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HomeMy WebLinkAboutBuilding PlansRECEM ���a-ay�1 ` ■ ■-=--------- ■ NJ 16" PC BEAM TYR -- ■ ■ (3) 25 SH 268 16'-4" 16'-.6„ Ni 2'-0" - 201 _1 0 ' ■ 12'-8" 3`_8° 14'-6" ■ o ■ 1 - 3'-5" 4' -6 ■ „ CMU WALL @ T-4" ATE W/16 LANAI s TRANSOM OPENING ABOVE ° N CAFE POOL BATH 1 N EGRESS 10 �J2 HALL 2 2880 II ■ 9080 SGD u' ■ ■ 1 O SLIDE _� ■ N o N N N 12080 SGD 13 rn ■ -- BEDROOM #3 ■ -------- SLIDE -00, T O■ 14'-114„ 6' S„ g,.I9a„ o -0" 6 3„ 3. s�,. MASTER SUITE II._7ai° I I _ ■ ■ al h COFFER T0 11 -4" I I -- - I cn I ®,' INN 1ti �1 cn o ■ S N dN _ III ® Im Y 00 o= x", 4080BF ■ 2 0 n 101 Do 1 NIA---4 I 1 II 7 Q ea -- a IiiI I I 1 II 1 - GREAT ROOM a L L------------.--- -- im1 1 ■ ml KITCHEN 7' 3g' 3 1' 4-6,. IT-0j" 8'1 6 5' 5,-54, WN �N � II �R m . ^ w n r--- T --� I 1 � ■ o _ 3'-111A., I K: _ i,Co it o � i I 39", REF,.:, -- m � _ o .. - - PACE GUEST SUITE o N L -- ■ wo ro N °� J 1 _ _ � COMP REQ'D FOR {4) SIT _E 1 I.%'< I C - '------------'--- = ------ 3' 10�' 11'• 11'-2„ TNKLS AR B01G L -_�� N a BOX BEAM; BOTTOM @ 9'-4' AFF � _ Try ■ ■ ■ ■ ■ ■ ■ N ' N HALL 1 2880 4 0 DID a„ 2B8o _ GALLERY _ 6080` BE 32" 4.1 a a 1. 6'-11 2880 PKT' 2680 PKT 4'.-94" 3'-10" ■ -� N 3'-5L" 3'-.5:. 'v q 7 6 " 1'-OT„ g, 1,•. 3,-3# 5,-1.. _ 3. 1,.. 24.-4,. -9' �:: 3' 84 5i:, 8 5a 3._4„ 3 M< ■ ---- _ -- BOX BM, BOTT. n o ■ - - --- -- -- � = � „ - 2880 PAT 1,. 1. � � ti6 8'-1 2880 = 4„ I LAUNDRY MN 7 o ■ 4zhft )I V G I ■ MASTER BATH x LL FOYER' _^ 4' o STUDY _ - w ■ N 42x72 8„ _ :. 1 N a 2xb W # TUB 3'-114 p 7,-64. 8' 12, 5" L 8, 9i„ I 12, 0 „ S � 3'-6"-oil,S' „ 6 '. SUSPENDED A/C UNIT L--J ..:GARAGE ■ H C O ■ �C II 14 SH 6C 2 0 O (2) 26 SH ^ L------1 / N TEMP/OBS Al HEAD 14' 0" v j ■ N 14 SH ■ ■ o 1TEMP/ O I 0 S I -1 sr __ ■ ■ " 16" PC BO TYP _ O 26 SH 26 SH ( I 32"x16FG - ■ � II 10080 OHGD 10080 OHGD ■ ■ 4'-.8„ 2'-.D' 4'-4" 6'-B" 3 C 7'-4" 10'-0" LIE NEW OI FLUID APPLIEI FLASHING PEF AROUND ENTI MUST BE AAM ie. DUPONT n APPLIED WB+ MASONRY OPEF MASONRY FZASHINO.DWO i 2 3ENING )MEMBRANE_ t R703.4 RE OPENING 4 714 RATED VEK FLUID (OR EQU) ING FLASHING DETAIL 18APR19 8,-6.: 3,-�„ , 7 -10 8 4 11 -10 20 -10 AUN DOWEL ]ROD NOTE: (IF APPLICABLE) WHERE SHOWN ■ OR • ON PLAN THERE IS A VERTICAL #5 (f'c=3000 psl MINIMUM). 05AP R 17 PC BEAM[ NOTE: PCBEAMNOTE DWG NOTES. ON THE FLOOR PLAN CALLING OUT 'XX" PC BEAM' DESIGNATE AN 8" PRECAST LINTEL WITH NECESSARY LINTEL COURSE(S) ABOVE TO ACHIEVE THE BEAM DEPTH AS SPECIFIED ON THE FLOOR PLAN, BEDROOM[ EGRESS NOTE: FOR BEDROOM EGRESS, A MINIMUM OF ONE WINDOW PER BEDROOM (IFAN EXTERIOR DOOR IS NOT PRESENT). SHALL HAVE A SILL. HEIGHT OF 44" ATE MAX W/MIN NET CLEAR OPENING OF 5 E I,' 20"wX24"h CLEAR OPENING. WINDOW SHALL BE OPERABLE INSIDE ROOM WITHOUT KEYS, TOOLS, OR SPECIAL KNOWLEDGE. V 10' 0" 1'-4" 25-4 LNTLNOTE..dwg LINTEL NOTE: (IF 1f]TjJQD) 20SEP14 (1) #5 REBAR SHALL BE ADDED To ALL PRECAST LINTELS. ©T - INDICATES AN EXTRA #5 IS TO BE ADDED TO THE BOND BEAM TOP COURSE OVER SPECIFIED OPENINGS. FURNOTEAd g NOTE Ifs TO. FRAMER: 16JUL11 PLACE CONTINUOUS a"TU F-R INSULATION DIRECTLY AGAINST CMU WALL. INSTALL 4" .FURRING STRIP (FIG. 1) OVER INSULATION & ANCHOR TO WALL. OFFSET FRAME WALL 14" WHERE IT MEETS A CMU CORNF L (FIG. 2) SO THAT DRYWALL WILL PLANE OUT PROPERLY, CMU WALL " FURRING STRIP -DRYWALL ^3" TUFF-R INSULATION �� 1,5' ' INTERIOR FRAME FIG. 1 FIG. 2 WALL GARAGE ENTRY DOOR NOTE: -NTRY DOOR FROM GARAGE TO LIVING AREA SHALL BE SOLID -CORE (20-MIN RATED), WITH A SELF -CLOSER DEVICE INSTALLED.. DETAIL DETAIL CALLOUTT SHEET NUMBER*� UT KEY DETAIL NAME SCALE w w 8 A (� O s x u si y DIL ad lyi J Fey ° U E c d � a v a c @y R}dyyyy yH 6 111 U O C . ` yu Z d 4-) U ggg0 W A \ Rd all R e` 0 Q% ° a o ri CN ryG a a D Al U rn ys � >•• q co Cc Ire v g U LO co Cq sp� ^3 H a_1 R E {..i +�•R Mj g •d c I /�1Z��1i2 m A>' z REVIEWED FOR G - CODE COMPLIANCE, ST. LUCIE COUNTY U q 0 BOCC DRYWALL FRAME WALL ❑" V' J LO LO a1 �° 3 1/2" MIN: 2 �" a U J CD m LL W (D D GARAGE FLR; t° 't• ` ° 0 V j CD GARAGE LIP DETA op� ,Z o GRGLIP 24APR06 SCACE NTS �. J � d A ,10m..,,,,,,.,,.,,,,, Date: v s�E s, E a +�Q ���€� ,yp° 2020.03.1 55- a ° f 2w £Q .53:17 a -(^'`) -Po.. STATE OF ti rrl \ a W ----Is,anisjdNAL NAL �00`nwmox � 'I.; Ow *NOTE: "-" DESIGNATES SAME -SHEET "-" DESIGNATES SAME -SHEET DETAILS CEILING HEIGHT NOTE: ALL CEILINGS TO BE 10'-0" FLAT, UNLESS SHOWN OTHERWISE ON FLOOR PLAN. DIMNOTE.awg DIMENSION NOTES: 20SEP02 1. ALL EXTERIOR CMU WALLS ARE 7 5/8" U N O. 2. ALL EXTERIOR FRAME WALLS ARE 4" U.N.O. 3. ALL INTERIOR FRAME WALLS ARE 3 1/2" U.N.O. 4.DIMENSIONS SHOWN ON FLOOR PLAN .ARE TAKEN FROM .THE "INSIDE" OF EXTERIOR CONCRETE WALLS, AND FROM THE "OUTSIDE" OF EXTERIOR FIPAME WALLS, DIMENSIONS SHOWN ARE FOR �ODGH FRAMING; FINISHED` DIMENSIONS AND INTERIOR DETAIL DIMENSIONS WILL VARY. 1T nIvT E L E 26SEP17. GENLINTEL24.DWG PRECAST APPLIED LOADS OIN ALL PRECAASTLIINTELLS HAVE BEEN REVIEWED TD INSURE THEY ARE WITHIN ALLOWABLE LIMITS: ALL UNITS ARE IN PLF LENGTH - SAFE .GRAVITY APPLIED GRAVITY SAFE UPLIFT APPLIED UPLIFT COMPOSITE BEAM REMARKS O 2'-10" 8974 <2000 5591 <1500 8F24-1B/1T 1x WINDOW 1A 4'-C RECESS 8060 <2000 4409 <1500 8F22-1B/1T 26xx DOOR. 4'-6' '.8672 <2000 4292 <1500 8F24-1B/1T 2X.WINDOW 2A 4'-6' 2189 <2000 1207 <1.000 SF8-1B/1T BEAM MISC 3 -O" OPENING 2B 0 4'-6" 17 56 <1500 867 <750 8RF6-16/1T BEAM MISC -0" OPENING 2C 4'-6" 6113 <2000 2724 <1500 8F16-1B/1T BEAM MISC 3 -0 OPENING �3 5'-10" 4889* <2000 3295 <1500 8F24-113/1T 3x. WINDOW 3A 5'-10" REOM 1113 <750 655 <500 8RF6-1B/ 1T 30xx DR & SIDE LITE 0 5'-10" 1451 <1000 909 <750 8F8-16/1T BEAM MISC: 4-V OPENING 3C 5'-10". REOEB 4917* <2000 3176 <.1500 RF22-18/1 30xx DR & -SIDE LITE � 3'-6" 8974 <2000 5591 <1500 SF24-1BEIT 1/2 3x WIN 6'-6" 8360 <2000 2959 <1500 8F24-1B/1T 5 SGD OR MISC 6'-8" RECES 7915 <2000 2758 <1500 8F22-13/1T.(2)26xxDR 58 6'-6" 3480 <2000 1880 -- <1000 8F16-1B/1T (2 26xx DR OR MISC 0 6'-8" aECE,c 901 <500 570 <400 8RF6-1B/1T 2 26xx DR OR MISC -� 6 7'-6" 5681 <2000 2314 * <1000 8F24-1B 1T / 6.. SGD OR 2.2x WIN 6 7'-6" 1011 <750 560* <500 8F8.1B/1T (2)30xx DR 0 7'-6". RECESS 2459 <2000 1345* <1000 313F14-1 B/1 I (2)30xx DR 0 7'-6" REC� 755 <500. 506 <350 8RF6-1B/1T (2)30xx DR 0 7'-6" REL6S 5743 <2000 2295* <1500 RF22-1B/1 (2)30xx DR 6E 7'-6" 5501* <2000 3192* <1500 8F32-1B/1T (2)R30x DR OMISC Q 4'-6" RECESS 8060 - <2000 4224 <1500 RF22-1 B/H 30xx DOOR 7A 4'-6" RECESS 1756 <1000 867 <500 8RF6-1B/1T 30xx DOOR 0 6 ' 9-4 3486 <1000 1539* <750 8F24-16 1T / 8 SGD . OR MISC 10'-6' '1533. <1000 777*. <500 8F16-1B/1T 1 SGD OR 2 3x WIN 1.0 10'-6' :. 2781 <2000 1239*. <1000 8F24-1B/1T 9 SGD OR 2 3x WIN 11 4':-4 RECESS 8060 <2000 4409 <1000 RF22-1 B/17 28xx DOOR �. 11'-4" 7846 <1500 879*' <750 8F20- .16/iT '0' OPENING OR MISC 1� 11'-4" 1366 <1200 678* <600 8F16-1B/1T 10OPENING OR MSC 12 13'-4" 1075 <750 521* <350 F16-1B/1 12 SGD OR MISC 13 13'-4" 1338 <1500 827 <750 F24-1 B/1 1 1.2 .SGD OR MISC 14 14'-0" 1002 <750. 481* <350 F1.6-1B/1 12 BMOPENN 1G5 15'-4" 1250 <1000 422* <350 5F16-13/1 BEAM/MISC 16 17'-4" 950 <900 356* <300 F16-1 B/1 16'OHGD OR MISC 17 17'-4" 950 <900 500 <400 F16-1B/2 16' 0HGD. OR MISC 18 17'-4"' 1609 <1500. 914* <750 F24-1 B/2 aO6' OHSD 19 17'-4" 2047 <1500 1264*... <1000 8F32-1B/2T 16' O SC 20 21'-4" 598 <550 2724 <250* 08F16-1B/1T 1OR MISC 21 21'-4" 1114 <850 427 <350- 8F24-1B/1T 1-8. G ISC LOAD DERIVED FROM CONCENTRATED LOAD(S) USING *=REDUCED FOR GRADE 40 - REBAR. F APPLIED Eq HIGH METHOD OF EQUIVALENT BENDING MOMENTS. NTT. 61 =DUB TO HIGH. CONCENTRATED LOADS, ANALYZED MOMENT, SHEAR & VERIFIED WITH PUBLISHED. ALLOEABLES FROM CAST-CRETE ENGINEERING. NOTES: R=RECESS ALL S AND USE CABSTE CRETE (OR EQUAL OR BETTER) 8F16-18/1T IF POSSIBLE. QUANTITY OF #5 REBAR La BOTTOM OF LINTEL .CAVITY NOMINAL HEIGHT - - U=UNFILLDED/GROUT- (A��q -7-)r. NOMINAL WIDTH---LSEIC..-111 / S T QUANTITY FF 45 REBAR @. TqP OF LINTEL CAVITY CONFORMS Tkj. EIBC 6 h BEd (2017) 160 MPH, C EXPOSURE RISK CATEGORY' II TYPE 'V-1 CONSTRUCTION -04 00 q V) w 73 Lu RE=EY ilY5YS3Q= 3. � ii mm � 19FEB20• t v° r' ,�r0 1. REVISED TO "B" EXPOSURE PER ° BUILDING DEPT COMMENT „ a 2. ADDED MASONRY OPENING FLASHING i? < DETAIL ° w 18MAR20: � ,� 1. REVISED 'BACK T0. "C" EXPOSURE; ° ❑ LOT IS ACTUALLY AN EXPOSURE j ° "B", BUT THE HOME WAS a FOUNDATION PLAN NOTE: ORIGINALLY DESIGNED AS EXPOSURES "C TO BE MORE CONSERVATIVE AT THE. FOUNDATION PLAN FOR THIS JOB IS NOT INCLUDED THE DIRECTION OF ENGINEER OF /ITHIN THESE CONSTRCTION DOCUMENTS THE FOUNDATION - RECORD 111 PLAN IS TO BE PROVIDED BY OTHERS, UNDER SEPARATE COVER. Floor Plan LIVING 2304, Scale: 1/4" = l'-0" GARAGE 729 LANAI WALL LEGEND ENTRY ... ........_ 255 ���N11EI11kq. TOTAL UNDER ROOF 3363 �J ,.• " • • s -" 14'-0" CMU WALL STEPHEN E. KASTNER, PE _ GO No.39528 •'.� FLORIDAREGISTERED ENGINEER _ *: LICENSE # PE-0039528 5320 FLORIDA PALM AVE. y STATE OF COCOA, FL 32927 Z. I (321) 403-2093 '�i-�`o�•FCORIQP.•*C, ��� RIDGE RIDGE VENT 6 d y o 6 � 40 9 a10 a rib it 0 N s a a H 0 w'•..i 1^•-`I of m rcl U T z d O .� Q) v c a c Ch (V ti O 0 m WA co co v o Q% U N CU �Q�■����e�e�e�e�e�e�e�e�e�eloe�el�e�e�ep�e�ee■e�e�.�e�.�e�.e��.e_�.�_�_�_ ��.���.���e���e���.���������_�_�_�._�—�_�_____—__�__ _ � — .rr�rrrrr•�rrrt�rrr�rrrt�■rr�r�r�r�ri�rrri�r�r�r�r;irrr�rrr�rl�r�rrrl�rrrt�r�rt�rrr��Ir�rl��rlr�rlr�rl■rrlrrrlrl1r111 rrl�ofrlitllrlrlil�IMrrlisr■Ir�rlrMrlr�r m AR .��llr4��ln_�nr�ln�ln�ln�ur�lnrr!n_!n_ln�m�u:lir�m�ln�!rinurnmi��rnrrnrst®�u.nrsAlar®n®Ilrlun�®®I®Ili®��®®rle.lr®rlrnrl�rn�rn�nrle.Irrnrrnrr�rlrlserls®®rlrmrr�rtrnrlrr�rl�r�rl�nmr���nrt�en�rn�rt���r�rlrrn�on�n�urn�rn►ALL TRUSS TO FRAME CONNECTIONS JACK low - it ,l u , . r i. , v v "k B 4 u . USP' NTA16 OR TAPCONS c' q a KNEE 1 WALL PRECAST BEAM ' PER FLOOR PLAN — t PRE ENG TRUSS ' I SEE ELEVATION 2x4 CAT BETWEEN TRUSSES m U -I --------t (AS REQUIRED): Al Z q 5 HORIZONTAL REINF. O q ' SEELEVATIONS E a 'I VINYL CEILING OR 1/2 1 .. GYPSUM SOFFIT BOARD I I . .'% •• :: WITH WATERPROOF PAINT) B R I EAR ELEVATION z z 1 I ATTIC VENTILATION: 1 ft NFA VENT REQD FOR EA 300 ft OF FLOOR AREA — .1 TOTAL AREA SQUARE FOOTAGE=3363/300 11 .2 ft2 NET FREE AREA (NFA) READ. #5 VERTICAL REIFF.- z 11.2044=1614 in NFA DIVIDE BY 2=807 in LINEAL FEET (LF) � Q 0 II _ — — — NEED L --- - -- 807 in2 NFA FOR SOFFIT INTAKE 807 in' NFA FOR ROOF VENT EXHAUST I� I ACTUAL: 1269 LF PERF VENTILATED SOFFITx107 NFA 26.9ft2 x144 in2/ft2 3874 in' INTAKE f ll F. � {10 OF RfDGEVENT-215 InNFA; 4' OF OFFRIDGEVENT= 105 •n2 NFA) 2 807in? / 21.51n 37.5 In—ft OF RIDGE VENT READ. USE (4) 10 RIDGE VENTS. I SAME PLANE 1' 0 CANT SEE'FLOORPLAN FOR SIZE ---- SEE ELEVATION I I. #5 BARS W/ STD #5. HORIZ REINF BAR 12" HOOK @ TOP RECESSED LINTEL- OPTIONAL #5 VERT SEINE BAR I. SEE FLOORPLAN W/ 12" BEND SEE ELEVATION w - _ FOR -SIZE. —.- 1 a #5 HORIZONTAL REINF.- TYP, 1�2 BLOCK TRANSITION z1aFe®s SCALE: NTS RECESSED PRECAST LINTEL .I ----------- --I- - #5 VERT BARS --+►I SOME OMITTED FOR CLARITY STANDARD 8" LINTELS MAY BE USED ILO RECESSED - o90aD PLACEMENT OF LINTEL AT ENTRY. a1MAYos SCALE, NTS IN FILLED CELL CMU COLUMN - SEE 'PLAN FOR SIZE' m" �¢ M 00 W d QE L cn a LL](} 11 L CO 0 O N J N CD N 0 8 2 A LU U 0 J L LO tn C a .d QW �0 b 0 T a Q U O �+ 9Fjj SEE. TYPICAL WALL 00 0 �� w �w SEE FOUNDATION PLAN FOREVIEWED FOR4 °c /K 1� SIZE AND REINFORCEMENT60DE COMPLIANIA48 Q ST. LUCIE COUNT A � �� I BOCC S u 2 `E •: 2a5A ENTRY DETAIL osAPRn SCALE: NTS ` _��: Date: FiHls�4xN E li�x� "�oa+xCOPaair ^^// ^^// • •+'�� 1 q Sheet �10EN8F'9`S.T ,.LOLO OJ 1 1 % k G :x ci . No. a9528 . . 0 STATE OF a :; w Exterior Elevations & 1;9: Structural Details wiuloE•m'��skS.�°�0�1ph �`G\ *��xsicr�WT • Scale: 1/4„ = I' -On REVISIONS: �cr&En�ixx F %ONAI.+1E�tx�* �Vr"air��'vai s± , .. g�rg_1 1 19 FEB20:. 014 , _ " _` .IIkq'''���i 1. ADDED ATTIC VENTILATION NOTES �� • • s �i 2. ADDED RIDGE VENT DEPICTIONS TO THE _ ROOF PLANE PLAN r j� NI3. ADDED. NOTE CALLING OUT BAHAMA STEPHEN E. KASTNER, PE SHUTTERS. FLORIDA REGISTEREDENGINEER =*; 4.. REVISED DECORATIVE DETAIL NOTE LICENSE # PE 0039528 _ �O 5320 FLORIDA PALM AVE. - STATE OF • W COCOA, FL 32927 % 0' •, I BMAR20: (321) 403-2093 ��i� •.FLORIOP.•• ���� 1. REMOVED ALL NON-STRUCTURAL i s DECORATIVE ITEMS VER RFIBERGLASSSEACH) O MFR RECOMMENDED UNDERLAYMENTO N5/8'CDX,._ > ❑ ✓i-•rrT-rr� z \( A GI 7 ffi [' Q 8 d W &U d d w P P yy M ••�� •••��j�j�• 51 Z f-1 T ro Q d o a o w n U o fx z W U 4 . - ....,.: .., , . ; . .. . , ,.. . ,. ,......,., .,...;•. ... ... _,.. G RIGHT SIDE ELEVATION 1 -- PLAN SIZE AND REINFORCEMENT 11 FOR ORC � REINFORCED WITH FIBERME5H ON 6 mil M.B. OVER WELL COMP SOIL CONCRETE F'c = 2500 psi aAPRIL a x w d �^ �f t � V Cd I 0101 TYPICAL WALL SECTION 12JAN12 SCALE: NTS RIDGE VENT. (1) USP HTA16 EA TRUSS UNO PRE ENG TRUSS --- --- ---x --- SEE ELEVATION & r PRECAST BEAM PER FLOOR PLAN 5 HORIZONTAL REINF. 1/2" GYPSUM SOFFIT BOARD I SEE TYPICAL WALL SCREWED 6" O.C. TO TRUSSES. NO EXTRA RIOCKING RFTWEEN DIMENSIONS AND. REINFUKULMENI PLASTIC Q LEFT'SIDE.• `ELEVATION BRICK MOLD 1 Q324 PORCH DETAIL ..—CORNER BEAD o:e,aNn SCALE: NTS d. 4p3 ....SHIM 1/4" MAX.. 1 /4"0 TAPCON •ic SPACED PER DOOR A WALL JAMB ;.. MANUFACTURER. A GENERAL VALLEY NOTES - :A (1) #SCONT. —CENTERED 16" P.T. 2x8 FOR 1"41,. TORSION SPRING (AS REQUIRED; 1) RAFTERS TO BE 2x4 SPACED 24" O.C. UP TO 8', USE. 2x6 UP- TO 12' LENGTH. 78" SEE ELEV. 8" BOND BEAM F #5 GONT. 2) RAFTER LENGTHS (FROM RIDGE TO CLEAT) OVER 12'-0" TO HAVE (2x4) COLLAR TIE, OR CMU FILLED CELL; 11 VERTICAL KICKER AT 1/2 RAFTER SPAN UP T024-0 MAX RAFTER LENGTH �.. ___ ____ -' ___ 3 RIDGE OARD SHAL BE 2x6 MIN. FOR 2x4 RAFTERS, & 2x8 MIN. FOR 2x6 RAFTERS. B L TEXTURED CEMENT __ , 4) ATTACH RAFTERS 4'OR LONGER TO 'RIDGE BOARD AND CLEAT USING (1) USP RT7A (BE'rOND) ' � 1x4PT FURRING �------ ------------- -- —--------_-----— -----'------CONNECTOR, NAILED W / (8) 8dz1 1/2" NAILS; ALL OTHERS TOE -NAIL W/ D.131x3" GUN NAILS.P.C. LINTELI 5) ALL CONVENTIONAL FRAMING LUMBER :SHALL BE SPF STUD GRADE OR BETTER. JAMB- DRYWALL (1) #5 CONT JPT 1/4"0 TAPCONDRYWALL RETURN SPA�'ED PER DOOR /2' DIA WEDGE ANCHOR PT 2x6x16' ANCH W3 / FOR 1x6 (MI MANUFACTURER BASE BOARD 1/2" EMBEDMENT1/4"0 x 2-3/4"BUCKS OR'2 � TAPCONS ® • +I 24 0 C _ I 1" BUCKS USE a 0 x f. S ,, „ PLASTIC J OUTSWING DOOR ro 7 SILL w 4 C N \.J CV .. E U h w v 44 `UI •� v °� CV �• a ti _ m w d M M w U) U U_ �>T W �c _ U V CV J CV w w z 0 w J � d Cn d A Qw v q y °c a ry LL o a I w 3. 5 TAPCONS AT 14WITH- a s l ro FLJSH EDGE I 1/2" DIA WEDGE ANCHOR 3. _I I I 0'-0 FEE °' _ N N zo C/C (MAX). I OF -DOOR JAMB DOOR STYLE , 3 1/2" EMBEDMENT (REQUIRED ONLY FOR WINDLOAD POST); I I Q I (CAULK JOINT)" AS SELECTED w �. SLAB RECESS � v° R CJ I i �� .SILL SEALANT `�., FO o " w D END 1/2 DIA. dam. LT WITH I I 1 � EVIEWE - 4F. 1 P T. 2x6x8 TYP. EACH R •� w e 2 WASHER ICAL I w I I �. B S><L>L JAMB NIPLIAI�. I O U #5 co T. +I CODECO T'9�. +I I EA. DowNPOLR To HAVE I __ LIJCIE COON II '1 mi FIR OUT WALL w ,. II I # °1 I 'I 5 VERT. STEEL WITH 12"' ST• II II N FOR DRvwau NOTE. N I I HooR. FOR a'-o" wALL II z CMU OUTSWING DOOR JAMB DETAILS $OCO II ATTACHMENT. > A 1/2" DIA x 4 1/4'-G- II I I USE 7'-8", FOR 9'-4" I COLLAR TIE (AS REQUIRED,' I a SEE NOTE 2) 0922 (FLUSH WITH _EXTERIOR WALL) o� II 'll � MIN. WEDGE ANCHOR,M I I WALL USE 9'-0" ETC. I � °• (1) #5 CONT f I [BE USED IN LIEU OF1"1: 2" _ ' I I II CELL FILLED SOLID II y m \ �•. osJANIJ SCALE: NTS � a AJ1"•J,..,.•;',m.l. N I r.p &m&� „rNt, %g3m.., F II cv DIA J-. BOLTS +I II 1 I > (1) RT7A EA END OF �� USP. THD26 FASTENED TO '°" �h" '+ie anarx Date. F'f II +I _ E, Hq �.r caau[ur J A I II II o LONG FRAMING MEMBER TRUSSES PEAK OF. PREVIOUS TRUSS. _ (SEE NOTE Ha.) �F? ^f ^f 9 (1 Exterior Elevations & �— - - d ( I I CLEAN OUT s) Los GUN BELOW REVISIONS: y: oresle 2020.03. 1 9 ACCESS HOLE h N NAILS EACH END; *: * *_ I I I N 1_-- I___--_____------------------------------------- °--------- — — 2)zx4 CLEAT a DER vALLEY FRAMING Structural Details 79FEB20r -P 6TATEOF W ��- �� --T w, .54;45 Scale: 1/4 = 1 -0 --J *-------------1.--- Nm Z ARCH CLEAT To EA TRUSS BELOW W/ (4)1Od GUN NAILS FOR VALLEY RAFTERS 6' & LESS. OVER 6' USE 1. REVISED TYPICAL WALL SECTION %FFS.S:;SagtgP••. ���` uor O _ ( 2. REVISED DECORATIVE DETAIL NOTE "� %'9 ONA4 `" 1 I `C1111II111 // w USE RT7A CLIPS & USE 2 USP PER CLEAT. OR- CUT .SLOT AND BEND 12' STRAP FROM q ----- € _= J — — — — — -------� -- ANY MFGR AROUND TRUSS BELOW; FILL ALL HOLM WITH 8dx1-1/2" NAILS (MIN.), SPACE STRAPS EVERY 3. REVISED PRESSURE CHART FOR. ""°'"`"` """'�I"`- `�""-04 oo ��� E 111/l� FOOTING AS PER FOUNDATION PLAN `` !� OTHER TRUSS. B EXPOSURE `,� ��`. • . . O No.39528 ••.� #5s,DOWEL WITH 25" OVERLAP 18MAR20> I. REMOVED ALL NON-STRUCTURAL STEPHEN E. KASTNER, PE `CO •� 501 VALLEY FRAMING DETAIL DECORATIVE ITEMS FLORIDA REGISTERED ENGINEER SCALE: NTS 2. REVISED PRESSURE CHART BACK TO LICENSE#PE0039528 �*O� (aGARAGE GOAL 'POST 09 DOOR SLIDER BUCK AND REBAR DETAIL EXPOSURE "C"; SEE REVISION 5320FLORIDA PALMAVE. STATE OF k/ zi Aaaoe SCALE: NTS 05J a SCALE: NTS NOTES FOR 18MAR20 ON SHEET 1 COCOA, FL 32927 ���•• •: .��� 3. REVISED T PICAL WALL SECTION (321) 403-2093 it�s•.F(O..O.4,• 4. ADDED FLAME SPREAD INDEX NOTE 7'-0" 15 5H 15 SH 112 1'-4" i 4'-9" 1'-4" 141_9" 11_4" - I — — I _ — — 10 •1 —1 — — — — — — — _ -- J�•1 (3)255H 1 G'-4" 4" STEP T— 9 S.G. DR. III I III m III III II III 2 PLY GIRDER ABV SET -BACK) III III III 111 _m .III m III I Ill III III III I G'-G" T-0" 25 SH 4" 2'-8" 4" STEP — STEP 12080 S.G. DR. • • ---- ' • I 2-PLY GIRDER ABV. 2 (2) 3080 DR5. H III • • W/24" H. TRANSOM • • III 4 I • • • • STEP RECESSED SHOWER 14 5H — — 14 SH 32" X I F.G. j II 4,-4• 1 O'-d' i (2) 26 5H • 2680 • • • ECE55E • SHOWER 12 SH 3-PLY GIRDER ABBB\ • (G'-O" SET -BACK) 1ui IIII • III IIII ' IIII 25 511 EGRESS 28'-2" IIII IIII 1111 IIII 25 5H IO EGRESS III III s'-a' 3-PLY GIRDER ABV. (5'-0" 5ET-BACK) IIII uu II ( II IIII 4" IIII RECESSED STEP SHOWER ill II • IIII 4" 1-PLY GIRDER ABV. II STEP .III (T-O" SET -BACK) �II IIII I I 4 IIII STEP • II III II • IIII II ' IIII ll • II 26 5H 26 5H __ • • 10080 OM GAR. DR. • • 10080 �GAK . • • I 2'-O" 10'-0" P-4' 1 0'-O" _. 2'-0" 20'-10" 25-4' - DIMEN51ONED FOOTPRINT FLAN SCALE: I/4" = P-0" 2 1'-4" 51'-10" NOTE: THIS DIMENSIONED FOOTPRINT PLAN WAS DERIVED FROM THE ENGINEERED DRAWINGS PREPARED BY CAPSTONE DESIGN SERVICES, INC. FOR PARADISE HOMES GROUP, INC. WITH THE LATEST REVISION DATE OF 12.01 .19 4 WAS CREATED BY TECH ART DE51GN d ENGINEERING, INC. FOR EASE IN PREPARING THE PILE/GRADEBEAM FOUNDATION PLAN. PLEASE REFERTO FLOOR PLAN FOR MORE DETAILED DIMENSIONS 4 VERTICAL STEEL LOCATIONS. •U L C 3 O�' CC Lu U-2ILL_ LLI N 7 F W 2 C) LLJ � lL ® IL/ O j W U fn m4.3 ® N = Q 7_ a. a t. • %0 * a cq0 F p+F� �co ��ih•U WN ~ M w v & F o N 1-4r wU00 G� Fri W a " 9 U ENGINEERING 5EAL• THIS 5TRUCIURE HA5 BEEN DESIGNED TO MEET OF THE 5th THE LOADING 7C7UIREty1ENT5 EDITIOyf3i I_UJ_LORYDA BUILDING CODEzi�'I !i ct- 'NHAL AND A5CE 7 1@.r y'�RNL ELEMEN15 fi r ARTtiUR F. rPIEF, F.E. 5530 U.5. HIGHWAY 1. 1 MICC FL 3297G P0ROFE55ON t ENGINEER d24G83 SCALE: AS NOTED REV1510N5 03. 18.20 Initial dw DIMENSIONED FOOTPRINT PLAN SHEET PFI 51'-10" A 'F3 7'_a' 17'-8° 24'-O" 2'_2" (H•y A 'F3 33-6" 241_6, 22'_4, V-4" 1 , 11_41 14,_9, i 1-01 1 - rt-------------------- ----- IG'_G„ L_-- L--__ Q -' iG'-4". - Or 4 " 1 PECE135 SH WER q 3'-I0' 51IFFT- I I I 1 12,_z" 54l' TEP I O I 2-G I-- ----------------� 2, .Q T_Ia' 1 I - - - - - - - - - - - - - - - - - - --I I PF3 I I 2'-6" 12,_O, I 2�1°" I,_0, I O I I 12,_2" • I I I I I � � I- I 1 I I I I I I t I I I I • I I I I 12'-G" 1 I I I I I I I I i I 1 1 I I I I I I I I O A I I I I I I I I 1 I I I I I 1 T 10" I I I I I I I I I PF3 1 2'-z" I I I 1 I I 1 1 0 I I I I I I I I I J I I I I I I I I 1 • • L I QQ I 10 I I I I 1 Y12 .PF3 I i• I I I I O U I • I I I I I I I I I ,4' I i I I I I 1 I 12_2, r - - - - - - - - - - - - - - - --------------- • O I j+ I ----------- 101 I I I 4"1I I I I 9 I I i I I I i RECESSED 5TEi I I I I s I I I I I 51-10WER CID e 5T" 4 l O l O i I I I I I EP I I---------- ©+ ------- I OL - - - - - - - - - - - I I I I I I I I 1 I -----J L-------- -; 4, • .0 I I I I I I I I I STEP I I I I I I I r1 4" 1 •• • © • I I I I I I I I I • O L 4,_8, J I STEP �I I 1 I I I I I 1 1 51 I' a + �� • LRSE-HC J • I I 4 10 WERI 1 I I I �I I I I 3/4" X t 2" EGESS 4,-10" 1 9 I I I I I FOR GAR. DR5.L--------L------i L - - - - - - - - - - - - - - - - - - + 22' L - - - - - - - - - - - + L-----------JI �l lr 4I' 4" .lam— o" + + - I- • • ems* a' 4161 1I_O, 1�_O� 1l_O, 6_2" 9'-4"- 4'_4, 4�-4" 8'_O" rt D 5' 10" 6' B PF3 PF32'-O". IO'-O" i�_4, TO'A" -. 2'-9 I -O, ' 4'_4" 3' 0" 1 O'-01 20-1a'— — 25'-4" 28'-2" 83'-0" NOTES: G" THICK CONCRETE SLAB W/#4 TOP STEEL @ 12' O.C. 4 #4 BOTTOM 5TEEL CURB FOOTING W/#5 VERT. 5TL DOWEL l!@ 8" O.C. ON 6 MIL VAPOR BARRIER, ON CLEAN TERMITE -TREATED FILL.' 'n7DICATE5 NUMBER OF #3 STIRRUPS AT END OF GRADE BEAM. FIR5T IR1NRUP TO BE 2'FROM FACE OF PILE WITH REMAINDER @ 6" O.C. 7 PROVIDE ADDITIONAL HOOP5 @ 16' O.C. TO SUPPORT TOP STEEL WHERE I I GRADE BEAM FOOTER NOT SHOWN, OTHERW15E PROVIDE (6) #3 STIRRUPS @ 6" O.C. EACH SIDE V OF PILE. PILE/GRADE BEAM FOUNDATION PLAN CONTRACTOR MAY5TSWITH2E LAr BEAMOREACHGRADE BEAM BAR. CONTRACTOR MAY STOP GRADE BEAM STEEL 12" FROM PILE TO RELIEVE � 14" AUGER PILE SCALP: 1 /4" = V-a' CONGESTION OF REINFORCING (BARS MUST HAVE 24" LAP). GROUT FOR PILES 511ALL HAVE 4000 P51 COMPRE551VE 5TRENGTH IN.28 VERIFY FROM ARCHITECTURAL 5HEET5 DAYS. CONCRETE FOR GRADE BEAM ! SLAB SHALL BE 3000 PSI. LOCATION5 OF ALL PLUMBING d ELECTRIC IN SLAB. 51'_101, A o N U aH z`O`' LLJ .r M 0 1 z- U Lu o �l Wz] LLu � � W U Z O 4-_� U IL W N W W L LL. tIl — p m/ S o 2 O E w U to m ® N Q .z a ti a) W q %o Ey • N®41° w aHF Null N`®NU � 0 CO ! W o m �, I a-.14p(:io M Z (j, �Ur)U I�"1 ® 1-'1 � W ko N. Vi 0 t-ra Fri co �i 00 z rA 0 �, P4 N ENGINEERING 5EAL: TH15 51RUCIURE HA5 BEEN DE51GNED TO MEET I HE LOADING REQUIREMENT5 OF THE 5th EDITION OF THER ONDA BUILDING CODE (2010, OMF;�NTIAL AND A5CE 7 10 Fq, Siy (1"Idw-Rw, ELEMENT5 ONLY. N ARTHUR F. PREP, P. . 8530 U.5, HIGHWAY I SUITE 8 MICCO FL 32976 ' PROFE55IONAL ENGINEER# 24683 SCALE: A5 NOTED REVISIONS 03. 18.20 Initial pile PILE/GRADE BEAM FOUNDATION PLAN SHEET PF2 I I ' 1 I I REVIEWED FOR I 'C CO DE CO MP LI ANICE LCIE ST. lJ COUNTY t N I i Ot H _U e. z BOCCNa — Fr I � , !� Lu � m 0 I w Mwv #4 TOP STEEL @ 12" O.C. I W F MIN. 12" CLEARANCE #4 BOTTOM STEEL @ 8" O.C. TOP OF PLAID 8" CMUIWALLI #5 VERT. STL. PER PLAN U ^ ►V"I [�� 6' -_ -_- -�° -= �--= a-- • _--•e.- --=--a ------ --- #5 VERT. STL. PEP PLAN I 8" CMU WALL 'I— e - 3/4" RECESS (OPTIONAL) #5 DOWEL PER PLAN I(�pMIN. 2#4 X GO" W/ 10" HOOK INTO#5 DOWEL PER PLAN CLEARANCE 2, 4. nil a ' e 24" X 28' GRADE BEAM W/(3) #6 TOP GRADE BEAM @ 24" O.C. •t BOTTOM E #3 STIRRUPS PER PLAN - ALLOW FOR 3/4" RECESS W 00TOP GRADE BEAM STEEL TO HAVE 3" #4 TOP STEEL @ 12" O.C.CLEAN OUT HOLE CLEAN OUT HOLE IF PROVIDED CLEARANCE - DO NOT INCREASE $) #4 BOTTOM STEEL @ 8" O.C. #4 TOP STEEL3" TOP OFPILE 1" #4 TOP STEEL @ 12" O.C. @ 12" O.C. — MIN. 12 CLEARAN4" 1' " BOTTOM OF GRADE BEAM _� _ __ STEP #4 BOTTOM STEEL @ 8" O.C. �. e 4 MIN. I #4 BOTTOM STEEL @ 8" O.C. I1 : T __-`- '-' -• a_� FINISHED F OOR TI- _ T G. RECESS 2 5" I { (I -1 a • . ° • . • s . • ° ? -=- G. e 1 CLEARANCE c .:a -Ir- -d--- -^-' --`- - G. '_ ( 1 °.. ..a' •. s .a APPRO - 16+ I'2 O IL MIN. 22" a 4e I" r°e.' 1 4 i • • 1C= dr4 �a_=�e °. I I 2'_4" CLEARANCE eL a "I a ° ° • . I' I ° 1.4 4 a. 2'-4" I- II �f �•Lv I r• __�' 4e L 1 G, I 1 ° y • 1. a .;1- e' 8" THICKENED EDGE II �I :.•.11.• II :.•. .4 • WAI)#4. i " 3 I 1 14" DIAMETER AUGER CAST PILE-1L-=-I-I- _ I G' I I W/(4) #6 BARS EQUAILYSPACED TYPICAL GRADE BEAM J__TIA D 7 TYPICAL GRADE BEAM II II PER DETAIL II IA5SHOWN J i _LL 12'-0"PER DETAIL OI #3 STIRRUPS SPACED 12' O.G. --Lu u- 16"/ �S1 f I I I ITYPIGAI AUGER PILE I V 3" COVER (IYP.) PER DETAIL I TYPICAL AUGER PILE ll! 1� II Ij fl' �T--IL PER DETAIL `�� LL W l(1 f FOUNDATION i LILJ �LL- --tl DETAIL @ STEP I .E: i G _0 O i, SCALP: 314" = I'-O" In x i DETAIL @SHOWER RECESS II i W 1 SCALE: 3/4" 1-0" if II 4-I Z II I+ N ll 1G^ ii ii Q z II II 11- —11 II 11 II 11 IL II II _ _I I IT I 1 8" CMU WAIL I #5 VERT. 5TL. PER PLAN '' 8" CMU WALL I #5 VERT. STL PER PLAN IO" II I II II 41 4I �r "RECESS (OPTIONAL) 34 � BOTTOM OF STEEL GAGE 22. / AU Q BELOW EXISTING GRADE i #5 DOWEL PER PLAN ALLOW FOR 3/4 I #5 DOWEL PER PLAN � I 1 #4 X GO" W/ 10" HOOK INTO ) RECESS IF PROVIDED j j GRADE BEAM @ 24" O.C.. .1. #4 X 60" W/ 10" HOOK INTO - 'I - CLEAN OUT HOLE � N cq DISCONTINUE STIRRUPS #4 TOP STEEL @ 12" O.C. I GRADE BEAM @ 24" O.C. f CLEAN OUT HOLE #4 TOP T I 8" CURB (HEIGHT VARIES W/ r , l0 I 1 #4 BOTTOM STEEL 8" O.C. STEEL @ 12" O.C. W F @ I , SLOPE OF GARAGE FLOOR) • ®pp 1 I #3 STIRRUP PER PLAN #4 BOTTOM STEEL 8" O.C. * A I I _MIN I2 CLEARANCE i M+�i j 2 -- - _ _'� FINISHED FLOOR MIN. 12"@CLEARANCE VARIES a. FINISHED FLOOR • w H _ - 6 - ---- " P� 6 APPROX. GRADE NOTE: - -�-= n ' APPROX. G E n 6" -- --- -, _ - N U 6" al I I 'I`— °. •� � r-� I . --1 SLOPE GRD. MIN. � -° e a _ •^ ��� �e i 1 MIN. 2�" . - -e ° 1� I I �.. a NOTE.. C`1 I I 2.4. CLEARANCE 7 e .. �- °a 24" X 28" GRADE $EAM W/(3) #6 TOP MIN. 22" O I I4 1 2'-4" SLOPE GRD. MIN. (� ® IN M U BOTTOM E #3 STIRRUPS PER PLAN - 2'-ON CLEARANCE ••e I. 1'�i ' G" IN 10'-0" /y Z �" d .I a i I o• I ! 4 I d--{- TOP GRADE BEAM STEEL TO HAVE 3" -e : �1 . FM I I BRING TO POINT TIE - I I • a) . •e<P %'i a' 3" CLEARANCE - DO NOT INCREASE W j 11 I 1 LI ' :' TOP OF PILE_ 11 BOTTOM OF STEEL -24.0 1 I 1 I BOTTOM OF GRADE BEAM BELOW EXISTING GRADE I -- I 5" P-2" ' S' I I II 2. -0" rF- (4) #6 REBAR FROM PILE WITH 900 BEND AND I I I I * I 1 L REF. FEDERAL ENG'R #TESTING 16" INTO GRADE BEAM SOILS REPORT DATED 2.06.2019 11__1j 11 II BOTTOM OF PILE ELEV. -30.0 * 11 11 BELOW EXISTING GRADE I I I L Ti TYPICAL AUGER PILE 11 scA E: N.Ts. 14' AUGERI I I I PILE WITH II fl (4) #6 VERTICAL @ 2/3" 11 I LENGTH OF PILE 4 41__�F #3 STIRRUP (9 16" O.C. I I 1 I II 11 II II L �T---�I 11 11 11 11 #4 TOP STEEL @ 12" O.C. 1 I _ _ I I #4 BOTTOM STEEL @ 8' O.C. I I I II II G' _-__- ____-_-e_____a_y_i..,-_____ —G. II II G. A. a --e-;. .. LL 2.4' 11 TYPICAL GRADE BEAM � e e PER DETAIL as ' • '•... e 2'-0' PILE DEPTH -30.0' BELOW EXISTING GRADE FOUNDATION DETAIL @ INTERIOR GRADE BEAM A PERIMETER FOUNDATION PILE DETAIL SCALE: 3/4" = I'-0" SCALE: 314" = I'-0' w: III", 'II • . (4) #6 REBAR FROM PILE WITH 90" BEND AND I G" INTO GRADE BEAM 14" AUGER PILE WITH (4) #6 VERTICAL @ 2/3" LENGTH OF PILE 8 #3 STIRRUP @ 16 O.C. 3" ' 24" X 28" GRADE BEAM W/(3) #6 TOP E BOTTOM * #3 STIRRUPS PER PLAN - TOP GRADE BEAM STEEL TO HAVE 3" CLEARANCE - DO NOT INCREASE PILE DEPTH -30.0' BELOW EXISTING GRADE ( K I PERIMETER FOUNDATION PILE @ GARAGE CURB SCALE: 3/4" = P-O" NOTE: PER SUBSOIL REPORT PROVIDED BY "FEDERAL ENGINEERING t TESTING, INC." DATED 2.06.2019, THE PROPOSED POOL WILL BE REQUIRED TO BE SUPPORTED BY A PILE FOUNDATION ALSO. PER THE CONTRACTOR, THE POOL 4 PILE FOUNDATION FOR THE POOL IS BEING DESIGNED BY OTHERS. a Q,' IF7 p a ;4 Ucl)v Q ®V% ~a ko �E+C)cq in ha ® OD Z, U TO MEET IHE LOAL OF THE 5th EDITIO BUILDING CODE (2 AND A5CE 7 16A ELEMENTS 01 BEEN DESIGNED REQUIREMENT5 .-THE FLORIDA ),:P`510ENT1AL . I n; ARTHUR F. FRIEF, FEE- 7 8530 U.S. HIGHWAY 1, 5UNE 8 MICCO FL 3297G PROFESSIONAL ENGINEER# 24G83 SCALE: A5 NOTED REVISIONS 03. 18.20 Initial pile-' FOUNDATION DETAILS SHEET PF-3