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Home My WebLink AboutBUILDING PLANSF- W D_ V CD ('') CD CD N CD M O CTI 3 U Q G✓ f- UI (U In .10 N r W ry O J Q Q u RJ if) 110 PQ \0 CD 0 o_ FIRE HYDRANT & VALVE MULLIGAN CIRCLE 26' I.E.E., U.E. & D.E. J' fj F9`SF��L4O F c�e ��'TT'r02 CG'Q6 POD 20B AT THE RESERVE, P.U.D. II - CASTLE PINES TRACT 2 / P.B. 39, PGS. 3 & 3A \ CARNOUSTIE PLACE 26' I.E.E., U.E. & D.E. \ UNPLATTED N89° 12' z 0 JF •� N 4S o T�'3 UNPLATTED -D w _____ PROP. m uE2 - -� i TRACT 3 0 1 /---- ff / R=57.00' to A=165° 16'23" - - - L=164.42' � � '---- \. e, PROP. TRACT 3 w J SHELL CART PATH a R7R -A7' I / TRACT 2 N 19041'28"E zoq 0. U/ r:�� 2.97' SAN. SERVICE \ TRACT 2 \ �� WATER SERVICE SAND SHOT WAY RADIAL o R=358.00' 26' I,E.E., U.E. & D.E. \N18"44'30 W ! A=51034'03" UPLPVPIZpN CB OG L=322.21' 3' PVC WITNESS POST QSWATER VALVE NON RADIAL & BLOW oFF N26°37'40"W 1 ° 94.95' TRACT 1 I 1 !1 0 ON CONC. AD ER 'Gn F.P.L. HAND HOLE BSi„11HOLE F.P.L. HAND HOLE- 2 STORY \ \ CONDOMINIUM (TYPICAL) Niq IFT STATION _J U.P.T. 4 EASEMENT / WENTWORTH LANE _ 24' I.E.E., U.E. & D.E. ,5 MULLIGAN CIRCLE 24' I.E.E., U.E. & D.E. 1 1 1 POD 20A AT THE RESERVE, P.U.D. II - CASTLE PINES 1 P.B.38, PGS. 23, 23A-23B WORLD CUP WAY 24' I.E.E., U.E. & D.E. - `N74053'24"E / 293.55' UNPLATTED Tf 02 N37°30'45"W 396.15' 1 -� oa O 103 --�- :✓ 9�A ti cokl�F t� 'A I I 1 U.P.T.-3 OLO 0423T�4I� 4OTFI 2" PVC POST FPL? MARKER RA N10°17�` RECREATION TRACT 15' P.D.E. J R=23.00' 0=54°54'01" L=22.04' SUBJECT PROPERTY 21.535 ACRES +/- LOW AREA �1 EAST -WEST 1/4 SECTION LINE SECTION 27 F.P.L. TRANSFORMER 1 - ON CONC. PAD HAND HOLE .P.L. HAND HOLE N06044'40"W P.O.B. S.E. CORNER OF POD 20A AT THE RESERVE, P.U.D. II -CASTLE PINES V) a w M w z it x D 0 V) m a z z 0 N z 0 w w LEGEND: a of 0 1 I I ll _� I I ' s w„ X_ 6101; -1_• BEING A PARCEL OF LAND LYING IN SECTIONS 26 AND 27, TOWNSHIP 36 SOUTH, RANGE 39 EAST, ST. LUCIE COUNT Y, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE SOUTHEAST CORNER OF THE PLAT OF POD 20A AT THE RESERVE, P.U.D. II - CASTLE PINES, RECORDED IN PLAT BOOK 38, PAGES 23, 23A AND 23B, PUBLIC RECORDS OF SAID ST. LUCIE COUNTY; THENCE NORTH 06026'49 WEST ALONG THE EASTERLY LINE OF SAID PLAT, A DISTANCE OF 93.57 FEET; THENCE NORTH 39033'34" WEST ALONG SAID EASTERLY LINE, A DISTANCE OF 56.95 FEET TO THE SOUTHWEST CORNER OF THE PLAT OF POD 206 AT THE RESERVE, P.U.D. II - CASTLE PINES, RECORDED IN PLAT BOOK 39, PAGES 3 AND 3A, PUBLIC RECORDS OF SAID ST. LUCIE COUNTY; THENCE TRAVERSING THE BOUNDARY OF SAID POD 208 BY THE FOLLOWING TEN (10) COURSES; 1. NORTH 65027'24" EAST, A DISTANCE OF 78.87 FEET; 2. NORTH 06°44'40" WEST, A DISTANCE OF 346.61 FEET; 3. NORTH 37'30'45" WEST, A DISTANCE OF 396.15 FEET; 4. NORTH 74653'24" EAST, A DISTANCE OF 293.55 FEET; 5. NORTH 26037'40" WEST, A DISTANCE OF 94.95 FEET TO A POINT OF NON RADIAL INTERSECTION WITH A CURVE CONCAVE TO THE NORTHWEST AND HAVING A RADIUS OF 358.00 FEET (THE RADIUS POINT OF SAID CURVE BEARS NORTH 18044'30" WEST FROM THIS POINT); 6. NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 51" 0 25 50 100 200 300 34'03", AN ARC DISTANCE OF 322.21 FEET TO A POINT OF TANGENCY WITH A LINE; 7. NORTH 19°41'28" EAST ALONG SAID LINE, A DISTANCE OF 2.97 FEET TO A POINT OF CUVATURE WITH A CURVE CONCAVE TO THE SOUTHEAST AND HAVING A RADIUS OF 23.00 FEET; 8. NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 54° SCALE: 1" = 100' 54'01", AN ARC DISTANCE OF 22.04 FEET TO A POINT OF REVERSE CURVATURE WITH A CURVE CONCAVE TO THE WEST AND HAVING A RADIUS OF 57.00 FEET; 9. NORTHEASTERLY, NORTHERLY AND NORTHWESTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 165°16'23", AN ARC DISTANCE OF 164.42 FEET TO A POINT OF RADIAL INTERSECTION WITH A LINE; 10. NORTH 00640'54" WEST ALONG SAID LINE, A DISTANCE OF 142.63 FEET; THENCE NORTH 89612'40" EAST DEPARTING SAID BOUNDARY, A DISTANCE OF 575.37 FEET TO A POINT OF INTERSECTION WITH THE WEST RIGHT-OF-WAY LINE OF FUTURE COMMERCE CENTRE DRIVE; THENCE TRAVERSING SAID FUTURE WEST RIGHT-OF-WAY LINE BY THE FOLLOWING TWO (2) COURSES; 1. SOUTH 00°00'40" WES f, A DISTANCE OF 553.08 FEET TO A POINT OF CURVATURE WITH A CURVE CONCAVE TO THE NORTHWEST AND HAVING A RADIUS OF 950.00 FEET; 2. SOUTHWESTERLY At-ONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 79° 41-23", AN ARC DISTANCE OF 1321.30 FEET TO THE POINT OF BEGINNING (THE RADIUS POINT OF SAID CURVE BEARS NORTH 10617'57" WEST FROM THIS POINT). CONTAINING 21.535 ACRES, MORE OR LESS. A = DELTA ANGLE L = ARC LENGTH B.E. = BRIDLE PATH EASEMENT B.M. = BENCH MARK BS = BELLSOUTH TELEPHONE CATV = CABLE TV C.B. = CATCH BASIN C.B.S. = CONCRETE BLOCK & STUCCO 1� = CENTERLINE C.M. = CONCRETE MONUMENT CONC. = CONCRETE COV. = COVERED D.E. = ORAINAGE EASEMENT ELEV. = ELEVATION E.O.P. = EDGE OF PAVEMENT E.O.W. = EDGE OF WATER F.F. = FINISHED FLOOR FND. = FOUND F.P.L. = FLORIDA POWER & LIGHT I.E.E. = INGRESS/EGRESS EASEMENT IQ = QUALITY IRRIGATION M.H. = MANHOLE MEAS. = MEASURED MON. = MONUMENT N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM O.R.B. = OFFICIAL RECORD BOOK O/S = OFFSET P.B. = PLAT BOOK P.C. = POINT OF CURVATURE P.C.P. = PERMANENT CONTROL POINT P.D.E. = PRIVATE DRAINAGE EASEMENT P.K. = PARKER KALON NAIL P.O.B. = POINT OF BEGINNING SEE SHEET 2 OF 2 FOR DETAILS OF PROPOSED BUILDINGS rk I 10. C . P.P. = POWER POLE P.R.M. = PERMANENT REFERENCE MONUMENT PROP. = PROPOSED P.T. = POINT OF TANGENCY R = RADIUS RAD, = RADIAL RES. = RESIDENCE R/W = RIGHT-OF-WAY SAN. = SANITARY S.F. = SQUARE FEET T.O.B. = TOP OF BANK TYP. = TYPICAL U/C = UNDER CONSTRUCTION U.E. = UTILITY EASEMENT = FOUND P-K NAIL AND DISK (PCP 3864) = FOUND 4"X4" C.M. & DISK (PRM LNW LB 6674) ® = FOUND 4"X4" C.M. BROKEN & REPLACED WITH SET 4" DIAMETER C.M. & DISK (PRM LB 6674) OO = SET 4" DIAMETER C.M. & DISK (PRM LB 6674) Q = SET P-K NAIL WITH DISK (PRM LB 6674) pd = WATER VALVE QS = SANITARY MANHOLE o = YARD DRAIN A = BELLSOUTH PEDESTAL = FIRE HYDRANT = ASPHALT PAVEMENT 0 = CONCRETE = EXISTING ELEVATION IN FEET SURVEYOR'S NOTES_ 1. THIS SURVEY IS PREPARED FOR RES€RVE HOMES, LTD. AND IS NOT ASSIGNABLE. 2. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHTS -OF -WAY OF RECORD BY THIS OFFICE. 3. VISIBLE ENCROACHMENTS ARE AS S14OWN, 4. DESCRIPTION FURNISHED BY CLIENT. 5. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 6. THIS SKETCH IS THE PROPERTY OF I AWSON, NOBLE & WEBB, INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT THE PERMISSION OF LAWSON, NOBLE & WEBB, INC. INC., IN WRITING. 7. BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF THE PLAT OF POD 20B AT THE RESERVE, P.U.D. II - CASTLE PINES WHICH BEARS N06044'40" W AS SHOWN ON SAID PLAT AND ALL BEARINGS ARE RELATIVE THERETO. B. ALL DIMENSIONS RELATING TO THE BOUNDARY AND ITS LOCATION, ARE MEASURED AND ARE THE SAME AS PLAT/DEED DIMENSIONS UNLESS OTHERWISE NOTED. 9. ELEVATIONS SHOWN HEREON ARE BASED ON N.G.V.D. ADJUSTMENT OF 1929. 10, LANDS SHOWN HEREON LIE WITHIN ZONE "X" ACCORDING TO THE FLOOD INSURANCE RATE MAP PANEL NO. 120285-0275F, DATED AUGUST 19, 1991. 11. BASE BENCHMARK: F.C.E. 1420 - CORPS ENGINEERS BRONZE DISK SET IN TOP OF A 5-INCH ROUND POST 5.0 FEET WEST OF C-24 CANAL RIGHT-OF-WAY, 1200 FEET +/-, NORTHWEST OF THE FLORIDA EAST COAST RAILWAY RIGHT-OF-WAY SECTION 29. TOWNSHIP 36 SOUTH RANGE 39 EAST, 136.5 FEET SOUTHEAST OF POWER POLE NO. 57. ELEVATION = 22.59 12. DATE OF FIELD SURVEY: FEBRUARY 24, 2003 CERTIFICATION: IMPROVEMENTS, IF ANY, ARE AS LOCATED. NOT VALID WITHOUT THE SeIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND4APPER. i fZ��-b3 GAR BURFORD,PROFESSIONAL SURVEYOR AND MAPPER y FLORIDA REGISTRATION NO. 4951 J III . C L'1uu N; J �o Q 0�0 N o �_ m 1 1 0 U.O 1 1 0. 0. V J W I a W (n z 0 w I O 0 II LLJN (n o I N LL1 0 Cr I m LI_ U U N Q- " C� O N LL_ 0 IN m o 0 E8 3432 I LB 6874 Ixco U O O C • � T K) = f0 • �w -oo cO • � • Io N a o J_ V • n E J (A • rr.V� o N (2 }i • z 0z=O° 6N t r` IL 6 (nco 0IL o • Z �nr o O co m 0) • U . m ®w m w oo E otico Cow d a OD • z , - ZCD 0) �w cp `v z 0^ Ol c0 • J w , 9 FILE I BS 6652 SHEET 10F 2 2411col c 0 5 15 30 60 90 SCALE: 1" = 30' O X o 00 ._4 R=57.00' ' SURV YOR'S NOTES: °�=101i8'6" 1. THIS SURVEY IS PREPARED FOR RESERVE HOMES, LTD. AND IS NOT ASSIGNABLE. 2. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHTS -OF -WAY OF RECORD BY THIS OFFICE. 3. VISIBLE ENCROACHMENTS ARE AS SHOWN. 4. DESC;RIPTION FURNISHED BY CLIENT. 5. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 6. THIS SKETCH IS THE PROPERTY OF LAWSON, NOBLE & WEBB, INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT THE PERMISSION OF LAWSON, NOBLE & WEBB, INC. INC., IN WRITING. 7. BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF THE PLAT OF POD 20B AT THE RESERVE, P.U.D. II - CASTLE PINES WHICH BEARS N06°44'40" W AS SHOWN ON SAID PLAT AND ALL BEARINGS ARE RELATIVE THERETO. 8. ALL DIMENSIONS RELATING TO THE BOUNDARY AND ITS LOCATION, ARE MEASURED AND ARE THE SAME AS PLAT/DEED DIMENSIONS UNLESS OTHERWISE NOTED. 9. ELEVATIONS SHOWN HEREON ARE BASED ON N.G.V.D. ADJUSTMENT OF 1929. 10. LANDS SHOWN HEREON LIE WITHIN ZONE "X" ACCORDING TO THE FLOOD INSURANCE RATE MAP PANEL NO. 120285-0275F, DATED AUGUST 19, 1991. 11. BASE BENCHMARK: F.C.E. 1420 - CORPS ENGINEERS BRONZE DISK SET IN TOP OF A 5-INCH ROUND POST 5.0 FEET WEST OF C-24 CANAL RIGHT-OF-WAY, 1200 FEET +/-, NORTHWEST OF THE FLORIDA EAST COAST RAILWAY RIGHT-OF-WAY SECTION 29, TOWNSHIP 36 SOUTH RANGE 39 EAST, 136.5 FEET SOUTHEAST OF POWER POLE NO. 57. ELEVATION = 22.59 12. DATE OF FIELD SURVEY: FEBRUARY 24, 2003 CERTIFICATION: IMPROVEMENTS, IF ANY, ARE AS LOCATED. NOT VALID WITHOUT -THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.. JULI N . MORRIS, PROFESSIONAL SURVEYOR AND MAPPER FLOR REGISTRATION NO. 4 :'3 i a UNPLATTED PROPOSED CONDOMINIUM 449) 0 F.F. ELEV. = 30.50 29.03 Q w 00 155 33' 1-4 14' 28.59 / RE w / -BP ( N SEE SHEET 1 OF 2 FOR DESCRIPTION PROPOSED CONDOMINIUM 450) F.F. ELEV. = 30.25 28.11 28.07 P_ROP.-___ ASPHALT PARKING 27.85 SANDSHOT COURT _ - - _ - - - - 26' I.E.E., D.E. & U.E. rR ale, /" / PROP. j�j - - - - - � /- - -� - - - - - ASPHALT PARKING P OQ �Ji/ PROP. CONC. WALKOYP) 28.58 28.30 ,p , t 29.08 c'p, / N78�g8'27"W RAD 100.06' LEGEND: 10'U.E.��___�� PROPOSED CONDOMINIUM 451) 0 F.F. ELEV. = 30.00 - I� 575.379 28.20 _N I_p� 28.26 r PR(YP aSF _ -�-I-- i PROP. �27.92 SAN. M.H. (TYP) Dh o 7lawA O \\ I CIA o /C 28.55 I /"-1- 28. p I 28.67 28.14 PROP. TYPE "D" CURBING I HP 29.60 28.94 \ 1 \ I \ <,p - 1 9.12 \ � I \ o S89040'34"W 142.48' \ O Z - PROP \ 0 - ASP 0 0 HALT PROPOSED `\ PROPOSED .11 29.32 PARKING O.S.T. N0. 2 `\ CONDOMINIUM (#55) A = DELTA ANGLE L = ARC LENGTH B.E. = BRIDLE PATH EASEMENT B.M. = BENCH MARK BS = BELLSOUTH TELEPHONE CATV = CABLE TV C.B. = CATCH BASIN C.B.S. = CONCRETE BLOCK & STUCCO = CENTERLINE C.M. = CONCRETE MONUMENT CONC. = CONCRETE COV. = COVERED D.E. = DRAINAGE EASEMENT ELEV. = ELEVATION E.O.P. = EDGE OF PAVEMENT E.O.W. = EDGE OF WATER F.F. = FINISHED FLOOR FND. = FOUND F.P.L. = FLORIDA POWER & LIGHT I.E.E. = INGRESS/EGRESS EASEMENT IQ = QUALITY IRRIGATION M.H. = MANHOLE MEAS. = MEASURED MON. = MONUMENT N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM O.R.B. = OFFICIAL RECORD BOOK O/S = OFFSET P.B. = PLAT BOOK P.C. = POINT OF CURVATURE P.C.P. = PERMANENT CONTROL POINT P.D.E. = PRIVATE DRAINAGE EASEMENT P.K. = PARKER KALON NAIL P.O.B. = POINT OF BEGINNING \\ F.F. ELEV. = 30.50 �a 22.49' \ -4 \ \ 0 p. ` 13.68' \\ o f723, P.P. = POWER POLE PROP. = PROPONENT REFERENCE MONUMENT \\ PROPOSED P.T. = POINT OF TANGENCY \\ CONDOMINIUM 454) oa R = RADIUS \ F.F. ELEV. = 31.00 .� RAD. = RADIAL \ RES. = RESIDENCE \\ R/W = RIGHT -OF' -WAY SAN. = SANITARY S.F. = SQUARE FEET \\ PROPOSED T.O.B. = TOP OF BANK \ UPLAND TYP. = TYPICAL \\\ PRESERVATION U/C = UNDER CONSTRUCTION U.E. = UTILITY EASEMENT \ EASEMENT NO. 4 = FOUND P-K NAIL AND DISK (PCP 3864) ` \ = FOUND 4"X4" C.M. & DISK (PRM LNW LB 6674) `\ ® = FOUND 4"X4" C.M. BROKEN & REPLACED WITH ` SET 4" DIAMETER C.M. & DISK (PRM LB 6674) \ OO = SET 4" DIAMETER C.M. & DISK (PRM LB 6674) \ Q = SET P-K NAIL WITH DISK (PRM LB 6674) `\ D4 = WATER VALVE \ OS = SANITARY MANHOLE \ p = YARD DRAIN \ = BELLSOUTH PEDESTAL \ = FIRE HYDRANT \ 0.00 0�� = EXISTING ELEVATION IN FEET Op 00 = PROPOSED ELEVATION IN FEET MEW 37.55' O� N44°36'25"W 37.55' 49.97' PROP. TRACT 3 -_-- - in cu 2R 5 30.00' N 71 �l I I 29.99' 06 PROPOSED 29.16 CONDOMINIUM 453) ,.A � F.F. ELEV. = 31.00 54.31' PROPOSED O.S.T. NO. 2 w .> ® ryo, J U) W 2i w� V) ww z Q� m W ~ Q ®" > a. 0:� U W O U) N W Q 0 12L Y 2 m � LLI o ®0 i PROPOSED z 0 CONDOMINIUM (#52) o ca F.F. ELEV. = 30.90 f�-+ Z 0 > � z v OO u O w Wwr 0 ro 0 � U)0 J N O W <C F_ .. P U m m (U) o u LL_ 0 ANTAN FILE I BS B652 SHEET 2 OF 2 Pr JQp\ 131 TyptCAC.. C:oolin quipment Summary Make Trane Trade XB 1000 TTB024C TWG025A14 Efficiency Sensible cooling Latent cooling Total coolin Actual c g fan Cool' Ir flow factor 14700 I 6300 Btuh 21000 Btuh 700 cfm 0.054 cfm/Btuh SCOTT D. DYER ARCHITECT, P.A. AA C001929 AR 0011551 7522 BRIAR CLIFF CIRCLE LAKE WORTH, FLORIDA 33467 (561) 641-7575 THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF THE ARCHITECT AND IS NOT TO BE USED ON OTHER WORK, REPRODUCED IN WHOLE OR IN PART, WITHOUT THE ARCHITECTS EXPRESS WRITTEN CONSENT. TO THE BEST OF MY KNOWLEDGE, THE DRAWINGS AND SPECIFICATIONS SUBMITTED HEREWITH, COMPLY WITH EXISTING INTERPRETATIONS AND PROVISIONS OF THE APPLICABLE BUILDING CODES IN EFFECT AT THE DATE SHOWN BELOW. NO WARRANTY EXPRESS OR IMPLIED IS HEREBY GIVEN. j COPYRIGHT © ARC II SCOTT D. DYER ARCHITECT, P.A. II ALL RIGHTS RESERVED REVISIONS i a2 a COMM. NO. a a 99-034 hq N ElaDATE � 76 flOGOST 1999 Summary =ER 8050 450 Btuh Btuh 11500 Btuh 293 1043 cfm cfm/Btuh N 4 0 SASE PINES e P.C-A, VILLAGE BY: <OLMR P. U. D. 2 PARCEL 20 B PORr Sr LWIE, HOR/DA SHEET /L,\ C o 1 OF !/�U I� OAV r.� N :SM-f P I IrW:C-A urvrl} 3£t-O' (TYPICAL UNIT ReVERSE) 13'-0" I ! I I 5-O 5-03'-6" ( I I 6"-2" '-O" F' ®g —------------ — — — 42" HIGH RAILING W/ SCREEN ENCL. \ b96A1i o 0 ------==------- — p L•T'' Z42" HIGH RAILING W/ f SCREEN ENCL. PORCH II-4n 16_8" p ©' p ❑• [Elm p ©' I } -41 I7-0" 6'-2" 3'-4" 6'-2" 1 f 6'-2" 3'-4" 6'-2" 2'-0" 1 +10'-q 12" I TOP OF LAB I 040 HS 6'-O' X6'-8SL. GL. DR. m I I (2) 24 SH _ _ —(2) 24 SH J +10"-q 12" 1 \ 6'-O"X6'-8" SL. Q. DRTOP OF SLAB M 6040 HS 1 aLam• I p, .:. O • o • 8 r-a" • o o a o. o • • • • ❑i • o • • • m o • • a a • o p • I i2 171 PLAS. LAM --------� COUNT EP.I-a:------------------� / CABINET W/ I KNEE \VliLL �v^- - - - - - - - BEL1 OV r-2 Q o TRAY CUG. IIII 11 COFF � . +_IQ I/4r" '�II � N " �G^�L®•I, I 3-4 TOP of SLAB 5'14" 8" " 5-2" 2" I I I OQL. SINK I 1 \V/ D15P. I I /)- — — — — -� \ I ��/ I 1 I I — — — — l\ I /7 VA 5040 SEAT R, / . SH &' Rf1D - —I , �� O r 0 H5 TE P. GL-NCL3 ^' BF ❑ • x" �� RATED PARTITION TO 3';. BOTTOM TRUSS CHORD RA \ ABOVE S' f+ MI ROR / ) / " 8'-III NCO /q N/ 4 CL'G. HT: t0Q4 / a ❑ f�lf"'P H' t% 42 HIGH PARTITION CL'G. H � �L�<� _ o a /\\ h / 6� Rf1R "" �`S alb �i / DENOTES PLUMBING � � '' A C �/ � / / STACK (TYP. U.N.O.) WALL MTD, p © ' a� 1� ♦ m > A.H.U. h 1N • " 3r'' 1 MI OR 02 \\/ _QnX —8' a Di L� A. . ON R A PL TFORM V/ m®' "• w \g '� m • m m "X6'-8" ( +10'-q 12" L VER BF / 3 TOP LAB m' �,� 4"_ 2" 4" 6" 2'-0 — T-g" � 7" o � x 6"_3" ling Equipment Summary I-------------•---eArcalrl�t 1 -/-------- 114 q /4' II I/4"I GMAT OOP COFFER CL'G +10'-10 I/4" 4 _4"TOP-OF SLAB S6 PI -AS. LAM u�rE \u / - KNEE 'MALL 4r r-2 F I� � ----- \ 1 I TRAY CLG. 1-2 1 4 8-11 1/4" - 61' I I I p 4 o 2' ° " 2" OBI_. SI 1 I I I °44" 1 1 Wf DI I I 4 - I I 1 �� 2'-6" - — — — — I L _ \"I-5" " 31-- r\ 4" R6 5044 I IS - o . SH & ROD r BF \ \ \�+ /Q SEAT / a O / ` 3 /h TEMP. GL RATED PARTITION TO bti �� BOTTOM TRUSS CHORD °a ABOVErr�yr� �qq{ t ? ' 8-11 14" CL'G, HT. sr- L 8, MIRK R ❑p / Ps. xI88 tK \ o„ 42" HIGH _ \6H A�Q�i c-kSO�� Q'.' �~ i� PARTITIO�q k x4 G/ �0 *` e\i, 8'-I1_ 11/4 CL'G. HT. . �. t3 DENOTES PLUMBING \ J \�E• j / t N a MIRR 6" STACK TYP, U.N.O.) C J° A/C ":. '' \9 ( \ \ � �y a CO \ro4 Q V p WALL MTD. �\ A.H.U. 5A i a I o p s- • ,ILU. � o 8'-11 1/4" CL'G u" 34 SH Mi/ 1 V \� O i s / 3'—Q'X6"-8 DO. N I A \9H •' �4j\ ^ A.H.U. ON R A _ a • • L I D d', f+]' •� PLATFORM f +I`0--q I/Z" 2'-.8"X6'_811 2'-0" 4'-6" 4'-2" LOUVER BF — -- zo OP OF SLAB — —' 6._3„ a 0 7_7" 7"-q" I I I I 4 B p 4' URB " 4" CL'G. H ❑' v� 8"-If 1/4 G 70 `" p' ft p ALUM. & RAILING HAN AIL I 6" 13' - I r IRECESSED ENOTES SEMI- -0" - 2'-0 - -4" _ 2'-0" 1 ~ES F WALL r co �L J�� N tiy�b r_8" 2• O" " " 2,_O" r 8" " to 2 2'-6'X6' 8' 2 2'-6"XG-8 w I O I 2 = o — n O a t 42' HIGH ALUM. I w `i' RAILING (TYP. a IN2ND FLOOR) s • uj —ROOF OVERHANG I' —I ABOVE00 ENT DRYER 1 1 VENT DRYS HRU WALL BUILT-U ROOF THRU WALL BELOW 5-4" 3'-4" 3'-4" 5-4" 13•-6" 8'-8" ll'-4" 8"-8" 15-6" Make FRIE ICHAIR TEC09K351edric Efficiency 14.0 SEER = � Sensible cooling 8050 Btuh — Total Latent cooling 8050 Btuh Actual coolie fan 1500 Btuh 9 cfm v Cooling air flow factor _ I�i/ 0.04 cfm/Btuh I S"pV�_ev o q'-6" 0 " q'-6" I'-8" I' 8' 76-0" (BUILDING OVERALL) Cooling Equipment Sum -wry Trans C 000' 0,414 %Y 0.0 SEER cooling 15680 Btuh ooling 6720 Btuh oling Btuh Do' n 8 w factor 0.055 C PLCQR PLAN NOTES, SEE SHEET A-2 FOR 8 UNIT BUILDING LAYOUT FIRE-SAFING TO BE PER S,B.C. 705 & N.FP.A. 101, TABLE A6-2.4.2(6). SSA dplllll�' SCOTT Da DYER ARCHITECT, P.A. AA C001929 AR 0011551 7522 BRIAR' CLIFF CIRCLE LAKE WORTH, FLORIDA 33467 (561) 641-7575 THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF THE ARCHITECT AND IS NOT TO BE USED ON OTHER WORK, REPRODUCED IN WHOLE OR IN PART, WITHOUT THE ARCHITECT'S EXPRESS WRITTEN CONSENT. TO THE BEST OF MY KNOWLEDGE, THE DRAWINGS AND SPECIFICATIONS SUBMITTED HEREWITH, COMPLY WITH EXISTING INTERPRETATIONS AND PROVISIONS OF THE APPLICABLE BUILDING CODES IN EFFECT AT THE DATE SHOWN BELOW. NO WARRANTY EXPRESS OR IMPLIED IS HEREBY GIVEN. COPYRIGHT fcj 1999 SCOTT D. DYER ARCHITECT, P.A. ALL RIGHTS RESERVED REVISIONS 1 II-20-gq OWNER REVISIONS wm 2 1-10-00 OWNER REVISIONS LM 3 2-10-00 OWNER REVISIONS " NO, 034 F sc DATE w 95 AUGlJST 1999 a �S C4STL.M PINES s By: P, U. D, 2 P49CCI 20 9 PORr' Sr, wr1c,, RORIDA SHEET c OF �IM z a w Q J _.,..- ..+`s.C.._....?f _. w...Y'.—�'.�;1:_:�".'.."'..n..a...:...:_'.r�'-•--,., _._—.__ r_...:,_....W,.,.. ��_......_.. -. "'. _ _ .. _. , 'a ..... �-_ oa'..." ..._—v .. _�_—.... _, _.., _.,. ..... _-.� _ ...rs r �� ''*�Sa.,.. I DENOTES LOCATION OF BUILDING FOR THIS PERMIT THIS PLAN IS FOR BUILDING LOCATION REFERENCE ONLY. REFER TO CIVIL DRAWINGS PREPARED BY LAWSON, NOBLE ENGINEERING, FOR ALL SITEWORK & LAYOUT INFORMATION BLDG #49 8 UNIT Mac Area I I 14'- BUILDING LOCATION PLAN THESE PLANS AND ALL PROPOISO WORK R ARE SUBJECT TO ANY CORREOYIOW REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN OPDER fO COMPLY WITH ALL APPLICASLS CO i ST. Lti CIE COI. TY FIRE DISTRICT REN7ENNFD FOR COMPLIANCE ST, -CT TO FIELD ItiSPECTION5 SEE ATTACHED RED^ON SHEET RE nT N ED BY: DATE: REVIEWED FOR COMPLIAN DBY ,,1) /n// i/i U �W�I� III SHEET DRAWING A-1 BUILDING LOCATION PLAN A-2 0 UNIT FLOOR PLAN 14-3 8 UNIT ELEVATIONS A-4 4 UNIT FLOOR PLAN (FIRST FLOOR) TYPICAL UNIT A-5 4 UNIT FLOOR PLAN (SECOND FLOOR) TYPICAL UNIT A-ro 4 UNIT ELEVATIONS (TYPICAL UNIT) 14--1 4 UNIT ELEVATIONS (TYPICAL UNIT) A-S SECTIONS $ DETAILS 5-1 8 UNIT FOUNDATION PLAN 5-2 4 UNIT FOUNDATION PLAN (TYPICAL UNIT), 5CHEDULES S-3 4 UNIT SECOND FLOOR FRAMING PLAN (TYPICAL UNIT) 5-4 4 UNIT ROOF FRAMING PLAN (TYPICAL UNIT) 5-5 SECTIONS 4 DETAILS E/1"I-1 4 UNIT ELECTRIC PLAN (FIRST ELECTRIC) TYPICAL UNIT E/1" I-2 4 UNIT ELECTRIC PLAN (SECOND FLOOR) TYPICAL UNIT PLUMBING RISER DIAGRAM (TYPICAL UNIT) E/M-3 ELECTRICAL NOTES, RISER DIAGRAM, 4 LOAD GALG5, SCOTT D. DYER ARCHITECT, P.A. AA C001929 AR 0011551 7522 BRIAR CLIFF CIRCLE LAKE WORTH, FLORIDA 33467 (561) 641-7575 THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF THE ARCHITECT AND IS NOT TO BE USED ON OTHER WORK, REPRODUCED IN WHOLE OR IN PART, WITHOUT THE ARCHITECT'S EXPRESS WRITTEN CONSENT. TO THE BEST OF MY KNOWLEDGE, THE DRAWINGS AND SPECIFICATIONS SUBMITTED HEREWITH. COMPLY WITH EXISTING INTERPRETATIONS AND PROVISIONS OF THE APPLICABLE BUILDING CODES IN EFFECT AT THE DATE SHOWN BELOW. NO WARRANTY EXPRESS OR IMPLIED IS HEREBY GIVEN. COPYRIGHT cO 2003 SCOTT D. DYER ARCHITECT, P.A. ALL RIGHTS RESER D REVISIONS COMM. NO. 03-o5ro DATE 30 OCTO5ER 2003 CASTLE PINES s P.5.14. VILLAGE BY: KOLTER BUILDING 0 49 P.U.D. 2 PARCEL 20 5 PORT ST. LUCIE, FLORIDA SHEET //QQ�� A-1 OF 8 SCREENED PORCH GREAT ROOM GUEST SUITE BATH FOYER MASTER MASTER ®SDROOM I! II BEDROOM i BA BATH FOYER SCREENED PORCH OBL. SIN: V/ DIsP. BATH GREAT ROOM p 6 UNIT BUILDING p I:LOOR PLAN ® 3/w- r-O. GUEST SUITE G-4" SCREENED PORCH GREAT ROOM GUEST SUITE FOYER BATH FLOOR PLAN NOTES: SEE SHE6TS A-4 & A-5 FOR TYPICAL UNIT LAYOUT MASTER MASTER BEDROOM II II BEDROOM I I+ -j 1,11 1 FOYER SCREENED PORCH BATH GREAT ROOM GUEST SUITE SCOTT D. DYER ARCHITECT, P.A. AA C001929 AR 0011551 7522 BRIAR CLIFF CIRCLE II LAKE WORTH, FLORIDA 33467 (407) 641-7575 THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF THE ARCHITECT AND IS NOT TO BE USED ON OTHER WORK, REPRODUCED IN WHOLE OR IN PART. WITHOUT THE ARCHITECTS EXPRESS WRITTEN CONSENT. TO THE BEST OF MY KNOWLEDGE, THE DRAWINGS AND SPECIFICATIONS SUBMITTED HEREWITH. COMPLY WITH EXISTING INTERPRETATIONS AND PROVISIONS OF THE APPLICABLE BUILDING CODES IN EFFECT AT THE DATE SHOWN BELOW. NO WARRANTY EXPRESS OR IMPLIED IS HEREBY GIVEN. COPYRIGHT © 1999 SCOTT D. D R ARCHITECT, P.A. ALL RIGHTS ESERVED REVISIONS LjII-20-4A owm RM51" ® 11-26-01 0Vn> R ReVISI" 12-20-02 RWSW DRAWINGS FOR COMM. NO. qq-034 5 DATE 0 30 JULY Iggq c CASTLE PINS P.G.A. YILLACrtE 5*,r: KOLTOR P.U.D. 2 PARCEL 20 E3 P02T ST. LUCIE, FLORIDA TH PLANS AND ALL PROPOSED WORK A SUBJECT TO ANY CORRECTIONS R IRED BY FIELD INSPECTORS THAT Y BE NECESSARY IN ORDER TO C LY WITH ALL APPLICABLE CODES. SHEET 04 M2 OF 8 Q S-UNIT BUILDING l .-Man I IN I� IIIIIII IIII Illlllllill _ _ _,,,��=�ii,,,,A _ _ IIIIIIIIIIII1111 IIIIIII ,h �lii♦1♦ � �r I � ` i I �� IN © s = w © I'I'IIi'lljl !e!!!!!!T!�' 111111 _:Iulll IIf lull © : RIGHT ELEVATION 1/8° = r-o° S-UNIT BUILDING RIA U REAR ELEVATION V8" = 1'-o" I� FRONT ELEVATION I/& = r-o° I$ +3r-2 I/Y 10P OF ROOF 10P aF MIS. TIE OM. 10P aF WINDOWS +1p'-q 1/2' FINISH BALCONY FLOOR +a --a FINISH FLOOR � TaP of +sr-2 VY "RaoF q I/7 TOP OF NM'. TIE BM. /21 +rraP OF i TOWINXIW3 +p q 17 FINISH BALCOM/ FLOOR A/C wWI wura�nm No r mw LEI`T ELEVATION 1/w = r-o, $-UNIT BUILDING J SCOTT D. DYER ARCHITECT, P.A. AA C001929 AR 0011551 7522 BRIAR CLIFF CIRCLE LAKE WORTH, FLORIDA 33467 (407) 641-7575 THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF THE ARCHITECT AND IS NOT TO BE USED ON OTHER WORK, REPRODUCED IN WHOLE OR IN PART, WITHOUT THE ARCHITECTS EXPRESS WRITTEN CONSENT. TO THE BEST OF MY KNOWLEDGE, THE DRAWINGS AND SPECIFICATIONS SUBMITTED HEREWITH. COMPLY WITH EXISTING INTERPRETATIONS AND PROVISIONS OF THE APPLICABLE BUILDING CODES IN EFFECT AT THE DATE SHOWN BELOW. NO WARRANTY EXPRESS OR IMPLIED IS HEREBY GIVEN. COPYRIGHT © 1999 - SCOTT D. DYER AR ITECT, P.A. ALL RIGHTS RESE D REVISIONS A11-20-q1 OWNW REVI3I0tB 5� II-26-01 M ER REVISIONS 12-20-02 REVISED DRAWINGS FOR 2001 F.B.C. COMM. NO. 99-034 DATE lro AUGUST 1999 CASTLE PINES a P.G.A, VILLAGE BY- <OLTER P.U.D. 2 PARCEL 20 B PORT ST. LUCIE, FLORIDA ANS AND ALL PROPOSED WORK BJECT TO ANY CORRECTIONS :D BY FIELD INSPECTORS THAT IE NECESSARY IN ORDER TO WITH ALL APPLICABLE CODES. SHEET A C= OF $ 0 z IL W 0 Q �k NOTE: THIS WALL BECOMES A PARTY WALL WHEN 8-UNIT BUILDING IS CONSTRUCTED. REFER TO THE PARTY WALL S8 UNIT BUILDINGS. ECTION ON SHEET A-8 POP 3q-0" TYPICAL UNIT 3g'-0" TYPICAL UNIT REVERSE I . W -4" I. 13'-0" 13•-0" I Iq'-4" SCREEN -� ENCLOSURE SCREENED PORCH J -01-0 112" (VARIES) TOP OF LAB 6'- "X6'-8" SL. GL. DR. 6.-O' G-8" SL, Q. DR. ® mml{� IP NOTE: ALL FIRST FLOOR SLIDI CLASS DOORS TO HAVE 1/2" DEEP TRACK EDGE FOR ACCES 6 ID" 6=2" 3=6" 34" (2) 24 SH EGRESS GREAT ROOM MASTEIQ q'-0" CL'G. HT. 0)6-4 /-?" BEDROOM PLAS. LAM q'-O" CL'G. HT. AL +0'-0" COUNTER & CABINET W/ TOP OF SLAB KNEE WALLRF u1 5 • DENOTES 30" SIDE APPROAGHS" W/ DI5P.� 1 1.k 0�•�1 i 2'-10"X6'-8" w 0 / SEA1 6-2" (2) 24 3H EGRESS MASTER BEDROOM q'-O" CL'C. HT. m 0 HIGH 44" H GH . TITION PARTI rION -% r. SCREEN I SCREENED ENCLOSI 4" MT-. - I PORCH 1 I -0'-0 1/ (VARIE 5 I 70P OF . AB 6'-O"X6'-8" SL. CL.. DR. 6'-O'X6'-8" SL. ® -uum =r' 6-¢ n GRET�T ROOM Cl--'G. HT. PLAS. LAM COUNTER & +0 -0" CABINET W/ KNEE WALL TOP OF SLAB h n • 1 DENOTES 30'7(48" 7a + \U/ DISP SIDS APPROACH ¢„ /_ " 4„ 3„ „ l �O�'o/G G_ �sr•• / SEAT ��,Q q9L �X6'-: 9 ■ ° i ■ ■ ■ ■ ■ � " U ■ ■ ■ ■ 7 r r ■ ` ■ r " r P __ Im D-, 11111111 © d1011111111011111111111C m 7-7" DENOTES SEMI\ RECESSED WALL IN CABINS T ra �p I SECOND FLOOR d WATER SERVICE + FIRST FLOOR + WATER SERVICE C IMPACT � I I I ACT A.N.U. ON R A A. U. ON R/A PLATFORM W1 _I I �I I PLATFORM W/ 7-8 X6'-8X6'-8' LOUVER BF LOUVER OF (2) 2'-6"X6'-8" DRYER WALL I q'-6" I'=8" 9-6" IMPACT � I I I ACT A.N.U. ON R A A. U. ON R/A PLATFORM W1 _I I �I I PLATFORM W/ 7-8 X6'-8X6'-8' LOUVER BF LOUVER OF (2) 2'-6"X6'-8" DRYER WALL I q'-6" I'=8" 9-6" GENERAL CONSTRUCTION NOTES: 0 I. ALL CONSTRUCTION SHALL CONFORM TO ALL CODE REGULATIONS AND 7. DOOR AND WINDOW MANJFACTURER SHALL PROVIDE SHOP RESTRICTIONS HAVING .JRISDICTION. DRAWINGS TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION. 2001 FLORIDA BUILDING CODE 2001 FLORIDA FIRE PREVENTION CODE 2001 FLORIDA PLUMBING CODE 2001 FLORIDA MECHANICAL CODE 8. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON THIS PRO.ECt (INCLUDING SITE CONDITIONS) PRIOR TO BEGINNING CONSTRUCTION. q. A/C CONTRACTOR TO VERIFY SIZE AND LOCATION OF ALL NOTIFY ARCHITECT IN WRITING IMMEDIATELY OF ANY DISCREPANCIES, AIR-CONDITIONING, VENTILATION EQUIPMENT, AND OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR DUCT-\VORK. ANY ERRORS OR OMISSIONS. DIMENSIONS TAKE PRECEDENCE OVER SCALED ORAWINCS. 10. TRUSS MANUFACTURER SHALL SUBMIT SHOP ORAWINCS AND ENGINEERING CALCULATIONS TO THE ARCHITECT FOR 3. THESE DRAWINGS HAVE BEEN DESIGNED AND NOTED TO COMPLY REVIEW PRIOR TO FABRICATION. ENGINEERED CALCULATIONS WITH THE REQUIREMENTS OF THE FLORIDA MODEL ENERGY SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED EFFICIENCY CODE. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF ENGINEER. WITH, AND BUILD IN ACCORDANCE WITH, ALL PROVISIONS OF THAT CODE, 11. TRUSSES TO BE DESIGNED TO ACCEPT LOADS OF ATTIC LOCATED A/C SYSTEMS AND OTHER MICSELLANIEOUS 4, DOOR AND WINDOW UNITS SPECIFIED ARE GENERIC IN SIZE AND EQUIPMENT. COORDINATE LOCATIONS WITH CONTRACTOR OPERATION, AND WILL VARY DEPENDING ON THE MANUFACTURER PRIOR TO FABRICATION AND INDICATE EQUIPMENT ON TRUSS SELECTED BY THE CONTRACTOR. CONTRACTOR TO PROVIDE ROUGH DRAWINCS (IE: MECHANICAL ROOMS). OPENING DIMENSIONS. ALL DOOR AND WINDOW UNITS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW LNITS SHALL DISPLAY 12, ARCHITECT ACCEPTS NO RESPONSIBILITY FOR STRUCTURAL LABELS SHOVING COMPLIANCE WITH THE ENERGY CODE. BEAMS, COLUMNS, AND FOOTINGS UNTIL REVIEW OF TRUSS DRAWINGS AND ENGINEERED CALCULATIONS SIGNED AND 5. ALL PRODUCTS AND MATERIALS SHALL BE APPLIED OR INSTALLED SEALED BY A FLORIDA REGISTERED ENGINEER. ACCORDINIG TO MANUFACTURER'S PUBLISHED INSTRUCTIONS, OR IF NO INSTRUCTIONS EXIST, APPLY OR INSTALL AS PER STANDARD 0. CONTRACTOR SHALL NOTIFY THE ARCHITECT (IN WRITING) INDUSTRY PRACTICE. IMMEDIATELY OF ANY ERRORS AND OMISSIONS ON THESE DRAWINGS. 6. SUBMIT A COPY OF THE CONTRACT DOCUMENTS (THAT WERE ISSUED FOR PERMIT) TO THE ARCHITECT WHEN RETURNE BY THE 13UILDINC DEPARTMENT AFTER PERMIT IS ISSUED. THIS WILL ALLOW THE ARCHITECT TO INCORPORATE ANY 13UILDINC DEPARTMENT MODIFICATIONS INTO THE - CONTRACT DOCUMENTS PRIOR TO START OF CONSTRUCTION. h RATED PARTITION TO UNDERSIDE OF FLOOR DECK ABOVE s� GUESt SUItE kb 7 DENOTES 30"A4 " q'-O" CL'G. HT. SIDE APPROACH DENOTES 42' HGH WALL W/ PI -AS. A LAM. CAP 1w05TE5 q'-0" C. H . EXH 4 • s� FAN DUCT TO ' i 2ND PLR. SOFFIT 7 �/ (TYP.) DENOTES PLUMBING �i Cq„ iQ, / STACK (TYP. U.N.O.) 7 • •� WALL MTD. 3ATH o*A' 7 A.H.U. 1��p✓ ' � ©. Wit_ ; : �11111111111�IIIIIIIIIIIC� .--�7 dllllllll D=' _ �=1'== TOP OF SLAB , m p i J 6 _3" DENOTES SEMI -� RECESSED WALL � � i0 � IN CABINET i 5 SECOND FLOOR mI + WATER SERVICE a + FIRST FLOOR WATER SERVICE BATHROOM DESIGN THE GUEST BATHROOM OF ALL FIRST FLOOR UNITS HAS BEEN DESIGNED AS A "TYPE B" BATHROOM PER CHAPTER II OF THE 2001 F.O.C. SEE SHEET A-5 FOR BATHROOM INFORMATION PIRSt I`LOOR PLAN (TYPICAL 4 UNIT) I/4"= Y-0" WIND IMPACT PROTECTION ALL EXTERIOR DOOR & WINDOW OPENINGS TO HAVE APPROVED MATERIALS OR SHUTTERS DESIGNED TO COMPLY WITH WIND IMPACT REQUIREMENTS AS REQUIRED THE ST. LUCIE COUNTY BUILDING DEPARTMENIT OCCUPI4NGY G1..ASSIpICATION R-2 MULTI -FAMILY DWELLING TYPE OF CONSTRUCTION TYPE VI (ONE HOUR PROTECTED) UNSPRIN(LERED 0 WINDOW SILL REQU I REMENtS u ALL WINDOW SILLS ARE TO BE POURED IN PLACE CONCRETE. SIZE MAY VARY ACCORDING TO BLOCK COURSING. MAXIMUM SILL TO BE 8"X8" W/ 1#5 CONT. DOWEL INTO FILLED CELLS ON EITHER SIDE OF WINDOW. NO STEEL REQUIRED FOR SILLS 6" IN DEPTH OR LESS. PLOOR Irk SEE SHEET A-2 FOR 8 UNIT BUILDING LAYOUT FIRE-SAPING TO BE PER F.B.C. 705 & P.F.P.C. 101, TABLE A8-2.5.2(5). D'1 h y. h 'v in i71AV1�■ Fi'IZA1o"tING� 1�4�rT'I�N(NGr SCHI�DUL� SLIDING 06655 DOORS HEAD /AM: V4 P.T. BEVELED SPACER ATTACH W/ CASE HARDENED NAILS • 6' O.C. FASTEN DOOR FRAME TO STRUCTURE - (TNRU SPACER) SEE PRODUCT APPROVAL SIU. / TFY2ESHOIJ): PER MANJFAGTURER'S SHOP DRAWINGS SEE PRODUCT APPROVAL 5-WING DOORS HEAD /JAMB: 2X4 P.T. BUCK ATTACH W/ 3/16' X 2-3/4" TAPCON =G""IEWS • r- OG. FASTEN DOOR FRAI'E TO BLACKS AS PER PRODUCT APPROVAL THRESHOA: (3) 3/16' X 2-1/4" TAPOON SCREWS (PER DOOR) SEE PRODUCT APPROVAL SILL • SIDELIGHTS: (2) 3/16' X 2-1/4' TAPCON SO W5 PER SIDELICHT. SET LAYER 0' 30#. FELT BETWEEN SIU. & CONCRETE. SEE PRODUCT APPROVAL WINDOWS jQeLg8ME) HEAD / ,IAMB: bQ P.T. BEVEIfi) SPACER ATTACH \V/ CAsc HARDc+w NAILS • 6' O.C. FASTEN DOOR FRAME TO STRUCTURE (TNRU SPACER) SEE PRODUCT APPROVAL Sill: SET IN CONE, SEE PRODUCT APPROVAL WINDOWS TFIXPD GLASS) FEAR /JAMB / -SILL; A(4 (OR M2) P.T. BEVELED SPACER ATTACH W! CASE HARDENED NAILS 0 6' O.C. PASTEN DOOR FRAME TO STRUCTURE ((tIYtU 9PACER) SEE PRODUCT APPROVAL (SPAOET2 SIZE DETERMIFED BY SHOP DRAWINGS) K OM PLAN NOTES: I. ALL HEIGHTS ARE RELEVANT TO FINISH FLOOR ELEVATION (+0'-0") UNLESS NOTES OTHERWISE 2. ALL CEILING HEIGHTS ARE +q'-0" A.F.F. UNLESS NOTED OTHERWISE 3. ALL ANGLES ARE EITHER 45' OR q0' 4. PROVIDE R-II INSULATION IN ALL PLUMBING WALLS 5. ALL BEDROOM WINDOWS TO CONFORM W/ EGRESS CODES 6• ALL CLOXET SHELVING SHOWN ON THIS DRAWING IS FOR ILLUSTRATION ONLY (VERIFY EXACT LAY -OUT \V/ OWNER) WALL I. IItO fl"ti7tt7Ytl DENOTES 8" CONC. LLLLL111UJ 13LoCK WALL DENOTES 6" Mfl. STUDS ® 24" O.C. W/ 5/8" TYPE "X" P. \VALLBOARD EA. SIDE W/ R-II INSUL. (ONE HOUR RATED) \VP 1076 DENOTES 3-5/8" MTL. STUDS 0 24" O.C. W/ 1/2" GYP. WALLBOARD EA. SIDE UNIT AREA CALCULATIONS: TYPICAL UNIT FIRST OR SECOND FLOOR) TOTAL AREA (CROSS) 1,703 S.F. TOTAL LIVING AREA (UNDER A/C) 1,310 S.F. PORCH & COVERED WALKWAYS 393 S.F. SUILDING ARMA CALCULATIONS: TYPICAL 4 UNIT BUILDING TOTAL AREA (GROSS) 6,8t2 S.F. TOTAL LIVING AREA (UNDER A/C) 5,240 S.F. TYPICAL 8 UNIT BUILDING TOTAL AREA (GROSS) I3,624 S.F. TOTAL LIVING AREA (UNDER A/C) 10,450 $F. ATTIC YENTILAtION REQ'tS: ROOF AREA / 150 S.F. = VENT AREA REOV, 1,703 S.F. / 150 S.F. - 11.36 S.F. REEQ'D. 7"X22" SCREEN VENT = 0.875 NET SIP. OF AREA 11,36 S.F. / 0.875 S.F. = 12.g8 VENT5 REQ'D, ROOF OVERHANG PERIMETER / 6-0" O.C. SPACING = # OF VENTS PROVIDED 125-2" / 8'-0" = 15 VENTS PROVIDED SCOTT D. DYER ARCHITECT, P.A. AA C001929 AR 0011551 7522 BRIAR CLIFF CIRCLE LAKE WORTH, FLORIDA 33467 (561) 641-7575 THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF THE ARCHITECT AND IS NOT TO BE USED ON OTHER WORK, REPRODUCED IN WHOLE OR IN PART, WITHOUT THE ARCHITECT'S EXPRESS WRITTEN CONSENT. TO THE BEST OF MY KNOWLEDGE, THE DRAWINGS AND SPECIFICATIONS SUBMITTED HEREWITH, COMPLY WITH EXISTING INTERPRETATIONS AND PROVISIONS OF THE APPLICABLE BUILDING CODES IN EFFECT AT THE DATE SHOWN BELOW, NO WARRANTY EXPRESS OR IMPLIED IS HEREBY GIVEN. COPYRIGHT 0 1999 SCOTT D. DYER 4CHITECT, P.A. ALL RIGHTS RES VED REVISIONS I� II-20-qq OWNER REVISIONS 21� 1-10-00 OWNER REVISIONS 2-10-00 OWNER REVISIONS 41� 4-2-01 OWNER REVISIONS FOR I� PERMITTING 5� II-26-01 OWNER REVISIONS a6-10-02 PERMIT COM'1ENTS 12-20-02 REVISED DRAWINGS FOR 2001 F.B.C. 0 COMM. NO. 99 -034 C' DATE 0 16 AUGUST 1S99 CASTLE PINS '� P.G.A. 1rf LLF4GE BY: KOLTER P.U.O. 2 PARCEL 20 B PORT ST. LUCIE, FLORIDA TFIE4gIPLANS AND ALL PROPOSED WORK jI A RE CO UBJECT TO ANY CORRECTIONS RED BY FIELD INSPECTORS THAT BE NECESSARY IN ORDER TO Y WITH ALL APPLICABLE CODES. p w z SHEET Q=4 OF S 0 NOTE: TNIS WALL BECOMES ZJ A PARTY WALL WHEN 84NIT BUILDING IS CONSTRUCTED. REFER TO THE PARTY WALL SECTION ON SHEET A-8 FOR 8 UNIT BUILDINGS. • . � • r�r�rnal�i.I��aaa�.a I I oEl42 oo o0 00 •;. // ZD ME - MO L4 PORCH -41 16-61 TOP OF "TIOR I i I'• I i I'• I I• I I• _ 1�=---o� PLAS. LAM .; KNEE IWALL -BELI ♦ ♦ — / w iir❑ 0w w _ • I r ' — • I NINE w I- !:WW rr N� � r• r i,: I � r. — C � r. .1 ,64 All IZATEP PARTITION Tore y WI BOTTOM TRUSS CHORD ABOVE UEST SUITE „I ° 7115 ��' rr — • I .,� ' ',� • I I � E El IT _STACKdW,_ � � i �■�I ��;,:�,Y/ , PI WALL MTP- w ��i- �yl{��q■p��pf� `■��p■ ;� ME • o .�`O �� I1�II�� ! , "filmI• ■ [7cT 1� ICI c=zT _" , v OWNP I,I"� WNWimml VWWI \ IA DI�tI�#I��tI01�i1�lliB�° � � �®�❑° III�t18I��lH>Flls®� n IPA I I 01 SECOND FLOOR PLAN (TYPICAL 4 UNIT) 1/4'= r-0" SEE SHEET A-2 FOR S UNIT BUILDING LAYOUT FIE—SAPING TO BE PER F.B.C. 705 & F.F.P.C. 101, TABLE AS-2.5.2(B), bracket. supported countertop lavatory FIRST FLOOR GUEST BATH LAVATORY 4 SIN< DETAIL (TYPE "B" BATHROOM) PROVIDE BACKINQ FOR FUTURE GRAB BAR TOP OF BAR ® t33" A.F.F. (TYP. 3 SIDES 40P SHOWER) G 42° LONG GRAB BAR 24' LONG GRAB BAR (I—It2° DID.) 7� ® (I—I/2" PIA.) TOP +33' A3. F.F. PROVIDE BACKING AS EOV. A.F.F. PROVIPE BACKING AS REO"D. 30"X48" APPROACH fl /— 30"X48° SIDE APPROACH FOR TUB ACCESS \� FOR SINK ACCESS 48X56" APPROACH FOR TOILET ACCESS 24° LONG GRAB BAR (I-1e2" D1A.) rOP '4+ f +33 A.F.F. PROVIDE BACKING AS EO"D. f�} 24" LONG GRAB BAR \ f f � 33( A. 0FA) TOP BACKING AS R670. PROVIDE BACKING FOR TOILET TO HAVE SEAT FUTUE GRAB BAR ® MAX. +15' A.F.F. TOP OF BAR ® +33" A.F.F. PROVIDE FLASH LEVER ON APPROACH SIDE OF F I RST FLOOR 30"X48" APPROACH TOILET FOR SINK ACCESS ACCESSABLE LAV & MASTER B14TH 4 FIRST FLOOR INSULATE PIPING BELOW OR PROVIDE FINISH POWDER ROOM LAY -OUT GUEST BATH LAY -OUT ANGLED SURFACE (TYPE 'B" BATHROOM) SCOTT D. DYER ARCHITECT, P.A. AA C001929 AR 0011551 7522 BRIAR CLIFF CIRCLE LAKE WORTH, FLORIDA 33467 (561) 641-7575 THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF THE ARCHITECT AND IS NOT TO BE USED ON OTHER WORK, REPRODUCED IN WHOLE OR IN PART, WITHOUT THE ARCHITECTS EXPRESS WRITTEN CONSENT. TO THE BEST OF MY KNOWLEDGE, THE DRAWINGS AND SPECIFICATIONS SUBMITTED HEREWITH. COMPLY WITH EXISTING INTERPRETATIONS AND PROVISIONS OF THE APPLICABLE BUILDING CODES IN EFFECT AT THE DATE SHOWN BELOW. NO WARRANTY EXPRESS OR IMPLIED IS HEREBY GIVEN. COPYRIGHT Q 1999^-- SCOTT D. DYER ARCHITECT, P.A. ALL RIGHTS RES VED REVISIONS FA II-20-99 OWNER REVISIONS ® 1--I0-00 OWNER REVISIONS z2-10-00 OWNER REVISIONS 4A 4-2-01 OWNER REVISIONS FOR Jw.j PERMITTING rlU 11-26-01 OWNER REVISIONS 1LIry'J 6-10-02 PERMIT COMENTS J r2-20-02 REVISED DRAWINGS FOR JG Z—j 2001 F.B.G. COMM. NO. 99-m34 DATE IG AUGU5T I999 CASTLE PINES Is P.G.A. VILLAGE BY: KOLTER P.U.D. 2 PARCEL 20 B PORT ST. LUCIE, FLORIDA T E PLANS AND ALL PROPOSED WORK E SUBJECT TO ANY CORRECTIONS UIRED BY FIELD INSPECTORS THAT AY BE NECESSARY IN ORDER TO PLY WITH ALL APPLICABLE CODES. SHEET ///��\ �f �� = 5 OF $ (� n z a LW I 0 Q J I I2 6 rpi + DENOTES LIM RAIL —32 P31i (DESIGN Tc REJECT A 4" VIA. VEIi ' +38 PSF DENOTES 11 RAISED I 32 P% STUCCO E NPS _ +38 PSSF 1-32 DENOTES CONCRETE ROOF TILE DENOTES R/S CEDAR FASCIA I DENOTES WAIL MOUNTED A/C UNIT DENOTES 'SKIP -TROWEL" STUCCO FINISH (TYP.) NOTE: SCREEN ENCLOSURES NOT SHOWN FOR CLARITY (FIRST & SECOND FLOORS @ REAR PORCHES) r2 DENOTES 8" DI PITCH GONG. COLS. 6 STONE F I Evil, Ilf� TED P? DP. RAISED STUCCO (SMOOTH FINISH) DENOTES M STUCCO REVEAL DENOTES DECORATI STUCCO BAND „ 0 I N 0 DENOTES 16" VIA. CONC. COLS. DENOTES 8" O.C. SCORED STUCCO (DIACONAL) DENOTES I" RAISE STUCCO BANDS +35 PSF —30 PSF T T ti D +35 PSF —30 PSF T T L— DENOTES 42" HIGH ALUM. RAILING W/ 34" HIGH HANDRAIL (1-1/2" VIA.) DESICNED TO RE,IECT A 4" VIA. OBJECT law FEIN REAR ELEVATION 1/4" = r-0" plum 32 P /i L +38 PSF Ii! J, li. 1! 1-32 PSF 0 FRONT ELEVIATION 1/4" = r-o" —30 1/7 —32 C- C +31'-2 1/2" TOP OF ROOF OIL +iq'-q 1/2" TOP OF Iii TIE ON, OC +17 —q 1/2" 'i TOP OF \VI NDO\VS +10'-10 1/4" FINISH 2N1? FLOOR +10'—q 1/2" Y FINISH BALCONY FLOOR + 10'-7" OL TOP OF Iii TIE BM. 1 +7'-0" TOP OF WINDOWS +0'-0" —0'-0 1/2" (VARIES 1/6" PER L.F.) FINISH PORCH FLOOR A +31-2 1/2" Y TOP OF ROOF OL +26-5 I/2" TOP OF NAS. TIE ON, +Iq'—q 1/2" `Y TOP OF NAS. TIE BM. OIL +17'—q 1/2" TOP OF WI NPOWS +12'-8" AL 1301 OF HDR. ® ENTRY +10'-10 1/4" FINISH 2ND FLOOR +10'—q 1/2" Y FINISH BALCONY FLOOR AL +10'-7" STOP OF NAS. TIE 13N. dk +7'-0" TOP OF WINDOWS +0'-0" —0'-0 3/411 (VARIES FROM +0'-0") FINISH PORCH FLOOR SCOTT D. DYER ARCHITECT, P.A. AA C001929 AR 0011551 7522 BRIAR CLIFF CIRCLE LAKE WORTH, FLORIDA 33467 (561) 641-7575 THIS DRAWING. AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF THE ARCHITECT AND IS NOT TO BE USED ON OTHER WORK, REPRODUCED IN WHOLE OR IN PART, WITHOUT THE ARCHITECT'S EXPRESS WRITTEN CONSENT. TO THE BEST OF MY KNOWLEDGE, THE DRAWINGS AND SPECIFICATIONS SUBMITTED HEREWITH, COMPLY WITH EXISTING INTERPRETATIONS AND PROVISIONS OF THE APPLICABLE BUILDING CODES IN EFFECT AT THE DATE SHOWN BELOW. NO WARRANTY EXPRESS OR IMPLIED IS HEREBY GIVEN. LI COPYRIGHT © 1999 SCOTT D. DYER ARCHITECT, P.A. ALL RIGHTS RESERj'ED _ /\ REVISIONS p111-20-1 OWNER REVISIONS 1-10-00 OWNER REVISIONS ® 2-10-00 OWNER REVISIONS 4-2-01 OWNER REVISIONS FOR PE12MITTINC 11-26-01 OWNER REVISIONS a6-10-02 PERMIT COMMENTS p12-20-02 REVIISED DRAWINGS FOR COMM, NO. 99 -034 10 DATE I6 AUGUST 1999 C45TLE PINES e P.Gii,A- VILLAGE 5y- KOLTER P.U.D. 2 PARCEL 20 B PORT ST. LUCIE, FLORIOA TH PLANS AND ALL PROPOSED WORK SUBJECT TO ANY CORRECTIONS R IRED BY FIELD INSPECTORS THAT Y BE NECESSARY IN ORDER TO C PLY WITH ALL APPLICABLE CODES. SHEET Ac=(Do OF C 0 4" — ❑ +35 PSF —30 PSP N I" +35 PSF —30 PSF +35 PSF 30 PSF +35 PSF —30 PSF +35 PSF —30 PSF +35 PSI —30 PSF +35 PSFn 30 PSF A, ,4° RIGHT SLEVATION 1/4' = r—o^ OL +31'-2 1/2" TOP OF ROOF OIL +26"-5 1/211 "-F TOP OF HAS. TIE E3N. +iq —q 1/2" TOP OF HAS. TIE BM. OL +17 —q 1/2" TOP OF WINPOW5 + 10'-10 1/4" FINISH 2NP FLOOR h +10'-q 1/211 FINISH BALCONY FLOOR oL +10 —7" TOP OF HAS. TIF BH, h +7 —0" TOP OF WINPOW5 +0'-0` FINISH FLOOR -0'-0 3/4" (VARIES FROM +0"-0") ❑ FINISH PORCH FLOOR OIL +31'-2 1/2" TOP OF ROOF +26"-5 1/2" TOP OF HAS. TI F BM- +Iq —q 1/2" TOP OF HAS. TIES BH. +17'—q 1/2" -��TOP OF WINDOW +10-10 1/4" _ 5❑ FINISH 2N0 FLOOR +10"—q I/2" 70 FINISH BALCONY FLOOR + 10'-7" TOP OF HAS. TIE ON. +7"-0" 0 0 ❑ 0 TOP OF WIN©OWS ❑ 11' 12' 0 OL +0'-0" 1 FINISH FLOOR LSFt ELSVI4TION -0'-0 3/411 (VARIES FROM +0'-011) ❑ FINISH PORCH FLOOR 1/4' = r—o' I/4° x I 1/4" MASONRY ANCHOR to" x I t/4' MASONRY ANCHOR 9," FROM RAIL 4 24' O.G. to" FROM RAIL 4 24" O-G. d 2" x 2" TOP RAIL CONCRETE SLAB d - q d d . CONCRETE SLAB a a A 'd DETAIL "A" 0 DETAIL "5" N-Ts. MAX AIL "A" 1W SPACED SO THAT A 4" SPHERE CAN NOT PASS THROL*W. 5 PANDRAIL DETAILS ❑ N.TS. Design No. P531 Unrestrained Assembly Rating-1 Hr. Finish Rating-25 Min. 1. Roofing System" — Any U4 Class A, B or C Rooting System ITGFTA or Prepared Roof Covering ITFWZ) acceptable for use over nom 15/32 n. thick ply iwood sheathing. Nom 15/32 m. thick pI ood sheathing secured to trusses with construction adhesive and No. 6d ringed shank nails. Nails spaced 12 in. OC along each truss. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. 2. Trusses — Pitch or Parallel chord trusses, spaced a max of 24 in. OC, fabricated from nom 2 by 4 lumber, with lumber oriented vertically or horizontally. Truss members secured together with 0-M in. thick galv steel plates. Plates have 5/16 in. long teeth projecting perpendicular to the plane of the plate. The teeth are in pairs facing each other (made by the same punch), forming a split tooth type plate. Each tooth has a chisel point on its outside edge. These points are diagonally opposite each other for each pair. The top half of each tooth has a twist for stiff- ness. The pairs are repeated on ap roximately 7/8 in. centers with four rows of teeth per inch of plate width Where the truss intersects with the interior face of the exterior walls, the min truss depth shall be 5-1/4 in, with a min roof slope of 3/12 and a min area in the plane of the truss of 21 sq/ft. Where the truss intersects with the interior face of the exterior walls, the min truss depth may be reduced to 3 in if the baits and blankets (Item 3) are used as shown in the above illustration (Alternate Insulation Plamm@nt) and are firmly packed against the intersection of the bottom chords and the plywood sheathing. 3. Batts and Blankets' — (Optional) —Glass fiber insulation, secured to me prywood decking with staples spaced 12 in. OC or to the trusses with 0.090 in. dim galv steel wires spaced 12 in. OC. Any glass fiber insulation bearing the UL Classification Marking as to Surface Bunning Characteristics and/or Fire Resistance, having a min density of 0.5 pcf. As an option, the insulation may be fitted in the concealed space, draped over the resilient channel/gypsum wallboard ceiling membrane when resilient channels andsum wallboard attachment is modified gyp as specified in Items 6 and 7. T'he finished rating has only been deter- mined when the insulation is secured to the decking. 4. Air Duct* — Any UL Clas6 0 or Class I flexible air duct installed in accordance with the instructions provided by the damper manufacturer. 5. Damper- — Nom 20 in. long by 18 in. wide by 2-1/8 in. high, fabri- cated from galvanized steel, Plenum box maximum size nom. 21 in. long by 18 in. wide by 16 in. high fabricated from either galavanized steel or Classified Air Duct Materials bearing the UL Class 0 or Class 1 rigid air duct material. Installed in accordance with the instructions provided by the manufacturer. Max damper openings not to exceed 360 sq in ppeerr 100 sq ft of ceilm area. NAILOR INDUSTRIES INC—Type 0755 6. Furring Channels— Resilient charnels, 3/8 in. deep by 2-3/8 in wide at the base and 1-3/8 in. wide at the face, formed from 0.020 in. thick galv steel, spaced 16 in. Ot installed perpendicular to trusses. When att and blanket material, Item 3, is draped over the resilient channel/ gypceiling sum wallboard membrane, the spacing shall be 12 in. CC. Channels secured to each truss with 1-1/4 in. long Type S steel screws. Channels overlapped 4 in. at splices. Channels oriented opposite at wallboard butt joints (spaced 6 in OC) as shown in the above illustra- tion. 7. Wallboard, Gypsum` — Nom 5/8 in. thick 48 in wide, installed with long dimension perpendicular to resilient channels with 1 in. long Type S saews spaced 12 in. OC and located a min of 1/2 in. from side joints and 3 in. from the end joints. At end joints, two resilient channels are used, extending a min of 6 in. beyond both ends of the joint. When batt and blanket insulation, Item 3, is draped over the resilient channel/ gypsum wallboard ceiling membrane, screws shall be installed at 8 in. OC CANADIAN GYPSUM COMPANY —Types C, IP-X2, IPC-AR UNITED SPATES GYPSUM CO —Types C, IFA2, IPC-AR YESO PANAMERICANO 5 A DE C V —Types C, IP-X2, IPC-AR 8. Finishing System— (Not Shown)-- VinyL dry or premixed joint com- pound, apptied in two coats to joints and screw -heads; paper tape, 2 in. wide, embedded in first toyer of compound over all joints. As an alter- nate, nom 3 / 32 in. thick veneer plaster may be applied to the entire surface of ggv�psum wallboard. 'Bearing the OI-. Classification Mark SCOTT D. DYER ARCHITECT, P.A. AA C001929 AR 0011551 7522 BRIAR CLIFF CIRCLE LAKE WORTH, FLORIDA 33467 (561) 641-7575 THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF THE ARCHITECT AND IS NOT TO BE USED ON OTHER WORK, REPRODUCED IN WHOLE OR IN PART, WITHOUT THE ARCHITECTS EXPRESS WRITTEN CONSENT. TO THE BEST OF MY KNOWLEDGE, THE DRAWINGS AND SPECIFICATIONS SUBMITTED HEREWITH, COMPLY WITH EXISTING INTERPRETATIONS AND PROVISIONS OF THE APPLICABLE BUILDING CODES IN EFFECT AT THE DATE SHOWN BELOW. NO WARRANTY EXPRESS OR IMPLIED IS HEREBY GIVEN. COPYRIGHT © 1999 SCOTT D. DYER ARCHITECT, P.A. ALL RIGHTS RE RVED REVISIONS ❑ 11-20-99 0\VNER REVISIONS © 1-10-00 OWNER REVISIONS ❑ 2-10-00 OWNER REVISIONS 4-2-01 OWNER REVISIONS FOR PERMITTING ❑ 11-26-01 OWNER REVISIONS a6-10-02 PERMIT COMh1ENTS ❑ 12-20-02 REVISIRE) RAWINGS FOR COMM. NO. 99 -A2334 00 DATE I& AUGUST 1999 CASTLE PINES 6 P.G.14, VILLAGE 511r: KOLTSR P.U-D. 2 PARCEL 20 B PORT ST. LUCIE, FLORIDA PLANS AND ALL PROPOSED WORK SUBJECT TO ANY CORRECTIONS IRED BY FIELD INSPECTORS THAT Y BE NECESSARY IN ORDER TO ILY WITH ALL APPLICABLE CODES. SHEET A c (/ OF S I LI NOTE: 'A' ROOF TRUSSES SHALL BE LATERALLY BRACED WITH CONT. I"X4' MEMBERS NAILED TO THE UPPER6IDE OF THE LOWER CHORD AT PANEL POINTS (MAX. S'-0' O.C.) W1 (2) 10d NAILS O EA. TRUSS CONCRETE TILE SET IN MORTAR * NAILED TO WO Q7 FELT HOT -MOPPED TO 30s FELT TIN -TAGGED TO 5/8' CDX PLYWOOD (GLUED 4 NAILED)12 S T PITCH q, Is x 22' SCREEN SOFFIT VENTS ENGINEER DESIGNED - WOOD TRUSSES * 24' O/G R-19 GATT INSULATION ILAYER OF 5/6' TYPE 'X' GYPSUM WALLBOARD ON 3/4' MTL FURRING * 12' O.G. OVER BOTTOM OF WOOD TRUSSES UL. • M31 - I HR RATED) 40TE: SECOND FLOOR CEILINCs MAY 00 FLAT OR RAISED. SEE FRAMING PLAN FOR PROFILE 4 LOCATIONS CONC, BLOCK WALL - NOM. 8'xS'xI&' BLOCKS LAID IN FULL BED OF MORTAR VERTICAL JOINTS STACRGERED. 1t2l GYPSUM WALLBOARD OVER P.T. 2X2 FURRM * 24' O.G. R-5 INSULATION IN FURRING SPACE 3' HAMBRO 4' WOOD E SLAB SYSTEM 3/4' SLAB 5/8' TYPE 'X' GYPSUM WALLBOARD ON l/8'X2-5/8' MTL. FURRING CHANNELS *- 24' O.C. (ULO G531) CGNC. SLOM WALL - NOIN. 8'x8'xIb' BLOCKS LAID IN FULL BED OF MORTAR VERTICAL JOINTS $TAGGERED. 1/2' GYPSUM WALLBOARD OVER P.T. 2X2 FURRNG * 24' O.C. - R-5 INSULATION IN FURRING SPACE 4' THICK FLOOR SLAB W/ I LAYER OF 6X6 WIA) W A W UP. OVER VAPOR BARRIER ON WELL -COMPACTED SAND -FILL PRE-TREATED FOR TERMITES. PROVIDE EXTRA LAYER OF WUUF. 30 WIDE * PERIMETER STRAP * EA AT 8'-O' O.C. C&4LV. MTL. DRIP OVER PT. I X 21 *19'-9 Id' 2X& WD. FASCIA AL LATH AND S V-4' O.H. (TYP.) 3/4, STUCCO (SKIP- TROWEL FINISH) .,:> � •r:.:.<. .. � , • ;.: .; ; :. - ... (— FIN. GRADE - :'• SEE SHEET 8-2 FOR FOOTNG SIZES 1-I12" SLAB RECESS TYPICAL WALL SECTION 3/4-= r-o" PROVIDE FIRE-SAFINCs C1 G ,m. a tn: Vv\n PJL' ~ 6�SX16 W/ 15 ILAYER OF Q5/&, TYPE 'X' GYPSUM WALLBOARD ON 3/4' MTL FURRNG * 12' O.C. OVER 130TTOM OF WOOD TRUSSES (L L. • PS31 - 1 HR RATED) (2) IX3 P.T. FIRE STOP W' GYPSUM WALLBOARD OVER PT.2X2 FURRING * 24' Oj:. — R-5 INSULATION IN FURRING SPACE 3' WAME4W SLAB SYSTEM +10-101/4' OL TOP OF 21d FL. 24' OjC.(UL* 531) GONG. BLOCK WALL _ NOM 8'x8'x16' BLOCKS LAID IN FULL BED OF MORTAR VERTICAL JOINTS STAGGERED. IR'GYPSUM WALLBOARD OVER P.T. 2x2 FURRING * 24. O.G. R-5 INSULATION IN FURRING SPACE 4' THICK FLOOR SLAS W/ I LAYER OF 6X6 WIAXWL4 WWF. OVER VAPOR BARRIER ON WELL -COMPACTED SAND -FILL PRE-TREATED FOR TERMITES. PROVIDE EXTRA LAYER OF WUWF, 30' WIDE \* PERIMETER 4' WOOD BASE--i 1-1)2' SLAB RECESS PARTY WALL SECTION 3/4"= r-0' 2X6 P.T. COW. NAILER W/ 1/2" DIA WEDW ANCHORS * 124 OiC. (3-1/2' MIN. EMBED) Typ. EA SIDE UL * USID5 2-HR RATED COPIC. BLOCK WALL - MOM. 8'x8'xl6' BLOCKS LAID IN FULL BED OF MORTAR VERTICAL JOINTS STAGGERED. DOUBLE RIRRMG ON BOTH SIDES OF PARTY WALL SEE SHEET 6-2 FOR FOOTING SIZES SECTION 'a CRIC<ET (0 STAIR/TYP. UNIT) 3/4"= r-o- +8.-1 II/16" TOP OF BEAM +25"-i 1/2" Y TOP OF CONC. CAP ® CRICKET a5/8, PLYWOOD D (GLUED 4 NAILEC SXS GONG. W/ I*3 . — 8XI6 I Y TIE W/ 25 T. 1LAYER OF 5/8' TYPE 'X' GUPSUM WALLBOARD ON 3/4' MTL FURRING * 12' O.O. OVER BOTTOM OF WOOD TRUSSES (UL. "31 -1 HR RATED) 2X4 P.T. FIRE STOP N1-VLIE• "NVSTAI6" STRAP 100 NAILS TO TRUSS & 6) K7G NAILS TO SEAT (TYP EA. EA. TRUSS) +25'-1-1 1/2" Y TOp OF` COW. CAP CRICKET CRICKET 2X6 \VI7. LEDGER ON 2X6 P.T. WD. LEDGER FASTEN W/ 3/4" DIA. \VERGE ANCHORS 16" O.0 (MIN. EMBED 5") 6aNJ-VUE 'NVRT-14" STRAP W/ (6) HOD NAILS TO TRUSS & (6) IOD NAILS TO LEI?GER (TYP. EA. TRUSS) STAIR SECTION I/2'= r-o" Ulm s 12'-10, 14 TREADS ® IF EACH 2X4 WD. FRAMMG * 24" o/o 2X6 P.T. CONT. NAILER W/ 1/2' DIA UfDGE AWA40RS * 12' O.C. (3-1/2' MIN. EMBED) ZEA. SIDE 'PROVID -SARNG CONT. TYP. CONT 2X4 P.T. X> NAILER WD. TRUSSES * 24' c TYP. CONT 2X4 P.T. I D NAILER 4 MTL FURRNG UL • US05 2-HR RATED CONC. OLOCK WALL - Nat 8"x8'x16' BLOCKS LAID IN RILL BED OF MORTAR VERTICAL JOINTS STAID. +26"-5 1/2" -- TOP OF MAS. TIE BM. RAISED STUCCO BANS 2X FRAMING ® 24" O.C. OIL +23'-6" Y TOP OF LINTEL ARCH BEYOND 8" DIA. PRE -CAST COW. COL. (SIMULATED COQUINA STD FINISH) O+P(-q 11./_2_"_ Top OF MAS. TIE BM. 2X FRAMING 0 24" O.C. FLASHING & COUNTER - FLASHING GUILT -UP ROOFING OVER 5/8" EXT. PLYWOOD SHEATHING 2X8 \VD. JOIST 6 240 O.C. NU-VUE 'NVRT-14" STRAP W/ (6) IOD NAILS TO aJOIST & (6) HOD NAILS TO TRUSS TYP. EA. JOIST) 22" OP. GIRDER TRUSS (BOTT. 0 +IZ-8" A.FF.) RAISED STUCCO BANS 2X FRAMING 0 24' O.C. ARCH BEY" 0 +IO'-10 1/4" FIMSH 2N FLOOR a 16' DIA. COW. COL. DENOTES 42' HIGH ALUM. RAILING W/ 34- HIGH HANDRAIL (1-1/2" DIA.) DESIGNED TO REJECT A 4" DIA. SPHERE +0"-O" FINISH FLOOR EXPANSION JOINT SCOTT D. DYER ARCHITECT, P.A. AA C001929 AR 0011551 7522 BRIAR CLIFF CIRCLE LAKE WORTH, FLORIDA 33467 (407) 641-7575 THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF THE ARCHITECT AND IS NOT TO BE USED ON OTHER WORK, REPRODUCED IN WHOLE OR IN PART, WITHOUT THE ARCHITECT'S EXPRESS WRITTEN CONSENT. TO THE BEST OF MY KNOWLEDGE, THE DRAWINGS AND SPECIFICATIONS SUBMITTED HEREWITH, COMPLY WITH EXISTING INTERPRETATIONS AND PROVISIONS OF THE APPLICABLE BUILDING CODES IN EFFECT AT THE DATE SHOWN BELOW. NO WARRANTY EXPRESS OR IMPLIED IS HEREBY GIVEN. COPYRIGHT Q 1999 - SCOTT D. DYER ARCHITECT, P.A. ALL RIGHTS RESERVED i REVISIONS 11-20-SS OWNER REVISIONS A a6-10-02 PERMIT COMMENTS a12-20-02 OOSFO.DRAWINGS FOq rl I 6 COMM. NO. 99-034 DATE Iro AUGUST 1999 E : S CASTLE PINES P.G A, VILLAGE BY: <OLTER P.U.D. 2 PARCEL 20 B PORT ST. LUCIE, FLORIDA PLANS AND ALL PROPOSED WORK SUBJECT TO ANY CORRECTIONS BRED BY FIELD INSPECTORS THAT Y BE NECESSARY IN ORDER TO SHEET /p� /L�\ o 8 OF B !�U R:aS iHN. 0 40 I I i .oM FIN. FLR. `L Fr-4' 0-0 C-40 FY-4° u-U^ 0-O• I4-4^ ®® f------ - — — —I sm --�__ �® ---------{—I- -®® LT Lt LtJ L�.J L fiJ L*J iFitt ffiAB 4, I T I FIN. SLAB 4" I I FIN. Si1+84, I I I I I ® ® p I ® ® tC4 ® ® 63] --� — — _ L _ ® I I I I I I I I I I I I®I I l jFA II I I A II ®� II I I � I I ICI .o-O HN. FiR. re I FIN FLR, I ( HN.FLR LIJI 7 I o I i�i I o I L_J i I L_J s !02 NOTE: WHERE TYPICAL UNITS SHAPE PARTY WALL MODIFY COLUMNS & FOOT I NCS AS INDICATED ON THIS PLAN I ICI I I I 7 0 �«�j � MIMI:.. , oil[' _111m� :.. , iil � �� _: - 1 VI P 4111OUNDATION PLAN CS UNIT SUII..DING) 3/16"= r.-o' *OUNDATION NOV& SEE SF(tf 5-2 FOR TYPICAL LHT LAYOUT l ir-4- P SCOTT D. DYER ARCHITECT, P.A. AA C001929 AR 0011551 7522 BRIAR CLIFF CIRCLE LAKE WORTH, FLORIDA 33467 (407) 641-7575 THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF THE ARCHITECT AND IS NOT TO BE USED ON OTHER WORK, REPRODUCED IN WHOLE OR IN PART, WITHOUT THE ARCHITECTS EXPRESS WRITTEN CONSENT. TO THE BEST OF MY KNOWLEDGE, THE DRAWINGS AND SPECIFICATIONS SUBMITTED HEREWITH, COMPLY WITH EXISTING INTERPRETATIONS AND PROVISIONS OF THE APPLICABLE BUILDING CODES IN EFFECT AT THE DATE SHOWN BELOW. NO WARRANTY EXPRESS OR IMPLIED IS HEREBY GIVEN. COPYRIGHT 0 1999 - SCOTT D. OYER ARCHITECT, P.A. ALL RIGHTS RESERVED REVISIONS 23 II-20-99 OWNER REVISIONS FA 12-20-02 REVISED DRAWINGS FOR 2001 F.B.C. COMM. NO. qq-034 ! DATE 16 AUGUST Iqqq C4STLE PINES e P.C.A. VILL14GE BY: KOLTER P.U.D. 2 PARCEL 20 B PORT ST. LUCIE, FLORIDA PLANS AND ALL PROPOSED WORK SUBJECT TO ANY CORRECTIONS IRED BY FIELD INSPECTORS THAT BE NECESSARY IN ORDER TO LY WITH ALL APPLICABLE'CODES. _j SHEET �C:3� OF 5 i u ICE■ q. 051 PI MA' v I i+N v I v COLUMN SCHEDULE VERTICAL REINFORCEMENT OR COLUMN LIES OR BASE REMARKS MARK SIZE CAP PLATE & BOLTS PLATE & A. BOLTS O8" X 8" 1 #5 CONC. BLK. COL B 8" X 16" 2 #5 CONC. BLK. COL O8" X 24" 3 #5 CONC. BLK. COL OD 8" X 12" 2 #5 CONC. BLK. COL O8" X 16" 4 #5 CONC. BLK. COL F 8" X 16" 2 #5 IRREC. CONC. BLK. COL OG 8" X 121, 2 #5 IRREG. CONC. BLK. COL H 16" PIA. 4 #5 #3 TIES 0 12" O.C. VERT, CONC. BLK. COL I TS 4" X STL. CAP PLATE BASE PLATE COLUMN & DESIGN 4" X I/4" OR STL. SADDLE BY HAMBRO FOOTING SCHEDULE MARK SIZE REINFORCEMENT REMARKS F-I 20" X 16" 3 #5 PALM BEACH CHAIR MONOLITHIC FTC. F-2 24" X 160 3 #5 BOTT. TFK'D. SLAB F_3 42" X 42" X 12"D #6 ® 6" O.C. BOTT EA. WAY PAD F-4 42" X 42" X 12"1? #5 Q 6" O.C. BOTT EA. WAY PAD F-5 36" X 36" X 12"D #5 IOC 6" O.C. BOTT EA. WAY PAD F-6 30" X 30" X 12'b #5 00 6" O.C. BOTT EA. WAY PAD F-7 16, X 10" 2 #5 BOTT. SPREAD F-8 30" X 48" X 12'D #5 @ 6' O.C. DOTT EA. WAY PAD F-q 30" X 60" X 12'V #5 @ 6" O.C. BOTT EA. WAY PAD TE--I 8" X 8" 1 #5 TWO. EDGE FOUND14TION PLAN LUIND DESIGN: ASCE-7-q8 120 M.P.H. (3 SECOND GUST) IMPORTANCE FACTOR = 1 WIND EXPOSURE = "B" (ENCLOSED) INTERNAL PRESSURE COEFF. = 0.15 COMPONANTS AND CLADDING PRESSURES - SEE ELEVATIONS GENERAL STRUCTURAL, NOTES: L ALL FOOTINGS HAVE BEM OESI04ED FOR A SOIL BEARING CAPACITY OF 2500 P3F. IN NATURAL STATE OR AFTER SOIL STABILIZATION. 2. ALL SAW FILL SHALL BE COMPACTEO TO A MNMLTT OF 415% O"ITY AND TREATED FOR TERMITES FOR A DISTANCE OF 5'-0' FROM PERIISTER OF ALL FOOTING OR SLAB EDGES. 3. COWREMVE STRENGTH OF CONCRETE, AS FOLLOWS' A. FOOTINGS AND SLABS =. 2,500 P3J. ® 28 DAYS. B. BEAMS AND CaAm = 3,000 PSJ. 0 28 GAYS. 4. MINI" CONCRETE COVB2 OVER REINFORCING AS FOLLOWS: SLAB - 3/4• BEAMS & COLUNN3 - L-t/2' TIE Cq.LTNB - 3/4• FORTED CONCRETE BELOb/ GRADE - 2" LVFORNEO CONCRETE BELOW GRADE - 3• 5. DOWELS FOR COLUMN AND WALL REIWMCING TO FOOTING ARE rO BE SATE SIZE AND RMIZ AS VERTICAL BARS ABOVE. 6. VERTICAL CELLS FOR MASRJR.Y TO BE CROJTED 514ALL HAVE VERTICAL ALIQJKNJT SLFPICIMT TO MAINTAIN A CLEAR, LINOMTRUCIED CONTINUOS CELL. PROVIDE CLEAN -OUT OPEN KS AT BOTTOM OF GROUTED ME AT EACH LIFT. CLEAN-003 SHALT. BE SEALED AFTER CLEANING AND INWOCTIOR AND BEFORE GROUTING. 7. PROVIDE A 40UI D CELL WITH ONE VERTICAL AT BEARING POINT OF EACH GIRDER TRUSS (IN A Y WALL) IF NO On -ER COLUM IS DESIGNATED. 8. TTE BENS TO BE DROPPED AS REOWRED (28" MAXIM") 6 DOOR AND VINOOW HEADS. ADO 20 BOTTOM IF DROP EXCEEDS 8°. 9. ALL REINFORCING STEEL SIALL BE GRADE 60 (60,000 P.S.1) MIX-35 NOTED OTHERWISE. 10. REIIFg2CT14 STEEL. SHALL Be LAPPED 30 BAR OATETERS MINIM.M MERE SP ICED. AND SHNL BE SEPERATEO FROM OTHER BARS BY A NINTLTT OF ONE BAR DIkMTER AND WIRED TCCETHER. IL PROVIDE CORNER BARS WITN SATE SLZE AND Nl'BER AS 4E HORIZONTAL BEAM REIWORCING AT EACH FACE. LAP 30 BAR DIMIETERS "Him . 12. ALL STRLL'PJM Ul1BER TO HAVE A MIMPM FIBER BENDING STRESS AND MODUAB OF BEA.. ANS, RAFTERS, JOISTS, & neWeRg:x ELESCITY AS � 00 P3J. E= 500 K5.1.) 8, ALL OTHER UJMKR= ( =1150 P5J., E=1400 K3.1) M CONTRACTOR SHAD BE RE9PONSIBIB FOR PROVIDING A7EO LATE VERTICAL AN) HORIZONTAL SHORING AND BRACING OF AL CONSTRUCTION TO SLPPORT ALL CONSTRUCTION LOADS. H. PROVIDE 1)(4 WOOD BRACING 4 8'-O' O,C. (AS PER COME) AT THE BOTTOM CHORD OF TWSiES AND AS OtNMVISE CAL.EO FOR ON THE TRUSS DRAWINGS. S. CONTRACTOR "IL PROVIDE CO4,ECTION R61WVAM THAT VILL PWPERLY JOIN ALL WOOD AND TI"W "AMDWS TO EACH OIPFR ANO TO THEle SLPPORTS. COMNECTIONS $HALL; BE CAPABLE OF IRZANSFERRLNC THE APPLIED LOADS TO THE SLIPPOOTINC MISERS. SCOTT D. DYER ARCHITECT, P.A. AA C001929 AR 0011551 7522 BRIAR CLIFF CIRCLE LAKE WORTH, FLORIDA 33467 (561) 641-7575 THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF THE ARCHITECT AND IS NOT TO BE USED ON OTHER WORK, REPRODUCED IN WHOLE OR IN PART, WITHOUT THE ARCHITECT'S EXPRESS WRITTEN CONSENT. TO THE BEST OF MY KNOWLEDGE, THE DRAWINGS AND SPECIFICATIONS SUBMITTED HEREWITH, COMPLY WITH EXISTING INTERPRETATIONS AND PROVISIONS OF THE APPLICABLE BUILDING CODES IN EFFECT AT THE DATE SHOWN BELOW. NO WARRANTY EXPRESS OR IMPLIED IS HEREBY GIVEN. COPYRIGHT © 1999 SCOTT D. DYER ARCHITECT, P.A. ALL RIGHTS !REJERVED rA 11020-9q OWNER REVISIONS ® 6-10-02 PERMIT COMMENTS 12-20-02 REVISED DRAWINGS FOR 1GJ 2001 FB.C. 1 O COMM. NO. qq-034 N 5 DATE 16 AUCUST Iggq p I O CASTLE PINES 0 P,G.4. VILLAGE 8Y: KOLtEfi' P.U.D. 2 PARCEL 20 B PORT ST. LUCIE, FLORIDA Tlicmr PLANS AND ALL PROPOSED WORK Afy UBJECT TO ANY CORRECTIONS RRED BY FIELD INSPECTORS THAT BE NECESSARY IN ORDER TO CWITH ALL APPLICABLE CODES. ----_ SHEET o OF 5 6 NOTE: THIS WALL BECOMES A PARTY WALL WHEN 8-UNIT BUILDING IS CONSTRUCTED. REFER TO THE PARTY WALL SECTION ON SHEET A-8 FOR 8 UNIT BUILDINGS. 39•-0" TYPICAL UNIT 39'-0" TYPICAL UNIT REVERSE 6 �+ I9'-4' L3'-O 13 -0" Kr-4" 6-8" mm E E ®® mm E ®m ' E a 4 E FIN. 2ND FLR. eL a m a E 1�, E �i +10-9 12" n FIN. 2ND FLR. J a NAMBRO STL. JOIST (SEE STRUCTURAI. SHOP ORA\VINGS) A HAMMO STL. JOIST (SEE STRUCTURAL SHOP DRAWINGS) L-2 L-2 l-2 MTB-2 L-2 MTB-7 L-1 MT8-2 L—I MTB-2 MTB-2 M B B B C B B C B e B A m 8 B C 8 B C B B B A m STRUCTURAL SLAB SYSTEM B o I STRUCTLIRAL SLAB SYSTEM BY HAMBI20 (SEE SHOP DRAWINGS FOR ALL INFORMATION) BY NAhBRO (SEE SHOP DRAWINGS FOR ALL INFORMATION) =p s B A m B B HAMBRO STL. JOIST (SEE STRUCTURAL SHOP DRAWINGS) A HAMBRO STL. JOIST (SEE STRUCTURAL SHOP DRAWINGS) C B FA +F10-10 1/4" A H 0N-14" IN. 2NP FLR. AA FLR. B o STRUCTURAL STEEL BEAM STRUC'Rk2AL STEEL BEAM ® L—I ® DESIGN BY HAMBRO (SEE SHOP DRAWINGS FOR ALL INFORMATION) DESIGN BY HAII (SEE SHOP DRAWINGS FOR ALL INFORMATION) 4—I ® DD D (D A A DD D N a ® q HAMBRO STL. JOIST (SEE STRUCTURAL SHOP DRAWINGS) A � ® 0 ST4. JOIST (SEE STRUCTURAL SHOP DRAWINGS) A A ® N a Y A nl v HA WO STL. JOIST (SEE STRUCTURAL SHOP DRAWINGS) or AA _ HAMBRO STL. JOIST (SEE STRUCTURAL SHOP DRAWINGS) =I A T ® g" 2r-III 2" B I6'-0 12" L%4E ® 8" 16-0 12" B 2r-11 12' 8" ♦ B. B �� B B B m O F -2 ®L NG ♦? OF D L-I MTB-2 \ / F �' F pAU] C. `/ Zv h D MTB_2 L-I IN w lam 6'-3" 6 7-7" 7'-9" g L3' 6" a 7-9" 7'-7" 6 -3" `N+ i h ,-9 d ND N. 2PLR. L-a M +1O'-9 12"`rANI M L-a FIN 2ND FLR 3 '95 MBA y N C C C A +10'-10 1/4" N a in � C C � A � C +10'-10 I/4" � q Ma � K/ / ;�% 2 I H r FIN. 2ND FLR. S A FIN. 2ND FUR. I m m99 A HH I 3 MTB-2 H H A 3 FA 0" " S " X-4" 3'-4" �— —4" x n 1'-8" Y $' C(,-6" L3 -6" 6-6" IY-4" 8'-8" 13-6" 9'-6" 78'-0" ILDING 0 R 2X6 \VD. LEDGER ON 2X6 P.T. DENOTES 22' OR GIRDER WP. LEDGER (BOTT. ® +12'-8' A.F.F.) TRUSS (BOTT. @ +17-8" A.F.F) W/ 3/4" OIA. WEDGE ANCHORS 0 24" O.C. (MIN. 3-1/2" EMBED) 2X8 WO. JOIST 0 24' O.C. (TOP 0 +15'-2" AFF.) ELM\/AT NOTE: VERIFY ALL SECOND FLOOR BEAM HEIGHTS ® SECOND FLOOR SLAB W/ HAMBRO SHOP DRAWINGS. COORDINATE AS REQUIRED FLOOiZ D111SIGNt LOADS LIVING UNIT: LIVE LOAD 40 PSF. DEAD LOAD 65 P.S.F. TOTAL LOAD 105 P.S.F. PORCHES & WALKWAYS: LIVE LOAD 80 PSF. DEAD LOAD 45 P.S.F. TOTAL LOAD 125 P.S.F. SECOND FLOOR FRAMING PLAN I/4"= r-0" SCOTT D. DYER ARCHITECT, P.A. AA C001929 AR 0011551 7522 BRIAR CLIFF CIRCLE LAKE WORTH, FLORIDA 33467 (561) 641-7575 THIS DRAWING. AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF THE ARCHITECT AND IS NOT TO BE USED ON OTHER WORK, REPRODUCED IN WHOLE OR IN PART, WITHOUT THE ARCHITECT'S EXPRESS WRITTEN CONSENT. TO THE BEST OF MY KNOWLEDGE, THE DRAWINGS AND SPECIFICATIONS SUBMITTED HEREWITH. COMPLY WITH EXISTING INTERPRETATIONS AND PROVISIONS OF THE APPLICABLE BUILDING CODES IN EFFECT AT THE DATE SHOWN BELOW. NO WARRANTY EXPRESS OR IMPLIED IS HEREBY GIVEN. COPYRIGHT (c 1999 SCOTT D. DYER ARCHITECT, P.A. ALL RIGHTS RESEPAD REVISIONS m11-20-99 OWNER REVISIONS ® 6-10-02 PERMIT COM'BNTS (� 12-20-02 REVISED DRAWINGS FOR 11LL11 2001 F.B.C. COMM, NO. qq-034 DATE 16 AUGUST" Iggq C�►STLE P(NES � P.co.A. VILLAGE 5Y: KOLTER P.U.D. 2 PAP,CBL 20 B PORT ST. LUCIE, FLORIDA ILANS AND ALL PROPOSED WORK UBJECT TO ANY CORRECTIONS iED BY FIELD INSPECTORS THAT BE NECESSARY IN ORDER TO f WITH ALL APPLICABLE CODES. SHEET OF 5 w F Q f- I 021 6 NOTE: THIS WALL BECOMES A PARTY WALL WHEN S--UNIT BUILDING IS CONSTRUCTED, REFER TO THE PARTY WALL SECTION ON SHEET A-8 FOR 8 UNIT BUILDINGS. 0 n -- . fc(.7re�ln�li■ stz� �a■�r.. 01 Pro :1��LJ��► •1�MMMLJMMM�: 1 � ©1 � LJ�:.� ip Ili ii p 0 , . .� U-147.Iva � . wo ON riuy = Ira ' rives_. �rz■ a1�`_ _r� ® ♦ / 'A ® ' •ice` ® ® lIA/�� r `r ,OZ0 M� r ► \ .III . yy/%�/ rs�s 16r4' all%IC ►flail awama I❑IMIgo, mm % CxilIm LE_ «>, is, MEa m CFirINLiR711 FA►IINKS" A L==� ; : : : . iO O �+ 17111 fia irl N E u w n ►■yy r�j f.7 i2sium A ❑ v r I I► 1"1 C I' n VVV _ i ♦ r ♦ � L�IrIIIV1/R//Xifi�/i:1�, I� �� J , • � � J I��/p� ��L1�I�II/fl�R�,�f�lt." III 1 ■ • © A ❑ O 0 r ' r I ' F o . iLEDGER 1771 �NN4W Flip" ©�, � � 011r .� .> ,�n > Fie. .■o ` ;' 29� I►'AIL ^ �� an MUM �) pp� pp„ I� C�II��01 m r;tl ,Mir-) � JXl/�/IIU7Ii LYI \ ��.��iiI96Rff,�LiAYflILG1I�ILFfJ/JY/ifJl�///$A�I' ^w�V:_U own JI��01�1 01 _, 71Ii'►� I I S� L`� GL I�IJ�IO��IL I r I MASONRY DRAM SCHEDULIE Top OF w HAW -PINS BOTTOM TOp NO. SPACING OEM semi $I* RB *w$ IS, U^e1.000 W/ 8' Kwm-A!i BLOCK Aom M9-I R"-9 V2' 8'1f19 I / 5 I 5 HLL V/ mm f MIB-2 K7 A 8' w 1 # 5 1 # 5 80 U-m= V/ & ymm- ff 81.00K omm 8` U-"x V/ 8' "a -an 91m omm HLL V/ QwuT 8' U-BIAGK W/ & KNOLIC-= EI m A10m MS-4 W-5 1/2' 8' V 1 # 5 1 # 5 HLL V/ =MIT a- ORE -CAST CGNC. LINTEL V/ V KNOCK-= M3-I 8'-4' bKW 1 { 5 1 �t 5 01= AWW, PILL V/ CRCVT _-_ IS, ORE -CAST GONG. wei. V/ B' KNO,LK-OUT MS-2 Kr�S 9/a' MO I 5 I 5 EI.00IS ABOVE, FILL V/ QW M-3 KT-+i Mr 1 # 5 1 # 5 a! pge-GA9T OONG. uwaL V/ 8' KNG1'X-OUT 6L4CK ABOVE', PILL V/ CROUT B" ORESTD CONC. V/ 8' KNOCY-dlf MS.4 Iv_v 81XI9 1 # 5 1 # 5 ZOW BLOCK ABOVE. FILL V/ lSdOlif FY po-CM CONC. UWFL V/ (2) 9 OM-AX Mi-5 Ff-+9 V2' 8"K24' I / 5 I # 5 8LOM ASOVB, PILL. V/ GRWf 8' PO -GATT CCNG. Limm V/ 8' KNG1:X-0UT MS-6 R'�9 I/Y 09(19 1 # 5 1 # 5 BLACK ABOVE, PILL V/ am 8' M-STRom CQIv, U&M V/ 8' KNOCK-CIIT Mi-9 Kf-9 I/2' 81AW 1 # 5 1 # 5 a= ABOVE. HLL V/ CMI1 CONCRETE BEAM SCHEDULE BEAM Tlv of BEAM 91IE mwow~ 13 STIMPa MOM smTOM ra+ NO. SPACING 8-1 W-V 8"I(IV 2 # 7 2 # 5 0 V O.C. THRII-Wf CONCf✓C'(s WAM 8-2 6-1 Iviv Mir 2 0 5 2 0 5 catco Ys OEM R'fB-I VARIES &X8' 1 # 5 RAKED CA4C le TIE mm1 LINTEL SCHEDULE SEAM TOP DF BEAM sin RHNFORCB'ENT mit-PIN4 gall Ks wffal TOP W. SPACING L-1 -r-8' f9W 8' PRO -CAST CoNC. umm (IAFILLED) L-2 r-8' ew 1 # 5 OR PRE-CAS•r CONC. LININ. (FILLED) F-3L-y 217-5 1/!' SW I # 5 w PRE -CAST CONC. uwm (HUED) _4 2y 0 ow I / 5 soPRE-CABr CCNG. LINfEi mum F ROOF NAILING SCHEDULE ROOF SHEATHING TO BE FASTENED WITH MINIMUM 8 COMMON NAILS. FASTEN 4' O.C. AT EDGES AND 6' O.C. FOR ALL INTERMEDIATE SUPPORTS OF THE FIELD (INTERIOR & BNB ZONES). UPLIFT NOTE: ALL TRUSS UPLIFTS ARE AS NOTED. TRUSS UPLIFT 15 LESS THAN 720# IF NOTHING IS INDICATED. LIVE LOAD 30 P.S.F. DEAD LOAD 25 P.S.F. TOTAL LOAD 55 P.S.F. TRUSS CONNECTION LATIEERAL LOADS NOTE: LATERAL WIND LOADING FOR TRUSS CONNECTIONS ARE DESIGNED FOR 5Q5# MAXIMUM. ACTUAL LATERAL LOAD IS A MAXIMUM OF 348#. ROOF FRAI' f INC; PLAN 11411= T-0' v SCOTT D. DYER ARCHITECT, P.A. AA C001929 AR 0011551 7522 BRIAR CLIFF CIRCLE LAKE WORTH, FLORIDA 33467 (561) 641-7575 THIS ORAVdNG. AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF THE ARCHITECT AND IS NOT TO BE USED ON OTHER WORK, REPRODUCED IN WHOLE OR IN PART, WITHOUT THE ARCHiTECT'S EXPRESS WRITTEN CONSENT. TO THE BEST OF MY KNOWLEDGE, THE DRAWINGS AND SPECIFICATIONS SUBMITTED HEREWITH, COMPLY WITH EXISTING INTERPRETATIONS AND PROVISIONS OF THE APPLICABLE BUILDING CODES IN EFFECT AT THE DATE SHOWN BELOW. NO WARRANTY EXPRESS OR IMPLIED IS HEREBY GIVEN. COPYRIGHT © 1999 SCOTT D. DYER ARCHITECT, P.A. ALL RIGHTS RESERVED REVISIONS FA11--20--gi OWNER REVISIONS 6-10-02 PERMIT COMMENTS 12-20-02 REVISED DRAWINGS FOR 2001 FB.C.2001 F.B.C. COMM. NO. 99-034 DATE 16 AUGUST 1999 _e 046TLE PINES 6 P.G.A. VILLAGE BY: KOLTER P.U.D. 2 PARCEL 20 B PORT ST. LUCIE, FLC'RIDA LANS AND ALL PROPOSED WORK JBJECT TO ANY CORRECTIONS ED BY FIELD INSPECTORS THAT BE NECESSARY IN ORDER TO II WITH ALL APPLICABLE CODES. SHEET 10=4 OF rJ q LA I Q J I� w r • , r • . Tmu �,7 .1 ©�©�I i��■�.�117� �y -- : r � r •r - S r i q r tIDIE Cy biRlPb Ard M16TA AIC N 16 NV1'd EI'1�p�,ys�d0�R1 sm _ I .' NOItPAlaR�PB MLL. mw*1vQmm Amcm0R6 WOOD TO WOOD STRAP SCHEDULE Holm aS 0 IO' O.C. DOUE;LS 5 • 5" OZ. TOP NOSING BEAM 09 s 10, OC. TEMP I5 • 6-1/2" O.G. BOTr. 4 TREADS 0 u' EACH +5sV=. BOTT. EA. WAY 4' - 0' 11' -4' 4 TREADS 6 11' EACH TRANSVERSE STAIR SECTION I/2'= f-O' STAIR SECTION I/2"= r-O' OIL +10'-10 1/4' _ FINISH 2ND FLOOR OL +IO'-5 3/4" TOP OF BEAM SCOTT D. DYER ARCHITECT, P.A. AA C001929 AR 0011551 7522 BRIAR CLIFF CIRCLE LAKE WORTH, FLORIDA 33467 (561) 641-7575 THIS DRAWING. AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF THE ARCHITECT AND IS NOT TO BE USED ON OTHER WORK, REPRODUCED IN WHOLE OR IN PART, WITHOUT THE ARCHITECT'S EXPRESS WRITTEN CONSENT. TO THE BEST OF MY KNOWUEDGE, THE DRAWINGS AND SPECIFICATIONS SUBMITTE HEREWITH. COMPLY WITH EXISTING INTERPRETATIONS AND PROVISIONS OF THE APPLICABLE BUILDING CODES IN EFFECT AT THE DATE SHOWN BELOW. NO WARRANTY EXPRESS OR IMPLIED IS HEREBY GIVEN. COPYRIGHT Q 1999 SCOTT D. DYER ARCHITECT, P.A. ALL RIGHTS RESER REVISIONS zII-20-W9 OWNER REVISIONS COMM. NO. qq-034 DATE 16 AUGUST Iggq CASTLE PINES G P.G.A. VILLAGE 5*r- KOLTER P.U.D. 2 PARCEL. 20 B PORT ST. U1OIE, FLORIOA T SE PLANS AND ALL PROPOSED WORK E SUBJECT TO ANY CORRECTIONS UIRED BY FIELD INSPECTORS THAT AY BE NECESSARY IN ORDER TO SHEET �C= �J OF 5 • 1 - � r :r 1 h 1 r 5CREENED PCRCH I 4'-511 � GUEST SUITE � I--- o3D 49 P FA14 DUCT TO J,G1�G 2ND Ft-Q. SOFFIT (TYP.) 1 w/Q4 -71 a Vi r J IRRIGATION PU1P (MFY V/ IRRICATION CONTRACTOR) / w i ;?� w/m SCPOEENFED I 4'-511 0 w/01 �,v.-GUEST SUITE r � I 0 r�c1 IB aDENOTES EXH! 4 � WC'T TO I (TYP.) I BATH 4// too WAL wm" FIRST FLOOR ELECTRIC PLAN TYPICAL UNIT 1/4°- T-O" zi ELECTRIC EQUIPMENT HEIGHTS ALL LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS 4 OTHER ENVIRONMENTAL CONTROLS ARE LOCATED NO NIGHER THAN 46 INCHES, OR LOWER THAN 15 INCHES A50VE THE FLOOR 'A`P/ 0 TO HOUSE PMEI. SCOTT D. DYER ARCHITECT, P.A. AA C001929 AR 0011551 7522 BRIAR CLIFF CIRCLE LAKE WORTH, FLORIDA 33467 (561) 641-7575 THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF THE ARCHITECT AND IS NOT TO BE USED ON OTHER WORK, REPRODUCED IN WHOLE OR IN PART, WITHOUT THE ARCHITECT'S EXPRESS WRITTEN CONSENT. TO THE BEST OF MY KNOWLEDGE. THE DRAWINGS AND SPECIFICATIONS SUBMITTED HEREWITH, COMPLY WITH EXISTING INTERPRETATIONS AND PROVISIONS OF THE APPLICABLE BUILDING CODES IN EFFECT AT THE DATE SHOWN BELOW, NO WARRANTY EXPRESS OR IMPLIED IS `HEREBY GIVEN. COPYRIGHT © 199 SCOTT D. DYER A ITECT, P.A. ALL RIGHTS RE D REVISIONS 23 11-20-99 OWNER REVISIONS ® 1-lo-oo OWNER REvlslow FA2-10-00 OWNER REVISIONS ® 4-2-01 OWNER REVISIONS FOR PERMITTING 0 II-26-01 OWNER REVISIONS ® IN 1 6-10-02 PERMIT COENTS 7 12-20-02 REVISED DRAWINCS FOR 2001 Fb.C. 0 3 s 1 4 A COMM. NO. 9 99-034 N r DATE 0 lro AUGUST 1999 A CASTLE PINES P.G.A. VILLAGE BY: KOLTER P.U.D. 2 PARCEL 20 B PORT ST. LUCIE, FLORIDA ji TH PLANS AND ALL PROPOSED WORK SUBJECT MANY CORRECTIONS R IRED BY FIELD INSPECTORS THAT AY BE NECESSARY IN ORDER TO C PLY WITH ALL APPLICABLE CODES. SHEET E/Mc=l OF 3 w I- Q 0 F- V) J� WASHER CO 20 r— 3" VTR 3" JI` RE—VEN1T "� `J VTR -� 4" VTR i I LAV SI TUB WC I I PED. I 2" 3 I SINK I aJ \VC I 3„ I 3n I—I/2" I 3a 4 I LAV TUB SI I CO P I 2" CO \UC I I 20 CO 3 1 RE —VENT qa r-------------- r - - - - ------------------- I ----_ I SCREENED Ija I I I i IG EAT CL 4'-4 12" I 3-5 1 " GUEST SUITE \ O / BECf B I o/c \ va/m 0 I I I I ----------- _ _—� I J \ 2" STUPPOR ®I VENT CO 1 2" STUDOOR VENT CO 2" RE —VENT I ® .rv. SINK r �4" VTR 1 \ 2" RE —VENT CO � � I CO ? LAVI \VC i�,2" RE —VENT 3" TLB W/ 2" SH 3" " S1w ;30 00 QWC 3" 4" n r n I--------,—,..—�� I TEDROOIi-I I I TRA ,; i I I I I I I I I II I I 1 I I I I II cx uar— nmc Z 6w VP zjgMIX GENERAL PLUMBING NOTES: I. ALL GRAVITY LINES SMALL WAVE A SLOPE OF 1/8' PER LINEAR FOOT (UNLESS NOTED OTHERWISE). 2. VERIFY SIZE, LOCATION, ELEVATION, AND CONNECTION OF SANITARY SEWER (IF APPLICABLE) AND WATER MAIN CIF APPLICABLE) WITH CITY (OR COUNTY) PRIOR TO INSTALLINGs ANY PIPE. 3. PROVIDE A GLEAN -OUT w BASE OF ALL WASTE STACKS. 4. PROVIDE SCALD PREVENTIVE VALVES AT ALL SHOWERS. FA. PI.UM5ING RISER DIAGRAM N.T.S. TYPICAL FOR FIRST ANY SECOND FLOOR UNITS (I UNIT ABOVE AND I LNIT BELOW SHOWN) vv 7 O ----• - - - - ---j --------------- SCREENED PORCH ttgR/ / CauEST SUITE r O xi \ U/c\ I nY„71 SECOND FLOOR ELECTRIC PL,4N T"rPICAl. UNIT 6ANIT14RY PIPING: I. VENTS THRU ROOF ARE TO BE OFFSET A MNIMUM OF 5'-0" FROM PARTY WALLS. 2. PIPING' UNDER SLAB TO BE P.V.C. CAST IRON (NO ") THRU 2ND FLOOR SLAB P.V.C. THRU ROOF- 3. FIRE—SAFING TO BE PER F.B.C. 705 8c F.F.P.C. 101, TABLE A8--2.5.2(8). =L SCOTT D. DYER ARCHITECT, P.A. AA C001929 AR 0011551 7522 BRIAR CLIFF CIRCLE LAKE WORTH, FLORIDA 33467 (561) 641-7575 THIS DRAWING. AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF THE ARCHITECT AND IS NOT TO BE USED ON OTHER WORK, REPRODUCED IN WHOLE OR IN PART, WITHOUT THE ARCHITECT'S EXPRESS WRITTEN CONSENT. TO THE BEST OF MY KNOWLEDGE, THE DRAWINGS AND SPECIFICATIONS SUBMITTED HEREWITH, COMPLY WITH EXISTING INTERPRETATIONS AND PROVISIONS OF THE APPLICABLE BUILDING CODES IN EFFECT AT THE DATE SHOWN BELOW. NO WARRANTY EXPRESS OR IMPLIED IS HEREBY GIVEN, COPYRIGHT © 1999 SCOTT D. DYER WCHITECT, P.A. ALL RIGHTS RE VED - REVISIONS II-20—qq OWNER REVISIONS ® 1-10-00 OWNER REVISIONS z2-10-00 OWNER REVISIONS ® 11-6-01 OWNER REVISIONS 12-20-02 REVISE.04.12AWINGS FOR COMM. NO. 99-+z73�F DATE 1 ro AUCsUST 1999 CASTLE PINES P.G.A. YILL45FE KOLTER P.U.I. 2 PARCEL 20 B PORT ST. LUCIE, FLORIDA SHEET E/Mc=2 OF 3 w Q f] V) OPTIONAL SERVIVE LOAD CALCULATIONS FOR MULTI -FAMILY (PER N.E.C. 220-32) a UNIT 51:1T-"il:G SERVICE #1 TOTAL VA 2 100% = 44.052 VA PER FIRST FLOOR UNIT TOTAL VA D 100% = 44.352 VA PER SECOND FLOOR UNIT 44.052 VA X 2 UNITS= 88,104 VA FOR FIRST FLOOR TOTAL 44.352 VA X 2 UNITS= 88,70-1 VA FOR SECOND FLOOR TOTAL TOTAL VA a 100% = 8.500 VA FOR HOUSE PANEL TOTAL FOR SERVICE #1 = 185.308 VA X 0.45 = 83,388.60 VA 83,388,60 `1A / 240 V= 347,46 AMPS USE PARALLEL FEEDS 42/0 COPPER FOR SERVICE #1 UNIT BUILDING SERVICE 41 TOTAL VA 9 100% = 44.052 VA PER FIRST FLOCR UNIT TOTAL VA ^a. 100% = 44,352 VA PER SECOND FLOOR UNIT 44,052 VA X 2 UNITS= 88,104 VA FOR FIRST FLOOR TOTAL 44,352 VA X 2 UNITS= 88.704 VA FOR SECOND FLOOR TOTAL TOTAL VA a !00% = 8.500 VA FOR. HOUSE PANEL TOTAL FOR SERVICE #i = 185,308 VA X 0.45 = 83,388.60 VA 83,388.66 VA / 240 V= 347.46 AMPS USE PARALLEL FEEDS 42/0 COPPER FOR SERVICE #1 SERVICE #2 TOTAL VA a 100% = 44,052 VA PER FIRST FLOOR UNIT TOTAL VA W 100% = 44,352 VA PER SECOND FLOOR UNIT 4-4,052 VA X 2 UNITS= 88,104 VA FOR FIRST FLOOR TOTAL 44,352 VA X 2 UNITS= 88,704 VA FOR SECOND FLOOR TOTAL TGTAL FOR SERVICE #1: _ 176,808 VA X 0.45 = '19,563.60 VA 79,563.60 VA / 240 V= 331.52 AMPS USE PARALLEL FEEDS 42/0 COPPER FOR SERVICE #2 ELECT121C LEGEND g vu"x Recap = O FLOOR routm RECEPTCLE 0 220 v rsEGTpr4m PH PHONE JACK INN KOM TIOWW ROM JACK TV cm- TH.EveION JACK ® PIAOR Na W n"VOM JAM ® sD smme PKWTOR 0 JUNCTm BOK OCR ouvlU RECEPTIOLE (WAITER PROOF) OCPI an" TIfCfAmu W/ GH PROTEOIIOM ( SWIFOH ' "AY SWTCH ,yppy 4-WAY SW C14 :H- S1IITOH (IA4'ER) Ni SWITCH (RHEOSTAT) ® ExKvw FAN ® E*WM FAN W/ HEAT LAMP l+ WALL MOUNTED LICW F+xnm -¢- a"4 T10LE m uaw F"m - - REC@SBED LICK P llm - -M RE.CE39ED Llc w FANLIKE (m M-+TAT) -�- R8OL W UQW RXnft (EYEBALL) ch vI5co *cT SW CH ® ELECTRIC PANEL ODD CHMES Iw NTERCOM ® IY X 480 Fa uo msa ff FMTURE MASTER ALARM PANEL -0 AD ALARM UWAL -0 PB PU9N BI/'CFON OELNG PAN off SM W/ BATTERY BACK-UP 6PERGBNOI' WW W W/ BATTERY BACK-tF �" P' ''r" IPICA H r..+-L "T" L FIRST FLOOR dIl" ELECIR:C LCAD CmLCULATIOivS ELECTRIC LOAD CALCULATIONS (MAIN PANEL "A") DESCRIPTIONd CIRC. WATTS BKR./POLE WIRE EXTERIOR LIGHTING & 6 60U 20:'1 #12 RECEPTACLES (GFI) IRRIGATION PUMP (5 HP) 2 2500 20/2 #12 SPARE - 1 1600 TOTRL i0.100 WATTS 10.100 WATTS / 240 VOLTS = 42.09 AMPS USE 50 AtiP PANEL GENERAL ELECTRIC NOTES 1. DO NOT SCALE ELECTRICAL DRAWINGS. REFER TO THE ARCHITECTURAL PLANS AND ELEVATIONS FOR THE EXACT LOCATION AND VERIFY WITH OWNER'S REPRESENTATIVE. 2. ALL WORK SHALL BE OONR IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND SHALL COMPLY WITH ALL LOCAL CODE REGULATION5 AND RESTRICTIONS. 3. "ROMEX' WIRE MAY Be USED. 4, PROVIDE GROUND FAULT INTERRUPTER CIRCUITS FOR ALL WEATHCR-PROOF RECEPTACLES, BATHROOM RECEPTACLES, KITCHEN AND GARAGE RECEPTACLES. (PER NEC 210-8) 5. PLACE ALL RECEPTICALES VERTICALLY IN WALLS. kilcMISAJ R£CgPihCLges MA'y 68 NACIY,*QTAI- a 2ATslia G+DoO fA, 6. ALL SMOKE DETECTORS ARE TO BE CONNECTED AND POWERED BY HOUSE ELECTRIC AND HAVE BATTERY BACK-UP. CONNECT ALL SMOKE DETECTORS IN TAN7EM SO THAT THEY ALL SOUND SIMULTANEOUSLY. (TYPICAL AT EACH UMT) ALIL 660R M Re-- 61'7AC L , 7D Se ARC- r-+�,t3I-T �� GIQCuti�a �� tJ• ZIi�'-i"2,1 METER BY POWER COMPANY iL 6 THWN CU W/ 8THWN CU qJ 3/4" C SE PANEL MMT-C. & PHOTOCELL O � 125R F75ASKP PANEL �3) 4 THWN CU W/ I) ##6 THWN CU GND IN 1' C THWN CU COLD WATER PIPE �I)) /6 THWN CU W/ GND NJ 1-1/2" C #1/0 BARE CU GROUND TO COLD WATER PIPE & GROUNDING ROD PARALLEL FEEDS (3) #2/0 THWN CU IN 1-1/2" C. 4 UNIT BUILDING ELECTRIC RISER DIAGRAM N.T.S. TYPICAL ELECTRIC BANKS AT END OP BUILDING. VERIFY LOCATION AT EACH BU,OING WITH POWER COMPANY. BOX METER BY POWER COMPANY [I) 8 THWN CU G THWN CU W/ A GND IN 3/4" C / MAIN HOUSE PANEL BKR P L 2 POL M M i PHA T.C. & 3 WIR PHOTOCELL O 125 A F7JPANEL PANEL - L �I) #6 THWN CU W/ -TGND IN I" C j) 6 THWN CU N CU W/ COLD WATER PIPE I (;ND IN 1-1/2" C #1/0 BARE CU GROUND TO COLD WATER PIPE & GROUNDING ROD PARALLEL FEEDS (3) #2/0 THWN CU IN 1-1/2" C. METER BY POWER COMPANY M M M M 125 A 75 A I TYP. UNIT BKR BKRPANELS PANEL SUB- ' (TYP.) �-- �3} 4 THWN CU W/ GN�N IHWN CU 3) I THWN CU W/ COLD WATER PIPE �Ij 6 THWN CU GND IN 1-1/2" C #1/0 BARE CU CROUND TO COLD WATER PIPE & GROUNDING ROD PARALLEL FEEDS 13) 42/0 THWN CU IN 1-1/2" C. 8 UNIT BUILDING ELECTRIC RISER DIAGRAM N.T.S. TYPICAL ELECTRIC BANKS AT EACH ENID OF EACH BUILDING. VERIFY LOCATION AT .EACH BUILDMG WITH POWER COMPANY, DESCRIPTION CIRC. WATTS BKR./POLE WIRE "EAT STRIP (5 KW) 4 5000 30/2 410 A/C CONDENSOR (2 TONS) 2 4500 (N.C.) 30/2 4i10 GENERA:. LIGKTtjG (891 SF X 3W)3 2673 15/1 #i4 REFRIGERATOR 1 830 20/1 #12 DISPOSAL 1 675 20/1 #12 WHIRLPOOL PUMP (GFI) 1 1200 20/1 1;1.2 SECURITY SYSTEM 1 1000 20/1 412 DISHWASHER 1 1500 20/1 s12 MICRO'"7A'JE 1 1200 20/1 412 RANGE (SELF-VETiIING) 2 10800 im 50/2 # 6 SMALL APPLIANCES 2 1500 20/1 #12 SUB -PANEL ,B,, 2 14-74 75/2 # 4 SPARES 2 32N NO1i-COINCIDEITTAL TOTAL 39.C52 WATTS (NO A/C LOADS) FIRST i0.000 WATTS 0 10C% 10.000. WATTS REMAINING 29.052 WATTS 9 40% 11.621 WATTS A/C LOAD w 10'0% 5.000 WATTS TOTAL 26.62! WATTS 26.621 WATTS / 240 VOLTS = 110.93 AMPS USE 125 AMP PANEi, ELECTRIC LOAD CALCULATIONS (SUB -PANEL "B") DESCRIPTION CIRC, WATTS BKR./POE WIRE A%C UNI£ (3`4 TON) i 1600 20,1 #12 GENERAL LIGHTING (348 SF X 3W)2 - 1044 15/1 #14 REFRIGERATOR (U/C) 1 830 20/11 #i2 WASHER,'DRYER COl%BO 2 5000 30/2 #10 SMALL APPLIANCES i 1500 20%1 412 WATER HEATER 2 45.10 30/2 #10 TOTAL 14.474 WATTS 14.474 WATTS / 240 VOLTS = 60.31 AMPS USE 75 AMP PANEL ELECTRIC LOAD CALCULATIONS (MAIN PANEL "A") DESCRIPTION CIRC. WATTS BKR./POLE WIRE SCOTT D. DYER ARCHITECT, P.A. AA C001929 AR 0011551 7522 BRIAR CLIFF CIRCLE LAKE WORTH, FLORIDA 33467 (407) 641-7575 THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF THE ARCHITECT AND IS NOT TO BE USED ON OTHER WORK, REPRODUCED IN WHOLE OR IN PART, WITHOUT THE ARCHITECT'S EXPRESS WRITTEN CONSENT. TO THE BEST OF MY KNOWLEDGE. THE DRAWINGS AND SPECIFICATIONS SUBMITTED HEREWITH. COMPLY WITH EXISTING INTERPRETATIONS AND PROVISIONS OF THE APPLICABLE BUILDING CODES IN EFFECT AT THE DATE SHOWN BELOW. NO WARRANTY EXPRESS OR IMPLIED IS HEREBY GIVEN. COPYRIGHT D 1999 SCOTT D. DYER ARCHITECT, P.A. ALL RIGHTS RESERVED REVISIONS 1-10- Z000 01wNE,e , 12,2ca- 20oz GEw, Rev 04001FIED To NSW COMM. NO. V 99 A 0 -O3 HEAT STRIP (5 1:W) 2 5000 (N.C.) 30/2 #10 A A/C CONDENSOP. (2.5 TONS) 2 5300 40.-2 # 8 t\ GENERAL LIGHTING (891 SF X 3W)3 2673 15/1 414 DATE \ REFRIGERATOR 1 830 20/i 412 DISPOSAL 1 675 20/1 #12 16 AUGUST 1999 WHIRLPOOL PUMP (-PT) 1 1200 20<'1 #12 rI TI IM q SEC F..11 SYS1E.. DISHWASHER i 1 luuv 1500 20.1 20.'1 #1� 412 MICROWAVE 1 1200 20/1 #12 RANGE (SELF-VENTICdG) 2 10800 ,�Oi2 # 6 CASTLE PINES SMALL APPLIANCES 2 1500 20'i #12 SUB -PANEL 1"474 75/2 # P.G.A. VILLAGE SPARES 2 3200 BY N.C.= tiON-CUIr.CiDEryTAL KOLTER TOTAL 39.052 WATTS (NO A/C LOADS) FIRS: 1O.COO WATTS a 100% 10.000 WATTS REMAI}'Tp11 �q O-52 WLT�s 11 40 '162' WATTS 9 !00 % 5.300 WATTS P'U'D' 2 PARCEL 20 B TOTAL 26,921 WATTS PORT ST. LUCIE, FLORIDA 26.921 WATTS / 240 VOLTS = 112.18 AMPS USE 125 AMP PANEL ELECTRI" LOAD CALCULATIONS (SUB -PANEL "B") THESE 111. kNS AND ALL PROPOSED WORK ARE 1, 1. 1 3JECT TO ANY CORRECTIONS DESCRIPTION CIRC. WATTS BKR./POLE WIRE REQUI D BY FIELD INSPECTORS THAT MAN IIE NECESSARY IN ORDER TO A/C UNIT (3/4 TON) GENERAL LIGHTING (348 SF X 1 3W)2 1600 1044 20/1 15/1 #12 #14 COMP ITH ALL APPLICABLE CODM REFRIGERATOR (U/C) WAcH"R'DR"FR COMBO i 2 83C SOOO 20/1 "0/" #12 #10 w E . 3 C SMALL APPLIANCES 1 1500 20/1 412 WATER HEATER 2 4500 30/2 #10 TOTAL 14.474 WATTS 14.474 WATTS :' 240 VOLTS = 60.31 AMPS USE 75 AMP PANEL SHEET al E/M=oj OF 3 I C F 2 a n 0 F 8-UNIT -- GULF VILLA 991 (772) 286-3700 X (772) 288-4234 Roof and Floor Truss System 4175 Martin Highway Pa(m City, FL 34990 .� NOTE: TRUSSES SHOWN ON THIS PLACEMENT PLAN ARE A COMPONENT PART OF THE BUILDING AND SHOW TRUSS LOCATIONS, PROPER ERECTION, TEMPORARY AND PERMANENT BRACING DESIGNS ARE NOT THE RESPONSIBILITY OF THE ROOF TRUSS MANUFACTURER. LATERAL BRACING SHOWN ON THE INDIVIDUAL TRUSS DRAWINGS MUST BE PLACED DURING ERECTION PROCEDURE, 77'-G' AUTH❑RIZATI❑N AGREEMENT RUSSES CANNOT BE FABRICATED UNTIL THIS IGREEMENT HAS BEEN SIGNED AND RETURNED THE LEGAL DESCRIPTION OF THE PROPERTY WHERE THE TRUSSES WILL BE INSTALLED IS, THE UNDERSIGNED ACKNOWLEDGES AND AGREES 1, TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS LAYOUT, WHICH IS THE SOLE AUTHORITY FOR DETERMINING SUCCESSFUL FABRICATION OF THE TRUSSES. 2, ALL ➢IMENSIONS IN THIS LAYOUT HAVE BEEN VERIFIED BY THE UNDERSIGNED. 3, UNLESS WRITTEN NOTICE IS PROVIDED BY CERTIFIED MAIL TO W. KOSL INC, WITHIN TEN (10) DAYS OF DATE OF DELIVERY THE UNDERSIGNED AGREES THAT NO BACKCHARGES WILL BE ALLOWED, IN THE EVENT SUCH WRITTEN NOTICE IS FURNISHED, W. KOST, INC. SHALL HAVE THREE (3) BUSINESS DAYS IN WHICH TO BEGIN REPAIRS REQUIRED, OR MAKE ARRANGEMENTS TO HAVE REPAIRS DONE OR TO SUBSTITUTE OTHER TRUSSES AT W. KOST, INC. OPTION. 4. THE UNDERSIGNED ACKNOWLEDGES RECEIPT OF 'HIB-91' TRUSS PLATE INSTITUTE, 5, DELIVERY IS TO JOB SITE. IT IS THE BUYERS RESPONSIBLITY TO MAKE THE JOB SITE SUITABLE FOR DELIVERY W. KOST, INC. HAS THE S131.E AUTHORITY TO DETERMINE THE SUITABILITY OF THE JOB SITE OR A PORTION OF THE JOB SITE FOR DELIVERY. W. KGST, INC, WILL BE RESPONSIBLE FOR DUMP DELIVERY ONLY, THE BUYER IS RESPONSIBLE FOR ANY AD➢ITIONAL DELIVERY EXPENSES IF W. KOST, INC. HAS TO REDELIVER BECAUSE JOB SITE IS NOT PREPARED FOR DELIVERY 13F TRUSSES. BUYER WILL ALSO BE RESPONSIBLE FOR ANY TOWING CHARGES DUE TO SITE CONDITIONS. 6. PRICE AS SHOWN IN PARAGRAPH 7 IS SUBJECT TO CHANGE IF ANY CHANGES ARE MADE TO THIS LAYOUT. 7. THIS HMHM=RWRBIDER TO W. KOST, INC. OF THE SUM OF $ WHICH INCLUDES SALES TAX, INVOICE WILL BE MADE ON DELIVERY AND WILL BE PAID WITHIN TERMS AS REQUIRED BY W. KUST, INC, MANAGEMENT. INVOICE MAY BE MADE AT SCHEDULED DATE OF DELIVERY IF BUYER CANNOT ACCEPT DELIVERY OF FABRICATED TRUSSES THE UNDERSIGNED AGREES TO PAY W. KOST, INC, REASONABLE ATTORNEY'S FEE FOR COLLECTIONS. IN THE EVENT PAYMENT IS NOT RECEIVED WITHIN TERMS, 1 1/2% PER MONTH SERVICE CHARGE WILL BE ADDED TO ALL OUTSTANDING BALANCES, 8, SIGNITURE OR INITIALS ANYWHERE ON THIS SHEET CONSTITUTES AGREEMENT TO ALL ITEMS HEREIN, 9. IN THE EVENT OF ANY LITIGATION CONCERNING THIS AGREEMENT, THE ITEMS FURNISHED HEREUNDER OR PAYMENTS REFERRED TO HEREIN THE PARTIES AGREE THAT THE SOLE VENUE FOR ANY SUCH ACTION WILL BE MARTIN COUNTY, FLORIDA. 19'-4' 6'-4' 6'-4' D❑ NOT CUT OR ALTER THESE TRUSSES IN ANY WAY WITH❑UT FIRST C❑NSULTING A W. KOST REPRESENTATIVE ROOF DESIGN LOADS IPSF) TOP CHORD LIVE 30 TOP CHORD DEAD 15 B❑T, CHORD LIVE 0 STRESS INCREASE 1.33 WIND LOAD 110 MPH 2X6 HEEL _........._ v gip. O APPf� OWED FURNISH AS COARECTEIk 0 REJECTED )�REVISE AND RESt38fJlii THIS REVIF%q I$ ONLY FOR G€`NERAL r*NFO€ MANCE WITH THE DESICliq ✓„z NCFPT OF THE PROJECT ANQ GENERAL CoMpLtp,- Cc-LN;-H THE iNFO,:`I b*.AT;Oo: GIVEN IN THE CONTRACT D(„ kA.4CMTS. CORR+ECT1ONS OP COMMENTS F)."DE'ON THE S4iOP ORAWINI5S DURING THS ,,';VI I$i DO NOT i-zELiSVF THE CONTRAC*TOO 'rRON4 C(N W .TANCE WITH THE FitEQWREIJ...E%V*S OF THE %`.ON'TRACI' DCCU'=RENTS AND SPEO,IFIC:ATIONtS. APPNOVAI- OF A SPE "!F C r F}.3 SHALL NOT INCLUDE A'P:?+:=L OF AN ASSEMBLY OF'"AlHiii iY THE ITEM is /A CO"PONE',N I'. OON 7 RAC;`OP IS FOR P,_4 L UANT!Tli ; ANO OIMEN>IpJ :> TO SE GU RI viE`U AND e.9,;, 4:60 'W-n .; ZWc lr)RPJ IE U RM rION THAT PERTAINS r <- •, --.R. ION € s OCFSS�S OR TO THEE. S .s�........L`r° 'C a .: - FASRICAT > .,. Ri: i 'i3S, T:'={::iPfiOCEC:f1RE5 OF YuCTIi)fk-00RiDiN,=t lO!.i O'P Tl: %e'—�A}C OF ALL Ti APES: ANO FOR PERFORMINGLL 4ew,.., ,P; A i,AFs AND :t,tiFACTORY MANNER. ��.Km OF, TOP OF WALL @ 19`9 1120 TRUSS PLACEMENT PLAN FOR -( "GOLF -VILLAS" ))INC 8-UNITS )-LOCATED-THE RESERVE F,F. ,F,F, 8-UNITS // -- // GOLF VILLA CASTLE PINES F8' BLOCK 18„ BEARING WALL SO CUT OH ST TYPICAL END DETAIL SCALES 3/4'=1'0" uT�e_o_nrt�n�ei bTNC\ wocar�bon�nrc�ru�n THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. PLAN SCALES 3/16'=110' JOB-# 31550 N ALL REQUIRED COLUMNS NOT SHOWN, OR WITHOUT A PIECE MARK, ARE DESIGNED AND SUPPLIED 5Y OTHER5 a INSTAi_LER: ALL JOISTS SHALL 6E ERECTED IN SUCH A MANNER.iO THAT THEY ARE VERTICAL, LEVEL AND PLL#18 AND AT THE PROPER ELEVATIONS. ANY SHIMMING THAT MAY BE REQUIRED SHALL PE L'CNE WITH METAL. NO installation shall be In accordance with the Manufacturer's recommendations and wlth the "Installation 1anual for the HAMBRO D-500 COMPOSITE FLOOR SYS rr It' 13 REJECTa f L7 SiL:i ISE AND kviaupF I-V - ai WE) RLV!E!V tS Z1,q!LY FOR 3Eftfx=. O�. li THii !:)f-S14 PJ r r}ACED Z?a TEE FAUJ CN�,eORMA^!C tR-J'ri1f j C6Sivif'3.IJAAC V IT} T at_tfkx�,fii CEN.'f'4?A T (JOG THE ItlF OE rtATit N GI4' V dif TH i ftRRG: ,;,tij t1 SHOP UfThkry!NG^a4DUFiliv�t TF§ �At� THE* ' i lam= iE rdr CUNTFt4CTUI:1 FACJftR CC1ft3,at d4'd'E Lt i fi Tt iF rs s .yi „a - ; : . SP ' ti ICA1-ion C C 4l f?&r7 f3 r RaVsa INCUR.'* ^ S A ¢, 7 <�C C h I4 SFEt IFI t � � ? � r ' -ilk :J()I l ^ t C 4Ft P tr =f4 AN F c ft�f'I ✓ OF Vr z. > b4 hF t zts �nT S r iz C3 RAF!'tit�)"du tO €3a t T E` C,S TION. QC)1 r�ygR rJO„J .r y a i ?dT.41f ft o �iI"! L d7lC3N f 6* ', �' Ct 3. 7 He W-AF-, e „UC}''# : AN() a r aEj alas bay r a�11J °, i� r v _- w.i'i OF 1 F0y�,y� ry.:� tr��J fGRft t@u•,x Jx3... 4".'uSrt h -. ihitt R y IV'rAM.-jr-j i. :: r.(F AND z ECT, P 8 UNIi 5U(LDIN Mild �N w''� I N ) l� II � k e o" r E�' nr 3a4 $ 'e it "to coC nsI FEo.TIVE VV ORK Sl'iAt_4. BE 1 °a6i`* E OM MATERIAL SUPPLIED BY CiANAM STEEL. 0T;' OUT THEIR i !"°i3IOR IWPIT ?"EINI Ai'='T3'3VAt— THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. n Aructural Systems Division I ... • CA5TLE PINE5 PGA VILLAGE POINT 5T. # 102' E, ji- J I 0 b 001.1I5LE UJIRE LIEGENP is g,^.M5go Jplejo AtN MAtIERIAL NOTE: HAMBRO J015T5 ARE NOT DESICsNED TO 5UPPORT ROOF LOADS (UNLESS NOTED) DENOTES TAGGED END OF JOIST (PIECE MARK) RA ip�NoTt:5 RELP ATTACHED ANGLE (AKA MH OP, D DENOTES 5HOP WELDED (TO ROLL5ARJOIST) DEEPSHOE Fkl) S Ir-rtT IO�AL STEEL -rUAT 15 SU IED BY CANAM STEEL - DENOTES TAGGED END OF BEAM (PIECE MARK) ]DENOTES STEEL. COLUMN (PIECE MARIG) NOT : ALL STRUCTURAL STEEL NOT SHOWN ON HAMBRO PLAN, OR NOT MARKED WITH A PIECE MARK (SHOWN ABOVE), " IS SUPPLIED BY OTHERS. BE41ZIM WALL.$ OR IEADEIR6 CqE> 91M 4 $l N'i'I V-1Y 0t1 ) t-u wnte-AT=A I rnu o BP-AMW-%MASONPY WALL - ELEV- (+10'-5'/4)____.- 91HER MATERIAL El n �.... € N .I i -.. ^Y hll� Ali -4- s . ,....... ,..- --------.-----------.............. ._8 r 4— ay g 51717 e •fro' gY I C I 1 !n f ro I T64x4x1/4 tr - _ 14" H.J. 1 01w r COL. BY OTHER$ DOUBLE WIRE MESH SECOND FLOOR FIv4MING PLAN +ri IC7R LL40 TOP OF 5LA13 ELEV. +10'-10e4 =� Flap ap JOIST BEARING ELEV. +101.1 UK NTC?. MR TL=IIS PSF H,Ai 15RO JOIST 5CHEDULE CITY SLAB Fl- SPCCi. MARK CLR. SPAN BASE HAMBRO 812'E REMARKS 16 all NA 4.1 J01 31'-4 32'-01/2 RHIS/430 - 16 3" NA 4.1 J02 15'-91/2 161-5 HIS/430 - 4 3" NA 4.1 J03 V-01/2 5'-9 H18/430 5" BRC,. SHOE 0 TACK 16 3" NA 4.1 J04 21'-9 22'-51/4 HIS/430 - 8 411 NA 4.1 J05 18'-0 181-9 HI4/514 - 4 4t1 NA 4.1 J06 V-113/4 V-8114 HI41514 5" SRCs. SHOE OFr'. TAG 4 411 NA 4.1 J01 4'-2 .5'-0 H14/514 5" SRCrt. SNpE EACH END 4 411 NA 4.1 J0$ 22'-0 22'-'3 H14/430 - 12 y 3TALLER ALL JCI$TS $HALL SE ERECTED IN 5UCN A M"ER $0 TWAT THEY An WELDED WIRE MF.5N VERTICAL, LEVEL AND FLU15 AND AT THE PROPER ELEVATIONS. 56 r,"rEFETS5 & x I& tU2.9 UU129 ANY 5HIt1MNG THATREQUIRED MAY 5E $HALL 5E DCTIE WITH METAL. MWIRRD paR 6 UNIT BUILDING NOTE. Installation shall be In accordance with the Manufacturer's '7YfROLL E34f@ SCHIDUL E 'E QIMITI TYFE cdUANTI TYF'� recommendations and with the "Installation Manual for the MG.4•IV4 740 Lcx�NtEwo� a0 HAMBRO D-500 COMPOSITE FLOOR SYSTEM". •I 000 �V ow NT�IeE¢ 40.E Exr mwp. w-& I imps I "MilVZO 1 1p P Q v Ill 1 DOUBLE WIRE MESH 1Ai mI 3 APPROVED 0 FIJrns'I 41 AS 0011RECTEO 0 REJECTED CI €2�'rl:. - Akll) RESUBMIT THIS REVIEW IS ONLY FOR GFNERAL L)ONFOPMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND GE-NiERAL COMPI LANCE: WITHTHE INi C>RMAI10M GIVEN IN THE CONTR, C E)OCLJMFNTb CORRECI'c?IvS OR COMMENTS MADE ON THE SHOO DRAWINGS 11URINQ, THIS REVIEW DO NOT RELIEVE THF CONTRACTOR, , FROM COMPLIANCE WITH THFr� Q3i9EMFNdf'S0)FTH COrrrN"irTIOCU1vFk:NTSAND SP- CIFIC•/ATIONi PFr p%'.)VAL, Or A `• a 1 EINI SHAM,. NOT rr t r„ A < •x.MF. s eJ. yn r tf ITEM s IYPI .t.J vi 'F F (�.. i > t'itli"'tI1 0NT `(A it 1. '?s .i.-r i E 4iF? lU ii At. '+l,[1 ],AME NS)<,^:•'^i l ' ( a.-t uyr -0 AND i C--i t3f T i' 1�F3"Iiir iNF1)1 "rtiTl+"t t PL,F?1 'PIS e 4 YS7 iL E r.,S4Te; nTlsb PRO"E` SC s 0", U TrrE 1a- +NS, fL6 t5 5 dEt H D,kI ES o `• . ; I ANC ^ .3;IS-S OP C, _,:y Sti,lm C nl 'tl t N f,t.L,. n`,idCk FOR i> :'a 9fihiiVC ALL .tGaHK IN A SAFE AND Al ISFAG T'URY ivt>.NNE Fl. scot-r D. aY£ DATE -' 4"0 BY. d- S UNIT BUILDING IITLti FL-,4 Cue,TOMER: KOLTER HOMES ARCHITECT:5COTT D. D`i'ER ENGINEER: DRAUN BY:f� L_ C1dEGi D BY: Gp- ATE:04/06/01.g a/ FINAL. T�#f. RAMNR I FOR FIELD USA` NO 00R.PECTWE 'A"ORK SH A1.i_ 5E I.ib:NE ON k!XrSRfAL SUPPLIED By CiAiciAM :p £ E^:C.. L I- -'vc Ir, "10i` +refl l`iT E N, APr R1OV A v THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. Haab Structural Systems A Division of Calnem Stet Corp. eASTLE PINE5 FGA VILLAGE 'ORT ST. LUCIE, FL 4= ELEV.+10'-1 n) TWPAN Bottom WA Br 6w s�fta�dl MW - l8" HAMBRO JOIST ELEv.4iv1-'11/4 W i"M OR CAT NABS 02'-C O/C (MIN. F-MB. /4u) SL�i?E„ ►�a I (ROLLRE AR ANGLE) 14" HAMBR.O JOIST SEE PLAN 5ECTiON A SECTION 53 Jh TOP OF 2NQ FLOOD IV SLAB ELEV. +10+10�'-101/4 WPM OR CUTNAU e2'-0 O/C. airy _ (MfN. EMB. 3/4") "a IIELOED WIRE MESH /U12.S x W2.9) -TYPICAL BY CANAM STEEL SLOPE Ste_ ,a (ROLLBARRA1WSLE) (ROLLRBAR ANGLE) (ROLLBARRaANC:LE) (ROLLRBAR ANGLE) temporaryJ. Button diord & .. SEepIm181dilElbrOiRmlWbnl'4w81 , ELEV.+1(D'-BI/4 ELEV.+10'-i0'44 14" HAMBRO JOIST I 14" HAMBRO JOIST A ` HAMBRO J0157 POU5LE WIRE Mi_51-i 5ECT ION D TWO (2) HILTI OR EQUAL POWDER ACTUATED PINS or (EON 221=8) INSTALLED PER MFG. SPEC. " M M 1 J18" HAMBRO JOIST W14 n 5ECTION • IS" HAMBRO JOIST s PLEASE VERIFY iT 2 IN TALLY ALL J0167S 6RALL BE ERECTED IN SUCH A MANNER SO THAT T4EY ARE VERTICAL, LEVEL AND PLUMB AND AT THE PROPER ELEVATIONS. ANY 61-111 MINCa THAT MAY BE REQUIRED SHALL BE DONE WITO METAL • NG installation shall be in accordance with the Manufacturer's recommendations and with the "Installation Mriiival for the HAMR)RO D-500 COMPOSITE FLOOR SY51 M". ;5H (11129 x 112.9) -TYFIG STEEL 4 Top" Bottom aa'd Br . �,.e... &ai'IatadNafxoPotaNlWattaual 18" HAMIBRO JOIST SECTION SLAB ELEV. b' �Jl ulr . Z. 1A �! UJ14 EELOED Wn MESH (0-S x W.S) -TYPICAL BY CANAM STEEL I � 15" HAMBRO JOIST SECTION C. - 0:1 ;=v +Ids' --I OF COL. �- 3/a STIFF. (NS 4 FS) -3/44' A325 501-TS (4 F;eBQ'C7) TS4x4xt/4 - i T64x4xl/4 . tPs'sxl2xi'-0 q i FIELD NOTE: WASHERS REQUIRED m 11/2" NON-SHRW GROUT I • ° ®' SEE ARCHITECTURAL AND/OR STRUCTURAL ' '.. DRAWINGS FOR FOOTING DESIGN a' 1/WY OANC. BOLTS _. SECTION X. X APPROVED 0 FURNISH AS CORRECTED 0 REJECTED ❑ REVISE AND RESUBMIT BMIT THIS REVIEW IS ONLY FOR GENERAL CONF'ORNIANCE WITH THE DESIGN CON( OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORiATiON t VEN IN THE.- b CONTRAGT DOCUMENTS. CORRECTIO)s S Oi-i COMMIENTS MADE ON THE SHOP DRAWINGS Liu -ii NG iH! S RE',,"! E"I DO NOT €iELiE'VE THE CONTRAC T£OP r-ROM COMPLIANCE WITH THE REQUIREMENTS (;,F THE .COr' r E Acll DOCUMENTS AND e SPECIFICATIONS. APPROVAL OF A 5f '. s C 1 i' 0 SMALL NOT INCLUDE APPROVAL -(! OF Ail ASSFN r 0IF sn H! H HE ITEW 13 A C0:\?,PONE NT. CONTRACTOR I,_ FE;9r QNS1 J FOR ALL ar i"I ITIES APND DIMEYNSIONC TO e' i h �? ik i1S+E3 AT THE JOSSITE iNFOWAA ION D103 'e ATAIiN,3 Q r§LEAW1ICAi[ONPROCFSSE CRr:3THE MEA"NS, cc }'+i CONOFJJINATION OF TH'_l .)i ALL Tfs' AND FOR PERFORMING ALL WOR . ;N A `.', FE AND bwi FA1"T0F1Y MANNER, x'OTT 0.D ER CHITE TZ TE5 MC Fit CATIONS 1. WAMBRO40 DRAWINGS should always be used in conjuntion with approved Architectural, Structural and Med-anieal plans. 2. 3 in, nominal concrete slab, fc=3000 psi. at 28 days, u/n. Total design load = 105 psf. 3. Welded wire mesh 6 x 6.x W29 x W29 , fy = 60 ksi (min.), u/n. Laps to follow ACI 316 provisions. At bearing, mesh cover shall extend minimum 411, a/n. 4. Standard joist shoe to be 4" D x 13/4" H x 1/4" T x 5" W, u/n. 5. Bearing elevation to be finished floor elevation less thickness of slab and less 1/4" T for joist shoe, 6. Provide solid masonry bearing as specified, without voids, under joist shoes. T. Joist to have ceiling extensions, LIM and i shop coat std. (grey, rust Inhibitor) primer. 6. Rollbar Angle (RA), are unpainted and non-structural installation accessories once the concrete slab reaches specified strength. 111*14L ATION S. Installation shall be in' accordance with the Manufacturer's recommendations and with the "INSTALLATION / ERECTION MANUAL for the HAM13R0® D-500 COMPOSITE FLOOR SYSTEM , 10, All top chord "i- sections must face the SAME DIRECTION for proper installation of plywood forms. 11. Avoid, If possible -for ease of removal, inserting two "ROLLBARS= in the same slat. 12. DO NOT WELD any joists, if required at bearing, without first having inserted a "ROLLI3AR".at each end of every joist in unit to ensure proper s acinla 13. In areas where slab 1s thicksned, "ROLLBAR" spacing should be reduced. 14. BUNDLES OF FORMS AND MESH should not be placed on joist system, but rather on the supporting walls or beams. 15. Construction joints shall be made parallel to and no closer than 611 to top chord. 16, NO CONSTRUCTION LOADS shall be placed on joist system until a min. 4 corsecutive joists have been laterally braced with all required "ROLLBARS" AT BOTH TOP AND BOTTOM CHORDS AND UTH ALL FOW-6 IN PLACE 11. If mesh has been cut to allow for an opening, reinforce Wiese areas with an additional layer of mesh, lap P-0" all around opening and tie to bottom of mesh, CoNciem pnl �R 18. If core drilling, maximum hole diameter is 5 inches. Make sure HAMBReJoists are not drilled. Minimum center to center of drilled holes is 2'-0. Oniy one strand of tetlsile mesh may be cut per hole. 19. DO NOT DROP BUCKET LOADS FROM EXCESSI HEIGHTS A.NQ IN CONCENTRATED AREAS OF JOIST SYSTEM 20. DO NOT F ISIL 64 WNCRETE IN EXCESS OF TOE DESI661 SLAB THICOE88uht During construction, the non -composite capacity of the joist Is 254 lbs. FLF, u/n. 21. As needed, clean over pour at lower levels after each pour. OTtIER IR4.120 22. DO NOT OVERLOAD Oe. loads from blocks, drywall, lumber, sand, etca joist system or stab at any phase of construction. 23, 00 NOT LTER drill, powder actuate fasten, burn or cut any HAMSROs' Structural Component as this will reduce it's designed capacity. 24. if shoring is used, place shores at panelpoint of bottom chord. FIRE RATWA 25. Refer to the latest UNDERWRITERS LABORATORIES, INC, FIRE RESISTANCE DIRECTORY. For drywall ceilings use L16TING NO. Please �Ota�a HAMBSt &Wreseritatlye if uou recluire 1 ion infarm ti . R". R F�c,Utrd 1RAfia NO CORRECTIVE 'W011K SHAUL BEDONE ON MATERIAL SUPPLIED BY C:AIVf•,EA STEEL WITHOUT THEIR PRIOR WRITTEN fiaI'laRUVAL THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. Structural rt % v. Division 450 .. • ► Beach, FL. SW1 •'' a II r