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HomeMy WebLinkAboutAPPROVED DRAWINGS7ocuSign Envelope ID: 6E504FC6-AA4F-4F3D-A785-AE44FA1B85AF HC GENERAL NOTES 1. HOLES: Holes are by others unless otherwise indicated. Fields -cut holes thru the units may not cut prestressed strands without prior written approval from Pre -Cast Specialties LLC. Engineering Department. 2. VERTICAL RISERS: The general contractor shall insure that vertical risers, etc., do not interfere with placement of Hollow Core units. 3. HANDLING: Hollow Core units may not be lifted by inserting hooks, bars or other lifting devices into the voids, and may not be inverted. Hallow Core units must be lifted 1'-0" from the end only. 4. DIMENSIONS AND DETAILS: The customer and/or his agent will be responsible for all dimension and details taken from the contract drawings and shown hereon. PCs LLC. will not be responsible for any changes made after approval of these drawings. 5. ROOF UNITS: Slight vertical movement of precast concrete roof units is anticipated but can be reduced by proper insulation. PCS LLC. recommends a physical separation of the plaster at the intersection of non -bearing walls and ceilings. 6. CAMBER: Camber is an inherent condition in all prestressed flexural members and the general contractor shall make allowances for same. If additional thickness of topping is needed for leveling purposes, contact our engineering department for approval. Highest estimated camber at time of erection: __ 7. CONCRETE: Strength of concrete shall be a minimum of 6000 psi at 28 days. Structural topping where specified shall be of 4000 psi 28 day strength concrete, reinforced with 6 x 6 - 10/10 welded wire mesh. or fiber reinforced concrete. The thickness of such topping shall be a minimum of 2 inches at the center of the span and may vary due to camber or deflection from the center to the supports as required for a level surface. The topping pour and all materials required some are by others. 8. GROUTING: All joints between slabs shall be fully packed with a pourable grout consisting of 1 part Portland Cement to 3 parts clean sand. The grouted deck shall be allowed to cure before removing any leveling shores, cutting any holes or applying any further construction loads. THE OPERATION OF GROUTING THE HOLLOW CORE SLABS KEYWAYS MUST BE PERFORMED REGARDLESS OF ANY TOPPING BEING APPLIED TO HOLLOW CORE SLABS. 9. PRESTRESSED STRANDS: Strands to be 7 wire, 7/16" dia., tensioned to 21700 lbs. each for 6" planks. (7 wire, 1/2" dia., tensioned to 28900 lbs. for 8" & 10" planks). The number of strands are indicated by the first two digits following the letter HC or US in the designation. 10. TOLERANCES: Width Full Width Units t 1/4" Saw Cut Units t 1/2" Split Units t 1 1/2" 11. DESIGN LOADS: Length t 1" Thickness t 1/4- Deviation From Square t 1" CODE: 2017 FLORIDA BUILDING CODE ASCE 7-10 ACI 318-14 PCI MNL120-17 8TH ED. NOTE: NO LOADING SHOWN IN CONTRACT DRAWINGS ENGINEER TO CONFIRM LOADING BELOW DEAD LOADS: 6" U.S. SLABS 47psf 8" U.S. SLABS 62psf 2" TOPPING 25psf SDL (ROOMS) 35psf LIVE LOADS: ROOMS 40psf BALCONIES 80psf WIND UPLIFT: BALCONIES 60psf 12. Minor cracking (hairline and tension) will occur in precast/prestressed concrete created by shrinkage of concrete and temporary loads during production, transportation or erection Without being structurally detrimental to the units. These cracks have no structural significance and does not affect durability of these units. Cracking should not be cause for rejection, when properly repaired. 13. FIRE RESISTANCE: All Precast/Prestressed concrete products shown on these shop drawings have a maximum fire resistance of one (1) hour, unless indicated otherwise 14. All Precast/Prestressed concrete products shown on these shop drawings are structural quality, any rework/finishing necessary for final architectural appearance is by others. 15. TIE BEAMS: Tie beams must be true, level and free of knots. If precast perimeter beams or knockout blocks are used, they must be COMPLETELY FILLED. 16. ACCESS: General Contractor agrees to provide and maintain for the duration of precast installation, stabilized access, acceptable to PCS LLC. so trucks and cranes can move under their own power to various points of erection with no overhead obstruction. Customer accepts all liability for deliveries beyond the curb line, including all underground utilities and cost for loss of time. PCs LLC. reserves the right to stop deliveries and/or erection in the event such conditions are not provided. THIS SYMBOL INDICATES SAWCUT OR SPLIT EDGE OF HOLLOW CORE PLANKS, - WHERE STRUCTURAL TOPPING IS TO BE APPLIED, PLANKS ARE TO BE THOROUGHLY CLEANED AND PREPARED BY G.C. PRIOR TO TOPPING TO INSURE ADEQUATE BOND STRENGTH. - TIE BEAMS MUST BE TRUE, LEVEL AND FREE OF KNOTS. IF PRECAST PERIMETER BEAMS OR KNOCKOUT BLOCKS ARE USED, THEY MUST BE COMPLETELY FILLED. - ALL NON BEARING WALLS SHOULD BE HELD DOWN 1" UNTIL SLABS ARE SET AND GROUTED AND ALL DEAD LOADS ARE APPLIED TO THE SLABS BEFORE DRY PACKING THE GAP BETWEEN THE NON BEARING WALL AND THE SLAB. - Dowels must be placed in the beams in a manner to allow the proper bearing of our product as detailed in our different sections. Non compliance with this item may delay the erection of these product with additional cost to the General Contractor. - SAFETY REQUIREMENTS: ALL SAFETY RAILING AND HOLE PROTECTION VIA SECURED PLYWOOD ARE BY G.C. IMMEDIATELY AFTER PRECAST/ PRESTRESSED MATERIALS ARE INSTALLED. GROUTING WILL NOT TAKE PLACE UNTIL ALL HOLES & RAILING ARE IN PLACE BY G.C. - MINIMUM BEARING: 2" BEARING IS STRUCTURALLY ACCEPTABLE, GENERAL CONTRACTOR MUST ADD 2 #5 REBAR 03'-0" LONG WITH 6" HOOK AT EDGE POUR PER SLAB. BEARING LESS THAN 2" MUST BE APPROVED BY PCS LLC. ENGINEER. - SPLIT SLABS (NARROW DOWN): DUE TO MANUFACTURING & CONSTRUCTION TOLERANCES THERE MAY BE A GAPS BETWEEN SLABS AND OR WALLS. FIELD SPLIT SLABS WILL HAVE A ROUGH EDGE GAP, ALL GAPS SHALL BE FORMED AND POURED BY CONTRACTOR. CUTOUTS/NOTCHOUTS: TOLERANCE GAPS MAY OCCUR AROUND COLUMNS, BEAMS REBAR, PIPES, ETC. THESE GAPS SHALL BE FORMED AND POURED BY CONTRACTOR. HOLLOW CORE (US) SCHEDULE Design Mark Quantity Per Level Job Total Length (inches) Length (feet) Total Length (inches) Width (inches) Length Width Remarks Design Design g g Load Type 2nd 3rd 4th 5th 6th 7th Roof 65 65 65 65 65 65 8US-038 8US-038 8US-038 8US-038 8US-038 01 CO2 CO2A CO2B 03A 04A 1 1 1 1 1 _1 - - - - - - - - - - - - - - - - - 1 1 1 1 236.5 260.5 260.5 260.5 170.75 19.71 21.71 21.71 21.71 14.23 236.5 260.5 260.5 260.5 48 48 48 48 34.625 19'-8 1/2" 21'-81/2" 21'-81/2" 4'-0" - - C/O C/O 4'-0" 4'-0" 4'-0" 21'-81/2" 1 170.8 14'-2 3/4" 2'-10 5/8" SAWCUT&C/C 8US-038 - 1 94 7.83 94.0 34.625 7'-10" 2'-10 5/8" SAWCUT&C/C 65 65 65 65 8US-048 8US-038 8US-038 8US-038 8US-038 05 06A 07 07A C08 3 1 1 1 - - - - - - - - - - - - - 3 1 1 1 370.25 163.5 238.75 238.75 30.85 13.63 19.90 19.90 1110.8 163.5 238.8 238.8 262.8 48 25.75 48 33 30'-101/4" 13'-71/2" 19'-10 3/4" 19'-10 3/4" 4'-0" 2'-13/4" - SAWCUT&C/C 4'-0" 2'-9" - SAWCUT 65 1 - - - 1 262.75 21.90 48 21'-10 3/4" 4'-0" - 65 65 8US-038 8US-038 C08A C08B 1 1 4 2 1 2 1 1 1 2 1 3 1 6 1 1 3 1 1 - - 1 1 3 2 1 1 - - - - - - - - - - - - - - - - - -- - - 1 1 262.75 262.75 21.90 21.90 262.8 262.8 48 48 21'-10 3/4" 21'-10 3/4" 4'-0" 4'-0" C/O C/0 65 65 65 65 65 8US-038 8US-038 8US-038 8US-038 8US 038 8US-038 8US-038 6US-047 6US-047 6US-047 6US-047 6US 047 6US-047 6US-047 6US-047 6US-047 6US-047 - -- 0 - 6US-047 09 09A 10A 11 11A 12A 12B 31 31A 32 32A C33 C33A 34 C35 C35A C356 - --- 36 36A 37 37A 38 38A 51 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4 2 1 2 1 236 236 178.5 217 19.67 19.67 14.98 18.08 18.08 944.0 472.0 178.5 434.0 217.0 48 34.625 34.75 48 48 40.5 25.5 48 25.5 48 33 48 19'-8" 19'-8" 14'-10 1/2" - 4'-0"- 2'-10 5/8" - SAWCUT 2'-10 3/4" SAWCUT 18'-1" 18'-1" 4'-0" 4'-0" - C/O - - - - - - - - - - - 217 65 65 „ 100 100 100 100 1 1 2 1 3 1 6 1 1 3 1 1 - - 1 272.25 272.25 115 115 85.5 85.5 22.69 22.69 9.58 9.58 7.13 7.13 14.46 272.3 272.3 230.0 115.0 256.5 85.5 1041.0 22'-81/4" 22'-81/4" 9'-7" 9'-7" 7'-11/2" 7'-11/2" 14'-5 1/2" 3'-41/2" SAWCUT&C/C 2'-11/2" SAWCUT 4'-0" - 2'-11/2" 4'-0" SAWCUT 2'-9" SAWCUT 100 100 100 100 100 100 - - 173.5 4'-0" - - - - - -- - - - - - - - - 173.5 14.46 4.33 5.38 5.38 5.38 173.5 52.0 193.5 64.5 64,5 32.5 14'-51/2" 2'-81/2" SAWCUT - - - - - - --- - - 52 64.5 64.5 64.5 -- --- 198 48 48 33 33 - 48 4'-4" 5'-4 1/2" 5'-41/2" 5'-41/2" 4'-0" 4'-0" - - 2'-9" 2'-9" SAWCUT W SACUT&C/C 100 16.50 198.0 - -- 16'-6" 4'-0" - i 100 -- - 100 6US-047 6US-047 6US-047 6US-047 6US-047 8US-038 - - 1 3 198 235.75 16.50 19.65 198.0 707.3 471.5 73,0 73.0 946.0 38 48 27 48 33 48 16'-6" 19'-7 3/4" 3'-2" 4'-0" SAWCUT&C/C - 100 101 102 65 - 4 1 _ - - - - - - - _ - - - - - - - - 2 1 1 4 1 235.75 73 73 236.5 171 19.65 6.08 6.08 19.71 14.25 8.00 16.50 16.50 30.88 19.88 19.88 19.67 19.67 22.71 18.08 18.21 18.21 17.75 19'-7 3/4" 6-1" 6-1" 19-81/2" 2'-3" 4'-0" 2'-9" SAWCUT - SAWCUT 4'-0" - 65 8US-038 52A 171.0 96.0 198.0 198.0 34 48 48 38 48 48 48 14'-3" 2'-10" SAWCUT 65 65 65 65 65 65 BUS-038 8US-038 8US-038 8US-048 8US-038 8US-038 53A 54 54A 55 56 56A - - - - 1 1 1 3 4 1 5 1 - - - - - - - - - - - - - - 1 1 1 3 4 1 96 198 198 370.5 238.5 238.5 8'-0" 16-6" 16'-6" '-,101/2" 19'-101/2" 191-101/2" 4'-0" 4'-0" C/O - SAW , T&C/O 3'-2" 1111.5 9.tT "F 238.5 1180.0 236.0 272.5 868.0 437.0 655.5 213.0 0.0 4'-0" 4'-0" - - 4'-0" C/0 65 1 65 8US-038 8US-038 57 57A - - - - - - - 5 1 1 4 2 3 1 236 236 48 35 48 48 48 32.5 32.5 19'-8" 19'-8" 4'-0" - SAWCUT 2'-11" 65 65 65 8US-038 8US-038 6US-047 6US-047 6US-047 58A 59 81 81A 82A - - - 1 4 2 3 1 - - - - - - - 272.5 217 218.5 218.5 213 22'-81/2" 18'-1" 18'-2 1/2" 18'-21/2" 17'-9" 4'-0" 4'-0" C/O - 4'-0" - 65 2'-81/2" SAWCUT 65 2'-81/2" 0 SAWCUT 0 - - - - 0 1 0 0.00 0 1 0 TOTALS 1 56 1 33 1 0 1 0 0 0 1 0 1 89 1 18385 1 1532 MISCELLANEOUS MATERIALS SCHEDULE MARK NO. Description 2nd Level 3rd Level 4th Level 5th Level 6th Level 7th Level Roof Level Job Total REMARKS 1/8" x 3" x 47" M-A KOROLATH STRIPS 112 66 0 0 0 0 0 178 H.C. BEARING PAD #5 x 14" M B CANTILEVER PINS 19 0 0 0 0 0 0 19 FOR CANTILEVER ENDS ENGINEER: JAMES BUSH❑USE, INC. 1550 N, ANDREWS AVE, POMPANO BEACH, FL 33059 954.956.2203 ARCHITECT M,A, ULIKSUN & ASS❑CIATES INC. 1121 S,E, OCEAN BLVD, STUART, FL 34996 772,223.8227 0 APPROVED DRAWINGS ENGR. _ - - CHECKED DATE DESCRIPTION BY DRAWN - REVISIONS j B DATE SEAL `..............0,10/18/2018 PROJECT: ,,.�QN R• SP,Q ;`AGO ' GENs !LGsI * . No 49806 :� a 0o .Sig..eA by: DATE _ ��(, * = - ^. 'S7ATE'p CONSTRUCTION AND CRITICAL, SCHEDULING NOTES: A) PCSLLC MUST RECEIVE APPROVED OR APPROVED AS NOTED SHOP DRAWINGS IN ORDER TO RELEASE MATERIALS INTO PRODUCTION,THIS MEANS THAT ALL DIMENSIONS AND DETAILS HAVE BEEN CHECKED AND APPROVED B) MATERIALS WILL BE PRODUCED BASED ON APPROVED SHOP DRAWINGS. C) THESE FINAL DRAWINGS NEED TO BE UTLIZED DURING CONSTRUCTION SO THAT THERE WILL BE NO DISCREPANCIES BETWEEN CAST MATERIALS AND AS BUILT CONDITIONS. PULL /U7.=1I. /K CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTAACTDROFRECORO STRAND PATTERN 8US-048 di_ni. STRAND PATTERN 8US-038 STRAND PATTERN 6US-047 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS TNAT MAY BE NECESSARY IN ORDER To COMPLY WITH ALL APPLICABLE CODES. SCANNED St Cud aft* / fjOS a 31Y r ST. LUCIE COUNT BTTL.DP-r ^"" REVIENVED FO NCE REVIEWED B r DATE PLAINS ARID PER.'W'T MUST BE KEPT ON JOB O.i Nu INSPECTION 1V1LL DE MADE. 110.18.18 FOR CONSTRUCTION 11EC:EIV - OCT 30 2018 ST. Lucie County, Permitting LANDER RESIDENCE 4850 S. OCEAN Dr. FT. PIERCE FL. CONTR.: COASTAL CONSTRUCTION & DESIGN DATE ��,•� TEL.: (772)219-2180 7/31/18 Z70NA,1"' to% o EXPRESS ENGINEERING LLC FLORIDA CERTIFICATE OF AUTHORIZATION #2691 155 CRANES ROOST BLC STE 2050, ALTANONTE SPRINGS, R 327( Phone: 321.251.6305 Email: info®expresseng.cor APPROVED DATE ISHkE'rP.j)10. I WO#: - 1.0 _41�P-18-6454 S P PRE T E C I A L T I E 6 Pre -Cast Specialties, LLC 1380 N.E. 48th. St. Pompano Beach, FL. 33064 PHONE: (954) 781-4040 FAX: 954-781-1194 DocuSign Envelope ID: 6E504FC6-AA4F-4F3D-A785-AE44FA1B85AF 19'-0' 1'-0' ■ FRI ■ 'Jol t nonlimbo D�o■ NO LAP 7 �101 01 09 1 l CO2A 09 0 3 10 I 00 8, Cot '-0' 211' 09 co2B o9 8' 131-8' 13 X o 3 C08 0o �: cosB `� ❑ ��. , �-o 30'-2' 18'-10' �■ C.I.P. BY OTHERS 4' 0' 14'-2' ?'-4. r�e 10A 2' 2'-9• 11A 17 11 11 o(c i T/WALL OR T/BEAM ELEVATION= 10'-6" U.N.O. SECOND FLOOR 8" U.S. W/65 P.S.F. 6" U.S. W/100 P.S.F. FRAMING PLAN & 12" TOPPING & 2.5" TO 2" TOPPING SCALE: 1/4 =1 —0 6" U.S. W/100 P.S.F. ` 6" U.S. W/100 RS.F. 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Cu I 0 I N :tltl APPROVED DRAWINGS CONSTRUCTION AND CRITICAL. SCHEDULING NOTES - A) PCSLLC MUST RECEIVE APPROVED OR APPROVED AS NOTED SHOP DRAWINGS IN ORDER TO RELEASE MATERIALS INTO PRODUCTION,THIS MEANS THAT ALL DIMENSIONS AND DETAILS HAVE BEEN CHECKED AND APPROVED B) MATERIALS WILL BE PRODUCED BASED ON APPROVED SHOP DRAWINGS. C) THESE FINAL DRAWINGS NEED TO BE UTLIZED DURING CONSTRUCTION SO THAT THERE WILL BE NO DISCREPANCIES BETWEEN CAST MATERIALS AND AS BUILT CONDITIONS, ENGR. DATE ISEAL ,,,,,•..,,,,io/is/zois PROJECT: °r,64. �;ENPR/,�;C SF `� LADDER RESIDENCE * No 49806 DmuSigne l by' CHECKED DATE�*�e 4850 S. OCEAN Dr. Ft. PIERCE R. STA�4OR1D �:� x� DATE DESCREVRIPTION BY DRAWN /D �18 ' ,�sS��N/iL �G,; a J.B. ry 2q CONTR.: COASTAL CONSTRUCTION &DESIGN TEL.: (772)219-2180 1 10.18.18 FOR CONSTRUCTION PRE-CAST/PRESTRESS ENGR, JOHN P McGREW P.E. FLORIDA P.E. Ni 26641 APPROVED DATE SHEET40 10, WG#+ N - 2.0 �O P-18-6454 PRE [ 5 P E C t A L T f E S Pre —Cast Specialties, i 1380 N.E. 48th. St. Pompano Beach, FL. 3306 PHONEl_(954) 781-4040 fAX+ 954-781-1194 DocuSign Envelope 10: 6E504FC6-AA4F-4F3D-A785-AE44FA1B85AF OD I OD 1- 0 I 60 1-4 aD I OD THIRD FLOOR FRAMING PLAN SCALE: 1 4 =1 -0" 8" U.S. W/65 P.S.F & t2" TOPPING 6" U.S. W1100 P.S.F. & 2" TO 4" TOPPING MORMONISM cirri-r,# Win ENGR. _0 ■ Lai APPROVED DRAWINGS DATE II SEAL CHECKED - DATE - BY DRAWN DATE J.R 7/27/18 R. SP,Q ', '\.\GENy �� * Oxu$19TATE nsd.6 * L D040 oa858aCac1 �C/; PROJECT: CONSTRUCTION AND CRITICAL. SCHEDULING NOTES: A) PCSLLC MUST RECEIVE APPROVED OR APPROVED AS NOTED SHOP DRAWINGS IN ORDER TO RELEASE MATERIALS INTO PRODUCTION,THIS MEANS THAT ALL DIMENSIONS AND DETAILS HAVE BEEN CHECKED AND APPROVED B) MATERIALS WILL BE PRODUCED BASED ON APPROVED SHOP DRAWINGS. C) THESE FINAL DRAWINGS NEED TO BE UTLIZED DURING CONSTRUCTION SO THAT THERE WILL BE NO DISCREPANCIES BETWEEN CAST MATERIALS AND AS BUILT CONDITIONS, LANDER RESIDENCE 4850 S. OCEAN Dr. Ft. PIERCE FL. 10.18.18 FOR CONSTRUCTION PRE-CAST/PRESTRESS ENGR, JOHN P MCGREW P.E. FLORIDA P.E. NO: 26641 APPROVED DATEISHEET NO. IW❑#i I - 2.r�- I P-18-6454 PRE - �iT S P E C f A L T I E 5 Iw)� DESCRIPTION — REVISIONS — CONTR.: COASTAL CONSTRUCTION & DESIGN TEL.: (772)219-2180 Pre -Cast Specialties, LLC 1380 N.E. 48th. St. Pompano Beach, FL, 330 PHONE, (954) 781-4040 FAX, 954-781-1194 ocuSign Envelope ID.6E504FC6-AA4F-4F3D-A785-AE44FA1885AF Man TOPPING REINF. MINIMUM 4x4-W4xW4 1TOPPING REINF. 3 BAR CONT. AND NOTE TO ERECTOR: PLANK MUST BEAR ON CB-1, SEE STRUCT. DRWGS. MESH AT CANTILEVERED #5 REBAR W/3 HOOK.j SEE STRUCT. DRWGS. 4 BAR GROUTED IN OK TO TOUCH WALL AT CANTILEVER TOPPING REINF. SLABS DRILL & EPDXY MIN. 6 CORE, ONE PER PLANK. 2,-0, SEE STRUCT. DRWGS. HOOK BAR IN TOPPIN INTO B ONE PER PLANK (by G.C.) 5 BAR CAST IN BEAM AT TOPPING REINF. SEE STRUCTURAL DRAWINGS 7by PCS ERECTOR R4 B4R CONT. t2" TOPPING TOPPING REINF. SEE STRUCT. DRWGS. SEE STRUCT. DRWGS. MIN. 2" TOP G 4 -0 O.C., P4 BAR CONT. MIN. 2' TOP ING LS (BY C&rlj BY G.C.) (� G C) AND #4-x 1 -6 LG BAR SECONDARY POUR (by G.C. by G.C.) 6' U.S. (by G.C.) SECQNDARY POUR 4'-2 1 /2" TOPPING — — GROUTED K. CORE, ONE . - - �-- - - by G.C.) (BY G.C.) — .. TOPPING PER PLANK. (BY GC.) a .... y .. a (BY G.C.) _ • "' � MIN. 2" TOPPING 04 BAR CONT. • O 0 T. `; T/WALL ELEV. SECONDARY POUR MIN. 2' TOPPING 03 (BY G.C.) (BYE #4 BAR CAST IN TOPPING ' ' 6w �L . , i < . e'... 10'-6, (by G.C.) » a U.S. MIN. 2 TOPPII 4'-On O.C., AND 8 U.S. EDGE • . (by .- . ). -•- --r — 8" U.S. — — — BY G.C.) l3 BAR CONTINUOUS. T/WALL ELEV, T/BEAM ELEV, r r �• by G.C.) : ' LAP VARIES POUR 10'-2' 10'-2' .6• 3 1 2 f 3 4 BRG. q� 3" r _ _ -.- (�' CANTILEVER EDGE ... 6 U.S. G.C. 4'-g" w w - • POUR • . • .. LAP VARIES :. r O 0 3 BRG. CAST UV SEAM Ul/I 04 CAST 3 1 2 f 3 4 BRG. 8' MASONRY WALL 6• BAR CONT. AND n.. BAR CONT. IN 4' (BY 8w U.S. W/REINF. (by G.C.) 5 BAR GROUTED IN EACH KEYWAY ILL CELL DN (BBY GCJ '- !B CT�NION G.C.) CANTILEVER 8' U.S. IBARCO . M 3' SECTION $ L5AR FROM CELL DN !BY G:GJ 3 1 2"t 3 4" BRG. 6; 6' U.S. c 1' FROM TOP OF PLANK. CB- •+ ONE PER PLANK. 5 REBAR 11` 8" 1 SECTION (by G.C.) W/REINF. (BY G� d LINE INDICATE CB-1 - 8" MASONRY WALL W/REINF. (by G.C.) DRILL & EPDXY MIN. 6 #5 BAR CAST IN BEAM AT W/REINF. (BY G.C.) " • 8` MASONRY WALL " #5 BAR CAST IN BEAM AT BEYOND MUST ANCHOR INTO INTO BEAM ONE PER PLANK 4'-0" O.C., J4 BAR CONT. 3. O SCALE: 3/4 = 1 -0 1 -0 4'-0 O.C., #4 BAR CONT. WALL TO SUPPORT BEAM AND OKEYWAY AND #4 x 1 -6" LG BAR • z SECTION AND #4 x 1 -6' LG BAR CANTILEVER ;;.� (by PCS ERECTOR) GROUTED IN CORE, ONE • W/ EINF. (BY G.( GROUTED IN CORE, ONE PER PLANK. (BY GC.) d5 SAR FROM 3. o SCALE: 3/4 1 -0 PER PLANK. (BY GC.) BOND BEAM W/REINF. TOPPING REINF. (by G.C.) FILL CELL ON SEE STRUCT. DRWGS. TOPPING REINF. 4 S E C TIO NGrI HOOK BAR IN TOPPIN 1'-G" !BYE SEE STRUCT. DRWGS. SEE STRUCTURAL DRAWINGS MIN. 2" TOPPING HOOK BAR IN TOPPIN TOPPING REINF. 3 o SCALE: 3/4" 1'-0' (by G.C.) SEE STRUCTURAL DRAWINGS MIN. 2 TOPPING SEE STRUCT. DRWGS. TOPPING REINF. 5 S E C T I 0 N SECONDARY POUR (by G.C.) HOOK BAR IN TOPPIN 3 SECTION SCALE: 3/4' = 1'-0" (by G.C.) _ _._ SECONDARY POUR SEE STRUCTURAL DRAWINGS MIN. 2" TOP ING SCALE: 3/4' = 1'-Or TOPPING REINF. SEE STRUCT. DRWGS. 3. o (by G.C. 3• � SEE STRUCT. DRWGS. • (by G.C.) SECONDARY POUR SEE TOPPINGREINF. DRWGS. O 0 ; - (by G.C.) - - - GROUTING BUTT JOINTS GROUTING G C.) "'� JOINTS MIN. 2" TOPPING #4 BAR CAST IN TOPPING , • - �. (by G.C.) MIN. 2" TOPPING (by G.C.) 4'-0 O.C., AND 6 U.S. O 0 (by G.C.) _ . - — MIN. 2" TOPPING 3 BAR CONTINUOUS. BAR CAST IN BEAM AT 8" U.S. — ( Y by G.C.) LAP VARIES 4 -0 O.C. 14 BAR CONT. .. • 4 BARB CAST IN TOPPING • . b G.C.) AND �!4 x 1 -6 LG BAR 3 1 2 f 3 4 BRG. 4'-0 O.C., AND 6 U.S. GROUTED IN CORE, ONE3 BAR CONTINUOUS. • ' SECONDARY POUR--,,,.. by G.C.) LAP VARIES i 8 U.S. PER PLANK. (by G.C.) w 8 MASONRY WALL 8 U.S. W/REINF. (by G.C.) 8' MASONRY WALL 8' U.S. -.;:. 8' U.S. 5"t 3/4' BRG. 5`t 3/4" BRG. ILIW/REINF. (by G.C.) 8' MASONRY WALL W/REINF. (by G.C.) 3 t 1 2 BRG 3 f 1 2, 44 BAR CAST IN BEAM AT BRG. #4 HOOKED BAR CAST IN '-0" O.C., #3 BAR CONT. " " ' . CONTBEAM BEAM O 4-0O.0 & AND #4 x 1 -6LG BAR #4 HOOKED BAR CAST IN 3 1 2" a S E C TI0 N BEAM O 4'-Ow O.0 & by G.C.) AND #4 BAR HORIZONTAL IN GROUTED IN CORE, ONE s SECTION 7 SECTION CONT. BEAM w AND #4 BAR HORIZONTAL IN 1'-0" CORE, ONE PER PLANK. PER PLANK. (by G.C.) 3. o SCALE: 3/4" = 1'-0' 3. o r . w 3. SCALE: 3/4" = 1'-0' by G.C.) 8 CORE, ONE PER PLANK. (by G.C.) SCALE: 3/4 1 -0 (by G.C.) 5 BAR CAST IN BEAM AT 9 SECTION 10 SECTION 1 SECTION AND �14.C.•1 f 6 BAG CONBAR . SEE 8T ING R .0 SCALE: 3/4 DRWGS. 3" - 1'-0` 3. SCALE 1 3/4" = 1'-0" 3. o , _ ,- , SCALE: 3/4 1 0 GROUTED IN CORE, ONE TOPPING REINF. TOPPING REINF. PER PLANK. (BY GC.) SEE STRUCT. DRWGS. (by�G c.) SEE STRUCT. DRWGS. 4"-2 1/2` TOPPING SECON PO R (by G.C.) MIN. 2" TOPPING TOPPING REINF. TOP G a4 BAR CONT NDARY POUR by G.C. 6" U.S. t 3/4' BRG. (BY G.C.) (Bl• � SEC�by G.C.) (by G.C.) w4 BAR CAST IN TOPPING SEE STRUCT. DRWGS. POUR IN PLACE MIN Ir T �` SECONDARY POUR (BY '-OnO.C., CONTI D (BY G.C.) (� G.C.) OPPING MIN. 4`-2 1/2' TOPPING 6• (by G.C.) CONTINUOUS. — — (BY G.C.) ...... , EDGE BY G.C.) �MIN.(By G.C.) TOPPING — #4 BAR CAST IN BEAM AT 6' U.S. CANTI POUR a. : LEVE ( , 4'-0' O.C.. f3 BAR CONT. •. " _ AND #4 x 1 -6 LG BAR 3 t BRG. 8" G.C.) 45 BAR CASTIN B4 BAR COAAT T 6" U.S. a* U.S. GROUTED IN CORE, ONE , 3 1 2'f 3 4" BRG. 6 6w U.S. PER PLANK. (by G.C.) 5 REBAR, 3 BAR COOT. AND AND #4 x 1 -6" LG BAR 3 1 2 t 3/4" Bf DRILL &EPDXY MIN. 6' 4 BAR GROUTED IN GROUTED IN CORE, ONE 10 3 1 2"t 3 4' BRG. INTO B ONE PER PLANK CORE, ONE PER PLANK. PER PLANK. (by G.C.) CAST W/ SEAM W/1 04 BEAU PCS ERECTOR) (by G.C.) 8" MASONRY WALL BAR CONT. IN 4' 65 BAR FROI'4 W/REINF. (by G.C.) SECTION • FILL CELL ON (BY CvZJ (BY Cs.C- 8 MASONRY WALL CONC. BEAM W/REINF. (by G.C.) 1'-0" W/REINF. (BY G.C.) 13 SECTION 14 SECTION 1 z SECTION 3, o SCALE. 3/4' - 1'-O' 3 o SCALE: 3/4w = 1'-0" 3.O SCALE: 3/4" = TOPPING REINF. SEE STRUCT. DRWGS. GROUTING BUTT JOINTS (by G.C.) MIN. 2' TOPPING (by G.C.) R 1 6' U.S. :: 6" U.S. 5't 3/4" BRG. 5"t 3/4" BRG. #4 HOOKED BAR CAST IN CONT. BEAM BEAM O 4'-Or O.0 & by G.C.) AND #4 BAR HORIZONTAL IN CORE, ONE PER PLANK. (by G.C.) 17 SECTION 3. o SCALE: 3/4" = 1'-Ow #5 BAR CAST IN BEAM AT 4'-0- O.C., J14 BAR CONT. AND #4 x 1 -6" LG BAR TOPPING REINF. GROUTED IN CORE, ONE SEE STRUCT. DRWGS. PER PLANK. (BY GC.) MIN. 2' TOPG 04 BAR CONT. (BY G.C.) (SY CIC-) MIN. 2" TOPPING — — — (BY G.C.) 8" U.S. 3 1 2'* 3/4* BRG. 6. 6' U.S. • .. 3 1 2"t 3/4* BRG. `• CONC. BEAM W/REINF. (BY G.C.) A5 BAR FROM FILL CELL ON 1,-0. (BY cmc.) 1a SECTION 3. o SCALE: 3/4" = 1'-0' 5 BAR CAST IN BEAM AT 4'-0' 0 .C.,4 BAR CONT. AND #4 x 1 -6' LG BAR GROUTED IN CORE, ONE TOPPING REINF. PER PLANK. (BY GC.) SEE STRUCT. DRWGS. MIN. 2" TOP G 04 BAR CONT. (BY G.C.) (BY CIC.) MIN. 2" TOPPING (BY G.C.) 00 BRG. 6" U.S. •' LAP ... SEE PLAN CONC. BEAM W/REINF. (BY G.C.) 4b BAR (BY Cs.C.) 19 SECTION 3. o SCALE: 3/4' — 1'-0' 0000 Z 8 U.S. 8" U.S. LAP LAP VARIES 8' MASONRY WALL W/REINF. (BY G.C.) 15 SECTION 3. 0 SCALE: 3/4' — 1'-0` APPROVED DRAWINGS 8" U.S. 5 BAR CAST INqONE 3 1 2wt 3 4" BI 4'-0' O.C., f4 AND #4 x 1 -6" GROUTED IN CORPER PLANK. 8' MASONRY WALL W/REINF. (G.C.) 16 SECTION 3. o SCALE: 3/4' = 1'-0" CONSTRUCTION AND CRITICAL, SCHEDULING NOTES: A) PCSLLC MUST RECEIVE APPROVED OR APPROVED AS NOTED SHOP DRAWINGS IN ORDER TO RELEASE MATERIALS INTO PRODUCTION,THIS MEANS THAT ALL DIMENSIONS AND DETAILS HAVE BEEN CHECKED AND APPROVED B) MATERIALS WILL BE PRODUCED BASED ON APPROVED SHOP DRAWINGS. C) THESE FINAL DRAWINGS NEED TO BE UTLIZED DURING CONSTRUCTION SO THAT THERE WILL BE NO DISCREPANCIES BETWEEN CAST MATERIALS AND AS BUILT CONDITIONS. L7Cf'KLJS LNUINLLKING LLC FLORIDA CERTIFICATE OF AUTHORIZATION #269' 1155 IMIES ROOST IIM Slf 2050 A Y"T WRINGS H 397i Phone: 321.251. 301. 5 Email: info®expresseng.cor ENGR. DATE SEAL 10/18/2018 PROJECT: [7ROVED DATE S �lC WO#: �QN ...Sp19/4,e'I O .A ;?p5,. ��GENS�'•C�': - S.0 ��. P-18-6454 * : No 49806 :� 01 UNDER RESIDENCE Doc+519ne+M. P R E f.` A = T"" CHECKED DATE _ * 4850 OCEAN Dr. FT. PIERCE FL. uca�aoaesaecac.J a s S P E C I A L T I E S (OR1�, ��� x � DATE DESCRIPTION BY DRAWN DATE •"',F C� c m CONTR.: COASTAL CONSTRUCTION & DESIGN Pre —Cast Specialties, LLC — REVISIONS J B. 7/31/18 o w TEL.: (772)219-2180 1380 N.E. 48th. St. Pompano Beach, FL. 3306 PHONE: 954 781-4040 FAX: 954-781-119 1: 10.18.18 FOR CONSTRUCTION