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X mill EX 'IlIM, 'A\ Yo,\\1 4. 4� 4� m w u E " w 9 — u .2- :3 L' ::3 4- u Q) b.0 LLJ Ln '2 b.0 0 0 (D m Cl- m a) m V) C) –3 'A (ja STUCCO WALL INSTALLATION NOTE: GENERAL NOTES U) N E .0 C\1 0 INSTALLATION, CON �ROL/EXPAN SION JOINTS, AND WEEP HOLES FOR STUCCO WALL r- 00 1. The scope of these plars is limited to the structural requirements of this project.Architectural, CL `q SHOULD BE IN AGCORDINAGE WITH ASTI`11 G1003 STANDARD SPECIFICATION FOP, THF= 15 00 U E INSTALLATION OF LATHING AND FURRING TO RECEIVE INTERIOR AND EXTERIOR civil (site), electrical, mechanical (plumbing and HVAC), waterproofing, and flashing requirements rll� POF_TI__AND-CEI`-1ENT BASED PLASTER. LU .4, 0 are not addressed in these plans. C C _t(LA) that this work be performed in conformance 2. It is the intent of the Landscape Architer STUCCO FINISH AT TOP 5' PITCH FROM CENTER C Ito ,tion over this type of const to up n a: U_ with all requirements of the authorities havingiurisdir 0 '= OF WALL FOP, DRAINAGE PLANTER rur- 1 n arid occ a cy z Cd U 0 5 PITCH FROM CENTER FINISH 3. The contractor is responsible for the means and methods of construction. It is the contractor's ICU STUCCO FINISH AT TOP FOR DRAINAGE GRADE sole responsibility to determine the procedure, sequence, and temporary bracing as to Insure Ict ai� a5 5' PITCH FROM CENTER I" STUCCO FINISH OVER OF WALL FOR DRAINAGE H STUCCO DOWN 8" MIN. p the safety of the building and its component parts during construction. _J < -C WIRE MESH OR LAT 0 < BELOW FINISHED GRADE STUCCO FINISH AT 70P 4. The contractor shall verify all conditions and dimensions at thejob site prior to commencing work. LU Q) A OF WALL 5. The contractor shall supply, locate, and build into the work all inserts, anchors, angles, plates, 4< - a E '% a CU W orl �X, U_ L) < V) NO. 4 HORIZONTAL openings, sleeves, hargers, slab depressors, or other components cis may be required to attach 711 u 1" -STUCCO FIN15H OVER REBAR CED 10" O.C. and accommodate other work. < U X� I" STUCCO FINISH CONTINUOS 0 \ , E3 WIFE MESH OR LATH 0. All details and sections shown on the dravv!ngs cire intended to be typical and shall be V) = = I = 1= �Fl _�M =1 OVER WIRE MESH I =1 8x8xl(3 GMU construed to apply to anysimilar situation elsewhere in the work except where indicated otherwise. (S) 8x8xlG CMU OR LATH M (RUNNING BOND) W 7. Refer to the drawin - all structural details and sections. The can ac; (RUNNING BOND W 1"X#4 GRAVEL gs for tr tor shall contact z iL Xx(5x1(3 C'MU NO. 4- HORIZONTAL- BLAN<F-T, 12"THC< AT, U_ NO. 4 VERTICAL � > 0��e(� I the LA for clarification in cases of corflat between the these drawings and an d a 'a REBAR 0 10" O.C. NO. 4 VERTICAL SURROL)NE)WITH 0) (RUNNING BOND) -1 i�, y r wings LU REBAR 0 32" O.G. W 3" MULCH FILTER FABRIC ANE) 0 0 CONTINUOS REBAR CcD 32" O.C. & prepared by others prior to commencing work. IN T LAP AT THE TOP. co D NO. 4 VERTICAL PLANTER FILL 8. It is the owner's and/or contractor's responsibility to obtain a soils exploration report. The design of 1/2" FELT EXPANSION 00 BRING 01;,'AVF-L BEE) REBAR Cd) 32" O.C. the project structure assumes an allowable soil bearing capacity of 2 0 W a) U_ 2E 0 0 psf. The LA shall be W JOINT 12" TO WITHIN 12" OF THE STUCCO DOWN 8" MIN. T SOLID CORE-FILLED 0 FINISHE[) GRAC)E. -I BELOW FINISHED GRADE notified if soil conditions encountered difFer from the noted assumptions. All requirements for- site W 2: 0 C)AlIE7ER FLEXIBLE TL NO. 4 HORIZONTAL preparation and soil compaction specified in the soils report sholl be followed unless more LID .0 CONTINUOS WALL 3 - NO. 4 REBAR DRAIN PIPE WITH 3" X�` JI . 1) 1r stringent requirements are specified in these plans. I I DRAIN PIPE, REBAR Cc 3" O.C. NO. 4 REBAR CED 24" O.C. I PRE-WRAPPEID IN CONTINUOS 0 1 FINISH GRADE FJN 8H 5 LAB (AS IN E-G.) '0 FIL'7ER FABRIC. SLOPE HARDWARE AND ANCHORS lrl>� PIPE 1/4" PER FOOT To SOLID CORE-FILLED X/ [DRAIN BEYOND WALL. p, N FINISH GRADE 1.All fromin anchors and connectors shall be manufactured by Simpson Stron -TI te teel Z_ \X� g e, Uni d 5 LU 1</1X/X/1X/\11 I X X/\\X/�X/\'X/�' Products (USP), Engineer approved equal. X 0 2. All anchor bolts and threaded rods shall be in accordance with/ Tr-IA307or, TM LL, z z 4 1`6 AS zi �v C4 J x, F1554, Grade 36. z z X L--- 1_1 -=-=-A-- -- ---- 3. All metal connectors and hardware which are exposed to the exterior or in contact with AC(S� pressure treated lumber shall be Type 316 stainless steel or galvanized per ASTM A153, SOLID 0 Cf) GORE-FILLED Class G, or ASTM B605, Class 5o. WALL T< 4.Anchor adhesives shall be either Epoxy-Tie SET or Acryllc-Tie AT by Simpson Strong-Me (with 7� CL 3 - NO. 4 REBAR Florida Product Approval) and installed according to the manufacturer's instructions. Holes shall be CONCRETE FOOTING GONTINUOS X/1 <EY\VAY 24" 2', NO. 4 REBAR CLD 24" O.G. cleaned of all debris and brushed out prior to installation of anchor adhesive. NO. 4 REBAR 9 24" O.G. 3 ' NO. 4 REBAR CONCRETE FOOTING COMPACTED SUBGRADE 12" CONCRETE CONTINUOS COMPACTED SUBGRADE 00, 2-0' COMPACTED SUBGRADE .24" 1. All concrete work shall be in accordance with "Building Code Requirements for Structural Concrete," .00 --------------/I I ACI 318-08, and "Specification for Structural Concrete,"ACI 301. TYPICAL 8" FREESTANDING WALL SECTION TYPICAL 8" RETAINI G WALL SECTION TYPICAL 4" GARDEN WALL SECTION 2. All concrete shall have the following m1rilmum compressive strength at 28 days: < z SCALF:: SCALE: 1� Slabs on grade, footings, and misc. concrete: fc=2500psi SCALE: Structural slabs, walls, beanns and columns: fc=3000ps! PROVIDE EXPANSION JOINT AT EVER`*T' PROVIDE EXPANS ON JOINT AT EVERY Designated rador zores only- all concrete: fc=3000ps! 4' O.C. ALONG THE ENTIRE LENGTH OF 4' O.C. ALONG THE ENTIRE LENGTH OF PROVIDE EXPANSION JOINT AT EVERY 3. Cement shall conform to "Spealf cation for Portland Cement" (ASTM C150) THE POURED FOOTING AS PEP-A CITY 4' O.C. ALONG THE EN71RE LENGTH OF 4. Aggregate shall conform to "Specification for Concrete Aggregates" (ASTM C33) THE POURED F0071NG AS PEP,A CITY OF ATLANTIC, BEACH REC�UIREMENT THE POURED FOOTING AS PER A C17Y OF ATLANTIC, BEA-H IRE(S�UIREMENT F'At TIC'BEACH REaUREMENT 5. Water- shall be clean and free of lourfous amounts Of 011, acids, Olkalls, salts, organic material or LAN - other substances that are deleterious to concrete or steel reinforcement. UJ ro. Reinforcing steel shall be A37M A015 (�rade 40 unless otherwise rioted on the structural UJ drawings. All reinforcing details shall conlr6rm to "Details and [Detailing of Concrete Reinforcement," M ACI 315, unless detailed otherwise on the structural drawings. 8"' TIMBER PILE/POLE 7. Tolerances for foundation and slab alignment as well as placement of reinforcement shall be in CcD 70.G. 2x8 P.7. PINE CAP accordance with "Standard7olerances for Concrete Construction and Materials,"ACI 117. Footing or NOTE: -SEE PLAN FOP, NUMBER OF RISERS. 45- CHAI�FER slab edges may be up to 1/2" inside of the sill plate. < 8.All concrete slabs an grade sholl be the �Inic FINISH kness as indicated onthe drawings over minimum Omll. UJ GRAIDE polyethylene (visqueen) vapor barrier. Slabs shall be reinforced with exe \/V.4xl.4 WWF lopped 8" at PLANTER n edges and ends in conformance with/`�,STM-A 185, or fibermesh reinforcement shall be used with a 5' Pl7CH FROM CENTER FINISH minimum fiber length of 12" to 2" complyin g with AST�-1 C 1116. The dosage amount shall be 0.75 to FOP, DRAINAGE GRAIDE 1/2" EXP. STUCCO LL 1.5 pounds per cubic yard in accordance with manufacturer's recommendations. V, STUCCO FINISH AT TOP JOINT -Slabs an grade shall bear on structural fill which shall be clean sand free of debris and other 11/2" deleterious material. Structural fill shall be comported to a density of at least 35% of the OF WALL 4 Modified Proctor �,Ioximum Dry Density (ASTr-1 D1557). Fill shall be treated with termite poison yx>( x FINISH N( before slab is placed. ,)k- x1ro C'Mu RADE 10. Footings may bear upon undisturbed soil or- upon structural fill. Structural fill shall be compacted to a rlg� - . - I �_- - V�� *V :- 1,- , ' I I, - --- - ,Mil "(7 (RUNNING BOND) _Fl_W==1 I I== =1 I E71 I 1=1 I density Of at least 35F66 of the Modified Proctor Maximum [Dry Density (ASTM D1557)for a depth '4 < CY) NO. 4 VERTICAL SL OP 5'-0'UC�DESIGN of at least two feet (2-0") below the bottom of the footing. REBAR C5 32" O.C. =111-HHH, 1�3 Z, I `REV,,,GNS 7, 11. The following minimum concrete cover shall be provided for reinforcement.- LU CY) 3" MULCH I BUILDING PER SSUE 02/04 5 W 3" Concrete cost against arid permanently exposed to earth z PLANTER FILL LLJ 0 z THE X-C�CANTILEVERED TIMBER BULKHEAD DESIGN ASSUMES ME 2" Concrete exposed to earth or weather M LD TOP OF THE CONCRETE FOUNDATIONS OF MY ADJDNING BUILDINGS, > < NOTE:BATTER(TILT) ME A MINIMUM OF 2'-W BELOW GRADE AND A MINIMUM DISTANCE < OF PILE 2' NTO OF 10'-O�FROM ME FACE OF ME 2'18"VERTICAL SHEETING. 1 Y2` Concrete not exposea to e UJ STUCCO DOWN 8" 1`11N. EKS1ING/BACKnUU GRADE arth or weather LLJ Cy M LLJ U I= BELOW FINISHED GRADE OF WALL 2",B"PT SYP BACK11L 2 ROWS X 8'PT 7*BUTT DIAMETER 11'tr 12. All continuous reinforcing steel in concrete shall be Icip-spilced with the following minimum lengths: 0 MATERIAL REQUIRED 2'Z'�`CA < 0.40 Ala C. SHEETING VATTOR VARIM T*"Y"10.2 CANPILEVERED L 0 ELIE To SYP.NO.2'WALERS TIMBER MILE 0 5'-0"0 ilWN132 #4 bars: .21" minimum co [L W Top OF WALL SLU, F CS L-Li 1_- /LEVEL GRADE A. 0 T NO. 4 HORIZONTAL 0 REBAR CED 1(3" O.C. #5 bars: 26" minimum cl� M EXISTING LU - GRAM CL 0 #ra bars: 32" minimum 2 ROWS rx8"PT ITYP.NUZ CONTINUOS 9 WALER 0.40 AGO(7YP). 5'-0" WALL MOUNT S.- I �11��,g��,I; r.- z STAGGER JOINTS OF 3'.8' 13. Reinforcement in footings shall be bent around corners or corner- bars shall be used. z WAURS,JOINTS SHALL jg F 2'-0" ALIGN./7*0 PILE af SEAT 1" STUCCO FIN15H OCI25 , co < TOP SHELF SPA ONG 3 14. The contractor shall provide spacers, chairs, bolsters, etc., necessary to support reinforcin LO _J Y: `-0" MAX. CANTILEVERED TIMBER BULKHEAD SYSTEM LAYOUT a- '215 77_�7 �,// '1/ �-8'. OVER WIRE r E-SH g steel. 2'.8*.5'-0*PT SYP SCALE: < 0.2 0.40 ACO SHEETING V)� PAS NED M WAUDIS FIN15H GRADE Support items which bear on exposed concrete surfaces shall have ends which are plastic tipped or OR LATH it -/2 P-16d HOT DIPPED M GA VANIZED NAILS EACH�EET. 0 stainless steel. C VER INTERIOR FACE OF SH EIING NIM FILTER CLOTH L SMUCTURAt N07S MASONRY 12" V, 7"BUTT DIA.A 11'-0' DE ON LOAES IN ACCORDANCE MM REQUIREMENTS OF ME AMERICAN SOCIETY z < 4 SOLID PILE.0.60 ACO �2 z �3 1//,z / OF CIVIL ENDINEERS'MINIMUM DESIGN LOA,DS FOR BUILDINGS AND OTHER V)0 STRUCTURES'ASCE 7-10. 1: CORE-FILLED 0 5'-0'D.C. 2p..6'TIAASERLOCK ALL LUMBER.TIMBER.AND PILING SH�,U_BE PRESSURE TREATED IN ACCORDANCE F_ < SCREWS NTH AMPA STANDARDS C-2 AND C-4. ME PRESERVATIVES SHALL BE IN U 1.All masonry work shall be in accordance with "Building Code Requirements for Masonry Structures," ------ WALL ACCORDANCE MTH FEDERAL SPECIFICATIONS TTW-571J AND TM-536 AND AIMPA <D < I------ STANDARD P-S. Ld TV AG COMPACTED -SUBGRADE ALL BE AN D z:r- 1530-08, and Specifications for Masonry -Structures,"ACI 530.1-08 X \ C-E PEELE IN ACCORDANCE NTH ASND-25 < X/ ALL ROUND TIMBER PILES SH > WM CLEM WOOD STRENGM VALUE AS IN ASTIN D-2555, Q0 2. Grout shall conform to A57r-I C476 with minimum 28 day compressive stre th of 2 p pe Q0 TIMBER IUNG SHALL HAVE A 7'MINIMUM BUFT DIAMETER 0 W-O'D.C.AT ME D 0 Q� Y-O"CPANTILEVERED TIMBER BULKHEAD SYSTEMS.AS INUCATED. rig 000 s! M < �D BOTTOM OF PILE ALL PIUNG IN GROUND SHALL BE 0.60 ACQ. ALL 2*�'VERTICAL SHEET MATEMAL AS7-1 G1013. Grout shall be mixed to provide a slump between 8" to 11". _J �D NO. 4 REBAIR CcD 12" O.C. SHALL BE QGO ACQ. ALI_3".8.WALER MATEMAL SIIALL BE 0.40 ACQ cl� < MAMMAL.ALL 2'.W CAP MAMMAL SHALL BE 0.40 ACQ MATERIAL W -L E.W. ALL LU DER AND TIMBER SHALL BE SYP NO.2 ON BETTER.WITH AN ALLOWABLE M 0 3. Mortar shall conform to/4\57-1 C270 and be Type [-I or S. Type IN mortar may be used in < _J NO. 4 REBAR (Ld) 24" O.C. 3'-0" MAX. CANTILEVERED TIMBER BULKHEAD SYSTEM BENUNM Fb=12W pl.IN ACCORDANCE WTH SOUTHERN YEU.O.PINE < < STRESS SCAM INSPECGON BUREAU GRADING RULES. z NO. 4 REBAR -LO brick veneer. < ALL HARDWAME SHALL BE HOT DIPPED GALVANIZED BOLTS SHALL MEET -321�TYPE 1.AND HOT DIPPED CAL.IIED IN 0 0 TING ACCORDANCESHM ASTM A-153. - QUI CONCRETE FOO COMPACTED GRADED RE IREMENT OF ASTMI A 2 V)0 GO CONTINIJOS GRAVEL NUTS SHALL MEET THE REOUIREMENTS OF ASTU-563,GRADE ON,AND HOT DIPPED 4. The contractor sholl be responsible for the design and installation of all flashing. C N ALVANIZED ACCORDANCE AM ASTM A-153. 0 24" COMPACTED SUBGRADE ALL NAILS.WASHER%AND HARDWARE SHAU-BE HOT DIPPED GALVANIZED. C) < ALL FILTER FABRIC SHALL BE N.35 POLYPROPYLENE NONWOVEN GEOM"LE FABRIC LJJ F E ,R AS MANUFACTURED BY AC NV ONMENTAL.INC. IF ME FO<MNG EUEVA1IONS SH OCCUR IN A DISTURBED.OR UNSTABLE SUL. Of Concrete Masonr LLJ ME ENGINEER SHALL BE NOTIFIEQDM y (CM P) _D TEMPORARY BRACI PROVIDE ALL NO,SHORING.GUYING,OR OMER MEANS TO TYPICAL 4" GARDEN SEAT WALL SECTION SUPPORT STRUCITJRAL ELEMENTS IN PLACE DURING CONSTRUCTION. F- 1. Concrete masonry units (0,11-1) sholl be AST�'l C30-06B, Hollow Load-Bearing Concrete Masonry Project No.. VERIFY ALL DIMENSIONS NTH UVL/SJTE DRAWINGS, z TYPICAL STAIR SEC MESBULKHEOA'MSEYAZZ'I�ITGIND�' NIT HAV01a1D0UNRRCL OR SI�IWR�INS�101 ISLE FOR < ON TRUCTI N . H .,GUES.PR [S.0 E;FOR TH ACTS OR OMISSIONS CONTRACTOR.OR ANY OTH S Units, normal weight, with a minimum con�presslve strength of 1000 psi (fm=1500 psi). Drawn: PERSONS PERFORMING THIVWOTH MCHITEOMT' ER Designed: CONSIRUCT ME WORK IN E FA LURE OF ANY OF THEM To SCALF: SCALE: DESIGN ASSUMPTIONS ACCOKDANC'E`CWTH THE'C�TRACT OOCUMI 2.Ail continuous reinforcing steel in masonry shall be lop-spliced with the following minimum lengths: JIM JIM THE FOLLOWING OESGN INFORMATION WAS ASSUMED FOR ME ANALVSJS OF ME #4 bars: 20" minimum Checked: O.C.: n..M 3 PT.C=TIMBER BULKHEAD PROVIDE EXPANSION JOINT AT EVERY JIM JIM 11* P,- 40 PSF SLOPED BACKFILL #5 bars: 25" minimurr 4' O.G. ALONG THEE ENTIRE LENGTH OF . CF Pp 330 PSF NO SURCHARGE W'I Date: BSURCHAMOE LOADING FROM CONCRETE FOUNDATIONS OF ANY ADJOINING #0 bars: 30" minimum IJILDINGS SHALL BE A MINIMUM DISTANCE OF 10'-0'FROM ME FACE OF 02/0'472015 THE POURED F007-ING AS PER A CITY THE 2'.8"VERTICAL sHEETN0 OCTOBER 06, 2014 ME PRECEEDING DESIGN ASSUMPTIONS ARE BASED ON SUITABLE STRUCTURAL FILL OF ATLANTIC, BEACH REQUIRFI`-1ENT AND BACKfILL MATERIAL AM NO ORGANIC MATERIAL PRESENT ME STRUCTURAL El'�-066 3. Grout all cells containing vertical reinforcement in 5-0" maximum lifts. Scale: ENGINEER SHALL BE NOTIFIED IF UNSUITABLE SUL 15 ENCOUNTERED. -1 4. Provide cleanouts per ACI 530.1-08 in the bottom course of masonry when the wall height exceeds AS NOTED BH-1 Sh eet: X I' STUCC OVER WI1 5. Beam reinforcement shall be continuous across controljoints. Ll .0 i� j 11 GENERAL NOTES STUCCO WALL INSTALLATION NOTE: E 0 INSTALLATION, CONTROL/EXPAN51ONJOINTS, AND WEEP HOLES FOR 57UGGO WALL 1. The scope of these plans is limited to the structural requirements of this project. Architectural, 0. CR . SHOULD BE IN AGGORDINAGE WITH ASTr-1 G1003 STANDARD SPECIFICATION FOR THFr- T 00 a civil (site), electrical, mechanical (plumbing and HVAG), waterproofing, 0 li*,� INSTALLATION OF LATHING AND FURRING TO RECEIVE INTERIOR AND EXTERIOR and flash!ng requirements U � E LU 10, 0 PORTLAND-GEI`-1ENT BASED PLASTER. are riot addressed in these plans. 0 C 0) @ .onformance 2. It is the intent of the Landscape Architect (LA) that this work be performed in c STUCCO FIN15H AT TOP 5 PITCH FROM CENTER .2 a C0 0 -= FOR DRAINAGE PLANTER with all requirements of the authorities having jurisdiction over this type of construction and occupancy. -L = L2 OF WALL 5* PITCH FROM CENTER Z U a. 0 FIN13H 3. The contractor 1-9 responsible for the means and methods of construction. It is the contractor's 0 co STUCCO FIN15H AT TOP FOR DI;;2AINAGE GRADE sole responsibility to determine the procedure, sequence, and temporary bracing as to Insure 6 5* PITCH FROM CENTER I" STUCCO FINISH OVER STUCCO [DOWN 8" MIN. _J OF WALL the scifety of the building and its component parts during construction. FOR [DRAINAGE WRE MESH OR LATH BELOW FINISHED GRADE STUCCO FINISH AT TOP 4. The contractor shall verify all conditions and dimensions at theiab site prior to commencing work. OF WALL LU 5. The contractor shall supply, locate, and build into the work all inserts, anchors, angles, plates, 0_ E LL. CL Ca Lu NO. 4 HORIZONTAL fl openings, sleeves, hangers, slab depressions, or other- components cis may be required to attach _0 A U X. -X REBAR 0 10" O.G. an accommo ate at er work. co 1" STUCCO FINISH OVER, _J WIFE MESH OR LATH GONTINUOS 1" 5TUGG0 FINISH U 13 :Fl f-1 6. All details and sections shown on the drawings are intended to be typical and shall be V) OVER WIRE MESH ax8xl(3 GMU------\ �: K - (1) Bx8xie GMU OR LATH construed to apply to any similar situation elsewhere in the work except where indicated otherwise. W LL 0) (RUNNING BOND) (RUNNING BOND) 7. Refer to the drawings for all structural details and sections. The contractor shall contact Z W CZ 7 X#4 07PAVEL -^---x8x1r0 C-MU a_ BLAN<ET, 12"THIG< LL NO. 4 HORIZONTAL the LA for clarification in coses of conflict between the these drawings and any drawings 3" MULCH prepared by others pr-lor- to commencing work. :3 C\1 C\1 REBAR c�) 32" O.G. T REBAR La) 32" O.G. "�4 0 CO NO. 4 VERTICAL REBAR 0 10" O.G. > NO. 4 VERTICAL 6) (RUNNING BOND) co ----------------------- SURROUND WITH LIJ GONTINUO5 0 FIL7EIR FABRIC AND OT LAP AT THE TOP. NO. 4 VERTICAL PLANTER FILL 8. It is the owner's and/or contractor's responsibility to obtain a sails exploration report. The design of 1/2" FELT EXPANSION BRING GRAVEL BED REBAR 0 32" O.G. the project structure assumes an allowable soil bearing capacity of 2000 psf. The LA shall be X W JOINT -STUCCO DOWN 8" MIN. x, 12" TO WITHIN 12"OF THE SOLID GORE-FILLED FINISHED ORADE. BELOW FINISHED GRADE notified if soil conditions encountered dIfFer from the noted assumptions.All requirements for site Cc 3 - NO. 4 REBA 1: 0 WALL R DF-AIN PIPE W17H 3" preparation and soil compaction specified in the soils report shall be followed unless more GON71NUO5 NO. 4 HORIZONTAL in -1.1d W DIA"ETER FLEXIBLE 0 stringent requirements are -specified in these plans. C\1 DRAIN PIPE, W REBAR CP 10" O.G. CY) NO. 4 REBAR CP 24" O.G. CQ PRE-WRAPPED IN 2� GONTINUOS 0 1 I FIL7F_R FABFIC;. SLOPE FINISH GRADE FJN15H 5 LAB (AS F-G. Z� SOLID GORE-FILLED HARDWARE AND ANCHORS PIPE 1/4" PER FOOT TO WALL 600 v/ DRAIN BEYOND WALL. FINISH GRADE 1.All framing anchors and connectors shall be manufactured by Simpson Strong-Tie, United Steel V ZZ WW 1777-\77� x Products (USP), Engineer approved equal. W 2. All anchor bolts and threaded rods shall be in accordance with A5TM A307 or/,��STM `7 cz Z �x\ N \X F1554, Grade 36. C14 Z X\, Z /x cc I LL 3. All metal connectors and hardware which are exposed to the exterior or- in cant t wth A SOLID <1 C\4 0 N GORE-FILLED N ------ pressure treated lumber shall be Type 3 10 stainless steel or galvanized per ASTM A153, 4K < WALL Glass G, or ASTM 13635, Class 50. 0 4. Anchor adhesives shall be either Epoxy-Tie SET or Acrylic-Tie AT by Simpson Strong-Tie (with A 3 NO. 4 REBAR x/X - CONCRETE FOOTING Florldo Product Approval) and Installed according to the manufacturer's instructions. Holes shall be <E'r`WAY CONTINUOS 24" NO. 4 REBAR 0 24" O.G. cleaned of all debris and brushed out p !or to installation of anchor- adhesive. NO. 4 REBAR 0 24" O.G. 3 - NO. 4 REBAR CONCRETE FOOTING COMPACTED 5UBGPADE 12" GONTINUOS COMPACTED SUBGRADE CONCRETE 2-0 COMPACTED SUBGRADE 24" C) op 1. All concrete work shall be in accordance with "Building Code Requirements for Structural Goncrete," Ilk AGI 318-08, and "Specification for Structural Concrete,"AGI 301. 2. All concrete shall have the followin minimum compressive strength at 28 days: 0 TYPICAL 8" FREESTANDING WALL SECTION- TYPICAL 8" RETAINING WALL SECTION TYPICAL 4" GARDEN WALL SECTION 9 Slabs on grade, footings, 5GAl F: 1" SCALE: 1'-0" and misc. concrete: fc=2500ps! SCALE: 1'-0" Structural slabs, walls, beams and columns: fc=3000ps! PROVIDE EXPANSION JOINT AT EVERY PROVIDE EXPANSION JOINT/,n,,7 EVERY Designated radon zones only- all concrete: fc=3000ps! 4' G.G. ALONG THE ENTIRE LENGTH OF 4' O.C. ALONG THE E'sITIRE LENGTH OF PROVIDE EXPANSION JOINT AT EVERY 3. Gementshall conform to "Specification for Portland Cement" (A5Tr-1 C150) THE POURED FOOTING AS PER A GIT',r THE POURED FOOTING AS PER A CIT*,( 4' O.G.ALONG THE ENTIRE LENGTH OF 4. Aggregate shall conform to Specificaton for Concrete Aggregates" (ASTr-1 G33) OF ATLANTIC BEACH RECS�UIREMENT OF ATLANTIC BEAGH RE(S�UIREMEN7 THE POURED FOOTING AS PER A CITY 5. Water shall be clean and free of lnjurlous�'cimounts of oil, acids, alkalis, sait , a g I m terial or -OF ATLANTIC BEACH REaUIREMENT .6 r an c a other substances that are deleterious to concrete or steel reinforcement. UJ -einfor-cing steel shall be ASTM A015 (�;rade 40 unless otherwise noted on the structural F W drawings. All reinforcing details shall conform to "Details and Detalling of Concrete Reinforcement," AGI 315, unless detailed other-wise on the structural drawings. 8 TIMBER PILE/POLE 7. Tolerances for foundation and slab alignment as well as placement of reinforcement shall be, in CcD 70.G. 2x8 P.T. PINE CAP accordance with Staridard Tolerances for Concrete Construction and Materials,"AGI 117. Footing or NOTE: slab edges may be up to 1/2" inside of the sill plate. < SEE PLAN FOR NUMBER OF ;RSERS. 45* CHAMFER FINISH 8. All concrete slabs on grade shall be the �hlckness as indicated on the drawings over minimum emil. W GRADE polyethylene (visqueen) vapor barrier. Slabs shall be reinforced with OxG W`1.4x1.4 WWF lopped 8" at PLANTER 0 edges and ends in conformance with �NV AS7M-A 185, or flibermesh reinforcement shall be used with a 5' PITGH FROM CENTER FINISH minimum fiber length of 12" to 2" complying' with A5TM C 1110. The dosage amount shall be 0.75 to FOR DRAINAGE GRADE 1.5 pounds per cubic yord in accordance with manufacturer's recommendations. NX N�l 1/2" EXP. 5TUGGO WALL STUCCO FINISH AT 70P JOINT 3. Slabs an grade shall becir an structural fill which shall be clear sand free of debris and other OF WALL 1 1/2" W deleterious material. Structural fill shall be compacted to a density of at least 35910 of the T_ N Modified Proctor Maximum Dry Density (ASTI'll D1557). Fill shall be tre te with te mite pols 40] 2X(3 P.T. a d an 2 A FINISH before slab is placed. \>< 3 ;�EBAR, WHALERS 10. Footings may bear upon undisturbed soil or upon structural fill. Structural f 11 shall be compacted to a < JINNING BOND) - Il density of at least 35916 of the Modified Proctor- rlaximurn Dry Density (,A5TM D1557)for a depth 1",R V (R x10 GMU GRADE 2x8 P.T. '�4 (2' _R71GAL VERTICALS NO. 4 VF 12" WIDE of ot least two feet -C") below the bottom of the footing. W co OF �A 296 SLOPE NULAR. 11. The following minimum concrete cover shall be provided for reinforcement: 5 CN REBAR 0 32" O.G. MULCH Z] FILL Z W W 16-20" 3" Concrete cast against and permanently exposed to ear-th V) FINISH X/, Z & PLANTER FILL Z U-11 0 x,> 2" Concrete exposed to ear-th or weather LL_ 12", GRADE M < > > U.J t exposed to earth or weather LLJ X/,X/' 1 Y2" Concrete no STUCCO DOWN 8" MIN. y ]E LLJ 12.All continuous reinforcing steel in concrete shall be lop-spliced with the following minimum lengths: BELOW FINISHED GRADE z3 UJ < /Xy//< 0- U 0 W #4 bars: 21" minimum W NO. 4 HORIZONTAL 0 LLJ #5 bars: 20' minimum REBAR. 0 10' O.G. 0 77 X/1 #(3 bars: 32" minimum 00 xy� Z GONTINUOS WALL MOUNT -ound corners or corner bars shall be used. 00 < 13. Reinforcement in footings shall be bent or Z FINISH SEAT 1" STUGGO FINISH W Lr) _J 14. The contractor shall provide spacers, chairs, bolsters, etc., necessary to support reinforcing steel. GFADE OVER WIRE MESH C) Support items which bear an exposed concrete surfbces shall have ends which are plastic tipped or FINISH GRADE OR LATH x k stainless steel. DEADMAN x SEE 8" RETAINING WALL MASONRY 12" Lr) Z /S 4 SOLID DETAIL <x, �x I 7 < __J n GORE-FILLED 1. All masonry work shall be in accordance with "Building Code Requirements for Masonry -Structures," ---------- "/\\ I WALL X� COMPACTED SUBGRADE AGI 530-08, and Specifications for Masonry Structures,"AGI 530.1-08 AIDE X -m to Z (_0 2. Grout shall confor -\57tl C476 with minimum 28 day compressive stren th of 2000 A'� psi per < Q0 X ASTM C1013. Grout shall be mixed to Orovide a slump between 8" to 11". -0 > UNDISTURBED SUBGRADE 3. Mortar shall conform to ASTr-1 G270 and be Type M or S. Type N mortar- may be used in _J NO. 4 REBAR 0 24" O.0 E.W. LL_ L) brick veneer. < NO. 4 REBAR COMPACTED GRADED -:� 3 GONTINUOS CONCRETE FOOTING GRAVEL 12" 4. The contractor shall be responsible for the design and installation of all flashing. . . __J COMPACTED SUBGRADE 1/2" EXP. 0_1 . 24" Lj_ __J JOINT L_ L_ Concrete Masonry (CMU) Li 464 1. Concrete masonry units (GMU) shall be ASTM G-90-06B, Hollow Load-Bearing Concrete Masonry Project No.: TYPICAL 4" GARDEN SEAT WALL SECTION TYPICAL STAIR SECTION AT WALL Q_- Pac��L TYPICAL TIMBER BULKEAD Units, normal weight, with a minimum conr�presslve strength of 1300 psi (fm=1500 psi). Designed: Drown: SCALE: 1'-0" 2. All continuous reinforcing steel in masonry shall be lop-spliced with the following minimum lengths: im im SCALE: 1'-0" SCALE: #4 bars: 20" minimum Checked: 0.C.: i M i M PROVIDE EXPANSION JOINT AT EVERY #5 bars: 25" minimum 4' O.G. ALONG THEE ENTIRE LENGTH OF Date: #6 bars: 30" minimum THE POURED FOOTING AS PER A CITY OCTOBER 06, 2014 ,EI`-1ENT 3. Or-out all cells containing vertical reinforcement in 5-0" maximum lifts. OF ATLANTIC BEACH RE(S&JIP CONTRACTOR TO PROVIDE SHOP Scale: DRAWINGS FOR REVIEW 4. Provide cleanouts per AGI 530.1-08 in the bottom course of mosonry when the wall height exceeds AS NOTED Sh eet: X X \/ " X/'\'XXX 5. Beam reinforcement shall be continuous across controlioints. Li .0 < >. CDCM 17.75 15 +17.90 + ---+17.58 17.58+ SLOPE TO WALL TO MEET EX. GRADE................. FFE,1 7.90 17.30 3:1 6\ x TW 16.58 A!' PVCRPIPE TIED INTO BW 15.00'- ROOF DRAINS-SLOPE TO DRAIN.']N PERMEABLE 17 16 COURT AREA 15 14 Ln 0 PVC PIPE TIED INTO MEET EX. GRADE Oli x < ROOF DRAINS- SLOPE TO I/ DRAIN IN PERMEABLE x -r- COURT AREA 3:1 FFE 17.90 CD CN TW 16.58 3 RISERS 'j-* BW 15.58 TS 16.83 X 17.30 17.90 91; + -4-17. 5 17,25, TW 17.90 + _nfV 17.30 TW 16.83 BW 15.33 < BW 15.33 MEET EX. GRADE 17 4 14 MEET EX. GRADE TW 17.90 + -tTW A7.90 X C6V 16.53 �416.53 RIM 13.01 BW 15.33 IB.W lk5.65 1-: X 15.33+ 1 o +16.16 16 Zo ob TW 17 16 T-T TW 17.90 + _LBW 15.54 15.78 4 15.7 BW 15.33 BW 15J36- \-- MAINTAIN 1% SLOPE ��-4- 17.66 TW 15.50- MIN. INTO PROPERTY Tw BW 12.501, TO AVOID DRAINAGE BW 15.66t_2i C N1. --"' c�by FLOW INTO 00 ADJACENT PROPERTY >1 �o 5% > + W 17.(�\ TW 18-161 15 _MV 1 5,.6R -:-,-Tw 19-�00 W 15.66 15 x MEET EX. GRADE TW 16.83 TW 16.83 00 �--�- MAINTAIN 4'WIDE OF [+ BW 15.33 BW 15.33 00 t-� 13.75LH 0.5 %SLOPE FOR co� fn Lo (cy) GATE D? 4 14 C"j BW 13.56' CN M 14.00 TW 17.66 -1......................... BW 13.66 E3 MEET EX. GRADE x C) Lo 2v< 0 13 00 C) 7 /jo (Ni IP x c1q C3 C'� MEET EX. GRADE [kx MOQUIN RESIDENCE Grading Plan 12/7/14 Sheet 2 Jeff Macfarlan, Landscape Architect LA #6666813 00 00 0) —f 6f, ............ F15 A +11.00 C14 11.od:r 112 11.00 Tw�kolo +BW 11.00 BW 11. 0 -V ISERS -4- MEET EX. GRADE V1 5 7.75 T\6116.00 16.00 17.75 1 BW 1 .+BW 14.91 15.41 + MEET EX. GRADE SEE ARCH. DRAWINGS FOR GRADING IN AND AROU N D POOL AREA -3:1 CIS" 16 -12 PIPETIED INTO ROOF DRAINS- 16.16-fl SLOPE TO DRAIN IN 17.25 SAND AREA FFE 17.90 11 7.B3 + I LVC PIPE TIED MEET EX. GRADE INTO ROOF DRAINS- SLOPE TO DRAIN IN 16 SAND AREA ��GRADE F== TS 17.2,r I I BS 15.75,1\ /�5.1 04.90/10 FFE 17.90 13 RI,9 ERS FFE 17.90 MEET EX. GRADE MEET EX. GRADE 17 1733 _x 5f,z L7 17.8p 15 '�rl IVIOQUIN RESIDENCE 44�V�& Grading Plan 1_7 11.75 12/7/14 15 +17.90 + 17.58 17.58+ F F EE,17.9 0 SLOPE TO WALL TO MEET EX. GRADE Ly, C) 3:11 17.30 Sheet 1 TW 16-58 12" PVr�PIPE TIED INTO BW 15.00'- ROOF DMNS- SLOPE TO DRAIN, -IN PERMEABLE 17 COURT AREA 16 15 14 Jeff Macfarlan, Landscape Architect LA #6666813 00 C6 ------------ cy; i 1.00T-' +11.00 11.00 )o goo TW +BW 11.00 BW11. 0 ISERS MEET EX. GRADE 15 UT 16.00 16.00 17.75 +B 14.91 BW 15.41+ —MEET EX. GRADE SEE ARCH. DRAWINGS FOR GRADING IN AND AROUND POOL AREA X) x 3:1 CIS 16 '12>4PIPETIED 16.16-fl INTO ROOF DRAINS- x SLOPE TO DRAIN IN 17.25 SAND AREA FFE 17.90 11 7.B3 + PKPVC PIPE TIED MEET EX. GRADE INTO ROOF DRAINS- SLOPE TO DRAIN IN 16 SAND AREA ��GRADE TS 17.2,1: BS 15.75, 5.10 4.9% FFE 17.90 J 3 RISERS s- FFE 17.90 MEET EX. GRADE 17.113 17 (o X Z g7- MEET EX. GRADE 17J 15 IVIOQUIN RESIDENCE Grading Plan /17 1+1 17. X_ x 12/7/14 15 +17.90 +17.75 U-) ---+17.58 17,58+ x SLOPE TO WALL TO MEET EX. GRADE FFE,1 7.90 1--- 3:1 7. td� TW 16.58 12" PVC0PE TIED INTO x Sheet 1 BW 15.00'--/ ROOF DRAINS- SLOPE TO DRAIN, —IN PERMEABLE 14: 17 COURT AREA 16 15 14 Jeff Macfarlan, Landscape Architect LA #6666813 5'-0" O.C. DESIGN (REVISIONS B Y BUILDING PERMIT CCK ISSUE 02/04/15 m NOTE: THE S-0" CANTILEVERED TIMBER .BULKHEAD DESIGN ASSUMES THE _j a- TOP OF THE CONCRETE FOUNDATIONS OF ANY ADJOINING bUILDINGS, ARE A MINIMUM OF 2'-0" BELOW GRADE AND A MINIMUM OiSTA�CE NOTE: BATTER (TILT) TOP 2 OF 10'-0" FROM THE FACE OF THE 2"x8" VERTICAL SHEEtING. OF PILE 2"± INTO E 3ATT EXISTING/BACKFILL GRADE 2 ROWS 3"x8" PT 7" BUTT DIAMETER x W-10" 2"x8" x V-10" P.T. TOP OF WALL --\ 2"X8" PT SYP BACKFILL MATERIAL SYP. NO.2 WALERS P.T. SYP NO.2 CANTILEVERED SYP NO.2 VERTICAL ELEVATION VARIES, NO. 2 CAP AS REQUIRED TIMBER PILE @ 5'-0" O.C. SHEETING 0.40 ACQ 7— SLOPED GRADE -------------------------------- Z V) TOP OF WALL llfr TL E V - - ---------------------- -----------------------;7--,------- -EL .GRADE I < Vx A LLJ X\7 EXISTING D_ �D E Z Ld 0 xi GRADE Ld D _j < LL_ 0 E (D < 1 LJ C4 0 0 I y < > :,�Co r" u 0 51-0" < 0 (0 . I N 2 ROWS 3"x8" PT SYP. NO.2 51-01' TYP. 51-0)) < NO I a WALER 0.40 ACQ (TYP). uI`- < w r, E 0 -imo - 0) STAGGER JOINTS OF 3"x8" DO 7- N@ ry bj LLJ WALERS. JOINTS SHALL I-- u _j w LLJ Cn cn __j a- 00 2P-0)) ALIGN w/ 7"0 PILE 0 5; 0 0 00 TOP OF SHELF SHELF SPACING 12- Z 0 Z L-li 0 - S - 0 " MAX . CANTILEVERED TIMBER BULKHEAD SYSTEM LAYOUT 0 1-- N U) _j 7//777 7 SCAL 4 (f) V) < E 3/, V-0" 2"x8" x 5'-0" PT SYP 0 0 1 NO.2 0.40 ACQ SHEETING U FASTENED TO WALERS w/ 2 pcs-16d HOT DIPPED u Ld GALVANIZED NAILS EACH SHEET. _j 5-- ILI COVER INTERIOR FACE OF SHEETING WITH FILTER CLOTH Lli STRUCTURAL NOTES V) 0 -I DESIGN LOADS IN ACCORDANCE WITH REQUIREMENTS OF THE AMERICAN SOCIETY >- 7P co 7" BUTT DIA. x 11'-0" OF CIVIL ENGINEERS "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER 0 PILE, 0.60 ACQ FASTEN 3"x8" WALERS STRUCTURES", ASCE 7-10. @ 5'-0 0.C. TO 7" BUTT DIAMETER PILES ALL LUMBER, TIMBER, AND PILING SHALL BE PRESSURE TREATED IN ACCORDANCE w/ 2pcs 6" TIMBERLOCK SCREWS WITH AWPA STANDARDS C-2 AND C-14. THE PRESERVATIVES SHALL BE IN < ACCORDANCE WITH FEDERAL SPECIFICATIONS TTW-571J AND TTW-536 AND AWPA Li STANDARD P-5. ALL ROUND TIMBER PILES SHALL BE CLEAN PEELED IN ACCORDANCE WITH ASTMD-25 cr) -2555 WITH . CLEAR WOOD . STRENGTH VALUE -AS IN ASTM D v TIMBER PILING SHALL HAVE A 7" MINIMUM BUTT DIAMETER @ 5'-0" O.C. AT THE L,-J m u D 0 S-0" CANTILEVERED TIMBER BULKHEAD SYSTEMS, AS INDICATED. 0 _j LLj LLJ ALL PILING IN GROUND SHALL BE 0.60 ACQ. ALL 2"x8" VERTICAL SHEET MATERIAL > BOTTOM OF PILE SHALL BE 0.60 ACQ. ALL 3"x8" WALER MATERIAL SHALL BE 0.40 ACQ < lop MATERIAL. ALL 2"x8" CAP MATERIAL SHALL BE 0.40 ACQ MATERIAL. Lli V) LLI u = < ALL LUMBER AND TIMBER SHALL BE SYP NO. 2 OR BETTER, WITH AN ALLOWABLE < 0,- u L'i BENDING STRESS Fb = 1200 psi, IN ACCORDANCE WITH SOUTHERN YELLOW PINE < m S - 0 " MAX. CANTILEVERF-D TIMBER BULKHEAD SYSTEM INSPECTION BUREAU GRADING RULES. 0 z Lj 3 _j D m C) SCALE: /4" V_0" ALL HARDWARE SHALL BE HOT DIPPED GALVANIZED. BOLTS SHALL MEET REQUIREMENTS OF ASTM A-325, TYPE 1, AND HOT DIPPED GALVANIZED IN 0 C) 0 ACCORDANCE WITH ASTM A-153. C/) 00 Lc) < NUTS SHALL MEET THE REQUIREMENTS OF ASTM-563, GRADE DH, AND HOT DIPPED 0 GALVANIZED IN ACCORDANCE WITH ASTM A-153. < ALL NAILS, WASHERS, AND HARDWARE SHALL BE HOT DIPPED GALVANIZED. ALL FILTER FABRIC SHALL BE No. 35 POLYPROPYLENE NONWOVEN GEOTEXTILE FABRIC Lij _j AS MANUFACTURED BY ACF ENVIRONMENTAL, INC. 0:� LIJ LLJ IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, OR UNSTABLE SOIL, > THE ENGINEER SHALL BE NOTIFIED. LLJ < PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING, OR OTHER MEANS TO n SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. VERIFY ALL DIMENSIONS WITH CIVIL/SITE DRAWINGS. THE BULKHEAD SYSTEM ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE ARCHITECT, CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. DESIGN ASSUMPTIONS THE FOLLOWING DESIGN INFORMATION WAS ASSUMED FOR THE ANALYSIS OF THE CHRIST'OPHER C.KATHE TIMBER BULKHEADS: i FL P.E.36820 3 FT CANTILEVERED TIMBER BULKHEAD DESIGN r��CCK o 30' Pa 40 PSF SLOPED BACKFILL CHECKED w 110 PCF Pp 330 PSF NO SURCHARGE CCK V5P DATE SURCHARGE LOADING FROM CONCRETE FOUNDATIONS OF ANY ADJOINING 02/04/2015 BUILDINGS SHALL BE A MINIMUM DISTANCE OF 10'-0" FROM THE FACE OF P y SCALE THE 2"x8" VERTICAL SHEETING 3/4" = 11-01P JOB NO. THE PRECEEDING DESIGN ASSUMPTIONS ARE BASED ON SUITABLE STRUCTURAL FILL !=nm,._ El 5-006 AND BACKFILL MATERIAL WITH NO ORGANIC MATERIAL PRESENT. THE STRUCTURAL 1,6EVIE,WED FOP CODE'COAPLIAl N PC SHEET ENGINEER SHALL BE NOTIFIED IF UNSUITABLE SOIL IS ENCOUNTERED. Crl'-YOFATL�,vrm, S EE PF-'R M FVS F0 I D D rf'l 0 N L RE4DfflREAlrWFS Am-)CONDITIONS. REVIEWIDBY: -DAjE.:,�'/3_d0i 5- BH - 1 SHEET OF