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HomeMy WebLinkAboutREVISIONOFFICE USE ONLY: SCANNEI ►a l BSI (� � O DATE FILED: St. I:pUDf�� PERMIT#�% it D7- b REVISION FEE: 'I5• Cd RECEIPT# PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE RECEIVED FORT PIERCE, FL 34982.5652 (772) 462.1553 0 C T 15 118 8 APPLICATION FOR BUILDING PERMIT RE !pNt§,cie County, Permitting PROJECT INFORMATION LOCATION/SITE ADDRESS: DETAILED DESCRIPTION OF PROJECT REVISIONS: ly6Lz oca cok'I S1 01, CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: C lac U 13J 3% ST. LUCIE CO CERT. #: BUSINESS NAME: G9AbiAL CU VC-770 �tid s QUALIFIERS NAME: ZE0,1220 7f uc-C- 7 ADDRESS: z3s'� z3�¢Cy� w�97 CITY: JcA,1-6F-W PACH STATE: ZIP: PHONE (DAYTIME): 7 7 Z 2e,, n ?J) ` FAX: OWNER/BUILDER INFORMATION: NAME: 13 E TN D A/ F- ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME: FAX: ARCHITECT/ENGINEER INFORMATION: NAME: RuJ140 U :5, _ ADDRESS: CITY: STATE: suph PHONE (DAYTIMF,): '` i copy SLCCC:311 R �I I Revised 0616/30/17 u U.S. 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 Ilc 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 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 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 some. If additional thickness of topping is needed for leveling purposes, contact our engineering department for approval. Highest estimated camber at time of erection: 1/4 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. 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 same are by others. B. GROUTING: All joints between slabs shall be fully packed with a pourable grout consisting of 1 part Portland Cement to 3 parts clean sand (4000 P.S.I. ® 28 days). 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 Ibs, 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" Length t 1" Saw Cut Units t 1/2" Thickness t 1�4" Split Units t 1 1/2" Deviation From Square t 1 m I N 11. DESIGN LOADS: 2nd: 8" U.S. W/65 P.S.F. (L.L.= 40 P.S.F. + D.L.= 25 P.S.F.) 13 & t2" TOPPING 2nd: 6" U.S. W/100 P.S.F. (L.L.= 85 P.S.F. + D.L.= 15 P.S.F.) & 2" TO 4" TOPPING 2nd: 6" U.S. W/100 P.S.F. (L.L.= 85 P.S.F. + D.L.= 15 P.S.F.) & t2" TOPPING 3rd: 8" U.S. W/65 P.S.F. (L.L.= 40 P.S.F. + D.L.= 25 P.S.F.) & t2" TOPPING 3rd: 6" U.S. W/100 P.S.F. (L.L.= 85 P.S.F. + D.L.= 15 P.S.F.) & 2" TO 4" TOPPING 3rd: 6" U.S. W/100 P.S.F. (L.L.= 85 P.S.F. + D.L.= 15 P.S.F.) & 2" TO 3" TOPPING 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 0 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 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 reserves the right to stop deliveries and/or erection in the event such conditions are not provided. A 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 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,` 60A 0 I 0 rM u 0 00 V-0" 63B © 9/12/18 DATE N 0 CHANGES BY CUSTOMER COMMENTS DESCRIPTION - REVISIONS - ALLOWABLE LOADS HOLLOW CORE (US) SCHEDULE with topping no topping Rev. Mark Unit No. Req. 2nd. FL No. Req. 3rd. FL L(inches) L(FEET) total length W(inches Length Width Remarks 65 1A 8 US 48 1 0 274 22.83 274 27.5 22' 10" 2' 3 1/2" SAWCUT/SKEW 2A 8 US 48 1 0 322 26.83 322 48 26' 10" 4' 0" SKEW 3 8 US 48 3 0 327 27.25 981 48 27' 3" 4' 0" 3A 1 8 US 48 1 0 327 27.25 327 48 27' 3" 4' 0" W/C.O. 4 8 US 38 3 0 231 1 19.25 693 48 1 19' 3" 4' 0" ® 5A 8 US 38 1 0 260.5 21.71 260.5 45.5 21' 81/2" 3' 9 1/2" SAWCUT/W/C.O. © 5B 8 US 38 1 0 260,5 21.71 260.5 26 21' 81/2" 2' 2" SAWCUT ® 6A 8 US 38 2 0 103.5 8.63 207 33 8' 7 1/2" 2' 9" SAWCUT 7 8 US 38 1 0 94.5 7.88 94.5 48 7' 10 1/2" 4' 0" 7A 8 US 38 1 0 94.5 7.88 94.5 48 7' 10 1/2" 4' 0" W/C.O. 7B 1 8 US 38 2 0 94.5 7.88 189 30 7' 10 1/2" 2' 6" SAWCUT 8 8 US 38 1 0 90.5 7.54 90.5 48 7' 61/2" 4' O" 9 8 US 38 3 0 230.5 19.21 691.5 48 19' 2 1/2" 4' O" - 0 10 8 US 38 1 2 1 0 64.S 5.38 1 129 48 5' 41/2" 4' 0" © 10A 8 US 38 1 1 1 0 64,S 5.38 1 64.5 26 5' 41/2" 2' 2" SAWCUT 100 1 1 40 6 US 37 6 0 1 103 8.58 1 618 48 8' 7" 4' 0" 40A 6 US 37 1 0 103 8.58 103 26 8' 7" 2' 2" SAWCUT 41A 6 US 37 1 0 67.5 5.63 67.5 48 5' 7 1/2" 4' 0" SKEW 42 6 US 37 2 0 59 4.92 118 48 4' 11" 4' 0" 42A 6 US 37 1 0 59 4.92 59 21.5 4' 11" 1' 91/2" SAWCUT 65 60A 8 US 38 0 1 293.5 24.46 293.5 48 24' 5 1/2" 4' 0" SKEW 61 8 US 48 0 4 327 27.25 1308 48 27' 3" 4' 0" 61A 8 US 48 0 1 327 27.25 327 48 1 27' 3" 4' 0" W/C.O. 61B 8 US 48 0 1 327 27.25 327 48 27' 3" 4' 0" W/C.O. 61C 8 US 48 0 2 327 27.25 654 26 27' 3" 2' 2" SAWCUT 61D 8 US 48 0 1 327 1 27.25 327 48 27' 3" 4' 0" W/C.O. 62 8 US 38 0 3 231 1 19.25 693 48 19' 3" 4' 0" - 63A 8 US 38 0 1 170 1 14.17 170 26 14' 2" 2' 2" SAWCUT 63B 8 US 38 0 1 170 14.17 170 40 14' 2" 3' 4" SAWCUT/W/C.O. 64A 8 US 38 0 2 95 7.92 190 33 7' 11" 2' 9" SAWCUT 65 8 US 38 0 1 231 19.25 231 48 19' 3" 4' 0" 66A 8 US 38 0 1 63 5.25 63 48 5' 3" 4' 0" SKEW 67 8 US 38 0 2 103 8.58 206 48 8' 7" 4' 0" 67A 8 US 38 0 1 103 8.58 103 25.5 8' 7" 2' 1 1/2" SAWCUT 67B 8 US 38 0 1 103 8.58 103 32.5 8' 7" 2' 81/2" SAWCUT 100 80 1 6 US 37 0 2 103 8.58 206 48 8' 7" 4' 0" 80A 6 US 37 0 2 103 8.58 206 27 8' 7" 2' 3" SAWCUT 81 6 US 37 0 1 2 j S9 j 4.92 118 48 4' 11" 4' O" - 81A 6 US 37 0 1 !__1 4.92 59 24 4' 11" 2' 0" SAWCUT TOTAL 35 30 11398.5 949' 101/2" MISCELLANEOUS MATERIALS SCHEDULE No Required No Required REV. MK. No. MATERIAL 2nd. FLOOR 3rd. FLOOR REMARKS M-A 1/8"0'x47" KOROLATH STRIPS 70 60 H.C. BEARING _ BY `, `�l9s09g7TA �, �.,allye County �C10, IIN I'!%ft ST, LUCIE Cow 03 �1 qF 4; t'F REVI"ID FOR COBI�D 'G DrV7 Sro 'N D VI 1VjAND D CE 66A gRfESEP/aNs S ERXCNU 11 S BEEPT ON JuR0A0SF PECTION NVIf L BE MADE. OB d- CpMa�YWs 4'1 9 Op 7, rSO s RK fie, O ENGR. DATE CHECKED DATE M. R. 9/15/18 DRAWN DATE J. B. 7/30/18 No 2f3ra41 I w n ._ . To REVISED DRAWING DESTROY ALL OTHERS (APPROVED DRAWINGS PROJECT: ONEY RESIDENCE 4860 WATERSONG WAY, Ft PIERCE, FL CONTR.: COASTAL CONSTRUCTION & DESIGN TEL.: (772)219-2180 PRE-CAST/PRESTRESS RPRESSENGR. OI .4 41 APPROVED DATE SHEET N0. WO#: 09/O6/18 - 1.0 - P-18-6463 13 PHONE: -1194 OCT 15 2018 SECOND FLOOR FRAMING PT AN /�iaro 8" U.S. W/65 P.S.F & t2" TOPPING 6" U.S. W/100 P.S.F. & 2" to 4" TOPPING + + + + 6" U.S. W/100 P.S.F. + + + + + + + & t2" TOPPING 76'-8' © 9/12/18 Q 9/04/18 DATE CHANGES BY CUSTOMER COMMENTS CHANGES BY FIELD CONDITIONS DESCRIPTION REVISIONS ENGR. J.B 11CHECKED a M. R. MITI REVISED DRAINING DESTROY ALL OTHERSI APPROVED DRAWINGS 09 12 18 DATE jjS;UiL 11 PROJECT: ..tY111 �t1 iAaid�e. W-s ONEY RESIDENCE DATE = * A z* 4860 WATERSONG WAY, Ft. PIERCE, FL 9/15/18 TAftj DATEr°y,'�c CONTR.: COASTAL CONSTRUCTION & DESIGN 7/30/18 t TEL.: (772)219-2180 PRE-CAST/PRESTRESS ENGR, JOHN P McGREW P.E. FLORIDA P.E. NO: 26641 APPROVED DATE SHEET NO, WO#I 09/06/18 - 2.0 P-18-6463 8 P 3898 SE 12 Ll 498 54- 81-1194 0 OD (U tTHIRD FLOOR FRAMING PLAN 8" U.S. W/65 MY & t2" TOPPING 6" U.S. W/100 P.S.F. & 2" to 4" TOPPING Mm ❑0 DATE DESCRIPTION REVISIONS REVISED DRAWING DESTROY ALL OTHERS ,APPROVED DRAWINGS - 09 12 18 ENGR, DATE SE,;L \4 ,%+l+f+t+��, PROJECT: ♦t h 5 • }y i�l)t 4�`M1 �yT iX�4(SLy IJ{ 841 ONEY RESIDENCE • CHECKED DATE l (1' 4860 WATERSONG WAY fit. PIERCE, FL _ M.R. 9/15/18"� ' w` *f TA y: BY DRAWN DATE Y�'*-`4,qi,°,`:w`� CONTR.: COASTAL CONSTRUCTION & DESIGN J.B. 7/30/18 „�ttitts+�kt° t •,TEL.: (772)219-2180 PRE-CAST/PRESTRESS ENGR, JOHN P McGREW P.E. FLORIDA P.E. NO: 26641 APPROVED DATE SHEET 09/06/18 - 2.1 s p c Pre Ct"' 3898 SELVITZ DAD, PHONE, (954) 7 4040 PICRQ � FAX 9544 E 2 TO 3 TOPPING (BY G.C.) AO0 4'-0" O.C., AND 6" U.S. #3 BAR CONTINUOUS. (BY G.C.) LAP VARIES 8" MASONRY WALL W/REINF. (BY G.C.) 6 SECTION 3 0 SCALE: 3/4" = 1'-O" SECONDARY POUR (BY G.C.) #4 BAR CAST IN TOPPING 4'-0" O.C., AND #3 BAR CONTINUOUS. (BY G.C.) t2" TOPPING (BY G.C.) 8" U.S. LAP VARIES 8" MASONRY WALL W/REINF. (G.C.) 11 SECTION 4 jo SCALE: 3/4" = 1'-O" SECONDARY POUR (BY G.C.) N TOPPING SECONDARY POUR (BY G.C.) BAR CAST IN BEAM AT " O. C.,, #3 BAR CONT AND #4 x 1 -6" LG BAR GROUTED IN CORE, ONE PER PLANK.(BY G.C.) 2" TO 4" TOPPING t2" TOPPING (BY G.C.) BY G.C.) SECONDARY POUR T-. = (BY G.C.) • - _ - - - 00 n #4 BAR CAST IN TOPPING 6" U.S. 4'-0" O.C., AND 8" U.S. 3 1 2"t 3/4" BRG. (BY G.C.) LAP VARIES CONC. BEAM W/REINF. (BY G.C.) 1 SECTION 3 o SCALE: 3/4" = 1'-0" SECONDARY POUR (BY G.C.) #4 BAR CAST IN TOPPING 2" TO 4" TOPPING (BY G.C.) r• 00 #4 BAR CAST - 4'-0' O.C., AND 6" U.S. #3 BAR CONTINUOUS. (BY G.C.) LAP VARIES 8" MASONRY WALL W/REINF. (BY G.C.) i6 SECTION `0 SCALE: 3/4" = 1'-O" 2 SECTION SCALE: 3/4" = 1'-0" 4 0) GROUTING BUTT JOINTS (BY G.C.) f2" TOPPING (BY G.C.) �- J 0 8" U.S. —j 'e LAP VARIES #4 BAR CAST IN BEAM 04'-0" 0/C (BY G.C.) 8" MASONRY WI W/REINF. (G.C.) r SECTION 3, O SCALE: 3/4" = 1'-0" 4 BAR CONT. 2" TO 4"TOPPING El I BY G.C.) (BY G.C.) t2" TOPPING (BY G.C.) 00 — —� ° s ° 8" U.S. 6" U.S. LAP VARIES 3 1 2"t 3 4" BRG. CAST W/ BEAM W/1 #4 BAR CONT. IN 4" L SECTION (BY G.C.) GONG. W/REINF. (BY BEAM G.C.) #5 BAR CAST IN BEAM AT 4'-0" O.C., #4 BAR CONT. AND #4 x 1 -6" LG BAR STEP DOWN BEAM GROUTED IN CORE, ONE 4" (BY G.C.) PER PLANK. (BY GC.) 3 SECTION 3 0 SCALE: 3/4" = 1770" GROUTING BUTT JOINTS (BY G.C.) t2" TOPPING `(BY G.C.) 8" U.S.-/ a 8" U.S. 3"t 1 2" BRG. 3"t 1 2" BRG. #4 HOOKED BAR CAST IN BEAM 0 4'-0" O.0 & 8" MASONRY WALL AND #4 BAR HORIZONTAL IN W/REINF. (BY G.C.) CORE, ONE PER PLANK. (BY G.C.) 8 SECTION 3.0 SCALE: 3/4" = 1'-O" 4 BAR CONT. t2" TOPPING BY G.C.) (BY G.C.) t2" TOPPING (BY G.C.) 00 8" U.S;; u 8" U.S. 3 1/2"t 3/4" BRG. o ° LAP VARIES cs ° #4 BAR CAST IN BEAM AT 4'-0" O.C., #3 BAR CONT. CONC. BEAM , ° AND #4 x 1'-6' LG BAR W/REINF. (BY G.C.) GROUTED IN CORE, ONE (BY G.C.) PER PLANK. - 12 SECTION 3. o SCALE: 3/4" = 1'-0" GROUTING BUTT JOINTS (BY G.C.) t2" TOPPING 2" TO 3" TOPPING (BY G.C.) �� `(BY GC.) 8" 1 -� GAP VARIES 6" U.S. 3 1 2"t 3 4" STEP DOWN BEAM 4" (BY G.C.) 17 SECTION c).0 SCALE: 3/4" = 1'-0" GROUTING BUTT JOINTS (BY G.C.) t2" TOPPING (BY G.C.) 8 U.S. J LAP VARIES STEP DOWN BEAM 4° (BY G.C.) 4 SECTION 3.0 SCALE: 3/4" = 1'-0" NOT USED „ 4 BAR CONT. f2" TOPPING IBY G.C.) (BY G.C.) t2' TOPPING (BY G.C.) b °00 a 00 e 8" U.S. 6" U.S. ° LAP VARIES LAP VARIES ° ° CAST W/ BEAM W/1 #4 > ' : BAR CONT. IN 4" SECTION (BY G.C.) CONC. W/REINF. (BY BEAM G.C.) °^ b.'. : #5 BAR CAST IN BEAM AT 4'-0" O.C., #4 BAR CONT. AND #4 x 1 -6" LG BAR GROUTED IN CORE, ONE PER PLANK. (BY GC.) 13 SECTION 3.0 SCALE: 3/4" = 1770" �I 9 SECTION 0 SCALE: 3/4" = 1'10" DATE DESCRIPTION BY REVISIONS — f2" TOPPING (BY G.C.) SECONDARY POUR (BY G.C.) #4 BAR CAST IN TOPPING SECONDARY POUR (BY G.C.) #4 BAR CAST IN BEAM AT U.S. 4'-0" O.C., #3 BAR CONT. AND #4 x 1 -6" LG BAR 3/4" BRG. GROUTED IN CORE, ONE PER PLANK. (BY G.C.) f2" TOPPING (BY G.C.) 00 4'-0" O.C., AND A6" U.S. #3 BAR CONTINUOUS. (BY G.C.) LAP VARIES ENGR. DATE CHECKED DATE M. R. 9/15/18 DRAWN DATE J. B. 7/30/18 8" MASONRY WALL W/REINF. (BY G.C.) 14 SECTION 3J0 SCALE: 3/4" = 1'-0" yiyyyyy+raft 4'-4' P MQst't°'+i I PROJECT: t2" TOPPING (BY G.C.) \-- 8" U.S. 3 1 /2" t 3/4" BRG. 8" MASONRY WALL W/REINF. (BY G.C.) 5 SECTION ll-`�- 0 SCALE: 3/4" = 1'-O" NI[�Y1�11.`hh1) 10 SECTION 3.0 SCALE: 3/4" = 1'-0" SECONDARY POUR (BY G.C.) #4 BAR CAST IN BEAM AT 4'-0" O.C., #3 BAR CONT. AND #4 x 1 -6" LG BAR GROUTED IN CORE, ONE PER PLANK.(BY G.C.) t2" TOPPING (BY G.C.) •b • 6„ U.S. 3 1 2„t 3 4" : 15 SECTION 3.0 SCALE: 3/4" = 1; 0" ''' 0 9 / 12 / 18 PRE-CAST P/ RESTRESScGREW.P ENGR. JOHno P.E. N0: 26641 APPROVED DATE SHEET 09/06/18 - 3.0 - � `'�I? �Ip'-6463 ONEY RESIDENCE -71 4860 WATERSONG WAY, FT PIERCE, FL CONTR.: COASTAL CONSTRUCTION & DESIGN TEL.: (772)219-2180 s n Pre- 3898 SELVITZ PHONE: (954)