pressure zone backfiow 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 O ❑ requirements. At a minimum, will require a double check backfiow preventer. FLM Fire lines must be metered with a Sensus touch -read meter. Meters larger than Y' must be installed in a vault as noted in JEA specifications. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0 ❑ Office (904) 247-5826 Fax (904) 247-5845 ob Address: 1600 Selva Marina Drive (Hole 1.2 Pedestrian Bridge Permit Number: regal Description See Attached Parcel # See Attached lour Area of Sq.Ft. NA Sq.Ft N/A 'aluation of Work $ 10,000 Proposed Work heated/cooled N/A non-heated/cooled N/A 'lass of Work (circle one): © Addition Alteration Repair Move Demolition pool/spa window/door se of existing/proposed structure(s) (circle one): lCommerc>ta Residential ' an existing structure, is a fire sprinkler system installed? (Circle one): Yes No lorida Product Approval # N/A or multiple products use product approval form )escribe in detail the type of work to be performed: ABCC Vehicular and Pedestrian Bridge 'roperty Owner Information: ame Atlantic Beach Partners LLC Address: 414 Old Hart Road, Suite 502 ity Fleming Island State FL Ztp 3200 , Phone 904-264-655: -Mail or Fax # (Optional) 904-269-2729 'ontractor Information: .ompanv Name: MAIER DEVELOPMENT SOLUTIONS< LLC Qualifying Agent_._Douglas Maier (CGC1510122 Adress- 12786 Hunt Club Road North City Jacksonville State FL Zip 32224 )ffice Phone 904-821-8188 Job Site/ Contact Number 904-759-1395 Fax # 904-821-8188 tate Certification/Registration # CGC 1510122 .rehitect Name & Phone # York Bridge Concepts 1-800-226-4178 ngineer's Name & Phone # York Bridge Concepts 1-800-226-4178 ee Simple Title Holder Name and Address Atlantic Beach Partners 414 Old Hart Road Suite 502, Fleming Island, FL 32003 �onding Company Name and Address N/A 9o_ rtgagee Lender Name and Address N/A plication is hereby made to obtain a permit to do the work and installations as indicated. I certify that �o work or installation has commenced prior to the suance of'a permit and that all work well be performed to meet the standards of all laws regulating constrtirtion in this jurisdiction. This permit becomes null nd void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of sir (6) months at any time after ork is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, ells, Pools, Furnaces, Boilers, Heaters, anks 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 n COMMENCEMENT. hereb certify that I pe of work will be rovisions of any othe ignature of Owner rint Name warn andl u sct tis examined this application and know the same to be true and correct. :lil pr vi "ons of l s and ordinances governing this whether speci ted herein or not. The granting of a permit does not Pres a to give thori y to violate or cancel the , or to Ila regulating construction or the performance ofconstruction. L'o --"11 Signature of Contractor ti ®u�4t/ ------G- -/' It..g.L................................... subscribe be re of 20 _ % ,doe r Notary tlin rata of Florida 5hlrley bl� 01. 10 �j My Commiwslvh q �, Exryll�sr30xl"141�Oitl - lotary Publ.c�, Notary e►►c stat- a4�F' Shirle LGraham +� My Commission FF 'Q�p Expires02114/2018 Print Names this --4Da Zeyn B. Uzman, P.E. Project ATLANTIC BEACH COUNTRY CLUB 305 Charleston Greene Project # FL -0601 Malvern, PA 19355 Designer zbu Date 11 -Jun -14 (217) 652-6737 Checked Date Project Data: ATLANTIC BEACH COUNTRY CLUB Pedestrian Bridge Atlantic Beach, Florida Client: York Bridge Concepts Tampa, Florida (813).933-1304 i . Eelwk s have n prepared un y direct ision. Signature 6 Date 2/28/2015 Expiration Date GLULAM NAME SIZE (in.) CAMBER GRADE RETENTION I TREATMENT FINISH TIMBER MATERIAL GLULAM STRINGER (FS) 6.75"X36"X58' 500' 24F V4 .60 1 CCA, ACZA OR TYPE C PENTA INDUSTRIAL GRADE SYP/ OR DOUGLAS FIR LUMBER TYPE NAME SIZE (in.) LENGTH GRADE RETENTION TREATMENT FINISH TIMBER TYPE TEXTURED POLYMER COATING MONTERY TAN PEDESTRIAN DECK UV RESISTANT PROTECTION N/A SUPPORT STRUCTURE ACRYLIC -BASED COATING JUNIPER BLUE POSTS, RAILINGS, AND ACCENTS UV RESISTANT PROTECTION N/A YES ACRYLIC -BASED COATING PILING 10"XBUTT 20' N/A .80 CCA N/A SYP PILE CAP 10"X10" 10' #2 .60 CCA N/A SYP HEADWALL 3"X12" 10' #2 .60 CCA RS SYP WING WALL PILING 8"XBUTT 25' N/A .80 CCA N/A SYP WING WALL CAP 2"X12" 10' #1 .60 CCA S4S SYP WING WALL 3"X12" 10' #2 .60 CCA RS SYP BRIDGE STRINGER 2"X8" 10' #1 .60 CCA S4S SYP STRINGER BLOCKING 2"X8" 10' #1 .60 CCA S4S SYP SUPPORT BEAM 3"X10" 12' #1 .60 CCA RS SYP DECKING 2"X8" 8' #1 .15 CA -C S4S SYP POST 81IX8" 8' #1D .15 CA -C S4S SYP POST 4"X4" 10' #11D .15 CA -C S4S SYP LOUVER SUPPORT (VERTICAL) 2"X4" 8' #1D .15 CA -C S4S SYP LOUVERS (HORIZONTAL) 2"X3" 10' #1D .15 CA -C S4S SYP GLULAM CLADDING 1"X8" 8' #1 .15 CCA S4S SYP WINGWALL CLADDING 1"X8" 10' #1 .15 CCA S4S SYP RAIL CAP 2"X6" 10' N/A .15 CA -C S4S SYP GLULAM NAME SIZE (in.) CAMBER GRADE RETENTION I TREATMENT FINISH TIMBER MATERIAL GLULAM STRINGER (FS) 6.75"X36"X58' 500' 24F V4 .60 1 CCA, ACZA OR TYPE C PENTA INDUSTRIAL GRADE SYP/ OR DOUGLAS FIR YORK I TIMBER PEDESTRIAN FREE SPAN GLULAM BRIDGE The Premier Bridge company ATLANTIC BEACH COUNTRY CLUB GOLF CART BRIDGE a > ATLANTIC BEACH, FLORIDA md.bn r,a„~wwp.�ce„eM.• ceao.m.i.a BILL OF MATERIALS - LUMBER PEDESTRIAN FSG QOJ A. KNAPP 213232H YORK TIMBER PROTECTIVE SYSTEMS TYPE COLOR APPLICATION LOCATION DESCRIPTION SIZE APPLIED TEXTURED POLYMER COATING MONTERY TAN PEDESTRIAN DECK UV RESISTANT PROTECTION N/A YES ACRYLIC -BASED COATING JUNIPER BLUE POSTS, RAILINGS, AND ACCENTS UV RESISTANT PROTECTION N/A YES ACRYLIC -BASED COATING DRIFTWOOD PILES, PILE CAP, AND CLADDING UV RESISTANT PROTECTION N/A YES YORK I TIMBER PEDESTRIAN FREE SPAN GLULAM BRIDGE The Premier Bridge company ATLANTIC BEACH COUNTRY CLUB GOLF CART BRIDGE a > ATLANTIC BEACH, FLORIDA md.bn r,a„~wwp.�ce„eM.• ceao.m.i.a BILL OF MATERIALS - LUMBER PEDESTRIAN FSG QOJ A. KNAPP 213232H 0 YORK BRIDGE CONCEPTS The Premier Bridge Company run raw ene,. cem.a. - - t56,-8" O.C. --------- SPAN 1- PLAN - PILE LAYOUT SCALE: 3/16" = 1' 0" TIMBER PEDESTRIAN FREE SPAN GLULAM BRIDGE ATLANTIC BEACH COUNTRY CLUB GOLF CART BRIDGE ATLANTIC BEACH, FLORIDA B"0 BUTT PILING O 10"0 BUTT PILING — 1° 1 0 m w m PLAN - PILE LAYOUT '00'� PEDESTRIAN FSG ®I �rKNAPP 722133232M I 702 t58'-0" W L17 ll..l L ]i LuLL7 � Lu w w m m m m m m m m 1 103A 0 1.2 11 112 OO O O O 0 a a 0- CL a a a a a. N YORK n PLAN - STRINGER LAYOUT SCALE: 3/16" = 1' 0" TIMBER PEDESTRIAN FREE SPAN GLULAM BRIDGE The Premier Bridge Company ATLANTIC BEACH COUNTRY CLUB GOLF CART BRIDGE ATLANTIC BEACH, FLORIDA m1Ykn han Ywk &kW � u 8"0 WINGWALL PILING :45' /— 3"02" HEADWALL �- 2"XB" BLOCKING ` SUPPORTEAM2B10" 10"X10" PILE CAP 10"0 BUTT PILING ug m F- 0 a M PLAN - STRINGER LAYOUT PEDESTRIAN FSG AIR am MM ® A. KMPP 2213211 103 UVLMALL 2"X8"X10' STRINGER 6.75"X36"X58' GLULAM 1 "X8"X8' CLADDING /4"X10" HEX BOLT COUNTERSINK 3/4"X6" HEX BOLTTYP D9573 BRACKET t10'-0" t1'-0 f6'-11 " O.C. IT If It W L17 ll..l L ]i LuLL7 � Lu w w m m m m m m m m 1 103A 0 1.2 11 112 OO O O O 0 a a 0- CL a a a a a. N YORK n PLAN - STRINGER LAYOUT SCALE: 3/16" = 1' 0" TIMBER PEDESTRIAN FREE SPAN GLULAM BRIDGE The Premier Bridge Company ATLANTIC BEACH COUNTRY CLUB GOLF CART BRIDGE ATLANTIC BEACH, FLORIDA m1Ykn han Ywk &kW � u 8"0 WINGWALL PILING :45' /— 3"02" HEADWALL �- 2"XB" BLOCKING ` SUPPORTEAM2B10" 10"X10" PILE CAP 10"0 BUTT PILING ug m F- 0 a M PLAN - STRINGER LAYOUT PEDESTRIAN FSG AIR am MM ® A. KMPP 2213211 103 f58'-0" OVERALL FREESPAN i i 401 4.51 610 — — — — — — — — — SLOPE O 10"0 BUTT PILE DRIVEN UNTIL REFUSAL ti NOTE: 10" BUTT PILE TO BE DRIVEN 10' - 0" INTO GROUND OR UNTIL REFUSAL. ALL EXISTING GRADE INFORMATION SHOWN IS FROM TAYLOR & WHITE, INC DRAWINGS, DATED JUNE, 2013. YORK ThePremierBridge Company mY�lm tram Yak WIp Canapb. .s ELEVATION -REFERENCE 1 SCALE: 3116" = 1' - 0" TIMBER PEDESTRIAN FREE SPAN GLULAM BRIDGE ATLANTIC BEACH COUNTRY CLUB GOLF CART BRIDGE ATLANTIC BEACH, FLORIDA ELEVATION - REFERENCE PEDESTRIAN FSG ft.P�� "o"" ®A. KNAPP 213232. 202 1 503A 1 a— 1'!®1 u L�( f58'-0" OVERALL FREESPAN 4.51 X SLOPE 5038 10"0 BUTT PILE J DRIVEN UNTIL REFUSAL NOTE: 10" BUTT PILE TO BE DRIVEN 10' - 0" INTO GROUND OR UNTIL REFUSAL. ALL EXISTING GRADE INFORMATION SHOWN IS FROM TAYLOR & WHITE, INC DRAWINGS, DATED JUNE, 2013. YORK The Premier Bridge Company mA0'+.i10 rmm�v'a+`i/a,uw coq.• w, a vw %Z ELEVATION - REFERENCE SCALE: 3/16" = 1' - 0" TIMBER PEDESTRIAN FREE SPAN GLULAM BRIDGE ATLANTIC BEACH COUNTRY CLUB GOLF CART BRIDGE ATLANTIC BEACH, FLORIDA ELEVATION - REFERENCE 0� Lwas PEDESTRIAN FSG WAME Mw n F'o sm ruax A. KNA" 213232H 203 502 I 2"X6' RAIL CAP 8"X8" POST 2"X3" LOUVER (HORIZONTAL) 4"X4" POST 2"x4" SUPPORT LOUVER (VERTICAL) 6.75`X36"X58' GLULAM STRINGER D9573 BRACKE Y4"X8" HEX BOLT COUNTERSIN 3/4"X10" HEX BOLT 2DW, 1LW, 1N COUNTERSINK MSTA 18— EACH SID 3/4"X20" DOWE 8"X8" CUSTOM METAL ZOUND POST CAP 1 SECTION - FREESPAN MATERIALS SCALE: 3/4" = V - 0" YORK ORK I TIMBER PEDESTRIAN FREE SPAN GLULAM BRIDGE The Premier Bridge company ATLANTIC BEACH COUNTRY CLUB GOLF CART BRIDGE yopwy a Y. ATLANTIC BEACH, FLORIDA nol b b ��elW a wM �111aut o .. miMan hpn YM BMp" Cmn(N. •' F10X3" SS SCREWS 2"X3" BACKERBOARD "X4"X10" POST BLOCK q"X20" HEX OLTS 6"X14" HEX OLT "X8"X22" POST BLOCK 10"X10" PILE CAP 10"0 BUTT PILING SECTION - FREESPAN MATERIALS �u� PEDESTRIAN FSG iae o� "r. noccr a¢r wru � A WtlAPP 213232H 30 1A 1 SECTION - FREESPAN DIMENSIONS SCALE: 3/4" = 1'- 0" YORK BRIDGE N t6'—io" DECK WIDTH f6'-7" CLEAR t1'-03/4" f1'-43/4" f1'-43/4" INSIDE I I Oc I O.C. f1'- �4-� f2' -1Y4" I u I f2'-t}Y4" t6'-BY2" OUTSIDE TIMBER PEDESTRIAN FREE SPAN GLULAM BRIDGE The Premier Bridge Company ATLANTIC BEACH COUNTRY CLUB GOLF CART BRIDGE �ro.n� cenw�.ATLANTIC BEACH, FLORIDA 1��yyy' �'""i"l�b b .pfoluaYa"� uf�"�"ia "NI"ul • ' - "• M0.w1 gmY"bnBrllq� SECTION - FREESPAN DIMENSIONS PEDESTRIAN FSG NVMI P ®A.KNAPP lRow"O" 213332H 10 x z w J x I iO OJ Z � JZ I *a H fi aa.. x X co a 1 SECTION - FREESPAN DIMENSIONS SCALE: 3/4" = 1'- 0" YORK BRIDGE N t6'—io" DECK WIDTH f6'-7" CLEAR t1'-03/4" f1'-43/4" f1'-43/4" INSIDE I I Oc I O.C. f1'- �4-� f2' -1Y4" I u I f2'-t}Y4" t6'-BY2" OUTSIDE TIMBER PEDESTRIAN FREE SPAN GLULAM BRIDGE The Premier Bridge Company ATLANTIC BEACH COUNTRY CLUB GOLF CART BRIDGE �ro.n� cenw�.ATLANTIC BEACH, FLORIDA 1��yyy' �'""i"l�b b .pfoluaYa"� uf�"�"ia "NI"ul • ' - "• M0.w1 gmY"bnBrllq� SECTION - FREESPAN DIMENSIONS PEDESTRIAN FSG NVMI P ®A.KNAPP lRow"O" 213332H 10 Zeyn B. Uzman, P.E. Project ATLANTIC BEACH COUNTRY CLUB 305 Charleston Greene Project # FL -0601 Malvem, PA 19355 Designer zbu Date 11 -Jun -14 (217)652-6737 Checked Date INPUT DATA Design Loads Vehicular: Design Load: 0 kip Wheel Load: 0 kip Pedestrian: Uniform Loading: 100 psf Geometry and Loads: 2 x 8 in. S4S 0 SPAN 1 Pedestrian ABUTMENT DESIGN 1 Vehicular Size: 10 x 10 inch Decking: 2 x 8 in. S4S 0 Decking: 2 x 8 in. S4S 0 0= S4S Wood: Southern Pine Grade No. 1 # of Piles: Wood: Southern Pine Grade No. 1 1 = RS Fb: 1250 psi # of Stringers: Fb: 1350 psi Total Dead Load: Stringer: 2 x 8 inch S4S 0 Stringer: 2 x 8 inch 84S 0 Wood: Southern Pine Grade No. 1 Wood: Southern Pine Grade No. 1 10 in dia. Fb: 1250 psi 2 ft Fb: 1500 psi Fv: 175 psi 1200 psi Fv: 175 psi PEDESTRIAN RAILING DESIGN Spacing: 1.36 ft Post Spacing: Spacing: 1.59 ft 2 x 6 in Span: 7 ft 42 inch San: 7.5 ft Load Beam: 3 x 10 inch S4S 0 Load Beam: 4 x 10 in. S4S 0 0 = S4S Wood: Southern Pine Grade No. 1 1,350 psi Wood: Southern Pine Grade No. 1 1 = RS Fb: 1300 psi Fb: 1300 psi Bolt Load: Fv: 175 psi Fv: 175 psi 6100 lbs/bolt Spacing 7 ft PILE DRIVING CAPACITY Spacing 7.5 ft Compactor Model: Span: 5 ft Soil Coef; San: 6.29 ft Factor of Safety: 3 SPAN 1 6 in/min Glulam: 6.75x36 in. Glulam: 5 x 38.5 in. Width: 6.75 in. Width: 5 in. Depth: 36 in. Depth: 38.5 in. Wood: Southern Pine Grade 24F -V4 Wood: Southern Pine Grade No. 1 Fb: 2400 psi Fb: 2400 psi Fv: 190 psi Fv: 190 psi Trib. Area: 3.00 It Trib. Area: 3.96 ft Span: 58 ft Span: 17 ft ABUTMENT DESIGN 1 Size: 10 x 10 inch RS 1 Pile Spacing: 3.13 ft 0 = S4S Fb: 1,350 psi # of Piles: 3 1 = RS Fv: 165 psi # of Stringers: 2 Total Dead Load: 4.640 kis Total Live Load: 20.300 kips ABUTMENT PILE DESIGN Pile Size: 10 in dia. Hgt of pile above ground: 2 ft Skin Friction: 300 psf F�: 1200 psi PEDESTRIAN RAILING DESIGN Post Spacing: 5.00 foot Rail Size: 2 x 6 in Height: 42 inch Post Size: 8 x 8 in Rail 50 Ib/ft Size: 2 x 6 Loading: 200 lbs. Fb: 1,350 psi Fv: 165 psi Bolt Load: 1125 lbs/bolt Bolt Allowable: 6100 lbs/bolt PILE DRIVING CAPACITY Compactor Model: C4C 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 Area: Project # FL -0601 Malvern, PA 19355 8.00 in Designer zbu Date 11 -Jun -14 (217) 652-6737 Loading: 0.00 ktft Checked Date Truck Moment: 0.000 k -ft Uniform Moment: SPAN 1 - PEDESTRIAN DECKING DESIGN 64 psi OK Allowable Stresses: Design Data: Size: 2 x 8 inch Stringer Spacing: 1.36 foot Fb: 1,250 psi Wood Grade: Southern Pine Grade No. 1 S4S Design Load: 0 kips F b = FbCmCDCFCVCLCNC, Wheel Load: 0 kips Uniform Loading: 100 psf C, 0.85 Actual Member Properties: CD 1 Thickness: 1.5 in S = 2.72 in' CF 1 Width: 7.25 in A = 10.88 in` Cv 1 CL 1 CN 1.15 C, 1.15 F'b: 1,405 psi Bending: Distribution: Area: 0.00 int Length: 8.00 in Width: 20.00 in Loading: 0.00 ktft Dead Load Moment: 0.001 k -ft Truck Moment: 0.000 k -ft Uniform Moment: 0.014 k -ft fb = 64 psi OK Zeyn B. Unman, P.E. Project ATLANTIC BEACH COUNTRY CLUB 305 Charleston Greene Project # FL -0601 Malvern, PA 19355 Designer z6u Date 11 -Jun -14 (217) 652-6737 Checked Date SPAN 1 - PEDESTRIAN STRINGER DESIGN Allowable Stresses: 1.36 foot Size: 2 x 8 inch Fb: 1,250 psi Fv: 175 psi Fb = FbCmCDCFCVCLCf-Cr Fav =FX.CD Uniform Loading: Cm 0.85 CD 1.15 CF 1 CV 1 CL 1 Cf. 1 Cr 1.15 F'b; 1,405 psi F'v: 196 psi Design Data: Stringer Spacing: 1.36 foot Span: 7 foot Wood Grade: Southern Pine Grade No. 1 S4S Design Load: 0 kips Wheel Load: 0 kips Uniform Loading: 100 psf 0.97 Actual Member Properties: Thickness: 1.5 in Width: 7.25 in Bending: Dead Load Moment: 0.07 k -ft WI218 Truck Moment: 0.00 k -ft PLI4 Uniform Moment: 0.83 k -ft W1118 fb = 822 psi OK Deflection: Dead Load Truck Live Load Unif. Live Load L/240 = U360 = Distribution: DF=S14 DF = Wheel Load = Shear: S = 13.14 in' A = 10.88 in` 1 = 47.63 in' 0.34 0.00 kips Dead Load Shear: 0.04 kips Truck Shear: 0.00 kips Uniform Shear: 0.48 kips fv = 71 psi OK 0.00 in 0.00 in 0.10 in 0.35 in OK 0.23 in OK Zeyn B. Unman, P.E. Project ATLANTIC BEACH COUNTRYCLUB 305 Charleston Greene Project # FL -0601 Malvern, PA 19355 Designer zbu Date 11 -Jun -14 (217) 652-6737 Checked Date SPAN 1 - PEDESTRIAN LOAD BEAM DESIGN Allowable Stresses: Size: 3 x 10 inch Fp: 1,300 psi F,,: 175 psi F'b = FbC,C'DCFCVC+LCNCr F,=F„CmCD Cm 0.85 CD 1.15 CF 1 Cv 1 CL 1 Cf„ 1 Cr 1 Design Data: Beam Spacing: 7 foot Span: 5 foot Wood Grade: Southern Pine Grade No. 1 Dead Load: 0.112 kip/ft Design Load: 0 kips Wheel Load: 0 kips Uniform Loading: 100 psf 0.97 Actual Member Properties: Thickness: 2.5 in Width: 9.25 in S4S S = 35.65 in' A = 23.13 in` I = 164.89 in' F'b: 1,271 psi 195 psi Bending: Shear: Dead Load Moment: 0.35 k -ft w12/8 Dead Load Shear: 0.28 kips Truck Moment: 0.00 k -ft P(L-6) Truck Shear: 0.00 kips Uniform Moment: 2.19 k -ft W12 /8 Uniform Shear: 1.75 kips fb = 854 psi OK fv = 132 psi OK Deflection: Dead Load 0.01 in Truck Live Load 0.00 in Unif. Live Load 0.04 in U240 = 0.25 in OK U360= 0.17 in OK Zeyn B. Uzman, P.E. Project ATLANTIC BEACH COUNTRY CLUB 305 Charleston Greene Project # FL -0601 Malvern, PA 19355 Designer zbu Date 11 -Jun -14 (217) 652-6737 Checked Date SPAN 1 - PEDESTRIAN GLULAM STRINGER DESIGN Allowable Stresses: Size: 6,75x36 inch Fb: 2,400 psi F,,: 190 psi Fib = FbCmCDCFCVCLCf.C, F„ =F,C,CD Cm 0.8 CD 1.15 CF 1 Cv 0.89 C, 1 C,,, 1 C, 1 F'b: 1,959 psi F',,: 191 psi Design Data: Tributary Area: 3.00 foot Span: 58 foot Wood Grade: Southern Pine Grade 24F -V4 Dead Load: 0.121 kip/ft Design Load: 0 kips Wheel Load: 0 kips Uniform Loading: 100 psf 0.875 Actual Member Properties: Thickness: 6.75 in Width: 36 in Distribution: DF = S/4 DF = Wheel Load = S = 1458.00 in' A = 243.00 in` 1 = 26244.00 in' 0.75 0.00 kips Bending: Shear: Dead Load Moment: 50.85 k -ft W12 /8 Dead Load Shear: 3.51 kips Truck Moment: 0.00 k -ft PL/4 Truck Shear: 0.00 kips Uniform Moment: 126.15 k -ft we18 Uniform Shear: 8.70 kips fb = 1,457 psi OK fv = 75 psi OK Deflection: Dead Load 0.73 in Truck Live Load 0.00 in Unif. Live Load 1.82 in U240 = 2.90 in OK U360 = 1.93 in OK Zeyn B. Unman, P.E. Project ATLANTIC BEACH COUNTRY CLUB 305 Charleston Greene Project # FL -0601 Malvern, PA 19355 Designer zbu Date 11 -Jun -14 (217) 652-6737 Checked Date ABUTMENT DESIGN 1 Allowable Stresses: Design Data: Size: 10 x 10 inch Fb: 1,350 psi Pile Spacing: 3.13 ft Fv: 165 psi Number of Piles: 3 Number of Stringers: 2 F'b = FbCmCDCFCVCLCruCr F'„=F,CmCD Total Dead Load: 4.64 kips Cm 1 1 Total Live Load: 20.30 kips CD 1.15 CF 1 Load/pile: 8.31 kips Cv 1 CL 1 Actual Member Properties: Cfu 1 Thickness: 10 in S = 166.67 in' Cr 1.15 Width: 10 in A = 100.00 int F'b: 1,785 psi F'v: 190 psi Bending: Shear: Dead Load Moment: 0.73 k -ft Dead Load Shear: 1.16 kips Live Load Moment: 3.17 k -ft Live Load Shear: 5.08 kips fb = 281 psi OK f, = 94 psi OK Pile Size: Surface area: Pile Load: Skin Friction: Hgt of pile above ground: Embedment length: Total Length: Drive pile to: ABUTMENT PILE DESIGN 10 in dia. 2.62 int 8 kips 300 psf 2 f 10.58 ft 14.58 ft 13 ftorto 4 Tons Area: 78.54 int fa = 105.85 psi F�: 1200 psi F'. = F.CDCtCuC,CpC. CD= 0.9 Ct = 1 C. = 1.18 Csp = 0.8 C� = 1 Ke = 0.8 I/d = 6.72 OK C = 0.85 KcE = 0.3 FcE = 9965 psi F'� = 1020 psi Cp = 0.98 F'c= 1,003 psi OK Zeyn B. Uzman, P.E. Project ATLANTIC BEACH COUNTRY CLUB 305 Charleston Greene Project # FL -0601 Malvern, PA 19355 Designer zbu Date 11 -Jun -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 F b = FbCmCDCFCVCLCNCr Top Rail: 2 x 6 Top Rail F. =F CmCD Anchor Bolts: Load on Bolt: Allowable: 50 Iblft 200 lbs. 250 Ib -ft 397 psi OK 125 lbs. 23 psi OK 8 x 8 Post 250 lbs. 1125.00 lbs./bolt 61001bs./bolt OK CR, 1 CD 1.15 CF 1 CV 1 CL 1 Cru 1 Cr 1.15 Zeyn B. Uzman, P.E. 305 Charleston Greene Malvern, PA 19355 (217) 652-6737 PILE DRIVING CAPACITY Compactor Model C4C Weight: 910 pounds Factor of Safety: Oper. Pressure: 1750 psi Hydraulic Flow: 20 GPM Cycles: 2000 (cyGmin) Soil Coat: 0.0025 (0.0025 Sand 10.0008 Clay) Insertion Rate 6 in/min Power: 10526 lbs-ft.lsec Pu = 57499 Allowable Pile Capacity: 10 tons Project ATLANTIC BEACH COUNTRYCLUB Project # FL -0601 Designer zbu Date 11 -Jun -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(6) 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(6) 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) 608(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(6) 61.5(6) 13 104.0(b) 32.0(b) 66 914.0(b) 61.9(b) 14 112.0(b) 32.0(b) 68 949.7(b) 62.1(b) 15 120.0(b) 34.I(b) 70 985.6(b) 62.4(b) 16 128.0(b) 36.0(b) 75 1,075.1(b) 63.1(b) 17 136.0(b) 37.7(6) 80 1,164.9(b) 63.6(b) 18 144.0(b) 39.1(b) 85 1,254.7(b) 64.1(b) 19 152.0(b) 40.4(b) 90 1,344.4(b) 64.5(6) 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(6) 66.4(b) 24 192.7(6) 45.3(b) 130 2,063.1(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(6) 47.4(b) 160 2,768.0 77.2 28 252.0(b) 48.0(b) 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(b) 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) 39 432.1(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 Truck Loading. Otherwise the Standard Lane Loading governs. IaDle is section Properties of Standard Dressed (S4S) Sawn Lumber AMERICAN WOOD COUNCIL 11 �� X -X AXIS Y -Y AXIS Standard Area Moment Moment Nominal Dressed of Section of Section of Approximate weigh In pounds per linear foot (lb/ t) Size Size (S4S) Section Modulus Inertia Modulus Inertia of piece when density of wood equals: bxd bxd A 1. S rr I rr Indies x Inches int iS. n3 in3 in4 Ins in4 25 Ib/113 30 IhV 35 Ibftt3 40 IbM3 45 IbAts 50 IbM3 1 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 4 314 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 23.62 0.680 0.255 0.944 1.133 1.322 1.510 1.888 1 x SO 314 x 9-1/4 6.938 10.70 49.47 0.867 0.325 1.204 1.445 1.686 1.927 .1.699 2.168 2.409 1 x 12 3/4 x 11-114 8.438 15.82 88.99 1.055 0.396 1.465 1.758 2.051 2.344 2.637 2.930 2x 3 1-1/2x 2-112 3.750 1.563 1.953 0.938 0.703 0.651 0.781 0.911 1.042 1.172 1.302 2x 4 1-112 x 3.112 5.250 3.063 5.359 1.313 0.984 0.911 1.094 1.276 1.458 1.641 1.823 2x 5 1-112 x 4.112 6.750 5.063 11.39 1.688 1.266 1.172 1.406 1.641 1.875 2.109 2.344 2x 6 1-112x 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 3.398 3.776 2 x 10 1-1/2 x 9.1/4 13.88 21.39 98.93 3.469 2.602 2.409 2.691 3.372 3.854 4.336 4.818 2x 12 1-1/2 x 11-114 16.88 31.64 178.0 4.219 3.164 2.930 3.516 4.102 4-688 5.273 5.659 2x 14 1-1/2 x 13-1/4 19.88 43.89 1 290.8 4.969 3.727 1 3.451 4.141 4.831 5.521 6.211 6.901 3x 4 2-1/2x 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 3 x 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 5-112 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 9-1/4 23.13 35.65 164.9 9.635 12.04 4.015 4.818 5.621 6.424 7.227 6.030 3 x 12 2-1/2 x 11-114 28.13 52.73 296.6 11.72 14.65 4.883 6.859 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 15 2-1/2 x 15-1/4 38-13 96.90 738.9 15.89 19.86 8.6119 7.943 9.266 10.59 11.91 13.24 4x 4 3-1/2 x 3-112 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 4-1/2 15.75 11.81 26.58 9.188 16.08 2.734 3.281 3.828 4.375 4.922 5.469 4 x 6 3-112 x 5.1/2 19.25 17.65 48.53 1123 19.65 3-342 4.010 4.679 5.347 6.016 6.684 4x 8 3-112 x 7.114 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 3.112 x 9-1/4 32.38 49.91 230.8 18.89 33.05 5.621 6.745 7.869 8.993 10.12 11.24 4x 12 3.1/2x 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 4x 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 fix 6 5-1/2 x 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 6X 8 5-1/2 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 5-112x 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 6x 12 5.1/2 x 11-1/2 63.25 121.2 697-1 57.98 159.4 10.98 13.18 15.37 17.57 19.77 21.96 6x 14 5-1/2 x 13.112 74.25 167.1 1128 68.06 187.2 12.89 15.47 18.05 20.63 23.20 25.78 6x 16 5-1/2 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 5-1/2 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 6x 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 5-1/2 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 S-112 x 23-1/2 129.3 506.2 5948 118.5 325.8 1 22.44 26.93 31.41 35.90 40.39 44.88 ex 8 7.112 x 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 9-112 71.25 112.8 535.9 89.06 334.0 12.37 14.64 17.32 19.79 22.27 24.74 B 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 7-1/2 x 13-1/2 101.3 227.8 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 7-112 x 17-1/2 131.3 382.8 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 7-112 x 23-1/2 176.3 690,3 8111 220.3 626.2 1 30.60 36.72 1 42.84 48.96 1 55.08 61.20 10 x 10 9.1/2 x 9-1/2 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 173.0 621.7 18.97 22.76 26.55 30.35 34.14 37.93 10 x 14 9-112 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 9-112 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 10 x 22 9-112 x 21-1/2 204.3 731.9 7868 323.4 1536 35.4642.55 49.64 56.74 63.83 70.92 10 x 24 9-11/2x23-1/2 223.3 874.4 10270 353.5 1679 38.76 46.51 1 54.26 1 62.01 1 69.77 1 77.52 AMERICAN WOOD COUNCIL 11 �� IF] I I E e�2 inuie an oecuon Properties of Standard Dressed (S4S) Sawn Lumber (Cont.) AMERICAN FOREST & PAPER ASSOCIATION X -X Axis Y -Y Axis Standard Area Moment Moment Nominal Dressed of Section of Section Of Approximate weight in pounds per linear foot (lb./it.) Size Size (S4S) Section Modulus Inertia Modulus Inertia of piece when density of wood equals: bxd bxd A % 1„ Sy ly inches x Inches in2 in.3 ln.4 In.3 ln! 25 Iblft 3 30 fb At.3 35 Wks 40 IbAL3 46 IbJft.3 5o IbAL3 12 x 12 11-1/2x 11-1/2 132.3 253.5 1458 253.5 1458 22.96 27.55 32.14 36.74 41.33 45.92- 12 x 14 11-1/2x 13-112 155.3 349.3 2358 297.6 1711 26.95 32.34 37.73 43.13 48.52 53.91 12 x 16 11-1/2x 15-1/2 178.3 460.5 3569 341.6 1964 30.95 37.14 43.32 49.51 55.70 61.89 12x18 11-1/2x17-1/2 201.3 587.0 5136 385.7 2218 34.94 41.93 48.91 55.90 62.89 69.88 12 x 20 11-1/2 x 19-1/2 224.3 728.8 7106 429.8 2471 38.93 46.72 54.51 62.29 70.06 77.86 12 x 22 11-112 x 21-1/2 247.3 866.0 9524 473.9 2725 42.93 51.51 60.10 68.68 77.27 85.85 12 x 24 11 -1/2x23 -i/2 270.3 1058 12440 518.0 2978 46.92 56.30 65.69 75.07 84.45 93.84 14 x 14 13-112 x 13-1/2 182-3 41D.1 2768 410.1 2768 31.64 37.97 44.30 50.63 56.95 6328 14x16 13-1/2x15-1/2 209.3 540.6 4169 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 13-1/2x23-1/2 317.3 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 16 x 18 15-1/2x 17-1/2 271.3 791.1 6923 700.7 5431 47.09 56.51 65.93 75.35 84.77 94.16 16 x 20 15-1/2 x 19-112 302.3 982.3 9578 780.8 6051 52.47 62.97 73.46 83.96 94.45 104.9 16 x 22 115-1/2X211-1/2 333.3 1194 12840 860.9 6672 57.86 69.43 81.00 92.57 104.1 115.7 16 x 24 15-1/2x23-1/2 364.3 1427 16760 941.0 7293 63.24 75.69 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 65.07 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 18x22 17-1/2x21-1/2 376.3 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 2D 19-1/2x 19.1/2 380.3 1236 12050 1236 12050 66.02 79.22 92.42 105.6 118.8 132.0 20 x 22 19-1/2x21-1/2 419.3 1502 16150 1363 13280 72.79 87.34 101.9 116.5 131.0 145.6 20 x 24 19-1/2x23-1/2 458.3 1795 21090 1489 14520 79.56 95.47 111.4 1 127.3 1 143.2 159.1 22 x 22 21-1/2x 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 1610 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 95.88 115.1 134.2 153.4 172.6 191.8 AMERICAN FOREST & PAPER ASSOCIATION Table 4B Design Values for Visually Graded Southern Pine` Dimension- LiAnbet (2=4" thlckP,3,4 (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 TA13LF 4111 AD.IHSTMFNT FACTARC AMERICAN FOREST & PAPER ASSOCIATION Design values in pounds per square inch (psi) Tension Shear compression Compression Modulus parallel parallel perpendicular parallel of Grading Species and Sae Banding ng tgrain to grain to grain to grain Elasticity Rules commercial grade classification Fb F� F„ Fj F. E Agency . SOUTHERN PINE Dense Select Structural 3050 165D 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 No.1 Dense 2000 1100 175 660 2000 1,800,000 NOA 1850 1050 175 565 1850 1,700,000 No.1 Non -Dense 1700 9011 175 480 1700 1,600,000 No.2 Dense 2'-4' wide 1700 875 175 660 1850 1,700,000 N0.2 1500 825 175 565 1650 1,600,000 No.2NonDense 135D 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 175 460 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 No.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 N0.2 1250 725 175 565 1600 1,6D0,000 Not Non -Dense 1150 675 175 480 1500 1,400,000 No.3 and Stud 750 425 175 565 925 1,400,000 SPIB Dense Select Structural 2450 1350 175 660 2050 1,900,000 Select Structural 2300 1300 175 565 1900 1,800,000 Non -Dense Select Structural 2100 11D0 175 480 1750 1,700,000 NO 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 Not 1200 650 175 565 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 4,900,000 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 Nan -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.3and Stud 600 325 175 565 850 1,400,000 Dense Select Structural 2050 1100 175 660 1950 1,900,000 Select Structural 1900 1050 175 565 1600 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.1 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 -Dense 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 traded Timbers (5" x 5" and larger), j] (Cont.) (Tabulated design values are for normal load duration and dry service conditions, unless specified i� otherwise. See NDS 4.3 for a comprehensive description of design value adjustment factors.) USE WITH TABLE 4D ADJUSTMENT FACTORS AMERICAN FOREST & PAPER ASSOCIATION Design values in pounds per square inch (psi) Te»sion Shear Compression Compression Modulus parapet parallel perpendicular parallel of Grading Species and size Bending to grain to grain to grain to grain Elasticity Rules conmemial grade classification Fy Fr F„ Fc.L F. E Agency , Select Structural Beams and 1350 600 155 820 825 1,200,000 No.1 Stringers 1150 550 155 820 700 1,200,000 N0.2 725 375 155 820 450 1,000,00,1)1 NELMA Select Structural Posts and 1250 650 155 820 875 1,200,000 No.1 Timbers 1000 675 155 820 775 1,200,000 No.2 575 400 155 820 350 1000,000 RED P Select Structural Beams and 1050 625 130 440 725 1,1100,000 No.1 Stringers 875 450 130 440 600 1,100,000 N0.2 575 300 130 440 375 900,000 NLGA Select Structural Posts and 1000 675 130 440 775 1,100,000 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 Select Structural 5' x 5" 1400 950 145 650 1200 1,300,000 Select Structural OG 1100 750 145 420 900 1,000,000 No.1 & larger 1200 800 145 650 1050 1,300,000 RIS No.1 OG 95D 650 145 420 800 1,000,000 No.2 975 650 145 650 900 1,100,000 No.2 OG 750 400 145 420 650 1 900,000 SITKA SPRUCE Select Structural Beamsand 1200 675 140 435 825 1,300,000 No.I Stringers 1000 500140 435 675 1,300,D00 No.2 650 325 140 435 450 1,000,000 WCLIB Select Structural Posts and 1150 750 140 435 875 1,300,000 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 675 140 435 625 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 SeleciStructural Posts and 1150 750 140 435 875 1,300,000 No.1 Timbers 925 600 140 435 750 11300,000 No.2 550 350 1 140 43L.525 1.1n0 000 SOUTHERN PINE (Wet Service Conditions) 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.1 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 Stnuctural72 1750 1200 165 440 1100 1,600,000 Dense Structural 65 1600 1050 1 5 440 1000 1.§00.000 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,DOD NLGA Select Structural Posts and 1050 700 125 425 800 1,300,000 No.1 Timbers 850 55D 125 425 700 1,300,000 No.2 500 325 125 425 500 1,000,D00 AMERICAN FOREST & PAPER ASSOCIATION Table 4.1 Design Values for Poles Graded in Accordance with ASTM D3200 Design values in pounds per square inch (psi) Compression Compression perpendicular parallel Modulus of ff AMERICAN FOREST & PAPER ASSOCIATION Bending Shear to grain to grain Bearing Elastic' Species Fb F„ Fri Fe F9 E Pacific CoasiDouglas-Fir 1850 115 375 1000 1200 1,500,000 Jack Pine Lodgepole Phe 1350 85 240 700 875 1,080,000 Northern While Cedar Ponderosa rine 1300 SO 320 650 825 1,000,000 p Red Pine N Southern Pine 1700 105 320 9001125 1,400,000 Z Western Hemlock C = Western Larch 2050 120 375 1075 1125 1,460,000 a r Western RedCedar N Table 4.2 Design Values for Treated Round Timber Piles graded in Accordance with ASTM D25 {I inch Design values in pounds per square (psi) Fe Fb F„ Fe E Species Pacific Coast Douglas Fir' 1250 2450 115 230 1,500,000 Red Cake Red Pine -3900 1900 85 155 1,280,000 Southern Pine" 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 ¢own 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. ff AMERICAN FOREST & PAPER ASSOCIATION