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Beach Avenue 701 AF 12191 A ^B General B . Bond : Standard running bond with vertical joints -1 .02 Submittals: 1 .02 Submittals : ' . located at A. Design Computations :' Submit complete design computations for all center f units n alternate course below. A. Shop Drawings: Indicate all lumber sizes, grades, dimensions and A. Building Code : Standard Building Code g ' p g p ce er O i to .. •: aCt, e emenS1to review q antitles, and show all required framing and connect ion .datai ls.C Joints: Nominal -thickness,- 3 8 inch.fabration. gadand sealed by Professional Loads: ry Live, hoods: Engineer. H. Design Com utations ,1 : . D. Joint Reinforcing : B. Shop Drawings: Submit complete shop drawings for review prior to 1 . Show all loads and stresses, for record purposes, of each type br�cat on. 1 . Place reinforcement so that longitudinal wires are located over fa i and size of preassembled members. Roof: face shell mortar with minimum mortar cover of 5/8 inch on . . . exterior side of Tributary Area: C .• Grout : Submit grout mix for approval . walls a ch elsewhere. 2 . Signed and sealed by professional engineer registered in State of ll and 1/2 in cover h 2 . Provide in all mason walls at 16 inches on center verticall Florida. 0 to' 200 square feet 20 psf 1 •Q3 Materials : rY Y and in 2 successive joints above and below openings. 1 ,03 Lumber: 201 to 600 square feet 16 psf A. Portland Cement : ASTM C 150, Type I or III. over 600 square feet 12 psf 3 . Extend reinforcing at openings 24 inches beyond each side of B. A opening or to end of panel if distance is less .than 24 inches. Stress grade (S4S) Southern pine with grade determined by mane-� Floor 40 psf Aggregates : ASTM C 33. facturer as required for loading conditions. Balconies 60 psf C . Concrete : Minimum. strength .of 5 ,000 PSI at 28 days. 4 . Lap splices 12 inches. Walkways 80 psf Y 1 .04 Metal connections : ' Stairs 100 psf D. Reinforcing Steel : 5 . Install factory fabricated sections at wall and corner • intersections. A. . Plates : Galvanized sheet steel in accordance with ASTM A 446, 2 . Partitions 20 psf 1 . • Deformed billet steel : ASTM A 6l5 Grade 60grade A, Coating Designation G90 and manufactured with holes, + . plugs, teeth or prongs uniformly placed and formed . E. Vertical Reinforcing . 3 . Miscellaneous- 5 psf 2 . Wire fabric : Welded steel , ASTM A 185. - 4 . Wind Loads: (Basic wind speed 110. MPH) 1 . Position' reinforcing accurately. B. Shear or Gusset Plates and Split Rings : Conform. to ASTM A 36 . E . Prestressing Steel : Uncoated , stress-relieved strand , ASTM A 1 .05 Hardware: Height above ground : 416 , Grade 250 or 270. 2 . Form, splices by lapping bars not less than 24 diameters and wire � ,.04 Grouting : tying . A. Galvanized . 0 to 30 .feet 24 psf 3 . Maintain minimum clearance of 1/2 inch between reinforcing and B. Bolts : Fed . Spec . FF-B-584 .31 to, 50 feet 34 psf A. Clean spaces between keyways •and other spaces and fill with masonry. Shape Factors , per SBC grout. 4 . Hook vertical reinforcing into bond beams. C . Nuts: Fed . Spec . FF-N-836 . C . Foundations : B., Remove grout that may have seeped through below before hardened . D. Lag Screws and Lag Bolts : Fed . Spec . FF-B-561 . Foundations have been designed based on Recommendations for F. Grouting : 1 . g C.. Align adjacent units to minimize differential camber before E. Nails: Fad . Spec . FF N-105. . shallow foundation design and for site preparation/earthwork grouting . 1 . Align vertical cells of concrete masonry units to 'be filled with construction Leehateau, Atlantic Beach , Florida report No. 85-1091 " Tdated June 27 , 1985 , by Ellis & Associates, Inc. AllD• Embed reinforcing in grout in accordance with dings. grout to provide continuous unobstructed opening , 1 .06 Fabrication: raw recommendations therein must be followed . Any foundation con- 2 . Avoid obstructions in core that prevent proper rout fill ditions which differ from those described in the geotechnical p p p g Fabricate to dimensions indicated on drawings and in accordance E. Grout cares in accordance with drawings. investigation shall be reported immediately to the Structuralwith Truss Plate Institute (TPI ) design specifications. Engineer and the Geotechnical Engineer. 3 . Place grout in maximum 4 feet lifts. 1 .07 Erection: M onry 2 . Foundation. design is based on an allowable bearing capacity of G. Concrete Masonry Unit Lintels and Bond Beams: g as A. Install trusses as shown on drawings using indicated and/or 3 ,000 psf at a depth of 2 feet below finished grade . Final 1 . Form of lintel block having cells filled solidly with grout or approved method of attachment. footing bearing elevations may vary based on actual soil 1 .(01 SUBMITTALS concrete and provided with not less than two #5 reinforcing bars conditions . unless otherwise spawn an drawings. B. Perform lifting of trusses using designated lifting points. Concrete/Site-Cast Concrete Beams and Columns A. Certifications . Furnish manufacturer's certification that .. .Cast-. in-PlaceC / materials meet specification requirements. 2 . Lap reinforcing a minimum of 24 bar diameters at splices. 1 .01 Quality Assurance : Mix design of grout showing compliance with specified standards . 3 . Break bond beams and reinforcing at expansion joints. A. Criteria: Comply with American Concrete Institute (ACT ) .publi cations. ACI 301 Structural Concrete for B►iildin s and ACI ' 318 , 1 .02 Concrete Masonry Units: 4 .' Use special shaped concrete masonry units for bond beams and ' g Building Code 'Requirements for Reinforced Concrete, unless lintels . A. Aggregate: Normal weight. specified otherwise . j 5 . Lintels may be precast concrete, minimum depth of 8 inches. B. Size and Shape ; Modular units of nominal dimensions ( 8 inches by B. Inspection and Testing : All concrete work will be subject to i 16 inches face dimensions, ' width as shown on drawings ) including 6 . Build lintels straight and true with at least 8 inches of bearing inspection and testing . all special shapes and sizes required to complete work. each end . 1 .02 Submittals C . Type : Conform to ASTM C 90 , Grade N-T , 1500 PSI minimum 7 . Fill cells of units minimum of 2 courses below lintel bearing - � out.g - ith . r A. Concrete Mix Designs : Submit by concrete supplier in accordance. compressivestrength. w " with ASTM C 94 , ACI • 301 or ACI 318 , 1 .0.3 Mortar and Grout : B. Shop Drawings: A. Cements: Structural Steel 1 . Cast-in-Place Concrete: Submit shopdrawings for re f g : 1 . Portland : Conform to ASTM C 150 , Type 1 . 1 .01. Quality Assurance : y ! steel . Include placement drawings , bending diagrams, and grade of reinforcing . 2 . Masonry : Conform to ASTM C 91 . A. Criteria: 2 . Site-Cast Concrete Members : Submit shop drawings showing $. ' Lime : Hydrated , conform to ASTM C 207, Type "S. " 1 . Conform to requirements of American 'lnstitute of Steel Construe- dimensions, reinforcing steel. , and ,embedded ..items. � Aggregate: Conform to ASTM C 194, fineness modulus' 1 .8 to 2 . 2 . tion (RISC) "Specification for the Design, Fabrication and Erection of Structural Steel for Buildings" and "Cade of Standard 1 .03 Concrete: �, Admix: Cement dispersing and water repellent agent, conform to Practice ' " ' i• 'ASTM .0 "494 . A. Cement : Conforming to ASTM C 15.0, Type I , low alkali . {ii Conform to requirements. of American Welding Society (AWS ) D1 . 1 B. Aggregates : Normal weight conforming to ASTM C 33 . 1 .04 Accessories ; "Structural Welding Cade ." i C. Admixtures : Use in accordance with ASTM C 94 , and strict confor- A- Horizontal Joint Reinforcing : 3 . Conform to requirements of Research Council on Riveted and Bolted mance with manufacturer's instructions. { Structural Joints of the Engineering Foundation (RCRBSJ) , Fabricate from cold drawn wire, conforming to ASTM A 82 , galea- "Specification for Structural Joints using ASTM A 325 or A 490 I . Air Fntraining : Conform to ASTM C. 260. nixed conforming to ASTM A 116 , Class 3 . Bolts. " ` i 2 . Waver Reducing : Conform to ASTM C" 494 , Type "A" or "D. " Z . Longitudinal Wires : Deformed , 9 gauge or larger. 1 .02 Submittals : f 1 .04 Concrete Requirements: Cross Wires : Deformed. or smooth, 9 gauge or larger. Prior to fabrication submit complete shop drawings to Architect/ Engineer for approval . 28 day compressive .strength of 3 ,000 psi when tested according to 4 • Weld longitudinal wires at 16 inch intervals to continuous diago•- ASTM C 39 . , nial cross wire forming truss design. 1 ,03 Materials : 5 . • Width o£ Assembly: Two inches less than nominal wall thickness. A. Steel : , 1 .05 Formwork - Conform with ACI. 3470 B . 'Reinforcing Bars for Lintels , Bond Beams. and Vertical Cells : 1 . Structural Steel : Sections and plates ; conform to ASTM A 36 I Conform to ASTM A 615 , Grade 60. ' 2 . Steel Pipes : ASTM A 53 , Grade B or ASTM A 501 1 .06 Reinforcing : i 1 .05 Mortar and Grout : 60 dBars : Deformed billet steel conforming to ASTM A 615 , Grade , .. A. 3 . Steel Tubing : ASTM A 500 , Grade B unless otherwise shown on drawings. Piroportions : B . Accessories : I'I 1 . B. Welded Wire Fabric : Conform to ASTM A 185 . Mortar: Conform to ASTM C 270, Type "K" 1 . High Strength Bolts: ASTM A 325 with nuts conforming to ASTM A C . Fabrication and bar placement in accordance with ACI 315 . 2 . Girout : Conform to ASTM C 476 or provide 2500 PSI pea gravel 563 and hardened washers conforming to ASTM F 436 . concrete. Slump range of 6 inches to 8 inches. D. Place and secure by means of metal chairs, spacers, and/or ties 2 . Anchor Bolts : ASTM A 36 , ASTM A 307 to insure coverage . B. Miixi ng : 3 . Welding Electrodes : E 70 Series 1 .07 Vapor Barrier: 1 . DO) not mix greater quantity than can be used within 2 hours. C . Shop Paint : Rust inhibiting coating . Six -mil unplasticized polyethylene film. 2 . Retempering of mortar or grout in which cement has begun to set will not be permitted . ••' 1 .08 Structural Grouting Under Base Plates : 3 • Prefabricated Wood Trusses ,. 1-,I Water to replace loss due to evaporation may be added up to 2-1/2 - F�nr1 �,r 16 hoiurs after initial mixing . (7 F-' ass No. P one part portland cement, 2-1/2 parts sand that will screen, and sufficient water to produce grout that will stick 1 .0Quality1 Assurance . together, but not exude water. -1 .06 Installation: A. Manufacturer: Regularly engaged in design and fabrication of A. Mortar Beds : prefabricated wood trusses. AN- Precast Prestressed Concrete 1 . May with full mortar coverage on horizontal and vertical face B . Design: Design wood trusses for loading conditions indicated on 1 .01 Quality Assurance: shells . drawings and/or that required by applicable building codes with proper consideration of all dead and live loads , including uplift. Conform to requirements of ACI 318 and recommendations of Precast 2 . Provide full mortar coverage on horizontal and vertical face Concrete Institute (PCI) . shells and webs. in all cqurses of piers, columns,. and pilasters, Ln starting course on slabs, footings, and foundation walls , and . %where adjacent to cells or cavities to be reinforced and/Or f''illed with grout or concrete.` _ �:,• �,,.•• , ; '�' �, - � _ roe No. 70"120 THE HASKELL COMPANY Y LE CHATEAU CONDOMINIUMS JOSEPHARO P. PAWN BGENERAL NOTES . .. SHEET, STRUCTURAL ' GINE R 1 ARCHITECTS/ ENC.-� INEERS/ CONTRACTORS e �c. CHECICEE BY ATLANTIC BEACH, FLORIDA o• i1400,1 ' ' DATE ISSUE OR REVISION DATE; ISSUE OR REVISION / r N r ' AF 12191 A -B - - I NOTF, '- SGoUR WALL- RF-QU 19SM5NTS MAY VARY PSNPIN6 TLP INVF,5TI&ATION OP LXIe;T IN& eWOUR IFROTEGTION• 101-0 X51 .:O laSI -0 321 - 4 .---- I3'- 1_4 I21- 6 - 4 4 I21 - a I31 - 4 0-4 tj r e 1 = r �1 ___-..___� 1 I - F � - ►�A 404 I I I I 404 -t DPP. HAND I i STEP SoTToM of I I I I �TIrPT•foNl M I - - 1 I I al✓ SoouR wa,L-�- SoouR WALT. 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TYP _ , `o l4 �- IO'' LONG• LGA. � F F • SEE CIVIL DWG. - _._ _ Io � I-l.o - - �I �,_ ►� C O N S T R U G T l O N J T. { l�h@ L O ---1- I I.a5 CONT s E E PLAN a Q - po1�Et.To MATCH q- u v F;I T, Iz c — sAW CUT a. •» Wal•4 K-(:lµ�. h�E Pl,p JL NO. & SIZE SAME �' _ T, P�oS. 'ti•0�.'��-V 4 ca r.irc�o+L Jt, I 0 AS CONT, REINF. BTU �IC:E �I.b�► �LOGkoI�T . . A pp �,• 4� T 4 ?ioT. �'�� p•R.o�IND GotLaE, YI? SLAB JOIN T T DETAIL I � EDGE "OF SLAB . T .URN D0WN . do 21 2�A ,�,� �,� � 1. � �/ p► � 01� � � ��T � JOB NO. 70-120 THE HASKELL COMPANY � `:: g ;�, ',: `� • '' � D BY LE CHATEAU CONDOMINIUMS JOSEPH V, , : , RAWN SECTIONS & DETAILS STRUCTURAL E[ I E { i.�. ^ , f �U SHEET ENGINEERS/CONTRACTORS :.r . , 7, �:f :r CHECKED BY _ ATLANTIC BEACH, <, Io�85 PRM►T ISSu� ATLA FLOR A NO. Q,!4. /IZMG ! (�." `;� ; DATE ISSUE OR REVISION DATE ISSUE OR REVISIOk 1