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Home My WebLink AboutBUILDING SITE PLANSLOT49 -, OCCUPIED FIN FL 15.03 rz� I SCALE. 1 20' F001tJ 0 eX4"6. M rj;_�M (,614 R= 7360,40' 00-45/39// L=97,74' Ln LO + Ln Ln t cd "o z :t,-, P.O.B. v� L=50.00 NOTINCLUDED R= 3476.52 1 +,,,� A 03611/34// L= 193,72' 0 PINE 2 1721 FA,12 (2, -2 -2 Vk\ 6 F INE weLL PLATTED 6' U.E. 50,00' N27 0 03'45"W N180��2'17 E 3 5, O'A\t. 0 W1 1617- !Z- NO TES,, 1) BEARINGS SHOWN HEREON ARE RELITAVE TO PLAT AND ARE ASSUMED, 2) NO ABSTRACT OR TITLE SEARCH WAS PREFORMED TO DISCOVER THE EXISTENCE OF ANY EASEMENTS OR RESTRICTIONS OF RECORD, 3) ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM [IF 1929 UNLESS OTHERWISE NOTED. 4) NO BELOW GROUND IMPROVEMENTS, FOOTERS, FOUNDATIONS OR UTILITIES HAVE BEEN LOCATED OR SHOWN [IN THIS SURVEY. O.R.B. = official record book TRAN. transformer pad P.B. plat book P = plat P.G. page r80 C.B.S. = concrete block structure F,P.&L. Florida. power and light TYP. typical E = power pole I.R. Iron P.C.C. = point of compound curve CM = concrete monument R/W rIght-of-way M = MEASURED R = radius P.C.P. = permanent control point P.R,C. = point of reverse A central angle I.P. IRON PIPE D = deed P.O.C. = point of commencement P.I. = point of Intersection (9 bearing basis tine RP radius point O/S = offs@I RO.B. = point of beginning P.T. = point of tongency ASPH = asphalt L ARC LENGTH CONC,= cc�Erete D/E *oLInage easement * = not field measured M.R manhote CL centertine ESMT. = eas@fnent C.M.P. = corrugated metal pipe WPF = wood privacy fence U/E utility easement ALUM. = atumInum CALC. = cale:61tated R,�.S, - registered land surveyor CHATT chottQhoochee CLF chain link fence P.C. = point of curvature L,B. = licensed business ELEV elevation P.R.M. permanent reference monument LOT 4 8 0 r,4; 8' PINE + r's r s KI-r j OP 8 - P/1 6' PINE 0 0 C4 6' F NE 8' PINE 6' PINE 1�111 '�> + + 0 N 0 5;'1"5r PINE �10' C7 10' PINE 0 Lr\ (2 "D !'Z�D '�P + 8' F. F r,- L,, 7 1 r PINE Pump 13' PINE 0 1z. G-7 0 I'Z,6-7 7 10' FINE ko 0 0 12' PINE PWM7' 6' PINOE E7P&j.kjj-' I 0 10, PINE 91 (07' 6' PINE PINE N 10' PINE rz� Oq V0 61,101 PINE 2' PINE R= 3276.52' 01-55/25 Lzs�::110'00' 8015 PLANTATION LAKES �DRIVE 63:) = moro'c'sq eL.5\/LT1 v1'j NORTH NOT TO SCALE NCRTH VICINITY MAP 6' PINE CD CD 6 CD 0j �XK7TIO(o WEIX F. + U') _+ IZOI LOT47 OCCUPIED FIN FL 14.75 LEGAL DESCIRIPTION LOT 48 OF RESERVE PLANTATION PHASE ilk ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 26, PAGE 13, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORJDA, TOGETHER WITH: A PARCEL OF LAND LYING BETWEEN LOTS 48 AND 49 OF SAID RESERVE PLANTATION PHASE It&, soNe NONE PARTICULARLY DESCRIBED AS FOLLOWS; BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 48, SAID POINT BEM THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE SOUTHEAST NTH A CENTRAL ANGLE OF 00'45' 39" AND A RADIUS OF 1`9110A FEET: THENCE SOUTWESTERLY ALONG THE ARC OF SAID CURVE AND THE NORTH LINE OF LOT 48, 97.74 FEET; THENCE 3 62'W 16" W 77.66 FEET; THENCE N 27' ST 4r IN 50.00 FEET; THENCE N W Se IV'E 77M FEET TO THE PONT OF CURVATURE CONCAVE TO THE SOUTHEAST WITH A CENTRAL ANGLE OF W 46' 21" AND A RADIUS OF 741OA0 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF &AJD CURVE 97.78 FEET TO THE POINT OF CURVATURE OF A NON -TANGENT CURVE CONCAVE SOUTHWESTERLY WITH A CENTRAL ANGLE OF 00' 49' 2r' AND A RADIUS OF S476.92 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE SaW FEET TO THE POINr OF BEWNHING. Renner, Burgess, Inc. CERTIFIED TOi I S.E. 4th Ave., Suite 212 Delray Beach, Ft 33483 Rtet 'C LOP% Phone 561-243-4624 Fox 243-4869 SCANNED BY 0401 St. Lucie Count� AUTHORIZATION NUMBER 1_116504 FLOOD ZENEi Rj )I I ( CERTIFY THAT THE SKETCH OF BOUNDARY SURVEY I RE NIFff% THE MINIMUM TECH ] HEREB� C APTN 54-17.%U, FLORIDA ADMINISTRATIVE CODE SHOWN H NICAL STANDARDS SET MAP NO.- ),ZosI35 O�Z60 J F, ORTH I FURSU� T D SECT 47 MAP DATE, ;0 FLOR STATUTES, 7:' NOT VALID --DATbi 0-1 UNLESS SE,0-r-D WITH EMBLISSED JOB NO, 4 - 19 - 07-7 SURVEYOR'S SEAL ��RYIA B�_GESS ;PLS�5�faq REVISED :�I-M F1.6" I fZW15,� w,6-rj�iz f P.O.B. =c--n nn NOTINCLUDED R= 3476,52 03011'34/ L= 193,72 �y FOO" 0 44"C- M - 6N 11W/ � 1�- 6\\Y rv-m GG-34. It\ >� R= 7360,40' 00-45'39// L = 9 T7 4' — LOT49 -- OCCUPIED FIN FL 15.03 SC4LE.- Irp=20f U-) Ln + ,,D Ln t (�J %Z� N LEI T 48 (�E8) PINE 574' 0 gr--rc- tq -T,1,0 Q --T 9P , u\ Fls-rsK u\ + 8- )IN E AMP, PINE 6' PINE k2l 8' PINE cli 6- NE 6' PINE 6 0 0 < 10' PINE PIN[ Or 1b 6D V\ 0 1:� 1Q6 L%- I'j 13 I.Z.D f;7pzo roer-, + 8 0 6' INE PU14V PINE - 0 8" PINE 0 8,-L 7 PLATTED 6' U.E. 10' FINE 0 0 o &9 6' PINE N 12' PINE I — 0 10, INE 6' PINE 0 10' PINE 50.00/ 1 PINE N27 0 03'45/W as NIB' 35,0 e 0 2' PINE PINE N1 171/E R= 3276.52' A= 01055/25 L='110.00' + �CAr L,,7v 6970+ � -T T- r) 6A L�� 6' PINE I CD C:D 6 CD iff �j: �wjltj�o wa� LOT47 OCCUPIED FIN FL 14,75 qV LEGAL DESCRIPTION 0 LOT 48 OF RESERVE PLANTATION P14ASE IfA, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 26, PACE 13, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA TOGETHERWrrH: A PARCEL OF LAND LYING BETWEEN LOTS 48 AND 49 OF SAID RESERVE PLANTATION PHASE IIA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 48, $No POINT BEING THE POINT OF CURVATURE OF A F 0 ' 39" AND A RADIUS OF 7M 40 FEET: CURVE CONCAVE TO THE SOUTHEAST WITH A CENTRAL AN LE 0 458015PLANTATIONLAKES DRIVE THENCE SOUTINBSTERLY ALONG THE ARC OF SAID CURVE AND THE NORTH LINE OF LOT 48, 97.74 FEET; THENCE S 62'W 15" IN 77.55 FEET; THENCE N 27'6V 41r W 50.00 FEET; THENCE NGTW IT' E77.55 FEETTO THE POINT OF CURVATURE CONCAVE TO THE SOUTHEAST WITH A CENTRAL MOLE OF W 4V 21- AND A RADIUS OF 741OA0 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE 97.76 FEET TO THE POINT OF CURVATURE OF A NON -TANGENT CUME CONCAVE SOUTHWESTERLY WITH A CENTRAL ANGLE OF 00' 4W 27- AND A RADIUS OF 3476.62 FEET; THENCE GOUTHEASTERLY ALONG T14E ARC OF SAID CURVE WAV 1016& 697,L)M59 6L,�'V,&T�00 FEET TO THE POINT OF BEGINNING. AD —TES11 FDOH in St. Lucie County Moro!;-s- 9 e 00 Renner, Burgess, Inc. CERTIFIED TOi Environmental Health NM4 I S.E. 4th Ave., Suite 212 91. F COP), 1) BEARINGS SHOWN HEREON ARE RELITAVE TO PLAT AND ARE ASSUMED, Site Plan Approved for Construction DetrGy Beach, FL 33483 ENT mARCELLINO L 2) NO ABSTRACT OR TITLE SEARCH WAS PREFORMED TO DISCOVER THE Supersedes All Previous Site Plans for Phon@ 561-243-4624 VINC EXISTENCE OF ANY EASEMENTS OR RESTRICTIONS OF RECORD. .64-5)�'16F7110 &Well #51-75SY7 Fax 243-4869 SCANNED 3) ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC OSTDS# BY VERTICAL DATUM OF 1929 UNLESS OTHERWISE NOTED, Date: 41 —h, c�' & is A0 t, Lucie County 4) NO BELOW GROUND IMPROVEMENTS, FOOTERS, FOUNDATIONS OR UTILITIES Revi HAVE BEEN LOCATED OR SHOWN ON THIS SURVEY. AUTHORIZATION NUMBER LD6504 FLOOD ZONE, X T ewer: - page I HERE13Y CE Y AT THE SKETCH OF BOUNDARY SURVEY jj� P.B. plot book plat P,G. MAP N11- )IZOSE35 026DO .B. official record l000k TRAN. transformer pad power pole I.R. = Iron r9d SHOWN H E N EET THE, MINIMUM TECHNICAL STANDARDS SET OR T C�B.S- Concrete block structure F,P.&L. = Florida power and Light TYP. = typical FORTH I APTER 5 -1 i 0, FLORIDA ADMINISTRATIVE P.C.C. point of compound curve CM = concrete monument R/W = right-of-way M MEASURED R = radius I N MAP DATEs P,C,P. ermanent control point P,R,C. = point of reverse central angle I.P. = IRON PIPE D = cleed NORTH PURSUA T 0 SEC 47��O FL TATUTES. p RP = radius point a/s = offs6t NOT VALID P.O.C. point of commencement P,I, point of intersection (D bearing basis Line P.T. point of tangency ASPH = asphalt L ARC LENGTH CONC com:rete SC -DATE, r. UNLESS SEALED NOT TO SCALE P.O.B. point of beginning w = not field measured MIA. manhole CL centerline ESMT. ,,?Mer)t T NO, 4-19 0-7-7 WITH EMBOSSED D/E drainage easement CALC. calculated NORTH U/E utility easement ALUM. = aluminum VIC ITY JOB SURVEYOR'S SEAL C.M.P, corrugated metal pipe WPF = wood privacy fence VICINjjTY P,C, = point of curvature P -re R.L.S. registered land surveyor CHATT Chattahoochee CLF chain link fence RY�A BURGESS I'S 5589 REVISED �71 -w Z-v, L.B. = Licensed lousiness ELEV elevation P.R.M. permanent reference monument MAP L r 12VAJI'A, -7t-M, FU0 71�ZtJ�JF/rLP P.O.B. NOTINCLUDED N rem 5Y ti�106 141 � FoUiIJ Q eX4"6. M F"17-M Corp-74 R= 7360,40/ -N-A= 00�45'39// L=97.74' — LOT49 � OCCUPIED FIN FL 15.03 7z F= 111k, SCALE: P= 20' 1\0 1) BEARINGS SHOWN HEREON ARE RELITAVE TO PLAT AND ARE ASSUMED 2> NO ABSTRACT OR TITLE SEARCH WAS PREFORMED TO DISCOVER THE EXISTENCE OF ANY EASEMENTS OR RESTRICTIONS OF RECORD, 3) ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929 UNLESS OTHERWISE NOTED. 4) NO BELOW GROUND IMPROVEMENTS, FOOTERS, FOUNDATIONS OR UTILITIES HAVE BEEN LOCATED OR SHOWN ON THIS SURVEY. FA N�2/ - UT4�D"W plv�'�144'6mg- WAIL-1 V)'q'� F-L-0/6T'of-j 10,6& A��LJMFW 1�-UC-V,4-T100 O.R.B. = official record book TRAN. transformer pad P.B. plat book P = plat P,G. page C.B-S, = concrete block structure F.P.&L. Florida power and light TYP. typical Z = power pole I.R. Iron rod P.C.C. = point of compound curve CM = concrete monument R/W right-of-way M = MEASURED R = radluc P.C.P. = permanent control point P.R.C. = point of reverse A = central angle I.P. = IRON PIPE D = deed P.O.C. = point of commencement P.I, = point of intersection QD = bearing basis line RP = radius point O/S = offset P.O.R = point of beginning P.T� = point of tangency ASPH = asphalt L ARC LENGTH CONC.= cpncrete D/E = drainage easement w = not field measured M.H. = manhole CIL centertine FSMT. = e&sement C.M.P. = corrugated metal pipe WPF = wood privacy fence U/E = utility easement ALUM. = aluminum CALC. = cocutated R.L.S. = registered land surveyor CHATT chattahoochee CLF = chain link Fence RC. = point of curvature L.B, = licensed business ELEV elevation PR.M. = permanent reference monument 3476.52 / 036 11'3411 (�� = - Fxciro'c's 9 eL'5\/'6T1 oo NORTH NOT TO SCALE NORTH VICINITY MAP .:N !ftkz" ji + c;,&r L,rtZ &c,0+ ( I y I-) CA L�) LOT47 OCCUPIED FIN FL 14.75 LOT 48 OF RESERVE PLANTATION PHASE IM ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT 900K 26, PAGE 113� OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY. FLORIOX TOGETHER WITH: A PARCEL OF LAND LYING BETWEEN LOTS 48 AND 4e OF SAkID RESERVE PLANTATION PHASE IK BRING MORE PARTICULARLY DESCRIBED AS FOLLOWS: 13EGNNING AT THE NORTHEAST CORNER OF SAID LOT 40, &,Up POINT BEING THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE SOUT14EAST WrrH A CENTRAL ANGLE OF 00' 4V 39" AND A RADIUS OF 7360A0 FEET: THENCE SOUTWESTERLY ALONG THE ARC OF SAID CURVE AND THE NORTH LINE OF LOT 48, 97.74 FEET; THENCE S 62'56' 16" W 77-% FEET; THENCE N 27' OW 4r W 60.00 FM; THENCE N Sr W 11F* E 77.55 FEET TO THE POINT OF CURVATURE CONCAVE To THE SOUTHEAST WITH A CENTRAL ANGLE OF 00' 4F 21" AND A RADIUS OF 741OA0 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE 07.75 FEET TO T14E POINT OF CURVATURE OF A NON -TANGENT CURVE CONCAVE SOUTHWESTERLY WITH A CENTRAL ANGLE OF 00'4W 27"AND A RADIUS OF 34711M FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF $AID CURVE 80.00 FEET TO THE POINT OF BEGINNING. Renner, Burgess, Inc. CERTIFIED TO- 1 S.E. Ath Ave., Suite 212 Detra) Beach, Fl 33483 Phone 561-243-4624 Fax 243-4869 Authonzat,on Numbe( L86504 I hereby meets tt, that the Sketch of BDundary Survey shown hereon iurn technic�al standards set forth in Chapter 5J-17.50 Tr'4ive jqodg_pursuant to Section 472.027, Florida R.L.S. No. 5089 SCANNED VINCENT MARCELLINCI BY St. LUcie County FLOOD ZONEi it X )I MAP NO.; 11Z07,8,5 OZ&(9 i MAP DATEi NOT VALID DATE, UNLESS SEALED JOB NO� WITH EMBOSSED SURVEYOR'S SEAL REVISED e4-TIE, FL/W Z-ZIP-149 1�� V- �el ArrrFl Ir. -1(0 VA'1�10 t �,�17rj '�-IPrZAINF1902 OZ7-140 Vlt�-IFIN& I W �1�6 R= 7360,40' 0`--`1I-A= 00"45'39// L = 9 7,7 4' LOT49 OCCUPIED FIN FIL 15.03 I LO + In D Ln SCALE: P= 20' P. 0. B. 11 _�Ativl i =c�n nn I I F000 0 4:'X4 6. M - L +1 rkm &rp-)4. 0�1 I 44 N LOT 48 0 S' PINE svc 0 j C. P5_0 ri ir�Fr I-M ' 0 8' IpINJE 0 PINE 6' PINE 6' PINE 0 0 0 0 IUNE 8' PINE 6' PI 4E '2 0 0 CD V; 10' PINE CD F6t7 ;S�PINE 72 LIN CD 0 Qj &XK71101� Wft� LOT47 + - 7��8 'q4- 5 OCCUPIED + j - 6' 4INE V_ Y 1- 4- -77 5 r/ 8' PINE + FIN FL 14.75 0 8' PINEO N \on: <1 n &'Z5 110\ �4' '�� I 0 N\1 IV 4INE PLATTED 6' I.I.E. 0 MIN, SETBACK REQ. A_ 5W be 0 1,& 0 FRONT 12' PINE *10: 17]?DrO�1PP 6' PINE SIDES 0 WG CNR SIDES + 10' PINE k ' . REAR > PINE ZNG. jN' 0 ?3 91 145 0 &7 4.iV TEC 413 0 DU.UU IW PINE U\ 10' PINE N27 0 03'45"W NOTINCLUDED R= 3476,52 03011/34/1 L= 193,72' N18-\�g/17//E 3 5,0 9 Q, 0 10� NOTES,, 1) BEARINGS SHOWN HEREON ARE RELITAVE TO PLAT AND ARE ASSUMED. 2) NO ABSTRACT OR TITLE SEARCH WAS PREFORMED TO DISCOVER THE EXISTENCE OF ANY EASEMENTS OR RESTRICTIONS OF RECORD. 3) ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929 UNLESS OTHERWISE NOTED� 4) NO BELOW GROUND IMPROVEMENTS, FOOTERS, FOUNDATIONS OR UTILITIES HAVE BEEN LOCATED OR SHOWN ON THIS SURVEY. O,R.B. = official record book TRAN. = transformer pad PD. plat book P = Plot P.G. = page C.B.S, = concrete block structure F.P.&L. = Florida power and light TYP. typical Z = power pote I.R. = Iron rod P.C.C. = point of compound curve CM = concrete monument R/W rIght-of-way M = MEASURED R = radius P.CTI. = permanent control point P,R.C. = point of reverse A = centrat angle I.P. = IRON PIPE D = deed P.11C. = point of commencement P.I. = point of Intersection (3) = bearing basis tine RP = radius point O/S = offset P.0,11. = point of beginning P,T. = point of tangency ASPH = asphalt L ARC LENGTH CONC. concrete D/E drainage easement IN = not field measured M.H. manhole CIL centerthe ESMT. easement C,M,P, = corrugated metal pipe WPF = wood privacy fence U/E utility easement ALUM. = aluminum CALC. calculated R.L.S. = registered land surveyor CHATT chattahpochee CLF chain Link fence P.C. = point of curvature LB, = Licensed business ELEV elevation PR.K permanent reference monument 0 PINE 2' PINE \.. wA-r5fz -"C-'fr'Vj C f'�' LA rq C-_ R= 3276.52' A= 01-55/25 L=110.00' 4> Y�z " i - R. + -L,P,7 6r:704- d BEGIN AT LEGAL DESCRIPTION LOT 48 OF RESERVE PLANTATION PHASE IIA, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 26, PAGE 13, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, TOGETHER WITH: A PARCEL OF LAND LYING BETWEEN LOTS 43 AND 49 OF SAID RESERVE PLANTATION PHASE W BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; NfNQ THE NORTHEAST CORNER OF $AID LOT 48, SMD POINT BEING THE POINT OF CURVATURE OF A L- 8015PLANTATIONLAKES DRIVE CURVE CONCAVE TO THE SOUTHEAST WITH A CENTRAL ANGLE OF 00'4V 39" AND A RADIUS OF 7360.40 FEET: THENCE SOUTWESTERLY ALONG THE ARC OF SAM CURVE AND THE NORTH LINE OF LOT 48, 97.74 FEET; THENCE S 62 - W I r' W 7TJ6 FEET; THENCE N 27' OW 45" W 50.00 FEET; THENCE N Gr W 19' E 77.55 FEET TO THE POINT OF CURVATURE CONCAVE TO THE SOUTHEAST WITH A CENTRAL ANGLE OF W 45' 21' AND A RADIUS OF MOA0 FEET; T14ENCE NORTHEASTERLY ALONG THE ARC OF IWO CURVE 07.75 FEET TO THE POINT OF CURVATURE OF A NON -TANGENT CURVE CONCAVE SOUTHWESTERLY WITH A CENTRAL ANGLE OF 00' 49' 27"AND A RADIUS OF 3476.52 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE S&W FEET TO THE POINT OF BEGINNING. Renner, Burgess, Inc. CERTIFIED TO, -3t. LUCI(- GoUt','kW I S.E. 4-th Ave., Suite 212 Delray Beach, Ft 33483 �SL Phone 561-243-4624 VINCENT MAIRCELL11140 Fox 243-4869 Authonzation Number L86504 FLOOD ZONLI I hereby certify that the Sketch of Boundary Survey shown hereon MAP NO., 11ZOLL35 O'Z&O J meets 1�,e tinimurn technical standards set forth in Ohapter 5J-17.50 NORTH Flor A� I is r iveGode pu,suan, to Section 472.027, Florida MAP DATE, Statutes NOT _V41D NOT TO SCALE DATE, t 5 UNLESS SEALED NORTH VICINITY MAP 47 _2 WITH EMBOSSED SURVEYOR'-& SEAL -7-7 JOB NO, - Har M.WLIVebu R.L.S. No. 5089 7 REVISED W671 T1TT i, f FT 161 prZbit,/Fll�i,12 �j 25 SH 25 SH no 0 0 IN 4' RECS!>,�T —4 SHOWER' 5'- 4" 4' a 1 0 0 BEDROOM #4 ,In no 10'-0" FLAT CLN'G < m w 0 :J�,j 4t I Zt 1 0 Ln 3'46' Ln ?RAO < co 0 H.B. EXT IN M 2 60- E X T, FE It 11 nTRUSS-H7A It (2) 3080 -.11 8"x16" CMU COLUMNS (TYPICAL AT COVERED PORCH) Li��f - -- - - - - - - - - - - - - - AREA TABULATION (10-27-15) LIVING 4152 SQ.FT. GARAGE #1 600 SQ.FT. GARAGE #2 665 SQ.FT. ENTRY 100 SQ.FT. COVERED PORCH 1145 SO.FT. TOTAL 6662 SQ.FT. bu L PEDk S IN 2680 Qw-11 f Fm 141 25SH 25 SH M 111 1 71 W-0, 00 PLAYROOM cu 2680 PKT. Z4_4 BEDROOM #3 O'-O'FLAT CLN'G BATH #5 10'-0" FLAT CLN'G FLAT CLNG N',O' in 2880 2880 W 72"x14"H FXD. GLS ABOVE 72"MWH FXD. GLS ABOVE S-1 UPPER CABINETS PPER CABINETS 9'-5j' b 3 Eli-------------- ----- ';f POT FILLER r 0 W =uff 71 RAN(,F WITH T S-1 ,Rol ABOV ODD ABOVE � I W1, 1/2-63 SH TEMPERED L_J 0 F291 25 SH ' ;j�- I - BATH #2 T 11 L , 10'-0" FLAT CLN'G f ��11 WH kZJ 32'-2' 1, 31-01 :E (1) #50 VERTICAL REINFORCING AND FILL CMU CELL SOLID WITH CONCRETE AT 48' O.C. MAX (TYPICAL WHERE SHOWN) 4'4 4' ' 'i - _1 All 4'-4' 7e 3' 26'-6* - - - - - - - - - - - - - -- 6 ED LL� STORAGE 4' BEDROOM #2 10'-C" FLAT CLN'G z GARAGE #1 1 10'-0' FLAT CLN'G (A.F.F.) �7_ 7) 6 1, FIN LINE OF ATTIC STORA:GE I I 32"x48"x3`o NICHE /-WITH TOP AT 7'4" 2880/1z� I I I �1 - - - - - - - - - - - - - - - - - - - - PANTRY 4 FRAME BEARING WALL W/ j 111-1 2"X4" NO. 2 SPF. STUDS _6�j' AT 16" O.C, MAX SPACING 2880 S.C. (TYPICAL WHERE SHOWN) 2880 El (2) 2'X4` STUDS .4- 4' -TRUSS-Cl ----- 4'-4- p 0 1 1 M - 11 1 11 1 1 —H.B. z10 I 1��, 101 3'- 6' 3'-6. IL 12'-4' .131 r 1 7'-4' (2) 2"x4" STUDS KITCHEN 11-01 I TRAY CTN'G FROM 10'-0" TO W-O" 6 - — — — — — — — — — — — — — — — — � DINING 1.0 x I— T-O" FLAT CLN'G p OR S-1 cu L r2 01 coo 6'-7- NOOK ZD� 10'-0' FLAT CLN'G X-10' 1, 2 ------------ ----------------- --- —_ I— TRUSS-C4 A �IK 16'w RAISED BAR. SOFFIT WITH CABINETS -------------- LN'G 0 wo AT 42" ABOVE F.F. ABOVE ISLAND TOP OF CMU AT 17'-4" A.5,F _Z� zo (TYPICAL WHERE SHOWN) I I , , I I I cu I 7 = ===== === - - - rT T USS-05 5060 FXD. TT — — — — -- n — L CQ 4060 FXD. (�YE F�_ - KOM F zr L_ _j L_ _J L_ 12'-0' FLAT CLN'G �D 3'-0' 5'-4' 24- L 2'-8' 1, 5'-10' l__ �rj - - - I L - - - - J L - - - - r 7 IF - GREAT ROOM x `0 COVERED PORCH TRAY CLN'G FROM IT-O" FLAT CLN'G (A.F.F.) 10'-O'TO 11'-0' 1 3'-10' _J L _J L F r2T2A� co I 30"X�8,,X4,��ICHE STUDY C�u ITH LoPj,� 7'4" 10'-0' FLAT CLN'G L 4'-B' 3'-0' 5'-4' 41_4� �7-_6� 676y' 1 A4 z 4 PREFAB. V NTLESS 4 GAS FIREPLACE - w F AM, BEA ING WALL W/ 2"xW NO. 2 SPF. STUDS p - - - S-1 AT 16" 0 C MAX SPACING p 0 7'-4' 0 JYPICA� WiERE SHOWN) S-1 S-1 ru ED - - - H.B. Ar T TOP 0 CMU COL. AT 8'-4" A.FP. 5060 FXD. D. (TYPICAL WHERE SHOWN) 4060 F - - - - - 32'x48"x4'D NICHE WITH TOP AT 7'4' 6' 4' El 7'-3�' 1 1 81 �0 - - - - - - - - - - - - - - - 1 4'-10' JL I 1AI 11 (2) 2080 10'-0' FLAT CLN-G 1-4' 5'-4' -4' OF- -1 Lj In 2880 PKT. 13 LL�__ =1111u 2080 0 0 (2) 2680 EXT. FOAM DOME DETAIL M. BEDROOM TRAY CLN'G FROM 10'-O� TO 1-4- M. BATH 2880 PKT. 10'-0" FLAT CLN'G SZZ==- 4' 4' X-7�-% A'-A- 10-0 cu _u 1 9 -4 L - - - - - - - - - - - - - - - - - - - - El 10'�)" �LAT CL�TC IL 25 SH 25 SH 3 0 36'x72" TUB v 0 0 IN 35 SH L9j 1 7 7B L�j TEMPJOBSCURED Z LLJ K K S_ 1610x81O O.H.D. PRE -CAST CONCRETE LINTEL BEAM W/0) #50 REINE. AND (1) COURSE OF 8'x8"X16' LINTEL BLOCK W10) *50 REINE. AND FILL SOLID W/CONC. (TYP, AT ENTRY PORCH) MIN. 1-3/8" SOLID CORE AA 20 MINUTE FIRE RA DOOR EQUIPPED WITH SELF CLOSING DEVICE ATTIC ACCESS PANEL OR ATTIC STAIR ENCLOSURE BB MUST HAVE A 20 MINUTE FIRE RATING (TYPICAL) 24'x24" CMU COLUMN (TYPICAL AT ENTRY PORCH) r3 21 �\k 36 SH ;/�Ir 36 SH F3 41 CMU WALL HATCH LEGEND TOP OF CMU WALL AT 10'-0" A.F.F. ', XZ11111 TOP OF CMU WALL AT 17--4" A.F.F. NOTE: COORDINATE ALL FINAL BEARING HEIGHTS WITH FINAL TRUSS LAYOUT PRIOR TO CONSTRUCTION ---------- 31'-4' 130"X14'SEAT AT 16"H /rENTRALI) 1% VAC It GARAGE #2 �16"x24"Hx3"D NICHE 10'-O'FLAT CLN'G �A.F.F.) 48`x14` SEAT AT 6`11 LINE OF ATTIC STORAGE j rB_Bj tl� WH I -NIL (1) #50 VERTICAL REINFORCING a M rE AND FILL CMU CELL SOLID WITH CONCRETE AT 48" O.C. MAX (TYPICAL WHERE SHOWN) Elcl) 0 EXT. 11 an M El �\,36 SH �/ 36 SH El El \ -7_0 r__ c �0 .2 2:� c: �(D 0 .- 0 LO m U) 06 OM (D V" E >0 (L - " 2 cL 5 a Lu -00) (D 05 z U) oc 0 U) U) 0 a x scWtAe'D ell( cowlk� —J—LFILE r ELOOR PLAN - SCALE: 1/4" = 1'-0" —REVISIONS- 77=7 zi� UJ I- Len 93 .1 0 0\ r1N 0 O,j 0', Ln UJ 0 H- < F\J FJ U m I- . M W) K) Lu 12� m u < _J LLJ 10- < LLJ < F_ UE u 0 CL I-- LL Lu n Nj C:j 0 1:] E:1 E] u n LL u �7 0 u LLJ LLJ LLJ u U LLJ 0 z _j u LLJ n0000, -Z-j 0 < 0 LL < _j EL LL Lr) _N1,1\ C:D co LLJ O_ < -0-1 a Lu Of L0 r, 0 Lr) L) (\j — ( V) LLJ �o Lr) LUZ Nc� r*- a — a < -1 C\J LL c� Of LLJ In U_ C) C) CL �0 Lu _j < 0� Lu LL 7= < (D 3: CD 0 Z 0 r- _j Lu Lu -.1 LL a - oil& 1,7- SHEET3 OF 7 -DRAWN BY- DANIEL FRECHETTE A, 3 4 4 4 4 4 27 4 34_ 35 �6 4 6A ___ __zI Windtoadcatc.coms Ydat Window to S�cco" ASCE 7-10 Version 8.0 2003 - 2013 t Building Pervalt F dition Wind Load Program MA 4 1 -395 1 -4 4 A-1 C__ 4 4 -4 4 4 4-1 4 24 4 3C 41 7 4 -�6 9 -40 4 42 5 92 4 A I 4 4 A, 2 -42 4 2 4 4:� 23 31 2 C 4 AO� 4 4 4 S 0 128 4 3-, --7 12 -i-__T -40 5-1 -4' 1 12 CONCRETE TILE ROOF STUCCO EXTERIOR FINISH cc q LEFT ELEVATION ATTIC VENTILATION CALCULATION SCALE: REQUIRED ATTIC VENTILATION IS FS� SQ. FT. OF THE TOTAL CEILING SQUARE FOOTAGE. BASED ON AN APPROXIMATE CEILING SQUARE FOOTAGE OF 6662 SQ. FT. A TOTAL OF 44.4 SQ. FT. OF ATTIC VENTILATION IS REQUIRED. OWNER/ BUILDER SHALL INSTALL CONTINUOUS VENTED SOFFIT WHERE SHOWN PROVIDING +/- 35.9 SQ. FT. OF VENTILATION. OWNER/ BUILDER SHALL ALSO INSTALL (16) O'HAGIN "S" STYLE VENTS PROVIDING 2.72 SO. FT. OF VENTILATION. TOTAL PROVIDED VENTILATION = 44.78 SQ. FT. EXCEEDS THE 44.4 SQ. FT. OF VENTILATION REQUIRED. NOTE: CALCULATIONS FOR SOFFIT VENTILATION IS BASED ON A VENTED SOFFIT PROVIDING 7.53 SQ. IN OF VENTILATION PER SO. FT. NOTE: CALCULATIONS FOR OFF -RIDGE VENTS IS BASED ON A O'HAGIN "S" STYLE VENT PROVIDING .68 SQ. FT. OF VENTILATION PER VENT. 41�4fpvrw6A._ THfSRTPUCTf - Ipp W A 9FFN "�ESIGNED FhleiLv, �' 1 ' ,,,�PLi_'NCE OF F� J�,06.1.4 FOR ONE OF THE FOLLOWING; I,JERNAL WIND PRESSURE WINDBORNE DEBRIS PROTECTION If FSISTANCE GLAZING W7� A ALL MANUrAMMP9 LAAL90 WOMNS U MM§ AINO MQ50 COMMJOSM WM4 010 RNINAY am MUST D" N ON ALL 0001118 AND *NDOWS 0 APPIE APPROVED THFSE PLANS AND ALL PROPOSED WORK ARE,RL111JECT TO Wf VA10T*W$ STUCCO EXTERIOR FINISH REOUIRED CY ACLD ININGTIDIIIIII THAT MAY BE N5CE81W W MIR TO 4 COMPLY WITH ALL 01111.1041,11 00DItJ I ®ril THE MAIN WIND RESISTANCE FOR THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2014 FLORIDA RESIDENTIAL BUILDING CODE 5TH EDITION AND LATEST ADOPTED SUPPLEMENTS TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM WIND SPEED OF 170 MILES PER HOUR, EXPOSURE "C" STRUCTURE. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH THE 2014 FLORIDA RESIDENTIAL BUILDING CODE 5TH EDITION AND LATEST ADOPTED SUPPLEMENTS TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM WIND SPEED OF 170 MILES PER HOUR, EXPOSURE "C" STRUCTURE 1. ULTIMATE WIND SPEED = 170 MILES PER HOUR/NOMINAL WIND SPEED = 131 MILES PER HOUR 2. WIND IMPORTANCE FACTOR = I / BUILDING CATEGORY = 2 / ENCLOSED (FULLY) 3. WIND EXPOSURE = EXPOSURE "C" SCANNED 4. INTERNAL PRESSURE COEFFICIENT: + 0.18 0.18 BY 5. COMPONENTS & CLADDING: + 40.2 PSF / - 53.8 PSF St. Lucie County ALL DOOR AND WINDOW UNITS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS (WHERE APPLICABLE) THIS STRUCTURE HAS BEEN DESIGNED AS A FULLY ENCLOSED STRUCTURE. THIS STRUCTURE IS LOCATED IN A WIND-BORNE DEBRIS ZONE PER FLORIDA BUILDING CODE. GLAZING PROTECTION (IMPACT GLASS AND/OR HURRICANE SHUTTERS) IS REQUIRED TO BE INSTALLED. TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, THE FOLLOWING PLANS COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE 2014 FLORIDA RESIDENTIAL BUILDING CODE 5TH EDITION AND LATEST ADOPTED SUPPLEMENTS DESIGN CRITERIA FULLY ENCLOSED WIND SPEED 170 MPH EXPOSURE C BUILDING TWO (2) CATEGORY GENERAL NOTES THESE DRAWINGS WERE PREPARED WITH THE ASSUMPTION THE CONTRACTOR/OWNER BUILDER IS KNOWLEDGEABLE OF COMMON CONSTRUCTION PRACTICES. THE CONTRACTOR/OWNER-BUILDER SHALL REVIEW DRAWINGS FOR ACCURACY AND INTERPRETATION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS PRIOR TO CONSTRUCTION. THE FOUNDATION PLAN SHALL BE VERIFIED BY THE CONTRACTOR/OWNER-BUILDER TO CORRESPOND WITH THE FINAL ENGINEERED TRUSS LAYOUT. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. DO NOT SCALE DRAWINGS 00 j M LL -1 N — Ln to -LTJ Z >- . < >_ F\j K 1-- 0 I-- < CO tr) LU Of = Ir U _j y < W Of U CL LO a- LLJ LL � LU 0@) CL 11 1 U 7- 0 U U) LU U ci) < Li LLJ QD 77 LLJ F -1 Am— hk __j L U I fy < ry < 0 ry __j 0- LC) 00o ULJ LD EL < CD < Ci� Lj Lr)f ,, 0 L-) Y) U-i K) Lo UL Z r,- CY < LL ::D E� LLJ 1r) 0 0— \0 LIJ _j _j < LLJ LL < c' 57- 0 I-- _j LIJ LLJ -z L 0- a M AO f y S SHEET I OF 7 BY- rD CHETTE wi -REVISIONS- 69'-4' 4� 9-15-16 (COUNT COMMENTS) 8'-7- L 3'-0' L 40'x4O" CONC, 42� L 31 —H.B. 1/2-33 SH TEMPERED 2880 EXT. IS IS Lu n 0,0 WH E 0 --t CD (1) #50 VERTICAL REINFORCING 00, r, N m E n Cj m uj �=z AND FILL CMU CELL SOLID WITH a 1 `0 25 SH 25 SH 25 SH 25 SH 25 SH 1 s 1 CONCRETE AT 48" D.C. MAX 0 -.1 -1 Lr) _'-2"0 STEEL BOLLAR (TYPICAL WHERE SHOWN) 1r"J a-, n m 0 0 0 0 0 0 0 0 111111111111 0 0 0 0 111 0 a m 2 m 0 —0 BATH "I LU 0""" L 101-0* FLAT < H- 5'-10" CO E 11�' Lu It Of 00' 4' 4 4' < Lu SHOWER 1 4' 1 4'-4' 7'-+ X-1 261-6 < F 0- ILL! cul, u LL ULI o(V 4T I V �j - - - - - - - - - - - - - - - 5' 111-01 1L 4' 0 -1 T A� r - - - - - - 0 w bQ LL Co 0 11 �U a12EA�L ZID 0� _j BEDROOM #4 1 2680 PKT. OU ,in 7� < 10'-0" FLAT CLN'G PLAYROOM cu L-:� BEDROOM #3 (d BEDROOM #2 �u CTI I I zc L J I Co < �? 1 10'-0" FLAT CLN'G 10'-0" FLAT CLN'G 10'-0' FLAT CLN'G GARAGE #1. 1 �'u 0 0 1:3 ;t BATH #3 CU 10'-0' FLAT CLN'G 10'-0' FLAT CLN'G (A.F.F ... .... ........ . zo 11 � in F3 31 ZD E:1 co �o TTIC STORAGE t 5' -0.(-') IF] 32"x48"X3'D NICHE LINE OF A ... ... ... ... .... .. ... ... .. ... .... u WITH TOP 4" 2880 7— L 2880 2880 2880 PKT. L____A __' T4' --------- 4r� 2'-8' 4' Lo 4 72'x14'H FXD. OILS ABOVE 72'xW'H FXD. GLS ABOVE zt FRAME BEARING WALL W/ 261 4' 4' 1 4' -+ L -4' 4� � 7UPPER CABINET S V�UPPER CA13INETS 2"x4' NO. 2 SPF. STUDS F zt I � 5M-5j' 3 -6�� Tr -AT 16" 0 C MAX SPACING 36 SH q'_n' L A-1 2880 S.C. ------- (TYPICZ �HERF SHOWN) K < AA CO 2080 - ----------- - - El ZD A' 4' S-1 EL (Z- 1 zo LOT�FIILLER fj , f` 1 (2) 2'x4" STUDS H.S. J I co 'D r__ 34 m m ZoTRUSS-Cl I I 1 1, Lu I TRUSS-Cl - W cu ------------ w . . ......... Cu PANTRY L IREF u m 16/Ox8/0 O.H.D. 11 _0AN r'E WITH S-1 p - - - - - - - - - - - - - - - - - T ICRO. ABOV HOOD ABOVE —H.B. 1 101, w S-1 EJ 0 11TRUSS-1-17A I I m u 11 (2) 3080 EXT. 3'-7 1 S-1 16'-5�' 11 3-6 , 4 31 2'-a� , �a� , , 3'- 01. 34, 1 Lm4 (2) 2'x4* j:� KITCHEN STUDS in I TRAY CLN'G FROM 10'-O'TO 11'-0` — — — — — — — — — — — — — — — — — — — — DINING -0" FLAT Cl_�'G p DO 1 S-1 I ED I LLJ i E L ---- - -- =< u 9'-7' . .. .... . ... ... . 6'-7- PRE-CAST CONCRETE LINTEL BEAM W/0) NOOK ID #50 REINF. AND Q COURSE OF 8"x8"X16" Ln �7 10'-0" FLAT CLN'G -------------------------- 3'-10' 2'-0' b LINTEL BLOCK W/(,,) #50 REINF. AND FILL 8'x16" CMU COLUMNS m -- - ------------------- SOLID W/CONC. (TYP. AT ENTRY PORCH) < (TYPICAL AT COVERED PORCH) _jI TRUSS-C4 16'w RAISED BAR SOFFIT WITH CABINETS - - - - - - - - - - - - - AT 36' ABOVE F.F. ABOVEISLAND TOP OF CMU AT 17'-4" A,F.F.-\ (TYPICAL WHERE SHOWN) Q zo 5060 FXD. El — — — — — rT - - - - - 7 - - - - - T1 - - - - - - TRUSS-05 so 1-10, 1 , MIN. 1-3/8" SOLID CORE 4060 FXD. 5 LI: 1 0 < 20 MINUTE FIRE RATED >_ AA DOOR EOUIPPED WITH SELF M111 A CLOSING DEVICE CMU WALL HATCH LEGEND z zo FOYER _j L_ _J L_ J 12'-0' FLAT CLNHG ATTIC ACCESS PANEL TOP OF CMU WALL AT 10'-0" A.F.F. 2� 10, L 4'-8' �'-O. 5'-4' LLJ 60 �u co - — — — — - OR ATTIC STAIR ENCLOSURE 00 LJ LJ BB MUST HAVE A 20 MINUTE )P OF CMU WALL AT 17'-4" A.F.F. :'4 1 2'-8- FIRE RATING (TYPICAL) L I L - - - - :f u �_____j L - - - - AREA TABULATION (10-27-15) r LIVING 4152 SQ.FT. GREAT ROOM 11 GARAGE #1 600 SQ.FT. TRAY CLN'G FROM 24"X24" CHU COLUMN �n (TYPICAL AT ENTRY PORC NO I E: Zt L GARAGE #2 665 SQ.FT. COVERED PORCH 0 10'-O'TO II'-0' I I I Od Ou ENTRY 100 SQ.FT. 10'-0" FLAT CLN'G (A.F.F.) _J L _j L_ _J L__ H) 0 COVERED PORCH 1145 SQ.FT. PZ _:q r_ COORDINATE ALL FINAL BEARING HEIGHTS WITH LEEPING ROOMS PROVIDE AN EGRESS FINALTRUSSLAYOUT PRIOR TO CONSTRUCTION 6662 SQ.FT. 1 2 2 TOTAL MINDOW WITH A NET CLEAR OPENING OF 5 60, FT, FOR GROUND FLOORS, O"x48'xAINICHE STUDY N-' 51 SO. FT FOR UPPER FLOORS. OPENINGS L ITH TOPj�7 7'4� 10'-0' FLAT CLN'G SHALL NOT BE LESS THAN 24'H OR 20'W 31-01 §0 T MOPE THAN 44" ABOVE FLOOR. 11-41, 12'-10' B4 J-- �L 4'-8' 5'-4' is, AB VENT ESS GAS FIi4EPLACEL 4' 4' W FRAME BEARING WALL W/ S C) 2'X4" NO. 2 SPF. SITUCDS MAX 1, 7'-4' AT 16' 0 C G p 161-01 (TYPICAL WHERE SHOWN) Li cf) LVL WOOD BEAM (BY TRUSS COMPANY) cu S-1 s 1 H.S. LLJ (TYPICAL AT COVERED PORCH) Awr �tf m m( IT — — — — — — — — — — — — — — — — — — u < TOP OF CMU COL. AT 8'-4' A.F.F. 5060 FXD. 4060 FXD. 16/Ox8/0 O.H.D. ME* _J (TYPICAL WHERE SHOWN) v! 32'x48'x4"D NICHE u WITH TOP A El cc m I - - - - - - 1 -6� 1 4' Z� 0 2' 8' -3' A 24'-11' — — — — — — — — — — — — — — --- 5 A�/ < 10, 56 SH F CMU COL, AT 8'-8" A. F.F. 10--V FLAT CLN'G (2) 2080 K (TYPICAL WHERE SHOWN) �2 __1 z S-1 < 15'-Oi' 2'-4- _j CU I u :6j �<L _J Lo 5'-4' 2 -4' IS I - El I I — — — — — — — — — - 2880 PKT CD Co El 2080 �T I I I �30"xIWSEAT AT 16"H co F( ire 8: 1 1 ;r CY) (2) 2680 EXT. )AM DOME DETAIL 1 11 co M. BEDROOM — 2� Z:) V, ?f s 11; j I TRAY CLN'G FROM 10'-0" TO [1'-0" M. BATH 1 VA �12'0 STEEL BOLLARD Uj zo It 2880 PKT. 10'-0' FLAT CLN'G GARAGE #2 wnw 0 1 1 1. Oj 0 --t 16"x24"HX3"D NICHE L0 10'-0' FLAT CLN'G �A.F.F.) I L__) - Z' .0 Ltf Lu < 0 2 >- c\j !�2 I Ij U) LLJ rr) Lo C I u 4' 1 4' 4' 48"xI4' SEAT AT 16"H LINE OF ATTIC STORAGE LU Z cNj 1 31-71 It /'_ - I 11� — O� < -,I (\j 101-01 63 201-0# '-41 1 4'- 6'- In /5 4\ - ----------------- j C/) W. 1. C. 4 C) m so L - - - - - - - - - - - - - - - - - - - - 10'-0" FLAT CLN'G ED Cy LL 0- �D 36'x72' TUB _J < 0� WH LLJ < LLJ 7 *�-2'0 STEEL BOLLARD _j Z <L7 — — — — — — — — — — — — — — — — — - F_ I I — r-, of W) (1) #50 VERTICAL REINFORCING 36 SH CS 0 AND FILL CMU CELL SOLID WITH 25 SH 11 SH i5 77H 35 SH LUNLRE I t AT 48" 0. C. MAX Z o r� _j TEMP./OBSCURED (TYPICAL WHERE SHOWN) Lij ui -3 LL 2_ E] 0 _H -B. E8711 I A El cn S-1 El 2880 D _j 71r_077 F4' �10 I AT 7' 27A e 'J��Iz O,�4 NO _T t4' CG 15'.-7' 18'-4' 4 3'-0' lie FLOOR PLAN A 5 15'-0' 16'-2' SCALE: 1/4" = 1'-0" SHEET 3 OF 7— DRAWN BY - I L F D7AE FRECHETTI (2) #5 REINFORCING IN TIE BEAM (I IN TOP, I IN BOTTOM) 25"x25" #5 CORNER REBAR 4 (2) #5 REINFORCING IN TIE BEAM 0 IN TOP. I IN BOTTOM) �O 1-25"x25" #5 CORNER REBAR �21DOWN ROD WITH 10" HOOK IN FILLED CELL DOWN TO FOOTER STEPPED LINTEL DETAIL N. T. S. STUCCO NOTES EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMELY WITH THE APPLICATION REQUIREMENTS OF ASTM C 926. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM C 1065. WHERE CEMENT PLASTER IS TO BE APPLIED TO LATH OVER FRAME CONSTRUCTION, MEASURES SHALL BE TAKEN TO PREVENT BONDING BETWEEN THE CEMENT PLASTER AND THE WATER -RESISTIVE BARRIER. A BOND BREAK SHALL BE PROVIDED BETWEEN THE WATER-RESIST[VE BARRIER AND THE CEMENT PLASTER CONSISTING OF ONE OF THE FOLLOWING: 1. TWO LAYERS OF AN APPROVED WATER-RESISTANT BARRIER MATERIAL; OR 2. ONE LAYER OF AN APPROVED WATER-RESISTANT BARRIER OVER AN APPROVED PLASTIC HOUSE WRAP; OR 5. OTHER APPROVED METHODS OR MATERIALS APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, R302.9.1 FLAME SPREAD INDEX WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 WINDOW AND DOOR BUCK INSTALLATION (MASONRY) MASONRY TAP —CONS PAF'S PDN'S WOOD SCREWS ROUGH OP'NG, BUCK TO HEAD AND JAMB WNDW. TO BUCK, UP TO 8`0' 3/16' @ 16' O.C� .145 @ 8' D.C. 1 .120 @ 6' D.C. # 8 @ 12' D.C. W-10' TO 10`0' 3/16' @ 12' D.C. .145 @ 6' D.C, A20 @ 6' # 8 2 81 01C. 10'-0' TO 12'-0' 3/16' @ 8' D-C� .145 # 8 @ 6' O.C. 12'-0' AND BEYOND BY DESIGN BY BY DESIGN LEGEND, H H RAF = POWDER ACTUATED FASTENERS a B CMU HEAD OR JAMB PON = PNEUMATICALLY DRIVEN FASTENERS TAP -CON OR RAF NOTES, MAINTAIN 3' EDGE CLEARANCE FOR PAF'S EMBED PAF'S 1.25' MIN. INTO CMU OR CONIC. I' X P.T. BUCK STRIP ��_WOOD EMBED TAP -CONS 1.50' MIN. INTO CMU OR CONE. SCREWS LARGER MAS. OR WOOD SCREWS MAY BE SUBSTITUTED NOTICE, FOAM SEAL AT ALL BUCKS, WINDOWS AND DOORS NOTE, IF DOOR/WINDOW BUCK IS LESS THAN 1-112' DOOR/WINDOW MUST BE ANCHORED T HROUGH JAMB INTO THE STRUCTURAL SUBSTRATE INOTE, WINDOWS AND DOORS SHALL BE ANCHORED PER MANUFACTURERS SPECIFICATIONS FLASHING NOTES R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall caV;ty or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C 920 Class 25 Grade INS or greater for proper joint expansion and contraction, ASTM C 1281, AAMA 812, or other approved standard as appropriate for the type of sealant. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion - resistant flashings shall be installed at all of the following locations: TABLE R301.2(l) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA U_Nr)F_VAND GRO D SNOw �DEIIGN SEISMIC DESIGN SUBJECT TO DAMAGE FROM WINTER DESIGN ICIF BARRIER T UNDERLAYMEN FLOOD dd'�Tcrpographdc Pm'�Pl) d'Fmst LOAD Is I affectsk CATEGORY' Werathem, tin, dI Termite' TEMP' REQUIREL)h HAZARDS NA See Fig. R301.2(4) NA Neg ligibl, NA a HV ',Iy a NA NA R302.10.1 FLAME SPREAD INDEX INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR - PERMEABLE MEMBRANES WITHIN FLOOR/CEIL[NG ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACE AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX OF 450 WHEN TESTED IN ACCORDANCE WITH ASTM F 84 OR ILL 723 CABINETRY NOTE: CABINET LAYOUT SHOWN AT KITCHEN, BATHROOMS, AND ANY OTHER LOCATIONS ARE DIAGRAMMATIC ONLY. COORDINATE FINAL CABINET N DESIGN W/OWNER/BUILDER PRIOR TO ANY FABRICATION/ INSTALLAT 10 TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot) USE LIVE LOAD Uninhabitable attics without storages 10 Uninhabitable attics with limited storage D�e 20 HattBable attics and attics sorved with fixed stairs 30 Balconies (exterior) and decW 40 Fire escapee, 40 Guardrails and handrailsd 200t Guardrail in -fill components' Passenger Vehicle garages3 SO Rooms other than sleepinq rwm 40 Sleeping rooms 30 Stairs 40, TABLE R301,13 MINIMUM ROOF LIVE LOADS IN POUNDS -FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION TRIBUTARY LOADED AREA IN SQUARE FEET FOR ANY STRUCTURAL MEMBER 0 to, 200 F201 1. 6001 ROOF SLOPE FlAt of rise less the n 4 inches p� 20 foot (1.a) Rise 4 inches per foot (13) to 111 14 12 less than 12 rI per feet (11) I Rise 12 inchas par foot (1: 1) 12 12 I 12 I and greater R38 BLOW-IN INSULATION 1/2' CEILING BOARD 2'x4' NO. 2 SEE TOP PLATE CONTINUOUS 1/2' DRYWALL EACH SIDE (PAINT AND FINISH) 2'x4' NO. 2 SPF STUDS AT 16' BASE TRIM AS SELECTED BY ;�OH%N&AS SELECTEII A 0 0 W M < > 3ARD INSTALLED CEILING INSTALLED ME WALL. I 1/2' DRYWALL INSTALLED ON GARAGE INTERIOR FRAME WALL ARAGE FINISHED FLOOR TYP, INTERIOR FRAME GARAGE WALL SECT.ION NOT TO SCALE NOTE: COORDINATE ALL ROUGH OPENINGS FOR EXTERIOR CTURER'S SPECS. DOORS AND WINDOWS WITH MANUFA I TABLE R903.2.1 METAL FLASHING MATERIAL GAGE MINIMUM WEIGHT THICKNESS (Itis per sq MATERIAL (INCHES) GAGE ft) Copper 0-024 1 (16 oz) Aluminum 0.024 Stainless steel 28 Galvanized 00179 26 26 (zinc coated steel (zinc co ated G90) G90) Aluminum 26 26 zinc coated 0.0179 (AZ50 alum (AZ50 steel zinc) alum zinc) Inc alloy 0-027 ea 2.5 (40 oz) dt e J 1 �25 (2() oz) TYPICAL MASUNRY/R011F EAVE FLASHING DETAILSI N, T S. CONCRETE TILWE ROOF OVER MINIMI. 30LIO. FELT PAPER (IF REQUIRED) O\ SECONDARY WATER INTRUSION BARR] 12N NOMINAL 19/32' COX PLYWOOD PRE-ENGINEERED WOOD TRUSSES — MINIMUM R30 INSULATION (OPTIONAL OVER NON LIVING AREAS SIMPSON STRAPS AT EACH TRUSS — (SEE CONNECTOR SCHEDULE) (SEE ELEVATIONS FOR ROOF PITCH) METAL DRIP STRIP 2'x4' SUB -FASCIA ALUMINUM SOFFIT (OPTIONAL VINYL) NOTE, SEE R013F ZONE NAIL SCHEDULE ON SHEET 'A7, FOR DECKING FASTENERS NOTE, �nPATA E�AL� Rid A� L IN SHANK NAILS AT 6' D.C. ON EDGES AND 61 B.C. IN FIELD 24'x24' CMU COLUMN # 50 VERTICAL REINFORCING A TA ON F CAUI�WLC��rRLII� WIL X e D NCRE,�k EXTERIOR FINISH (SEE ELEVATIONS) 4' CONCRETE SLAB W/FIBERMESH FIBERGLASS STRAND REINFORCING (MIN, 1.5Lbs. PER CUBIC YARD) ON 6 MIL VAPOR BARRIER OVER CLEAN COMPACTED AND TERMITE TREATED So C WELL 14' APPROXIMATE S' (MIN.) I 42'x42'xI6'D CONCRETE FUUTE WITH (4) #50 REINF, EACH WO #50 REBAR W/10' HOOK AND 25' MINIMUM LAP W/VERTICAL REINFORCING TYPICAL ENTRY PORCH SECTION 4 4 "J, 4 8'WxB'D CONCRETE FOOTER WITH (1) #50 REINFORCING FOOTER DETAIL "Fl" NIT.S1 1/2' CEILING BOARD OVER JI FURRING STRIPS AT 12' B.C. MAX (MOISTURE RESISTANT) #50 REINF, AND FILL WITH CONCRETE Nx F.F. Z N. T. S, 81 1001-01 F.F. (ASSUMED) VARIEi 991-81 B.F.F. _L 18'Wxl6'1) CONCRETE FOOTER-� WITH (2) #50 REINFORCING FOOTER DETAIL "F4" N, TISI PROPOSED RECESSED SHOWER Z AREA TO 13E BUILT ..... APPROX FIN FLR DE Do - 8'Wx8'D CONCRETE \_FOOTING WI H (1) #50 SEE FOUNDATION PLAN-` FOOTING DETAIL //F3// R38 BLOW-IN INSULATION 5 1/2' CEILING BOARD 2'x- NO. 2 SEE TOP PLATE CONTINUOUS "s, 1/2' DRYWALL EACH SIDE (PAINT AND FINISH)- 3-1/2'?ATT INSOUUAITION IN, LL— CAVITI S FOR I PROOF �0 (WHERE REQUIRED BY OWNER) > 2'x- No. 2 SPIF STUDS AT 16- O.C, 2'x P.T. NO. 2 SYP. SECURED TO FLOOR AS REQUIRED BASE TRIM AS SELECTED BY OWNER FLOORING AS SELECTED BY OWNER �z TYPICAL INTERIOR WALL SECTION NON LOAD BEARING WALL PARTITION WOOD STUD FRAME CONSTRUCTION REINF13RCING (CONT.) (TYPICAL ALONG INTER113R PORTION OF RECESSED SHOWER AREA) N. T. S. NOTE, TRUSSES NOT SHOWN FOR CLARITY NOTE, SEE ROOF ZONE NAIL SCHEDULE ON SHEET 'S-l' FOR DECKING FASTENERS NOTEr AM�TE�/A ft Ek W G R14hHANK NAILS AT 6' B.C. ON EDGES AND 6, O.C. IN FIELD EXTERIOR FINISH (SEE ELEVATIONS) # 50 VERTI AL REINFORCING AN &HN cVkOl�— #50 REBAR W/10' LAP CONCRETE TILE ROOF OVER MINIMUM 30UI FELT PAPER (IF REQUIRED) OVER — SECONDARY WATER INTRUSION BARRIER ON NOMINAL 19/32' CDX SHEATHING PRE-ENGINEERED WOOD TRUSSES — MINIMUM R30 INSULATION SIMPSON STRAPS AT EACH TRUSS — (SEE CONNECTOR SCHEDULE) (SEE ELEVATIONS FOR ROOF PITCH) METAL DRIP STRIP 2'x4' SUB -FASCIA ALUMINUM SOFFIT (OPTIONAL VINYL) INOTE, SEE ROOF ZONE NAIL SCHEDULE: ON SHEET 'S-l' FOR DECKING FASTENERS NOTE. N SAFAIFHAMiEWAk RYNA&USHANK NAILS AT 6' O,C. ON EDGES AND 6' B.C. IN FIELD EXTERIOR FINISH (SEE ELEVATIONS) PRECAST OR POURED SILL <SEE ELEVATIONS FOR HEADER HEIGHTS) MINIMUM R5 INSULATION 1/21 DRYWALL JI PT FURRING STRIP N. T. S. 1/21 CEILING BOARD BEYOND OPENINGS INSTALL (2) F J��RESII�H ?;�Tg4616RA� ING H SE AND FIL I H CONCRETLEI P AS IN Dob�O Ow AN%RV&lI CREW NAS OTH �NLESS NOTED (SEE ELEVATIONS FOR HEADER HEIGHTS) DRYWALL PT FURRING STRIP UM R51NSULATION 14' 4� CONCRETE SLAB W/FIBERMESH FIBERGLASS S RAND REINFORCING (MIN. 1,50ps. PER CUBIC YARD) ON 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED SOIL APPROXIMATE GRADE #50 REBAR W/101 HOOK AND 4' MI[Mer LAP W/VERTICAL 4 R C RINIF R I G . .... I 12, 12' 18'Wxl6'D CONCRETE FOOTER WITH (2) #50 REINFORCING TYPICAL 10`10" BLOCK WALL SECTION N, T. S. CONCRETE TILE ROOF 13VER MINIMUM 3OUb. FELT PAPER (IF REQUIRED) OVER SECONDARY WATER INTRUSION BARRIER ON N13MINAL 19/32' COX SHEATHING PRE-ENGINEERED W130D TRUSSES — MINIMUM R30 INSULATION (OPTIONAL OVER MEIN LIVING AREAS)— SIMPSON STRAPS AT EACH TRUSS --------------------- (SEE CONNECTOR SCHEDULE) (SEE ELEVATIONS FOR ROOF PITCH> METAL DRIP STRIP 2'x4' SUB -FASCIA ALUMINUM S13FFIT (OPTIONAL VINYL) SEE ELEVS. NOTE, SEE ROOF ZONE NAIL SCHEDULE ON SHEET 'S-l' FOR DECKING FASTENERS NOTE, �% QSTEN ALL ATH NG W/8d R , IN SHANK Y,�&L NAILS AT 6' D.C. ON EDGES AND 6' D.C. IN FIELD 8'xl6' CMU COLUMN EXTERIOR FINISH (SEE ELEVATIONS) # 50 VERTICAL REINFORCING AS INDICATED 13N PLAN AND FILL CMU CELL S13LID WITH C13NCRETE 4' CONCRETE SLAB W/FIBERMESH FIBERGLASS STRAND REINFORCING (MINIMUM 1.5tios, PER CUBIC YARD) - ON 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED SOIL 1/2' CEILING BOARD 13VER JI FURRING STRIPS AT 12' B.C. MAX (MOISTURE RESISTANT) W1313D BEAM (SEE FLOOR PLAN) LZ F.F, (LIVING) APPROXIMATE GRADE- 4- 8' 6- ------ I _; I -_ 36'x36'xl6'D CONCRETE FOOTER — . WITH (3) #50 REINF. EACH WAY 16' #50 REBAR W/10' HOOK AND 25' MINIMUM LAP W/VERTICAL� REINFORCING TYPICAL REAR PORCH SECTION N�T.S, 1" 1 is NOTE: rm DRAWINGS INDICATES APPLIED EXTERIOR FINISH OVER APPROVED WATER BARRIER OVER WOOD FRAMING MEMBERS. OWNER IS RESPONSIBLE TO INSTALL ALL REQUIRED SEALANT, FLASHING, ETC TO MAINTAIN WATERPROOF BARRIER TO PREVENT MOISTURE INFILTRATION INTO STRUCTURE. OWNER IS RESPONSIBLE FOR PERIODIC MAINTAINANCE AND UPKEEP OF EXTERIOR APPLIED FINISH TO MAINTAIN WATERPROOF INTEGRITY TO PREVENT DAMAGE TO INTERIOR COMPONENTS LU u) C�, 'n C> -1 < 0 CD L0 01 `0 — Z U-1 0 < CO < \� r,0 r) U P- - UJ of = < _J __j >� U a_ < O_ UJ LL Lu 0 @) n LU 0 U ULu Q LLJ LLJ ry < _J Z ry 0 < 0 L_ z� < 1-- Z < LC) 00 LLJ CL_ 0 C U u) LLJ 7 LL1 tr) u) r, LL C) < CY LL V-) LL_ LLJ U-1 C) C) CU. _J < C) \ID C? C\J Z < Z CD 1-1 C) C) r- _U UL1 LLJ -.1 LL O_ **4 SHEET 4 OF 7 DRAWN BY- DAMIEL FRECHIETTE SAFE GRAviTY LOADS FOR 8" PRECAST & PRESTRESSED LI-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BF13-08 8FI246 SF16-08 SF20-OB 8U8 71-6-18181`20-10 8F24-18 -974--70-394 SM-18 V32-* -i-1809 FL - _7 2'-10'(34') PRECA =611 7547 2231 3wg 4605 6113 1 7547 8974 10514 11609 It o Y-6' (42") PRECAST 2231 5163 6054 9502 1 OQ51 IV69 4605 $113 16607 7517 =74 IE94 _70�W_ 15d _W10i'_ 4'-0' (48") PPFC&�T (qFw�m 1966 2751 3820 480 767 _1561 189t Z-5 6113 7547 89-74 10'94 1180 704 039� 8107 TlW9 41-0- (4811) PRECAST 1966 �n6l -2693 2751 4�i 3820 61 �3 4V0 5961 517F 4'-6- (54') PRECAST 1599 1969 2189 2110 437� 531 �l 13 _-Z-7-6 '5753 7547 of 8672 5Q0 102�4 mft 6224 -1 16W- 4249 L-4 5'-4- (641 PRECAST 1217 1349 1438 1999 2560 312' 1 —Ir L-3 15'-10"(70") PRECAST 1062 1105 i17� 1631 2090 254R 3m, 3470 - 1405111 t2 - _�7'3_6_0 7 6 j L-5 V-6- (781 PRECAST 908 2177 3480 K,31 1 3707 1 4383 5061 _L238 1238 2F,7- �wi F -am-1 i2LtAl __�8�26 L-1 7'-6* (90") PRECAST 743 lolt Wi__ 1729 _7 2q 2632 26061 22C6 2698 3898 !wl 31RI L-9 9'-4* (112") PRECAST 554 os f-T52- 1160 —1274,9 11525 2664 3486 256-4-' 3-486 _2Ni__'_T75T_ 2813 -2163 3302 IO-b"fI26') PRFCAST 475 5115 _643 890 1052 2=7 1533 M3 2781 3643,, ,,_A 2,�W 40754 ll'-4-036") PRECAST 362 582 -�572- �45 9-45 1366 T_ -13-66- 1$46 2,423 -18-46 2,F23 3'27 3121_ 4006 12'-0" (14 4") PRECAST 337 - _,ao 540 ___ 873 875 1254 12�� 1684 2193 684 ii� 2W5 5 3552 52 13'-4" (IGO-) PRECAST 755 1075 1428 183p, _783a 2316 2w _!�71 471 755 1075 1428 2316 28 14'-0'(168") PRECAST 424 442 706 706 1002 1326 1697 1697 2127 �1277 2630 14'-8"`U764) PRESTRESSED N.R. _K11- 458 783 NR i3i� MR NR 1902 224,5 NR 21`117 NR 2712 PRESTRESSED N,R, NO NR 7-10 NR 1250 NR NR 1 .059 NR 23io- NR _25TT_ —NR FL-10 17'-4-(208-) PRESTRESED N.R. NR NR NR NR T W-T 300 548 950 1326 16M 1849 1 2047 19'4'(23Z�) PRESTRE$5ED N.R. NR NR NR NR NR - NR I NR 235 420 �50 103F I i82 1515 1716 2V-4"(256m) PRESTRESSED NA, NR NR MR NR - NIP NR 180 340 598 845 114 13% 1468 22'-Op (264") PRESTRESSED N.R. NR NR NRL NR _LR 316 �E= 57R _TN7 1 .9 99 24'-Oo (288") PRESTRESSED 1 N.R. 1 NR NR NR I NR NR NR NR 129 250 4 _J�5DS54 �8841�0921222 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. L-7 L-8 L-6 L-4 L L-5 L-9 E SAF I E UPLIFIT LOADS FOR 81, PRECAST & PRESTRESSED U-LINTELS SAFE LOAD POUNDS PER LINEAR FOOT T YPE LENGTH _61F�ff _W_* FZD-lT 8F24-ITIM.8-lT 81`�2-IT _ii�:Z_r FM-21 8F24-2T n8-2T iT2-l- 8 32-2T 9W8 2'-10"(34") PRECAST 1972 �i73 4460 5747 -1 — 7072 _�i 7-3 Tow- s747 7634 1 am �15m S-6' (42"]l PRECAST �RIRISSIIT tl"TFl) 4'-0' (48� PRECAST 15% 252� 3547 45N W 6613 7636 1 15iq- 904 1363 252�_ 2192 219i M4Z 3079 4569 39 6 1 5%1 4853 _' 6613 5740 17, 27 6627-1 -136-3- ZI-92 30-79 39-66 Z93 1 5740 6627 2122 6627 4'-6* (54") PRECAST t207 1940 1 2724 m 1207 im 2724, 350 _j 4, 50 5�361 5'-4* (641 PRECAST 1016 1632 27- -Z'T 4924 _z9iT -7- _1016 632 -RE 2290 ii4; i6 276� 5'-10"(70") PRECAST 909 1492 '720-97. 4 1 3897 - 449� __�4_96 429 1492 2093 iit _TS51 3897 i 6'-6* (781 PRECAST M51 1-50 1880 1 1419 29M S-75 1340 law 2419 2959 3498 4im 7'-6* (90") PRECAST 727 1634(t 212�4 2571 __N39g _2L OLN 777 __!021 1166 1 104 -2"2- 2L71 9'-4- (112") PRECAST I V-60 (126") FIRFCAST 1 V-4- (13611) PRECAST 591 851 11331t 1326 ___Ll �.o 105 M 2084 __L45�p 2463 2842 — 530 __L52_ 686 1183 1526 i865 2204 2544 474 485 7981is JOMm 1272(o __ILMA__i�ls _W9 1028 1422 17M 2053 2369 12'-0" (1 44�) PRECAST F7O 0 441 72,3(, 931 s L 470 543 928 1349 1649 1948 _!L82 2247 13I-4"(1GO') PRECAST 18 tv W6 (!I Eg 41 62AiS __I_ 141 (%, _L_ .321 1 _L__U _A_� 428 __R3 455 770 __L 1145 1444 1718 1993 141-0" (168-) PRECAST 559 723 04 887('4 1052PA 1218(" 410 ___a6 420 709 IM 1*34 mi le4 od 1954 t� PRESTRESSED 15'-4* (1 Se) PRESTR 239 - 323 519f 671 tils a23 (v� 97604 1!N(, 390 M5 968 1324 1625(ft 1874Z 224 � 302 485 AeWW9 767 f 909 to 10520 3134 �197 1224 1801 (1 17'-4- (2081 PRESTRUSM 187 255 1 404 AM m 637 u 872 q 192 303 SwN 172 993 j 12.0 147D� 162 1 546 ig j_ __21�2 19'-4'(232") PRCSTRE550 -76-6- i2E61 !174 1 16 831 1057 25 198 306 3 1, 480 , 567 v 2 V-4" (256n, PRESTREI5�SED 1142 3w 1 71.3 7 1046f2 29501 It i 22'-D" (2641 PRESTRE�$ED 137 0, 54501 E29 tt� 137 354 rki ul 997 124 1 267 (1 1 4-, 491, 5SED T_ 24'-0" (2884) PRES FRE 56 1-24 200 316 �75 III THE NUMBERS IN PARENTHESIS ARE PERCENT REDUC NS -FOR OR40 FIEW ADDFX REBAR TYPICAL SPI ANCHOR TYPICAL SP2 ANCHOR TYPICAL SP4/6/8 ANCHOR TYPICAL HETA20 STRAP TYPICAL HTS20 STRAP TYPICAL HUC HANGER TYPICAL CONNECTOR DETAILS L-2] WOOD iFm Lod =Ulm NOTE, IF SPACE BETWEEN STRAP AND TRLISS EXCEEDS I-11V, ABANDON STRAP AM INSTA� (1) SDIlPSaN HTSM STRAP WITH (4) 1/4 OIIt2-1141 TITEN FASTENERS AND (10) IW'=S EACH tam naS REPAIR IS EXCEI'TABLE FOR ALL TRussEs WITH A MAX LIPLIFT OF 11750 UPLIFT MISSED STRAP REPAIR DETAIL NOT TO S�E :5E 0 3: — WOOD =-A M - - - - - - - - - - - - - - - 1 < (HOOD F� 11=0 - - - J - - - - - - - - - - - - - LINTEL SCHEDULE N�T.S TYPICAL HTSM20 STRAP N. T. S. < 0 1100 FmW FM F=7 - - - - - IT - - - - - - - - - -- n - - - - - 0 FM _117- I L - - - =J J L - - - - - it I I I L - - - - J L- - - - - - - - - - - - - - EL -76 4; 8F16-lB/lT 8F24-113/1T LINTEL SECTONS N.T.S. L_J / SPECIFICATIC]IINS 07 ENGINEERIN7G IPRODUCT DESCRIPTIO= RghskvOPWAAM--teMtets**WtDbewMedwffiedtof"acwfosbreWwcedbmuk.me msmwts IMATERIALS PC 8' recut thw = ME psi Cwo%ft �y W& Go per Asm C90 ft *km wt Pc r restessed, Wuml 0 recut wms 60 pd mvvista stm� a 1900 psi rc 4' pmost Mots c 30M 0 - Relar W AM M Gm* 0 GVA per AM C476 Vg = 31110 0 v/ m*m - Nwbruft *vW per 4ST11 M16 Gm* 270 [a retantim 3to Inch affettate wd 8 to u " Awlk - 7/32 " *e per AM A510 IGENERAL N13TES - NwlAr per AM C271 Type N w S 1. P ovide ALL mrbar W ud bed J*t& Uft-Irrom wit.Iebe my be pvmw In mvasft km ki Lleu oF ?. Mcm filed &d& a rtq*lpd maete mwgM wft &IwlxtIfitm*FIhte(pKsAm*yvMardltmt" %Safe Lmdm*W kvdmmftW design uWyskper Aa 10 owl 053 oww S*wtrg dm*os It Pm1wt kwovd, IkW M Nody, Raid& Nm 113-MiM 4� EkMs wv mmitactrol M 5-112 hch lmq nDWm oW O-W% Florkla Co-ftate oF PriAd ktr" mpbr FLM rds to K=Ddaltr w*d ck r@Wwi*g ud VW41M Mortar wFXz oF kbels im"m in wkTiw muvw mm" mas 5. Rife, III It ft CW-MIE LoW D?Recbm shal Inn a =*op of skicm appUed ki acmrdl� oft AM C926 &VEN" I'm Wu dellectim Iftr7flatI01% w ot� aprom cmtg &kt�mfMdaddedrebartobeWmtedetthebot of arbet mvtty. gatusi) tom& stailb! be dwcke fw the cw&W Lmft M the 7. 7re id Amter *e FbrWs omt mM tD the baftopi'daft quatic" stm for mdwkd udaw, IM I"d iu I. =WW SAFE LOAD TABLE N L All valbas Bunt on Fkkm 4 bd nwkW bnft & Fr ovostle Intel W%fth rat ftm m safe lmd fm louptim Safe loads fw mFMW kbels iml be. edm rnt tmv *ftL by 20 Z If " ftth Is Im thm 6-IR himmi. % Fir WM ftft wt s1mort, m safe Ind Im 2. 111 = NDt Ratei rwrt lovest Wq% 3. Safe Wmb m swoposal doldlet told It All mfe IN& h wfts of mx* per Wr fwt 4. Safe Wads Imsed w We* 40 r &v* 60 fMd relow. It 09 Safe louk bwd m sroy aqw.*d mm I MiNtimml laberd W copacity = be cooltahm! by 0* 1& The KWw, ki tr pvvrwe* Whtn 11m, perwrt reixiim **w by trowft addWW rWwad masonry oWn fr WL* 46 Md aW relar. the recut WAeL See LWwcW DIIJ w Page 4. Dmoo T-61 W Type Me-lill afe ravtty tmd = 6472 CM Dm #7 relor my be PAstiMad fw tio #5 rebirs b, III Untds a*. M rtdwft It) 6472 (M = MM Of 7. T�m de*m my evkA@ owantIIbmi Wals fm Ahe ofe W tabLes by mIoA*Q #* m*m "slsft mmM wall Over d cl�my fm ft fur of %wort FL-6� r - - - - - - - - - - - - - - L__J - - - - - - - - - - - - - - - - - EL -73 FL - 1-01 INS PRE-ENGINEERED TRUSSES (SEE TRUSS LAYOUT) SIMPSON HTS20 STRAP -AT EACH TRUSS -SIMPSON SP4 ANCHORS AT 32" O.C. MAVINSTALL WOOD BEARING POST BELOW TRUSS (SEE FLOOR PLAN) )UBLWE STUD BELOW TRUSS EE FLOOR PLAN) NOTE: UNLESS NOTED ON CONNECTOR SCHEDULE, NO SPECIAL ANCHORS ARE REQUIRED FOR TRUSSES AT POST/DBL. STUD LOCATIONS SP4 ANCHORS AT MAVINSTALL ING) SEE FOUNDATION PLAN FOR FOOTING DETAIL "CC" (GENERAL DBL. STUD/POST FRAMING) N. -REVISIONS- 4� Lu Ln 0 'D V) rl 0J CD < K) I 0 r, 01 No >_ UJ F-- < U Go < co u < >� Of IL < < Z LL U IL I- u- Lu in DOE cf� CL LLJ U 0 C/) LLI < 0 Lu LLJ QD LLJ ujcf) uuj < _j o < 0 F LL < z < ry __j CL LL C/) C:> Go ------ w 0- < 1� - 0 C7 LJ 0 Ln -;,4e U U) LLJ K) Lo LLJ (',.J < LL- 0 a LLJ Ito LL C) 0 a- \0 LU _J _j < o? LLJ R: LL- CS - C\i z < — r-- (15 D� N-) c, 0 r-, -i m Lu LLJ -.z LL 0- (A 5 SHEET 5 OF7 DRAWN BY- DAN IEL FRECHETTE I ONN /1, 0 11-01, -REVISIONS- 4� %0 LU 918) t%j C3_j < r� s o L P" & n F LU 0 < Fj FJ U < m u Uj x LL a- < Lu < � u L0 CL �_ LL w 05 0 E:l E:J E:l E:] E:l El E:l z CL III u z 0 u U, LL] C) u r-) z C) < 0 z Q� LLJ m z 0 L.j U U-1 ry ry z o < < -i IL C) co LLnL_ Q c)� LLT ry Lo C) >_ r,-,- L PZ-- L) V) Lu r"3 Lo L Ll 12� < LL C) C) IL �O LLJ _j < o? LLJ ILL F\j Z < rl U5 o 3: CS 0 Z C) r� Lli ui -1 L-Lj ol_:: 0 SHEET 6 OF 7 -DRAWN BY- DANIEL FRECHETTE 01 JobKey: 22532 Company: TRUSSWOOD Address: 3620 BOBBI LANE Titusville, Fl 32783-0366 Phone: (321)383-0366 Site Address: PT ST LUCIE,` SUPPORT REPORT JOB DESCRIPTION: 22532 WIND CODE: ASCE 7-10 WIND MPH: 170 BLDG TYPE: CLOSED TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT. REACT. MAX WIND DESC SPAN-ft SIZE -in. TYPE XLOC-ft. YLOC-ft . MAX.+# MAX.-# UPLFT.-# Cl 49.21 5.66 WALL 0.125 10.000 2580 -1046 Cl 49.21 4.00 WALL 48.87S 10.000 2573 --------------------- -996 ----- ---------------------------------- CIO 37.88 8.00 WALL ----------------- 0.000 10.000 2428 -874 CIO 37.88 3.00 -Special 37.625 10.000 4245 -1274 ----- -------------------------------------------------------------------------- C10B 19.50 8.00 WALL 0.000 10.000 1144 -452 CIOB 19.50 8.00 WALL 18.833 10.000 1017 -401 ----------------------- cloc 19.17 -------------------------------------------------------- 4.00 WALL D.000 10.000 987 -514 C10C 19.17 8.00 WALL 18.500 10.000 985 -268 --------------------------------------------------------------------------------- Cil 38.79 8.00 WALL 0.000 10.000 2272 -879 Cil 38.79 8.00 WALL 38.125 10.000 2242 -792 ----------------------------------------- C11B 19.50 8.00 WALL --------------------------------------- 0.000 10.000 1144 -454 C11B 19.50 7.00 WALL 18.833 10.000 1128 -455 ----- -------------------------------------------------------------------------- clic 19.17 4.00 WALL 0.000 10.000 1099 -512 Clic 19.17 8.00 WALL 18.500 10.000 1167 -330 ----- ------------------------------------------------------------------------- C12 38.79 8.00 WALL 0.000 10.000 2030 -879 C12 38.79 8.00 WALL 38,125 10.000 2151 --------------------- -792 ---------------------------------------- C12B 19.50 8.00 WALL ----------------- 0.000 10.000 1145 -458 C12B 19.50 8.00 WALL 1B.833 10.000 1016 --------------------- -393 ---------------------------------------------------------- C12C 19.17 4.00 WALL 0.000 10.000 999 -512 C12C 19.17 8.00 WALL 18.500 10.000 1126 -330 ---------------------------------------- C13 38.79 8.00 WALL --------------------------------------- 0.000 10.000 2030 -884 C13 38.79 8.00 WALL 38.125 10.000 2151 --------------------- -790 ----- ---------------------------------------------------- C13B 19.50 8.00 WALL 0.000 10.000 1140 -455 C13B 19.50 8.00 WALL 18.833 10.000 1140 -455 ----- -------------------------------------------------------------------------- C13C 19.17 3.00 WALL 0.042 10.000 999 -492 C13C 19.17 8.00 WALL 18.500 10.000 1126 -350 ----- -------------------------------------------------------------------------- C14B 19.17 4.00 WALL 0.000 10.000 996 -386 C14B 19.17 B.00 WALL 18,500 10.000 1130 -452 ----------------------- C14C 19.17 -------------------------------------------------------- 3.00 WALL 0.042 10.000 999 -472 C14C 19.17 8.00 WALL 18,500 10.000 1126 -372 --------------------------------------- C15C 19.17 4.00 WALL --------------------------------------- 0.000 10.000 999 -456 C15C 19.17 8.00 WALL 18.500 10.000 1126 -391 ----------------------- C16C 19.17 ------------------------------------ 4.00 WALL 0.000 10.000 999 ---------- -441 C16C 19.17 8.00 WALL 18.500 10.000 1126 -408 ----------------------- C17C 19.17 -------------------------------------------------------- 4.00 WALL 0.000 10.000 999 -427 C17C 19.17 8.00 WALL 16.500 10.000 1126 -422 ----- ----------------- CIA 31.33 -------------------------------------------------------- 8.00 WALL 0.000 10.000 1043 -418 CIA 31.33 8.00 WALL 18.833 10.000 1879 -664 CIA 31.33 3.00 -Special 31.083 10.000 660 -218 -------------------------------------------------------------------------------- ClB 23.33 8.00 WALL 0.000 10.000 1540 -533 CiB 23.33 6.00 WALL 22.667 10.000 1540 -533 ----- ----------------- Cic 16.67 -------------------------------------------------------- 3.50 WALL 0.000 10.000 991 -397 Cic 16.67 3.50 WALL 16.375 10.000 991 -397 -------------------------------------------------------------------------------- CID 12.33 8.00 WALL 1.333 17.333 788 -359 CID 12.33 8.00 WALL 10.333 17.333 788 -359 -------------------------------------------------------------------------------- C2 51.79 8.00 WALL G.000 10.000 2944 1089 C2 51.79 8.00 WALL 51.125 10-000 2995 --------------------- -1117 ---------------------------------------------------------- C2A 19.50 8.00 WALL 0.000 10.000 1144 -412 C2A 19.50 8.00 WALL 18.833 10.000 1017 -441 ------------------------ C2B 23.33 -------------------------------------------------------- 8.00 WALL 0.000 10.000 1440 -610 C2B 23.33 8.00 WALL 22.667 10.000 1440 -610 ----------------------- C2C 16.67 -------------------------------------------------------- 3.50 WALL 0.000 10.000 417 -150 C2C 16.67 114.00 WALL 7.167 10.DOO 1488 -548 -------------------------------------------------------------------------------- C3 51.79 8.00 WALL 0.000 10.000 3127 -1089 C3 51.79 8.00 WALL 51.125 10.000 3167 -1117 ----- ----------------- C3A 19.17 -------------------------------------------------------- 8.00 WALL 0.000 10.000 1126 -402 C3A 19.17 3.41 WALL 18.750 10.000 999 -436 ----------------------- C3B 23.33 -------------------------------------------------------- 8.00 WALL 0.000 10.000 1345 -537 C3B 23.33 8.00 WALL 22.667 10.000 1217 -472 __7 ----------------------------------------------------------------------------- C3C 16.67 3.00 *Special 0.000 10.000 682 -251, C3C 16.67 8.00 WALL 7.167 10.000 566 -336 C3C 16.67 8.00 WALL 16.000 L 10.000 849 -368 ----- -------------------------------------------- C4 51.79 11.31 WALL 1.000 ----------------------------- 10.000 3140 -1103 C4 51.79 B.00 WALL 51.125 10-000 5302 -1630 ---------------------------------------- C4A 17.22 8.00 WALL --------------------------------------- 0.000 10.000 1025 -338 C4A 17.22 5.66 WALL 16.750 10-000 897 -421 ---------------------------------------- C4B 20.50 B.00 WALL --------------------------------------- 0,000 10.000 1196 -476 C4B 20.50 4.00 WALL 20.16� 10-000 1070 -418 ---------------------------------------- C4C 16.67 3.00 *Special --------------------------------------- 0.000 10.000 776 -375 C4C 16.67 8 . 00 WALL 7.167 10 . 000 661 -445 C4C 16.0 8.00 WALL 16.000 10-000 929 -418 ---------------------------------------- Cs 46.00 9.81 WALL ---------------------------------------- 0.000 10 . 000 2697 -1046 C5 46.00 8.00 WALL 45.333 17.333 4233 -1'46 ------------------------------------------ 05B 20.50 8.00 WALL -------------------------------------- 0.000 10.000 1196 -476 C5B 20 .50 4 .00 WALL 20.167 10 � 000 10 70 -428 c5c 16.67 ----------------- 64.15 WALL -------------------- 1.842 10.000 1329 ------- -599 C5C 16.67 8.00 WALL 16.000 10.000 ---------------------- 547 -154 ----- ---------------------------------- C6 36.13 8.00 WALL ---------------- 0.000 10.000 1892 -887 C6 36.13 8.00 WALL 35.456 17.333 1892 -860 ----------------------------------------- C613 20.50 8.00 WALL --------------------------------------- 0.000 10.000 1163 -516 C6B 20.50 4.00 WALL 20.167 10.000 1069 -431 -------------------------------------------------------------------------------- c6c 16.67 9.81 WALL O.ODO 10.000 868 -399 C6C 16.67 8,00 WALL 16.000 10.000 996 -343 ---------------------- C7 36.13 --------------------------------------------------------- 8.00 WALL 0.000 10.000 1806 -893 C7 36.13 6.00 WALL 35.458 17.333 1806 -893 ---------------------------------------- C7B 23.33 8.00 WALL --------------------------------------- 0.000 10.000 1540 -535 C7B 23.33 8.00 WALL 22.667 10-000 1540 -535 ---------------------------------------- C7C 18.71 10.31 WALL --------------------------------------- 0.000 10.000 981 -455 C7C 18.71 8.00 WALL 18.042 10.000 ---------------------- 978 310 ---------------------------------------------------------- C8 36.13 8.00 WALL 0.000 10.000 1892 -888 C8 36.13 8.00 WALL 35.458 17.333 1892 -868 ---------------------- CSB 23.33 --------------------------------------------------------- 8.00 WALL 0.000 10.000 1440 -610 C8B 23.33 8.00 WALL 22.667 10-000 1440 610 ---------------------- CST 19.50 --------------------------------------------------------- 8.00 WALL 0.000 10.000 1005 -484 C8C 19.50 8�00 WALL 18.833 10.000 1003 ---------------------- -310 --------------------------------------------------------- C9 36.13 8.00 WALL 0.000 10.000 2340 -981 C9 36.13 8.00 WALL 35.458 17.333 3736 ---------------------- -1648 ---------------------------------------------------------- C913 23.33 8.00 WALL 0.000 10.000 1340 -534 C9B 23.33 8.00 WALL 22.667 10.000 1340 -535 -------------------------------------------------------------------------------- c9c 19.50 8.00 WALL 0.000 10.000 1005 -504 c9c 19.50 8.00 WALL 16.833 10.000 1002 -287 --------------------------------------------------------- Cil 1.00 3.50 WALL 0.000 17.333 ---------------------- 358 -182 Cil 1.00 1.50 NAILED 1.000 IV.333 19 -19 -15 Cil 1.00 1.50 NAILED 1.000 17,889 59 -55 -88 _ -------------------------------------- CJlA 1.09 8.00 WALL --------------------------------------- 0.000 10.000 331 -147 CJlA 1.09 1.50 NAILED 1.089 10.000 30 -17 -33 CjIA 1.09 1.50 NAILED 1.089 10.600 52 -41 -75 --------------------------------------------------------------------------------- CJ2 2.46 8.00 WALL 0.000 10.000 307 -117 CJ2 2.46 1.50 NAILED 2.464 10.000 40 -13 CJ2 2.46 1.50 NAILED 2.464 11.287 62 -38 - - - - - - - - - - CJ2A - - - - - -- - - - 2.47 - - - - - -- 8.00 - - - - - - - - - - - - WALL - - - - - - - - - - - 0.000 - - - - - - - - - 10.000 - - - - - - - - - - 307 - - - - - - - - - - -117 C12A 2.47 1.50 NAILED 2 .465 10.000 40 -13 CJ2A 2.47 1.50 NAILED 2 .465 11.288 62 -38 --- ---------------------------------------------------------------------------- CJ3 3.00 3.50 WALL 0.000 10.000 364 -145 CJ3 3.00 1.50 NAILED 3.000 10.000 72 -34 CJ3 3.00 1.50 NAILED 3.000 11.555 88 -52 --------------------------------------------------------------------------------- CJ3A 3.09 8.00 WALL 0.000 10.000 322 -120 CJ3A 3.09 1.50 NAILED 3�089 10.000 52 -10 CJ3A 3.09 1.50 NAILED 3.089 11.599 92 -56 =� ---------------------------------------- ---- --------- CJ4 3.98 8.00 WALL 0.000 10.000 361 -129 CJ4 3.98 1.50 NAILED 3.983 10,000 72 -9 CJ4 3.98 1.50 NAILED 3.983 12.046 ----------------------- 132 -80 Cil -------------------------------------------------------- Cis 5.00 3.50 WALL 0.000 10.000 462 -170 Cis 5.00 1.50 NAILED 5.000 10.000 142 -68 CJ3 cis 5.00 1.50 NAILED 5.000 12.555 173 -101 -------------------------------------------------------------------------------- CJ5 EJ2 1.87 8.00 WALL 0.000 10.000 301 -117 EJ2 1.87 1.50 NAILED 1.875 10.000 32 -16 EJ2 1.87 1.50 NAILED 1.875 10.993 34 18 EJ5 5.00 ---- 8.00 ------ WALL ----- 0.000 ------ 17.333 465 -189 EJ5 5.00 1.50 NAILED 5.000 17.333 146 -73 EJ5 5.00 1.50 NAILED 5.000 19.889 173 -120 -------------------------------------------------------------------------------- EJ7 7.00 3.50 WALL 0.000 10.000 570 -201 EJ7 7.00 1.50 NAILED 7.000 10.000 209 -101 EJ7 7.00 1.50 NAILED 7.000 13.555 253 -147 -------------------------------------------------------------------------------- GEI 3.83 46.00 WALL 0.000 10.000 520 -203 M -------------------------------------------------------------------------------- 13 H11A 31.33 8.00 WALL 0.000 10.000 978 -400 x H11A 31.33 8.00 WALL 18.833 10.000 2078 -717 HIIA 31,33 3.50 WALL 31.042 10.000 731 -276 MIX -------------------------------------------------------------------------------- H11B 23.33 8.00 WALL 0.000 10.000 1437 -611 H11B 23.33 8.00 WALL 22.667 10.000 1437 -611 -------------------------------------------------------------------------------- H13A 31.33 8.00 WALL 0.000 10.000 1046 -431 cu�� H13A 31.33 8.00 WALL 18.833 10.000 1877 -628 CJ5 H13A 31.33 3.50 WALL 31.042 10.000 800 -296 -------------------------------------------------------------------------------- CJ3 H15A 31.33 8.00 WALL 0.000 10.000 1052 -425 H15A 31.33 8.00 WALL 18.833 10.000 1847 -644 Cil HISA 31.33 3.50 WALL 31.042 10.000 670 -229 -------------------------------------------------------------------------------- H5B 19.67 21.31 WALL 0.000 10.000 1684 -983 H5B 19.67 11.31 WALL 18.724 10.000 1684 -983 -------------------------------------------------------------------------------- H5D 12.33 8.G0 WALL 0.000 17.333 1107 -543 H5D 12.33 8.00 WALL 11.667 17.333 1109 -544 --------------------------------------- ---------------------------------------- H7A 31.33 8.00 WALL 0.000 10.000 1753 -711 H7A 31.33 8.00 WALL 18.833 10.000 4340 -1680 H7A 31.33 3.50 WALL 31.042 10.000 805 -318 -------------------------------------------------------------------------------- H7B 23.33 4.83 WALL 0.000 10.000 1194 -463 H7B 23.33 4.83 WALL 22.931 10.000 1194 -464 -------------------------------------------------------------------------------- H7C 16.67 3.50 WALL 0.000 10.000 1783 -722 H7C 16.67 3.50 WALL 16.375 10.000 1784 -723 -------------------------------------------------------------------------------- H9A 31.33 8.00 WALL 0.000 10.000 1011 -407 H9A 31.33 8.00 WALL 18.833 10.000 1970 -'705 H9A 31.33 3.50 WALL 31.042 10.000 812 -318 -------------------------------------------------------------------------------- H9B 23.33 8.00 WALL 0.000 10.000 1325 -535 H9B 23.33 8.00 WALL 22.667 10.000 1325 -535 -------------------------------------------------------------------------------- HJ2 2.65 11.31 WALL 0.000 10.000 186 -94 HJ2 2.65 1.50 NAILED 2.652 10.000 14 -11 +1 00 HJ2 2.65 1.50 NAILED 2.652 10.971 8 -6 ---------------------- (U CJI ---------------------------------------------------------- His 5.41 8.66 WALL 0.000 10.000 219 -94 His 5.41 1.50 NAILED 5.412 10.000 51 13 cil His 5.41 1.50 NAILED 5.412 12.543 172 -96 ---- ---------- ---- ----- ------------ ------ ---- --------------- x D"Cj! HJ5A 7.07 11.31 WALL 0.000 17.333 379 203 HJ5A 7.07 1,50 NAILED 7.071 17.333 89 21 HJ5A 7.07 L,50 NAILED 7.071 19.866 289 -195 ------------------------------------------------------------------ -------------- HJ7 9.90 4. n WALL 0.000 10.000 576 -247 HJ7 9.90 1.50 NAILED 9.899 10.000 430 -93 0- -1 > HJ7 9.90 1.50 NAILED 9.899 13.533 363 -216 �tj! -- ---------------------------------------------------------------------------- MI 14 .32 3.50 WALL 0.000 10.000 874 -262 cj� Ml 14 .32 11.31 WALL 13.375 10.000 744 -380 -------------------------------------------------------------------------------- MIA 16.67 8.00 WALL 0.000 10.000 996 -301 ci: MIA 16 .67 4.00 WALL 16.333 10.000 867 ------------- -421 ------------------------------------------------------------------- M2 23.87 3.50 WALL 0.000 10.000 1440 -440 4 x\1 M2 23.87 8.00 WALL 23.208 10.000 1359 -609 --------------------------------------------------------- M2A 16.67 8.00 WALL 0.000 ---------------------- 10.000 996 -296 M2A 16.67 4.00 WALL 16.333 10.000 868 -444 --------------------------------------------------------------------------------- M3 15.03 3.50 WALL 0.000 10.000 911 -272 M3 15.03 9.81 WALL 14.208 10.000 781 -399 -------------------------------------------------------------------------------- M3A 16.67 8.00 WALL 0.000 10.000 996 -307 M3A 16,67 3.00 WALL 16.375 10.000 968 -432 ------------------------------------------------------------------------------- M4A 16.67 8.00 WALL 0.000 10.000 996 -329 PG2 21.33 3.50 WALL M4A 16.67 4.00 WALL 16.333 10.000 868 -412 PG2 21.33 3.50 WALL PG2 21.33 3 . 50 WALL M_5A 16.67 8.00 WALL 0 .000 10.000 996 -348 PG2 21.33 3.50 WALL MSA 16.67 4.00 WALL 16.333 10.000 868 -395 PG2 21.33 3.50 WALL PG2 21.33 3.50 WALL M6A 16.67 8.00 WALL 0.000 10.000 996 -366 PG2 21.33 3.50 WALL M6A 16.67 4.00 WALL 16.333 10.000 868 -381 PG2 21.33 3.50 WALL PG2 21.33 3.50 WALL M7A 16.67 8.00 WALL 0.000 10 .000 872 -334 PG2 21.33 3.50 WALL M7A 16.67 4.00 WALL 16 .333 10 .000 874 -343 PG2 --------------------------------------- 21.33 3.50 WALL --------- ---------------- MG1 13.15 --------- 3.50 -------- WALL - ----- - ------ 0.000 -- ------------ 10.000 - 1946 --- -- - ---- -821 PG3 21.33 3.50 WALL MG1 13.15 11.31 WALL 12.208 10.000 1514 -635 PG3 21.33 3.50 WALL PG3 21.33 3.50 WALL MG2 12.98 3.50 WALL 0.000 10.000 2260 -926 PG3 21.33 3.50 WALL MG2 12.98 11.31 WALL 12.042 10.000 1706 -738 PG3 21.33 3.50 WALL PG3 21.33 3.50 WALL PG1 21.33 3.50 WALL 0.944 20.659 213 -125 PG3 21.33 3.50 WALL PG1 21.33 3.50 WALL 2.798 20 .659 167 -72 PC3 21.33 3.50 WALL PG1 21.33 3.50 WALL 4.798 20.659 141 -69 PG3 21.33 3.50 WALL PG1 21.33 3.50 WALL 6.798 20 .659 373 -209 PG3 21.33 3.50 WALL PG1 21.33 3.50 WALL 8."798 20.659 84 -10 PG3 21 .33 3.50 WALL PG1 21.33 3.50 WALL 10.798 20,659 389 -217 ---------------------------------------- PGI 21.33 3.50 WALL 12.798 20.659 71 -4 PG4 21.33 3.50 WALL PG1 21.33 3.50 WALL 14.798 20.659 448 -257 PG4 21.33 3.50 WALL PGI 21.33 3.50 WALL 16.798 20.659 79 - 5 PG4 21.33 3.50 WALL PGI 21.33 3.50 WALL 18.798 20.659 226 -106 PG4 21.33 3.50 WALL PG1 21.33 3.50 WALL 20.098 20.659 164 -98 PG4 21.33 3.50 WALL PG10 18.46 3 50 WALL 0.000 20.659 165 -117 PG4 21 .33 3.50 WALL PG4 21.33 3.50 WALL PG4 21.33 3.50 WALL PG4 21.3 3 3.50 WALL PG10 18.46 3'50 WALL 1.854 20.659 104 -27 PG4 21.33 3.50 WALL PG3L0 18.46 3.50 WALL 3.854 20.659 360 -185 PG4 21.33 3.50 WALL PG10 18.46 3.50 WALL 5.854 20.659 89 -23 ----------------------------------- PG10 18.46 3.50 WALL 7.854 20.659 401 -253 --- PG5 21 3.50 WALL PG10 18.46 3.50 WALL 9.854 20.659 87 -14 PG5 21.33 .33 3.50 WALL PG10 18.46 3.50 WALL 11.854 20.659 431 -246 PGS 21.33 3.50 WALL PG10 18.46 3.50 WALL 13.854 20.659 81 -14 PGS 21.33 3.50 WALL PG10 18.46 3.50 WALL 15.854 20.659 218 -159 PGS 21 3.50 WALL PG10 18.46 3.50 WALL 17.223 20.659 176 -86 PG5 21.33 .33 3.50 WALL -------------------------------------------------------------------------------- PG5 21.33 3.50 WALL PGII 18.46 3.50 WALL 0.000 20.659 93 -53 PG5 21.33 3.50 WALL PGII 18.46 3.50 WALL 1.854 20.659 277 -134 PG5 21.33 3 . 50 WALL PGIl 18.46 3.50 WALL 3.854 20.659 ill -45 PGS 21.33 3.50 WALL PG11 18.46 3.50 WALL 5.854 20.659 390 -225 PG5 21 .33 3.50 WALL PGlI 18.46 3.50 WALL 7.854 20.659 73 -4 ---------- ---- ------ PGll 18.46 3.50 WALL 9.854 20.659 419 -252 PG6 21 3.50 WALL PGlI 18.46 3". 50 WALL 11.854 20.659 95 -22 PG6 21.33 .33 3.50 WALL PGll 18.46 3,'�.50 WALL 13.854 20.659 325 -161 PG6 21 3.50 WALL PGlI 18.46 3,. 50 WALL 15.854 20.659 91 -45 PG6 21.33 .33 3.50 WALL PGll 18.46 37.50 WALL 17.223 20.659 191 -96 PG6 21.33 3.50 WALL --------- ---- __ ---- ------------ ----- ------ ---- --- ---- PGG 21.33 3.50 WALL PG12 18.46 3.50 WALL 0.000 20.659 181 103 PG6 21.33 3.50 WALL PG12 18.46 3.50 WALL 1.854 20.659 74 - 5 PG6 21.33 3.50 WALL PG12 18.46 3.50 WALL 3.854 20.659 411 -236 PG6 21.33 3.50 WALL PG12 18.46 3.50 WALL 5.854 20.659 100 -27 PG6 21.33 3.50 WALL PG12 18.46 3.50 WALL 7.854 20.659 357 -195 PG6 21.33 3.50 WALL PG12 18.46 3.50 WALL 9.854 20.659 77 -6 --------------------------- ---------- PG12 18.46 3.50 WALL 11.854 20.659 406 -233 PG7 18.46 3.50 WALL PG12 18,46 3.50 WALL 13.854 20.659 93 -16 PG7 18.46 3.50 WALL PG12 18.46 3.50 WALL 15.854 20.659 251 -143 PG7 1B.46 3.50 WALL PG12 18.46 3.50 WALL 17.223 20.659 144 -64 PG7 18.46 3.50 WALL PG7 18.46 3.50 WALL PG13 3.17 3.50 WALL 0.944 20.847 180 -96 PG7 18.46 3.50 WALL PG13 3.17 3.50 WALL 2.875 20.847 105 -5'7 PG7 28.46 3.50 WALL PG14 3.17 3.50 WALL 0.944 20.847 180 -82 PG7 18.46 18.46 3.50 3.50 WALL WALL 3.50 WALL 2.875 20.847 105 -74 PG7 PG14 3.17 PG7 18.4(5 3.50 WALL LVL BY TRUSSWOaD TOP @ 10'-D' ---------------------- 0.944 20.659 ---------------- 222 -132 2.798 20.659 186 -99 4.798 20.659 202 -94 6.798 20.659 116 -54 8.798 20.659 399 -229 10.798 20.659 71 -4 12.798 20.659 453 -266 14.798 20.659 75 -6 16.796 20.659 297 -145 18.798 20.659 100 -51 20,098 20.659 221 -131 ---------------------- 0.944 20.659 ------------------ 306 -184 2.798 20.659 123 -75 4.798 2C.659 175 -76 6.798 20.659 265 -132 8.798 20.659 91 -32 10.798 20.659 45C -283 12.798 20.659 78 -12 -7 14.798 2C . 659 374 -189 16.798 20,659 94 -17 18.798 20.6S9 169 -115 20.098 20.659 265 -151 -------------------------------- 0.944 20.659 324 --------- -188 2.798 20.659 279 -210 4.798 20.659 103 -39 -35 6.799 20.659 239 -115 8.798 20.659 334 -164 10.798 20.659 81 -24 -15 12.798 20.659 450 -219 14.798 20.659 106 -37 16.798 20.659 84 -3 -15 18.798 20.659 348 -271 20.098 20.659 243 -117 -------------------- 0.944 20.659 -------------------- 267 -139 2.79B 20.659 110 -57 4.798 20.659 246 -380 6.798 20.659 281 -220 8.798 20.659 102 -23 10.798 20.659 337 -63 12.798 20.659 83 -6 14.798 20.659 398 -319 16.798 20.659 119 -64 18.798 20.659 152 -100 20.098 20.659 228 -107 -- -------------------------------------- 0.944 20. 659 270 -133 2.798 20.659 164 -110 4.798 20.659 100 -36 6.798 20.659 448 -361 8.798 20.659 90 -6 10.798 20.659 241 -26 12.798 20.659 103 -57 14.798 20.659 450 -356 16 .798 20. 659 89 -7 -15 18.798 20.659 221 -168 20.098 20.659 215 -87 ----------------------------------------- 0.000 20.659 162 -110 1.854 20.659 103 -38 3.854 20.659 389 -308 5.854 20.659 89 -15 7.854 20.659 350 -44 9.854 20.659 93 -41 11.854 20.659 459 -362 13.854 20.659 87 -2 15 15.854 20.659 216 -161 17.223 20.659 173 __89 7' COFFI R CEI ING F ON 10'-0' TO 11 -0- -------------------------------- PG8 18.46 3 .50 WALL ----------- 0.000 ----------------------------- 20 .659 1.62 -120 PG8 18 .46 3 . 50 WALL 1.854 20.659 103 -38 PG8 18.46 3.50 WALL 3 .854 20 .659 389 -308 PG8 18.46 3.50 WALL 5 .854 20 . 659 87 -15 PG8 18.46 3. 50 WALL 7.854 20 . 659 350 -43 PG8 18.46 3.50 WALL 9.854 20.659 93 -41 PG8 18 .46 3. 50 WALL 11.854 20.659 459 -361 PG8 18.46 3.50 WALL 13.854 20.659 67 -2 -15 PG8 18.46 3.50 WALL 15.854 20.659 216 -161 PG8 18.46 3.50 WALL 17.223 20.659 173 - --- -- - --- --- -88 -- - - - -- --- --- PG9 - --- ----- 18.46 ------ ---- 3.50 -- ---- -- ---- WALL -- ------ - ----- 0.000 20 - -------- . 659 - 263 -203 PG9 18.46 3.50 WALL 1.854 20.659 77 -6 PG9 IB.46 3.50 WALL 3.854 20.659 107 -35 PG9 18.46 3.50 WALL 5.854 20. 659 469 -249 PG9 18.46 3.50 WALL 7.854 20 .659 81 ..17 PG9 18.46 3.50 WALL 9.854 20,659 371 -168 PG9 18.46 3.50 WALL 11.854 20.659 70 -10 PG9 18.46 3.50 WALL 13.854 20.659 375 -288 PG9 18.46 3.50 WALL 15-854 20.659 90 -37 PG9 ----------------------------- 18.46 3.50 WALL --------------------------------------------------- 17.223 20.659 200 -110 denotes a connection calculated by the layout program. Refer to the Alpine Hardware Catalog -------------------- for a complete list of connections. CIB UU U U U U BOTTOM @ 10'-0' CJ2 Ik/S CONNECTOR SCHEDULE TRUSSID: CONNECTOR CI, CIO, CIOB, CIOC, CII, CIIB, CIIC, C12, C12B, * AT CMU WALL C12C, C13, C13B, C13C, C1413, C14C-C17C, CIA, CIB, ONE (1) SIMPSON HETA20 STRAP AT CIC, CID, C2, C2A, C2B, C2C, C3, C5A, C313, C3C, EACH TRUSS W/(10) IODxl-1/2"L NAILS EACH C4, C4A, C4B, C4C, C5, C5B, C5C, C6, C6B, C6C, * AT FRAME WALL/WOOD BEAM C7, C7B, C7C, C8, C8B, C8C, C9, C9B, c9c, cii- 7E (1) SIMPSON HTS20 STRAP AT CJ5, CJIA-CJ3A, EJ2, EJ5, EJ7, GEI, HIIA, HIE, EACH TRUSS W/(24) 01)XI-1/2"L NAILS EACH H13A, H15A, H5B, 15D, H7A, H7B, H7C, H9A, H9B, HJ2, HJ5, HJ5A, HJ7, MI-M3, MIA-M17A, MGI, MG2, DBL. STUD/POST CONNECTION AT TRUSSES SEE DETAIL "CC/A5" WITH UPLIFTS LESS THEN 1450# PGI-PG14 BY TRUSS COMAPNY 2"X4" FRAME BEARING WALL TOP PLATES TO ONE (1) SIMPSON SP4 ANCHOR AT 32" D.C. MAX STUD AND STUD TO BOTTOM PLATE WITH (6) ODXi-1/21 NAILS (AT STUD SPACING 16" O.C. MAX) IN LIEU OF SP/4ANCHORS, THE FOLLOWING ONE (1) SIMPSON SP2 ANCHOR WITH (12) IOD MAY BE INSTALLED AS A SUBSTITUTION NAILS, INSTALLED AT EVERY STUD TO TOP PLATES ONE (1) SIMPSON SPI ANCHOR WITH (6) IOD NAILS, INSTALLED AT EVERY STUD TO BOTTOM PLATE WOOD BEAMS AT CMU COLUMN TWO (2) SIMPSON HETA20 STRAP AT EACH TRUSS W/00) ODXI-i/21 NAILS EACH * AT CMU WALL ONE (1) SIMPSON MBHA 3.56/16 HANGER WITH (2) 3/4"0 THREADED ROD EPDXY EMBED 8" MIN. AND 18 (10) IOD NAILS EACH ALL ANCHORS ARE SIMPSON ANCHORS UNLESS NOTED OTHERWISE M Lu'n c� '0 0, r� C�j C) _T < 10 0 L0 0 - 2 _j LL r, 0% LLJ >: F, 0 F- U < M rr) LU Q� M: x U _j Z < __j _j LL' LL W a_ < LU < LL U L0 IL �- LL LU 0 0 1:1 EJ EJ 0 1:3 E] 0 z LL U �7 0 0 CIO U-1 LL LL z z LLJ I ry 0 1 1 ry LL_ LLJ U Q0100, cf) LLJ _j a- _0 C) 00 CE < - C) LLJ 0� L0 Lo L) U) LU �0 Ln U-1 Z < C� U_ V) *Iz 0 LIJ �0 ry C) 'D _Lj r _j _j C? LLJ ry LL Z < C15 K) b z: 0 Z 0 r,, _J Lu LLI -i LL a- A7 SHEET 7 OF7 DRAWN BY- DAN_IEL FRECHETTE NOTE: ALL LAPS 25" MINIMUM U��V 7n L (3) #5 VERTICAL DOWE� GROU TED CELL CORNER BOND BEA� REINFORCING DETAI BOTTOM PLATE x I" ANCHOR 24" D.C. MAX WHERE SHOWN) 10' 4' (xAm TYPICAL ANCHOR BOLT LAYOUT NTS !NTERIOR ZONE: ROOF ZONE I WALL ZONE 4 END ZONE: ROOF ZONE 2 WALL ZONE 5 FILL ALL CMU CELLS BELOW FINISHED FLOOR SOLID WITH CONCRETE 4' Ila > AM vJI 0 -:11 w x > �j < . > FOOTER SIZE AND NUMBER It: OF HORIZONTAL REINFORCING SEE FOUNDATION PLAN u I STEM WALL &FEXTERIOR OOTING DETAIL NTS NOTE: FASTEN ALL GARAGE DOOR HARDWARE IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 1 - 0- 112'0 ANCHOR BOLT WITH 2'0 x 1/8" WASHER 1-0 EMBEDED INTO BLOCK CELL MINIMUM 4'. POUR BLOCK CELL SOLID- AX S�ACING 24" D.C. EACWSIDE 0 2"x 6" P.T. AT EACH ll INTERIOR ATION SIDE OF G4RAGE DOOR OPENING k ------ -------- FILL BLOCK LLINE OF CONCRETE CELL SOLID MASONR �1�kp BEAM ABOVE OPENING AS REQUIRED OOR TO M/ TENING DE FOOTER SIZE AAND NUMBER *5 DOWEL WITH 10" HOOK OF HORIZONTAL REINFORCING Al. SEE FOUNDATION PLAN JLE NTS -1 , TYPIC4L SHEARWAILL SErMEKT (SEE FOUNOOON/FLOOR PLAN) 1 112" MIN. BEAM CO FIR I 1 1/2" MIN COVER ___1 F '%- CLEANOUT REQUI�ED MINIMUM 6" DOWEL ZZ-o MUM T FOR GROUT LIFT� EMBEDMENT GRFPJE�JPINNJ� #5 DOWEL WITH 10" HOOK� UN - - - - - - - - - - - - - - - IS NOT REQUIRED L FOOTER SIZE AND NUMBER OF HORIZONTAL REINFORCING SEE FOUNDATION PLAN ONE 2" x PT. BOTTOM PLATE WITH 112'0 x 10" X I" ANCHOR - BOLTS AT 24' D.C. MAX /2'0xI0'xV ANCHOR BOLTS AT 24" D.C. VERTICAL SPACING EXTERIOR FINISH SEE ELEVATIONS Rx- NO. 2 SPF STUDS AT 16' O.C. NOMINAL 15/32' COX SUB - SHEATHING AND APPROVED MOISTURE BARRIER .2"x- PT. PLATE CONCRETE BLOCK WALL FRAME WALL TO BLOCK WALL CONNECTION - - - - - - - - - - - - - - - - - - -- ROOF EDGE "r ROOF PLAN 2 > RIDGE - - - - - - 2 - - - - - - - - - - - - - - "IX 1 6d RING SHANK NAILS @ 6" D.C. EDGES, 6` D.C. FIELD 2 8d RING SHANK NAILS @ 4- D.C. EDGES, 61- D.C. FIELD 3 8d RING SHANK NAILS @ 4- D.C. EDGES, 6- D.C. FIELD + 14.5 PSF ROOF ZONE 'I. (TYP. WHERE SHOWN) - 29.5 PSF ROOF ZONE '2* + 16.3 PSF .,.,e (TYP. WHERE SHOWN) - 46.1 PSF ROOF ZONE 'Y + 15.6 PSF (TYP. WHERE SHOWN) 69.2 PSF SOFFIT DESIGN PRESSURES + 38 2 PSF 56.3 PSF NOT*So NTS HURRICANE STRAP (SEE CONNECTOR SCHEDULE) MASONRY ROOF TO SIDE -WALL CONNECTION NTS j BEARING WALL 2" x-" NO. 2 SPF. AT 16" D.C. MAX I FOOTER SIZE AND NUMBER OF HORIZONTAL REINFORCING r, SEE FOUNDATION PLAN NOTE: ALL ANCHOR BOLTS SHALL BE EMBEDDED INTO CONCRETE FOUNDATION 7" DEEP (MINIMUM) IN ACCORDANCE WITH 2014 FLORIDA BUILDING CODE 5TH EDITION INTERIOR BEARING FOOTING SIMPSON LSTA15 WITH (12) DD NAILS FOR 8'-0" TO 9'-0" BEARING SIMPSON LSTA21 WITH (16) IOD NAILS FOR 9'-1" TO 10'-0' BEARING SIMPSON # SP-4/SP-6 WITH (0-10D NAILS EACH A SEE CONNECTOR SCHEDULE - 2"x-- NO. 2 SPF. STUD AT 16" D.C. CONNECT FULL HEIGHT STUD TO HEADER STUD WITH 16D NAILS AT 6p' D.C. (SEE DETAIL) VARIES BASED ON OPENING WIDTH. REFER TO WALL FRAMING SCHEDULE BELOW 2" x - PT. BOTTOM PLATE WITH 1/2'0 x 10' x I" ANCHOR BOLTS AT 24" O.C. MAX SEE CONNECTOR SCHEDULE ENGINEERED TRUSSES M mi, . 'i III HEIGHT STUD ;R STUD 'SON # SP-4/SF-6 1 I (0-10D NAILS EACH I I &. DEPTH OF CONCRETE FOOTER (SEE FOUNDATION PLAN) WALL FRAMING SCHEDULE - NO. 2 S. Y. P. MINIMUM HEADER BEAM NUMBER OF HEADER STUDS NUMBER OF FULL HEIGHT STUDS W-1 0'-0" TO 5'-5" (2) 2" X 6" 1 1 W-2 5'-6" TO 6-10" (2) 2" x 8" 1 2 W-3 vy I 6'-11" TO 8'-5" (2) 2" x 10" 1 3 W-4 8'-6" TO 9'-9" (2) 2" x 12" 2 3 W-5 9'-10" TO 12'-2" (3) 2" x 12" 2 3 ING W FRAMING NTS GENERAL NOTES: MASONRY 1. ALL CONSTRUCTION WORKMANSHIP AND MATERIALS SHALL CONFORN I TO WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED TO LATH "SPECIFICATIONS FOR MASONRY STRUCTURES" (ACI 530-92/ASCE 7-10/ OVER FRAME CONSTRUCTION, MEASURES SHALL BE TAKEN TO TMS 402-92. (LATEST EDITiONS) PREVENT BONDING BETWEEN THE CEMENT PLASTER AND THE 2. COURSE GROUT (SIZE 8) SHALL BE USED IN CONFORMANCE TO THE WATER -RESISTIVE BARRIER. A BOND BREAK SHALL BE PROVIDED REQUIREMENTS OF ASTM C476 -83 "STANDARD SPECIFICATIONS FOR BETWEEN THE WATER -RESISTIVE BARRIER AND THE CEMENT GROUT OF REINFORCED AND NON -REINFORCED MASONRY". PLASTER (STUCCO) CONSISTING OF ONE OF THE FOLLOWING: 3. CONCRETE MASONRY SHALL BE NORMAL WEIGHT, GRADE N, TYPE I OR 11, 1. TWO LAYERS OF AN APPROVED WATER-RESISTANT BARRIER; CONFORMING WITH ASTM C90-85 "STANDARD SPECIFICATIONS FOR OR HOLLOW LOAD BEARING CONCRETE MASONRY UNITS". 2. ONE LAYER OF AN APPROVED WATER-RESISTANT BARRIER 4. THE NE T AREA COMPRESSIVE STRENGTH OF MASONRY UNITS (f'm) SHALL OVER AN APPROVED PLASTIC HOUSE WRAP; OR BE 1900 PSI USING TYPE M OR S MORTAR. 3. OTHER APPROVED METHODS OR MATERIALS APPLIED IN 5. THICKNESS OF MORTAR BED SHALL NOT EXCEED 5/8". ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION 6. HORIZONTAL REINFORCING SHALL CONFORM WITH ASTM A82-85. INSTRUCTIONS. 7. MASONRY REINFORCING STEEL BARS SHALL BE CONTINUOUS WITH LAP SPLICES OF 30 BA R DIAMETERS MINIMUM. A CORROSION RESISTANT WEEP SCREED WITH A MINIMUM 8. THE CONTRACT OR IS RESPONSIBLE TO ENSURE THAT ALL MASONRY VERTICAL ATTACHMENT FLANGE OF 3 1h INCHES SHALL BE STRUCTURAL ELEMENTS ARE ADEQUATELY BRACED TO RESIST WIND, PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE ON ALL BACKIFILLING, SOIL COMPACTION, AND OTHER CONSTRUCTION AS WELL EXTERIOR STUD WALLS. THE SCREED MUST BE PLACED AT A NATURAL OCCURING FORCES ORDINARILLY ENCOUNTERED DURING THE MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE CONSTRUCTION PROCESS.. BRACING SHALL REMAIN IN PLACE UNTIL PAVED AREAS AND SHALL BE OF A TYPE THAT WILL ALLOW THE STRUCTURE HAS BEEN COMPLETED. TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. 9. MASONRY GROUT SHALL BE PROPORTIONED AND PRODUCED TO HAVE A 10. SLUMP BETWEEN 8 AND 11 INCHES. -OUT WHEN GROUT POURS EXCEED 5 FEET IN HEIGHT, PROVIDE A CLEAN GENERAL NOTES: CONCRETE HOLE AT THE BOTTOM CELL. CLEAN THE CELL BY REMOVING ALL MORTAR DEBRIS, LOOSE AGGREGATES AND ANY MATERIAL DELETERIOUS 1. ALL CONCRETE CONSTRUCTION WORKMANSHIP AND MATERIAL SHALL TO MASONRY GROUT. INSTALL AND SECURELY TIE THE VERTICAL STEEL COMPLY WITH THE REQUIREMENTS OF ACI 301-89 "SPECIFICATIONS FOR REINFORCEMENT TOGETHER. CLOSE THE OPENING AFTER INSPECTION. STRUCTURAL CONCRETE FOR BUILDINGS." 2. ALL CONCRETE SHALL BE TYPE I OR 11 PORTLAND CEMENT COMPLYING GENERAL NOTES: WOOD WITH ASTM C150 AND SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH SHOWN BELOW: 1. ALL FRAMING CONSTRUCTION, WORKMANSHIP AND MATERIALS FOUNDATIONS & SLABS 3000 PSI (INCLUDING TRUSSES) SHALL CONFORM WITH THE SPECIFICATIONS AND BEAMS 3000 PSI REQUIREMENTS OF THE REFERENCES LISTED BELOW: MASONRY 3000 PSI "AMERICAN INSTITUTE OF TIMBER CONSTRUCTION" THIRD EDITION 1985 "1991 3. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION AND ASTM A 615-87 GRADE 60. BARS SHALL BE FREE OF RUST, MILL SCALE, SUPPLEMENT PAINT OR OTHER COATINGS THAT WILL REDUCE CONCRETE BOND. "U.S. PRODUCT STANDARD PS 1" OR APA PRP- 108 PERFORMANCE 4. ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, STANDARDS "MANUAL FOR HOUSE FRAMING, WOOD CONSTRUCTION LABELED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE DATA NO. 1 nNATIONAL FOREST PRODUCTS ASSOCIATION. IN WITH ACT 315-80 (REVISED 1986) -DETAILS AND DETAILING 2. ALL TRUSS BEAM AND COLUMN MEMBERS SHALL BE SPECIES AND GRADES OF CONCRETE REINFORCEMENT." OF LUMBER WHICH WILL PRODUCE DESIGN VALUES EQUAL TO OR GREATER 5. ALL BAR SPLICES, DOWELS AND CONCRETE COVERAGE SHALL MEET THE THAN VALUES FOR SOUTHERN YELLOW PINE NO. 2, 19% MAX. M.C. REQUIREMENTS OF ACI 318-89 / 318R-89 "BUILDING CODE AND 3. GALVANIZED METAL HANGERS AND FRAMING ANCHORS SHOWN ON THE COMMENTARY FOR REINFORCED CONCRETE." PLANS SHALL BE USED AND SHALL BE FASTENED IN ACCORDANCE WITH , 6 BEAMS OVER MASONRY OPENINGS SHALL HAVE CONTINUOUS TOP THE MANUFACTURERS SPECIFICATIONS, SUBSTITUTIONS REQUIRE ENGINEERS AND BOTTOM REINFORCEMENT. LAP SPLICES IN BOTTOM BARS SHALL APPROVAL. OCCUR OVER SUPPORTS. TOP BARS SHALL LAP AT MID -SPAN. 4. ANCHORING AND NAILING NOT IDENTIFIED SHALL COMPLY WITH THE 7. CONCRETE BEAMS AND SLABS SHALL BE FINISHED LEVEL AND TO NAILING SCHEDULE GIVEN WITHIN "MANUAL FOR HOUSE FRAMING THE ELEVA11ONS SHOWN ON THE DRAWINGS. AND 2014 FLORIDA BUILDING CODE 5THth EDITION 8. CALCIUM CHLORIDE SHALL NOT BE USED IN ANY FORM. 5. A MINIMUM OF TWO STUDS SHALL BE INSTALLED ADJACENT TO A LL 9. UNLESS OTHERWISE PERMITTED OR SPECIFIED, CONCRETE SHALL BE OPENINGS IN EXTERIOR AND LOAD BEARING WALLS AND BENEATH ALL PROPORTIONED AND PRODUCED TO HAVE A SLUMP OF BEAM & GIRDER BEARING POINTS. 4 INCHES 1 INCH. 6. T RUSSES SHALL BE SIZED AND DETAILED IN ACCORDANCE WITH THE DIMENSIONS AND LOADS INDICATED. 7. TRUSS SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED BY GENERAL NOTES A FLORIDA LICENSED ENGINEER FOR REVIEW PRIOR TO FABRICATION. THE SPECIALTY ENGINEER SHALL SPECIFY BLOCKING AND BRACING 1. THESE DRAWINGS WERE PREPARED WITH THE ASSUMPTION THE NECESSARY TO WITHSTAND WIND LOADS DETERMINED USING ASCE 7-10. CONTRACTOR/OWNER-BUILDER IS KNOWLEDGEABLE OF COMMON 8. AS A MINIMUM, ROOF SHEATHING SHALL CONSIST OF 15/32- (NOMINAL) ARA CONSTRUCTION PRACTICES. SPAN RATED, EXPOSURE 1 PLYWOOD OR 7/16" O.S.B., NAILED TO SUPPORT 2. THE CONTRACTOR/OWNER-BUILDER SHALL REVIEW DRAWINGS FOR WITH Ed RING SHANK NAILS AT 4" OC ON EDGES, 6" OC IN FIELD ACCURACY AND INTERPRETATION. ANY DISCREPANCIES SHALL BE 9. ALL EXTERIOR WALLS SHALL BE SHEATHED WITH 15/32- ARA SPAN RATED, BROUGHT TO THE ATTENTION OF THE DESIGNERS PRIOR TO EXPOSURE 1 PLYWOOD OR 7/16" O.S.B. THE SHEATHING $HALIL BE ATTACHED CONSTRUCTION. TO FRAMING MEMBERS WITH 8d NAILS AT 6" O.C. 3. THE FOUNDATION PLAN SHALL BE VERIFIED BY THE CONTRACTOR/ 10. EXTERIOR AND INTERIOR LOAD BEARING WALLS SHALL BE FRAMED WITH OWNER -BUILDER TO CORRESPOND WITH THE FINAL ENGINEERED 2X4 MEMBERS AT 16" O.C. MAX. SPACING FOR MAX. 10' HIGH PARTITIONS. TRUSS LAYOUT. FOR HEIGHTS ABOVE 8' REFER TO WALL SECTIONS. STUDS SHALL BE 4. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE - DO NOT SPRUCE -PINE -FIR #2 OR SPECIES WITH EQUAL OR GREATER SCALE DRAWINGS. DESIGN VALUES. BE SOUTHE RIN YELLOW' PINE #2 5. FLASHING SHALL BE PROVIDED PER FIELD CONDITIONS. 11. ALL PRESSURE TREATED LUMBER SHALL 6. MOISTURE PROTECTION SHALL BE PROVIDED BETWEEN ALL 19% MAX. M.C. IN ACCORDANCE WITH AWPA STANDARDS C1,C2 AND MASONARY AND NON PRESSURE TREATED WOOD SURFACES. C9 LATEST EDITIONS, WITH A WATERBORNE PRESERVATIVE IN ACCORDANCE 7. A 1/2" DIAMETER X 10 " LONG MINIMUM WEDGE ANCHOR WITH STANDARD P5. ALL NAILS AND SCREWS SHALL BE STAINLESS STEEL MAY BE USED IN LIEU OF 1/2" DIAMETER J-BOLTS. OR GALVANIZED. AT FOUNDATION 12. WHERE DRAWING INDICATES APPLIED EXTERIOR FINISH OVER APPROVED 8. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE WATER BARRIER OVER WOOD FRAMING MEMBERS. OWNER IS RESPONSIBLE DRAWINGS AND SPECIFICATIONS LISTED. TO INSTALL ALL REQUIRED SEALANT, FLASHING, ETC. TO MAINTAIN WATER- 9. THE GENERAL CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION PROOF INTEGRITY TO PREVENT MOISTURE INFILTRATION INTO STRUCTURE, OF SHOWN ON THE DRAWINGS. ANY QUESTIONS OR DISCREPANCIES SHALL OWNER IS RESPONSIBLE FOR PERIODIC MAINTENANCE AND UPKEEP EXTERIOR APPLIED FINISH TO MAINTAIN WATERPROOF INTEGRITY TO PREVENT BE BROUGHT TO THE ATTENTION TO THE ENGINEER BEFORE STARTING DAMAGE TO INTERIOR COMPONENTS. 10. CONSTRUCTION. THE STRUCTURE HAS BEEN DESIGNED TO MEET THE REQUIREMENTS OF WATER -RESISTIVE BARRIER. EXTERIOR WALLS OF FRAME CONSTRUCTION RECEIVING A VENEER SHALL 2014 FLORIDA BUILDING CODE 5th EDITION BE PROVIDED WITH A WATER -RESISTIVE BARRIER. THE WATER RESISTIVE 11. FOUNDATION AND SLAB ARE TO BE FORMED UPON SOIL WITH A MINIMUM BARRIER SHALL BE A MINIMUM OF ONE LAYER OF NO. 15 ASPHALT SAFE BEARING CAPACITY OF 2000 PSF. FELT, COMPLYING WITH ASTM D 226 FOR TYPE 1 FELT, SHALL BE 12. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO UNIFORMLY ATTACHED TO THE SHEATHING, WITH FLASHING IN SUCH A MANNER AS PROVIDE THE BEARING CAPACITY UNDER ALL FOUNDATIONS. TO PROVIDE A CONTINUOUS WATER -RESISTIVE BARRIER BEHIND THE 13. THE CONTRACTORS SHALL HIRE A GEOTECHNICAL ENGINEER TO RECOMMEND SOIL IMPROVEMENTS REQUIRED TO OBTAIN THE MINIMUM EXTERIOR WALL VENEER. SAFE BEARING CAPACITY STATED ABOVE. SIMPSON HETA SIMPSON HETA 6D OENAILS VARIES 7'-Ol (MAX) CORNER JACK VARIES 711 HIP JACK TRUSS TO TRUSS CONNECTION DETAIL (3) 16D TOENAILS PARTIAL ROOF LAYOUT T END OF TOP AND BOTTOM CHORD ALLOWABLE FORCES OF 16D COMMON TOENAILS NAIL QUANTITY 1 2 3 SHEAR 204# 408# 612# WITHDRAWL 114# 228# 342# N.T.S. uj'o 'D p r, N CD < 0 E _j LL r� < >_ LU 0 co < to Lu X co m x < _j _j � L) _j LLl LL Of 0- < Lo U-i LL LL Lu 0@) n LLJ u �7 0 u z 0 LLj u C) 0 z cl� LLJ uj uj CIO LLJ < z < 0 - < _j 2L L0 00 LLL- Q 0 �K_ c/) LLJ Z 11� >- LLJ o < (\J C�j U) 0 0� LL 0 - - X LU c� 0 CL 1`0 I 0 0 00 LLJ C) LLJ Z < (D ?. _j _j LL C) Fy c) 7- o Z c� Lu ULJ r� E _j _�T L_ a- S-1 SHEET I OF I -DRAWN BY- DANIEL FRECHETTE 30 AMP POOL PRE -WIRE AFCl AFCI'ff I L — — — — — I I TT AFCi AF(,I_ CI LL��oj 01 C)_ WFF/LT AFC 0__�� WFFILT \ N If AFC� If In AFCI -0 WFF,ILT NpmA 5i� LIS, w P/GFI WFF/Ll \ \ AF( j / / I / E]AFCI I R. 150 AMP PANEL WH �l F ------------ 7TIC STORAGE LINE OF A 0- 1 �lu I �4i7Ft 7U0�ESFENa_ PFFITOIiES�ENT -.j — — — — — — tFI NEMA I DISC. 4�7FLLJORESCENT IN ATTIC ABOVE "A, . 'RG.O.OdGFI AFCI El WAFCI AFCIK AFCI'w WAI COMBO SMOKE/ E]AFCi DIE TLCTOR L '—COMBO cO AFCI SMOKE/ — — — — — — — — — - CO DETECTOR — — — — — — — — — — — — — — — — — — — — Fl— — — AFCI COMBO SMOKE/ L_ — — — — — — — — — — — — — DED. CIRCUIT AFClh 4DED. CIRCUI- Ci FCI CO DETECTOR -9p ------------- ' 1 -17 1 'W GFIV GFI 6FI 9AFC] WAFCl AFCh AFClfi A4FC1 iIRFF. fl F(7VF� WFTH RANGE WHII MICRO. ABOVE HOOD ABOVF. cl AFC wp/G�� DiSPO' L— — — — — — --- G�l If IL- WFFILT CHAND, G DW uF1 WFF/l.T ----------- ---------------- I LLJ/-c GFJ — — — — — — — — — — — — — — — AFCI AFCI — — — — — rT — — — — — L L JI —1 _J I I I -j L -i L -i I-- (RAFCI IN FLOOR WFFILT AFC I IN FLOOR TIELD VERIFY) ['ED VERIF L — — — — I L J F_ /T J L L -i F IN FLOOR 9AFCA (FIELD VERTY) IT -L-I I — — — — — — - WFF/LT — — — L u La L — — — — — — — — — — — — — — — — — — — — — / — -- I AFCI ABOVE FIREPLACE -7- If PREFAB. VEN ILESS GAS FIREPLACE It WP/GFi Af — — — — — — - �AFCI A T-�AF C I --r _T� \F� WAFCI AFCI AAFCI DB qCHAND. AWP/GFI 'WAFCI FCl 6 AF� WFF/LT AFCI f OM90 SMOKE/ — — — — — — — — — — — — — — — — — — — — — — — — CO DETECTOR -(&- — — — ------------------ T=: A I NEMA I DISC. AFCI U AFCJ ... ............. . ..... AFCI GF AFCI IPC6 cl(j G F I GFI AFC I L _J,-.:� LI F El 0. AFCI OCHAND. WFF/LT GF AFCI WFF/LT I WFF/LT AF L-------------------- J AFCI ELECTRICAL PLAN SCALE: 1/4" z 1'-0" EF/LT B. V.P. NOTE: HVAC DESIGN/MODIFICATIONS AND ENERGY CALCULATIONS WILL BE SUBMITTED BY OWNER/ CONTRACTOR WITH THESE: PLANS FOR PERMITTING 11 Av-p ELECTRICAL SYMBOLS SINGLE POLE SWITCH 0 UGKr FIXTURE THREE POLE SWITCH WALL MOUNT FIXTURE FOUR POLE SWITCH RECESSED FIXTURE DIMMER SWITCH CD EYEBALL FIXTURE SINGLE OUTLET KO PULL CHAIN 6 DUPLEX OUTLET Z-2TRACK LIGHTING 6 LENGTH AS INDICATED SWITCHED DUPLEX <cP` 4) 220 OUn.ET FLOOD LIGHTS "Od EMERGENCY LIGHT + QUAD CUTLET TELEPHONE FLUORESCENT LENGTH AS INDICATED G TELVASION WIRE FOR FAN El SMOKE aErECTOR WIRE FOR FAN lEal ELECTRICAL PANEL WITH LIGHT EXHAUST FAN INDICATES THERMOSTAT WATERPROOF INTERCOM INDICATES GROUND FAULT INTERRUPT 98 DOOR BELL BUTTON INDICATES ARC FAULT EP 04SCONNECT CIRCUIT INTERRUPTER E5 ELECTRICAL METER INDICATES HEIGHT ABOVE FLOOR GARAGE DOOR OPENER NOTE: ALL SMOKE DETECTORS TO BE LINKED TOGETHER SO AS TO SOUND SIMULTANEOUSLY VIIHEN ONE IS TRIGGERED. NOTE: ALL ELECTRICAL 120Y OUTLETS NOT LISTED As On SHALL BE AFCI (ARC FAULT CIRCUIT INTERRUPTER) NOTE., ALL DE)ACEs IN SLEEPING AREAS SHALL BE AFCI (ARC FAULT CIRCUIT INTERRUPTER) PROJECTED INCLUDING SWTCHES, LIGHTING. RECEPTACLES, AND SMOKE DETECTORS NOTE., ALL OUTLETS SHALL BE TAMPER-RESSTMT NOTE: PLANS COMPLY WTH THE 2014 FLORIDA RESIDENTIAL BUILDING CODE SIN EDITION CHAPTERS 34-43 AND 2011 NEC PROVIDED ELECTRIC,- SAI DE'rECT aACK - t ORS WITH BATTERy IP IN A L SLEEPIN AIR S ANr) S I WIRE S NDING THAT T A rl Tl ON OFANY TE T R I LA T'VATE AL A CARBON MONOXIDE ALARM S BE INSTALLED IN ACCORDANCE WITH F.A.C. RULE 98-3,0472 WITH TEN FEET OF EACH ROOM USED SLEEPING PURPOSES. - - - - - - - - --- G.D.OJGFI -- — — — — — — — — — d V C. AC. 48"FLUORESCEN7 IN ATTIC ABOVE t4jF�UOIiESjENTq LINE OF ATTIC STORAGE jil r7UOI5ES7FNT j N, WHI ff�� J 11 WP/GFI NEMA 3R DISC A/� LTi rr FILE CO -REVISIONS- s S a, I-, Cj U, U-1 0 �- U DO < co UU: m u < _j Uj LL ou� CIL < Lu u L0 (L I.— LL Lu 15 @) 1:1 El 0 EJ 0 El E:l E�l E:l z CL LLJ u z 0 u z (-D Li LLJ LLJ U LJ LLj LL LLJC/) u LL] < z o 0 LL_ Ln C::) cc E I SHEET I OF I -DRAWN BY- DANIEL FRECHETTE k (3) 4/0 CU WITH #4 GROUND 400 AMP METER 500 KCMIL IN 40 CONDUIT NOTE: BOND GROUND TO CONCRETE ENCASED ELECTRODE (UFER) PER NEC ARTICLE 250 NOTE: AT BACK TO BACK SERVICES1 INSTALL M.C.B. ELEC. PANEL IN LIEU OF EXTERIOR DISCONNI I SERVICE CALCULATIONS DATE: 1/1412016 CONTRACTOR: RESIDENCE FOR: ADDRESS: ITEM QUANTITY VA PER GEN. LIGHTING LOAD = SFLA @ 3 VA 4152.00 3.00 12456�00 VA LAUNDRY @1500 VA EA. 1.00 1500.00 1500.00 VA KITCHEN SABC @ 1500 VA EA 3.00 1500.00 4500.00YA RANGE @ 10200 VA 1.00 10200.00 10200.00 VA DRYER @ 5000 VA 1.00 5000.00 5000.00 VA WATER HEATER @ 4500 VA 2.00 4500.00 9000.00 VA DISHWASHER @ 1600 VA 1.00 1600.00 1600.00 VA MICROWAVE @ 1500 VA 1.00 1500.00 1500.00 VA DISPOSAL 1/2 HIP 9.8A @ 120V 1.00 1176.00 1176.00,VA POOL PUMP 1-1/2 HP 25A @ 240V 1.00 6050.00 6050.00 VA IRRIGATION PUMP 3/4 HP 6.9A @ 240V 1.00 1656.00 1656.00,VA CENTRAL VAC 1.00 1440.00 1440.00 VA OVEN 20A/240V 1.00 4500.00 4500.001VA MINI -RIDGE 1.00 340.00 340.00 VA 0.00,VA 0.00 VA 0.00 VA 0.00 VA 0.00 VA 0.00VA 0.00 VA 0.00�VA 0.00:VA TOTAL 60918.00 VA 1ST10KW@100% 10000.00 VA 10000.001VA BALANCE AT 40% -7- 50918.00 VA 20367.20;VA ADD HEATIAC-HEAT - 100% LOAD TOTAL HEAT 1 OKW EA @100% (2-UNITS) 22400 VA @ 100% 22400.00 VA A/C 30A RLA @240V EA (2-UNITS) 60.00 A 240.00 V 14400.00 VA TOTAL 67167.20 VA SERVICE SIZE LOAD (VA) I 240V 67167.20 VA 240.00 V 279.86 AMP USE 400A AMP SERVICE -POLE 200 AMP BREAKER -POLE 200 AMP BREAKER INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS RUN (1) #1/0 Cu TO /8"x8' GROUND ROD AND BLDN'G FOOTING STEEL 120/240V 1 0 3W NEMA 1 200 AMP M.L.O. FLUSH MOUNT OR EQUAL, SEE FLOOR PLAN FOR LOCATION 120/240V 1 0 3W NEMA 1 200 AMP M.L.O. FLUSH MOUNT OR EQUAL. SEE FLOOR PLAN FOR LOCATION NOTE: ALL ELECTICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NATIONAL ELECTRICAL CODE, LOCAL ORDINANCES, LOCAL POWER COMPANY, ELECTRICAL RISER DIAGRAM 400 AMP - UNDER GROUND - M.S. PLUMBING GENERAL NOTES 1.0 PROVIDE ALL LABOR AND MATERIALS AS REQUIRED TO PROVIDE A FULLY FUNCTIONING AND COMPLETE DOMESTIC WATER DISTRIBUTION, AND SANITARY DRAINAGE SYSTEM AS INDICATED ON DRAWINGS. THERE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT. FINAL LOCATIONS OF EQUIPMENT SHAM BE FIELD DETERMINED. 2.0 ALL MATERIALS SHALL BE NEW AND APPROVED BY APPROPRIATE CODES. 3.0 EXTEND SERVICE TO WATER IWTER AND PROVIDE SHUT OFF VALVE IN VALVE BOX OUTSIDE BUILDING. FEW VERIFY. 4.0 PROVIDE AND INSTALL PLUMBING FDrrURZS AS SCHEDULED IN BUILDER CONTRACT. 5.0 DO NOT SCALE FOR THE EXACT MTURES, PIPING, III ETC. 6.0 COORDINATE WORK IM OTHER TRADES TO AVOID INTERFERENCE WITH CONSTRUCTION PROGRESS. 7.0 WATER PIPING TO BE CPVC 8.0 FURNISH AM INSTALL APPROVED AM CHAMBERS OR SHOCK ABSCIRBERS AT EACH PLUMBING FIXTURE GROUP. 0.0 USE APPROVED INSULATING UNION FOR JORM DISSIMILAR )WALS. 10�13 FURNISH AND INSTALL CONDENSATE DRAIN PIPING TO A POINT WITHIN 5 77 OF A/C UNIT AND ON TO AN APPROVED DISCHARGE POINT. PANEL SCHEDULE SINGLE-PHASE X ?0/2z,0v-!PH-3,?V 21,1208V-1"H -3,V C K T C I R C J T D # NA M F BKRAV RE A/P:Slzp aMPS A! C 2% R 'vVIRE:BKR PHASE f-HASE A/P:SIZE BUS AMPS INI . AIC CIRCUT ID NAME 200 AMP 10,000 CKT # 1 0 8 1 5 0 DRYER 1 2 12 20 WASHER 7 14 ID M, �FD .,IS �"' ctpl �. 8 9 S TOVE TOP 0 8 ILI 15 M. BA7 H L FS. 12 2C M. BATH GFI 12 15 OVE N 0 a 8 ll� 15 J, LITY LT S� 14 i '5 1 1 : " : 15 UTILITY GF1 16 17 p E,--. 20 : 12 14 15 F �M- I L Y 'ER I S.;r -r- I " i8 19 D 1 S, e Cl S A ?o w 12 14 15 SMOKc H I E CI 20 21 )!SHWASH!. R 20 !2 14 15 JD i; S. 22 26 DiNINIG I,LC� PTS. 20 12 12 20 EXT. GFI 2L 25 KiT. GFI ?0 12 26 27 0 12 28 1-3 30 51 Hzd I /�` �E- lb 14 �2 7,3 F x I . I S. 15 ILI 34 35 H_U �2 LIS. IL. 56 37 38 "9 40 42 0 1 A L ��VA P.F.R PHASE MAX!ML,,vi PHASE A�` S [PANEL SCHEDULE SINGLE-PHASE X 120/2/,0V-Ipi-;-3,vV AMPS BU�S AMPS 200 AMP -1201208V-IPH 3,v INT. AIC [0,000 CKT : CIRCJT D GKR:ffiRE A W'RE:Br\R CIRCUT ID CKT NAM, A/P:SIZE PHASE PHASE �/P:SIZE NAME # POOL 10 8 40 ACIJI 2 1� 14 6 60 Affu-I 6 7 EFF) T' ' 1 15 Z' 9 14 Ll 5 Rl. "OYFR 0 5 14 2 20 WINE COOLER 12 RFCPrTS. i3 W. HEATER 30 10 12 20 �FN"�AL ), I� 20 3AI�i 12 i6 �,Fl 17 N. HEATER 3 0 10 12 20 BA TH 43 L IS, is GFI 19 12 20 �T! �4 I IS./ 20 ,FI 21 12 2 C 9��T�, 05 _TS./ 22 GFI 23 24 25 26 ?7 28 29 Ao 31 52 3� 34 35 36 57 a 38 39 40 42 707AL KVA PER PHASE MAXIMUM PHASE AMPS 2" V.T.R. 2" / 12" / LAV./�( �2'' W.0 2" W. C. SHR. 2" V T. R. (2" LAV. I W. c. 3" (2" 2"( 1 LAV. W. C. I LAV. 211 1 2" W.C./ SHR� 31, 41, 3" 2" 1 LAV. 2" V T. R. 2" 2" 31, 3" 2" 1 LAV. 2" LAV 2 (2" 2 W W.C. I (2 3" 2" ISLAND VENT 3" 41, m SINK I K. S. 2" W. M. L� 2" V.T.R. 2'' 2" �j SHR. 2" 2" 31, INK r2"S SINK 2" ?1 2" 4" 2" 4" 2`1 31, 4" V. i.H. LAV. 2" 311 LAV. 1�2` 2' PLUMBING RISER DIAGRAM- 2" 2" 2 4" NOT TO SCALE 3" TUB 4" 4 C. 0. 2>" 2') 2" r- lf'S H R - SINK TO CITY SEWER (FIELD VERIFY) -REVISIONS- A\ /A Lu C, C3 < C) 0 Ln of LL 01 >_ 0 < cc < po < a- < LLJ u P- LL Lu 0 @) 0 F-I cf) Lli 0 u cf) LLJ QD Lu Lu Z Lu u L-Li < n�4e -Z--j < 0 F- IL LL Lf) CD 00 2/Pl I SHEET 2 OF 2 DRAWN BY- DAMIEL FRECHETTE — REV IS IONS 61-01 69'-4' 32'-2' 1 9-15 16(CWNTyC0lIME%'Tli ---------------- 1 91-4' 13'-0' 17'-0' 8'- 7' 8'-7' L 3'-0' 4,0"x/,O" CONC. PAD 14'-0# 12\ 12-6-16 C7 �l /�\ -31H7 1 EYPE RE El 3-13-18 on 0 288G EXT. 0 IN 0 M50 CSMN'T N'T 3050 CSMN'T T WH 'o tt. ) C' T c) 2 C O\ - C\j 3050 CSMN'T 3050 CSM 3050 CSMN F (1) #50 VERTICAL REINFORCING CIJ 0-1 S E AND FILL CMU CELL SOLID WITH I T "T Lo 1 CONCRETE AT 48" O.C. MAX < *'�2`0 STEEL BOLLARD (TYPICAL WHERE SHOWN) 0 we 0 IN m NJ BATH#2 0� -j rl\,, IN IN IN El 4060 CSMN T LL LU C) Z �4, 111-4" FLAT CLN'G < of 4' RECS ER 4 4' F Of 77q� — 1 4' [rl rz �c 7'-4� _j 5'-6' j LL U z 26'-6' CL < U-1 < 2: LL �0�� 2: co 4' 4'-4- IN CL I-- LL. LLJ z Z < -10' 13'-4' 5 ZF<�� .' 5' ii: z i LL U El m 4 0 a 4' 11 b 0 r K F, Zu 9 � 60 P� 11 1 41 om IN r x I g zo cu �j STORAGE < U 0 24 - BEDROOM #4 L —1 m'- T-. 1 2680 PKT.:� t < W-4" FLAT CLN'G PLAYROOM CIL! BEDROOM #3 cu BEDROOM #2 (ju L _j Co < 1['-4" FLAT CLN'G ll'-4' FLAT CLN'G ll'-4" FLAT CLN'G E3 0 0 BATH # z FLAT CLN'G 6'-0' # GARAGE #1 U 11' 4" FLAT CLN'G (A.F.F cu ;j E E:l < El j —y 4' 4 In Fl 5?'X48'X3"D NICHE ;t 8'-6' LINE OF ATTIC STORAGE 7 WITH TOP AT 7'4" 2880 1 �j I---- - - - - - - - - - - - - - - - - m C 2860 PKT. 3: < 2880 41 Lr) 1; (_j le 2'-8# -0. 6' 91 61_4' < x 7'-3' rl FRAME BEARING WALL W/ 72`xI4 1 6' 41 \V UPPER CA13INETS UPPER CABINE 2"X4" NO� 2 SPI ll'-7 AT 16" D.C. MAX SPACING �nz ZW �n4f L4' H FXD. OILS ABOVE 72'XI4"H FXD. GLS ABOVE 4' ID al d 28�80, TS IT -6' 5'- 0' L 2880 S.C. 4060 CSMN'T �D L WHERE SHOWN) 2' (TYPICA z < 2880 Co w 2080 El (2) 2'X4" STUDS 4' L 4' WRIUSS-Cl ) 1 0 - — — — — xq 200�' TRUSS-Cl 6' 0 C) w U I ILI F3711 ICU IN cu -- ---- RL� 22! IN a ?8 rO EXT. I -==OVE7N- I 7F WITH p - - - - - - - lb/OX8/0 H.D - - - - - - - - RO. ABOV HOOD ABOVE 0 IITRUSS-H7A El INCIFALED FAS" 17ACHMENT8 U El (2) 3080 EXT. 3'-7� `0 S 12'-4' 3'-6' 16'-5�' 2'-0' 1 11 3'-6' 31-31 Ol 6'-41 2' 8. A�l I III I U ARETHEP�""' ILROFTHE 7'-4' 16'-0 \-(2) 2"X4'STUDS KITCHEN V-4', 6'-10' C�) ZZY6 < TRAY CLN'G FROM C'ONTRAC� =Z) 11'4" TO 12'-&' (Coo tq -oqo I t — — — — — — — — — — — — — — — — DIXNG zo 4 Uw I �m 3w� z J4100 ST. Lum col -"'T'y B!y-_pTW,#pNlSl0N Y='o L� 0 1: 11'-4' FLA CLN'G 00 'E BY p R r 0 0 REVEEIN LLJ < COVERED PORCH S 1 C� W:� A� I DATE 11' 4" FLAT CLN'G (A.F.F.) F2 O� PLANS AND P TMUS BEKEPTONJOJ3 9 tE t 11 19'-7' 111-01 6'-7 OR NO INSPECTION WILL BE E. MAD PRE -CAST CONCRETE LINTEL BEAM W/00 I 5; NOOK #50 REINF AND (1) COURSE OF 8"X8'X16` IN ll'-4" FLAT CLN'G LINTEL BLOCK W/00 #50 RENT. AND FILL Nzy: ------------------------------ 3'-10' L 2'-0' L 8"XI6" CMU COLUMNS ----------- ------------- :j SOLID W/CONC, (TYP, AT ENTRY PORCH) < N (TYPICAL AT COVERED PORCH) 5060 FXD. L ----------- I I — -il — TRUSS-C4 THESE PLANS AND ALL PROPOSED WORK - - - - - - - - - - - - 16"w RAISED BAR \-SOFFIT WITH CABINETS ARE SUBJECT TO ANY CORRECTIONS j�' I AT 36'ABOVE F.F. ABOVE ISLAND TOP OF CMU Al 16 -8. 4 F F — — — REOUIRED BY FIELD INSPECTUMb C 0 (TYPICAL WHERE SHOWN) z MAY BE NECESSARY IN ORDER TO j j (ILI CU ---------- WP6Y WITHA"APPLICARILl CODES, 04060 FXD. — — — — — rT — — — — — — — — — — TI - - - - - - TRUSS-05 IN — — — — — — =� — — LLJ 81-8. MIN. 1-3/8" SOLID CORE LLJ CQ 2' 8' 1 5' 20 MINUTE FIRE RATED CUT A MIXIMUM OF >- �� AA DOOR EQUIPPED WITH SELF F ry � CMU WALL HATCH LEGEND 2' OFF CMU WALL FOR-/ 12 CLOSING DEVICE FOYER x �' �-- c — DOOR ROUGH OPENING/ � Z j _j L_ 13'%4' FLAT CLN'G < TOP OF CMU WALL AT O'-Q' A.F.F, — — — — _j L �a ATTIC ACCESS PANEL L - - - - - - - - - - - -- El LLJ < Co 11 4'-8- 3'-0' 5'-4 = OR ATTIC STAIR ENCLOSU`�E 12'-10' 1-0- 11-01 ST HAVE A 20 MINUT �o CU U U LLj BB mu E TOP OF CMU WALL AT 17'-4" A.F.F. MINIMUM 4' OF BEARING-/ 24 1� 1 21-81 11 5'-10' FIRE RATING (TYPICAL) FOR PRECAST LINTEL ABOVE U MINIMUM 24" BEAM AT PORCH L �u _J L---__j W/(D PRE -CAST CONCRETE LINTEL COVERED PORCH I =--:Y — — 7 /,,z 4, L I El BEAM W100 #50 REINF. AND (1) 11 4' FLAT CLN'G (A.F.F.) r C (1) COURSE OF 8'x8'xl6" LINTEL BILK. ROOM CURSE OF 8"X8"X16" 9LOCK AND GREAT W10) #50 REINF. AND FILL ALL CELLS TRAY CLN'G FROM �o MINIMUM 28" BEAM ABOVE DOOR I j AND COURSES SOLID WITH CONCRETE W/0) PRE -CAST CONCRETE LINTEL W-1." TO 12'-4" In ICU (TYPICAL AT COVERED PORCH) BEAM W/(I) #50 REINF. AND (1) q , I I 1 1 3'-10' 24'X24" CMU COLUMN RCH) (Id CU I L_ z _J L _j L_ _J L (TYPICAL AT ENTRY PO COURSE OF 8"X8"X16" BLOCK AND NU I L: 0 (1) COURSE OF 8"X4"XI6" BLOCK AND----_� (1) COURSE OF 8"X8`46� LINTEL BLK. COORDINATE ALL FINAL BEARING HEIGHTS WITH W100 #50 REINF. AND FILL ALL CELLS AREA TABULATION (10-27-15) AND COURSES SOLID WITH CONCRETE FINAL TRUSS LAYOUT PRIOR TO CONSTRUCTION Ln LIVING 4152 SQ.FT. �o z MINIMUM 4" OF BEA G GARAGE #1 600 SC.FT. 30`x48'x8'JDJNICHE I I STUDY FOR PRECAST LINTE WITH TOP 665 SO.FT. LIr__l -2 GARAGE #2 L dT 7'4" 4 ll'-4" FLAT CLN'G ABOVE - - - - - - ENTRY 100 SO.FT. 4'-B' 3'-0' 5'-4' 4'-6�1 6�6T'� L 2111 4'-2 13'- Of COVERED PORCH 1145 SQ.FT. PREFAB, VENTLESS GAS FIREPLACE w FRAME BEARING WA �u LL W1 2"X4" NO. 2 SPF. STUDS It L S-1 AT 16" O.C. MAX SPACING IN 7'-4' Ln TOTAL 6662 SO.FT. (TYPICAL WHERE SHOWN) 16'-0' cu Lij A'-4'k 12'-10' — — — — — — — — — --- — — — — — — — — Ll U 5060 FXE IN -------- -- m(m r on < 4060 FXD. 32"x48'x4"D NICHE OP AT 7 4' 0� z WITH T El 1 4' IF '7 �o 1 0 NEI I L Li 11 1 -10, ILL, -� 24'-11' 14� 4'_ El I - 0 < I I W. 1. C. 1 4' j I IN 1 11'-4' FLAT CLN'G (2) 2080 v 4060 CSMN T ND < LL S-1 �2'-4' 5'-4' 2 -4' < _j CU cu _0 7 in clj'�L - -J Ln 13 :�� I C:) El 2080 1 31'-4' 288-0 111. �50"XIW SEAT AT 16"11 U) 00 FOAM DOME DETAIL--Ijj =0 1 0 < as 0 (2) 268�0_EXT ILN M. BEDROOM 0' 00 CL 0 0 m ((ENTCA�) \El TRAY CLN'G FROM ll'-4I TO f2'-4I z M. BATH < IIIL'-27 STEEL BOLLARD LLJ 2880 PKT, U'4" FLAT CLN'G 3r� GARAGE #2 m 10� < 11'-4' FLAT CLN'G (A,F.F.) cu z N ZIWO > U D� LU ch Lo 0 o' IN Co 11 (-) C/) LLj r-r) Lr) Y.D U 4' 117 8 48'X14" SEAT AT 16"H LINE OF ATTIC STORAGE z 2 [,- % �T �16"X24"HX3"D NICHE op e,-Zs LU 10, 9 3'-7�' Ln 51-4' 4' -4' L 6 — — — — — — Q, < -.'J LL D 0 IN J) L - - - - - - - - - - - - - - 0 Li M-) F-L lA-a_7 0 _j ItAL—AT CLN'G 3W_X72TUB _j < 6�-2"O STEEL BOLLARD L-N7�L _j W LU ol j I m < VD I _N�AND FILL CMU C�LL SOLID WITH 0 it— 0 0 rl C/� IN 111 0 IN NJ 0 0 NJ a' IN rE (1) #50 VERTICN_ REINFORCING 4060 CSMN'T CD _'S SH wmXtIE AT 43' O,C, MAX 5050 CSMN T 6050 CSMN'T TEMP,/OBSCURED (TYPICAL WHERE SHOWN) LLJ LLJ --I LL CL El 834 CSMWT Uj G5/ El IN 2880 EXT. IN IN �U 288G EX IN 1) T ;(A N �__WH *�_e 0 ST L Co EE BOLLARD (T� 4060 NCSMNT �CSE� X4V R 3, 1j. 4' CL C 00 ID 'I <880L I !eKT RI. I L L?8 0 EXT 11 IITRUSS-H7,6 w 3'-0' 0" T PE V- 4 13'-8' 15'-7' Ir 16'- 9' 9'-6' + 18'-4' 4 3'-0' 111-101 FLOOR PLAN- A 5 15'-0' 70'-4' 61-140y, SCALE: 1/4" = l'-0" 108'-4' SHEET 3 OF 7— §�VNED y -DRA�NN BY - St. Lucie Count� DANIEL FRECHETTE 69'-4' 32'-2' 6'-10' —REVISIONS— /\ /A 81-10, 1-4' 13'-2* 12'-7* 6'-7' 8'-7' L 31-0, L "`X40" CONC. PAD 14'-0' F5 / 2\ N/A A5 48"X46" CONC. PAD r J 31-1 y .1 LH L�) CD \C) F- 5 <t U) cK (1) #50 VERTICAL REINFORCIN CD "T T- 8 E < V-) I 1 0 2 CONCRETE AT 118' O.0 MAX _T Ln rF4 AND FILL CMU CELL SOLID W11 s- (TYPICAL WHERE SHOWN) J_ A5 0 2�1 rFf� Z/ ... .. ..... .. >: 4" REPS. C2 < Uj [If 18'WXI0'D CONCRETE FOOTING SHOWER �5 4 RE WITH (2) #50 REINFORCEMENT 0 < _j f f LL ZOO, 12`WxI2'lD CONCRETE FOOTING a- < Dj < LL Z5 _j 18"WxI61) CONCRETE FOOTING WITH (1) #50 REINFORCEMENT EL 1-- 0 @) 0 L j 18"WX16"D CONCRETE FOOTING 5'-10' WITH (2) #50 REINFORCEMENT WITH (2) #50 REINFORCEMENT 8- Z;z, U-j bl'-8' L 26'-6' Z& I _j 5'-6' 8"WX8'D CONCRETE TOO] ING CD p 0 WITH (1) #50 REINFORCEMENT 8'WX8'D CONCRETE FOOTING Lz J LLJ a- 9. F. F. CLLJ �0 6'-0' 01 WITH (1) #50 RF INFORCEM!EN I , l . : -011 OIL 10 F� F —1 _j zo CU F. F. (ASSUMED) in I i C/) 0 THICK CONCRETE SLAB W/ 4 F2 FIBERMESH F113ERGLASS STRAND E] v REINF, (MIN. 1.5 LD/CY) ON 6 MIL. m VAPOR BARRIER ON CLEAN, WELL) COMPACTED, AND TERMITE I/A TREATED FILL (COMPACT FILL F-2b' TO 95% OF MODIFIED PROCTOR) 7 77-7-73 7 L L /`2'-6. ......... L 18"WX16"D CONCREI E FOOTING 46'-9' LL 12"WX12"D CONCRETE FOOTING WITH (2) #50 REINFORCEMENT WITH (1) #50 REINFORCEMENT 18"WX16"D CONCRETE FOOTJNG FRAME BEARING WALL 8`Wx16"D CONCRETE FOOTING �0 I - WITH (2) #50 REINFORCEMENT (TYPICAL WHERE SHOWN) WITH (2) #50 REINFORCEMENT 18"WX16"D CONCRETE FOOTING L -I I — 4WITH 2 REINFORCEMENT �u 7 7747 7 7 7' — — ( ) #'o 7;— Z7 "7 _/ C T R DOOR 24"x2l,"xIb"D CONCRETE FOOTING / / z RE GA AGE WITH (5) #50 FEINT. EACH WAY i ID / 41- ,/- , I z�. -7 /7 7/ L �7,7 1 1 1, , . l Lij 11 77�/777 cu IF M (U CHASE FOR ELEC FRIC S-1 61-01 @ 0 IIJ�IJSS-H7,A A'-3f T-0. 101, 6'-4' 2'-B' U T-4' V-4', 6'-10' X-6 99'-8" OL 100,-011 Lu B. F. F. F.F. (ASSUMEF CL .......... . (D _j LLJ FOOTING 5b`x36'xI6'D CONCRETE WITH (3) #50 REINF. EACH WAY all OYF. A! PORCH COLUMNS U.N 0.) I8`WxI6lD CONCRETE FOOTING U 56'X44`XI6`D CONCRETE FOOTING WITH (2) #50 REINFORCEMENT I8'WxI(5`D CONCRETE FQO1ING popy C WITH (2) #50 REINFORCEMENT WITH (�x4) #50 REINF GRID Lit. I cn T-10, L 2'-0* rX J 42"X42 16"D CONCRETE FOOTING Ln ?.4'x?.,,"xI6`D CONCRETE FOOTING WITH (4) #50 REINF. EACH WAY 77 L VVITH (3) #50 REINF, EACH WAY (TYP. AT ENTRY PORCH COLUMNS) < r, E,_ L L_.L L L7 tL -it ;r/- r k; ----- = ---- =====I 4�1_. , L 17 7--77-'7/-,7 7"',AL ----- 44' L // �7 TRUSS-C4 L L MiLL co A-! j��4'LL �ILIL L I L L L iL L tL 21 L LEJ L L I-L Li L [0 LJLLK L (ILI _1 L �t -------- ------- iFLJLJ1_ A_ I L L I L 4'1, 12'-10' [LA L_ LIE L THICK CONCRETE SLAB Ail L m zINT, (MIN. 1.5 LP/CY) ON 6 MIL, �u Li L (FIDERMESH FIBERGLASS STRAND �Iu VAPOR BARRIER ON CLEAN WELL COMPACTED, AND TERMITE' OWX18"D IA TREATED FILL (COMPACT FILL 2 CONCRETE FOOTING TO 95% OF MODiF IED PROCTOR) WITH U) #50 RFINFORCFMFNI, E0 NINIMUN IV IIEAM AT �R KITCHEN 1A -��,I?Wx26"D CONCRETE FOOTING E�AST C� �EL SLOPE WITH (2) ROWS OF00 #50 REINF. 0 V/(D m 01 m BEAN w/w ON �. ANII a> W/#� STIRRUPS AT 12" O.0 MAX 00 w 81wxIV � � .- 7— —1 - — --- - —_ - (n__ 10' 3'-Q' 5'-4- (TYP. BETWEEN PORCH COLS V/d> ON AND �LS 4'-8 AID) COLAZMS �M WTTH �ETE FLOOR CUTLET FLOOR OUTIL ET LLJ 5'-10' (FIELD VERIFY) (FIELD VERIFY) EVEKW FINIV (SEE �VATMS) NOTE: A. �u )4 LI I I I I I SLOPE ALL PORCHES AND 0 N VERTICAL REINF�m AS INDICAM M � AND ML ........ M � SNXID WITH �RETE Lt GARAGE FLOORS AT A MIN. IL L/ /�Lz. LELL-111L.Lt B. F. F. 1/ 8 12 1A LLLLLL LJ LL 11 L FML DECK M OTHEM I�A 12"WX12"D CONCRETE FOOTING T-10' �L�� cu CU WITH (1) #50 REINFORCEMENT (TYP, BETWEEN PORCH COLS,) 1-112'0 RECESS Ar OILS. SLIDER SLOPE 0 (VFRlr--Y W/MANIJF. SPE�IFICAFIONS) PFLOOR CUTLET < A (FIELD VERIFY) Ln OU REBAR W1IV 11 � MINI" � W/VMTT� REIN�cm IVW,oO'D C�F!ETE MOTER �TH M) ON REDFORCING 10'-2b' L 41-81 31-01 5'- 8`WXIt'D CONCRETE FOOTING WITH (2) #50 REINFORCEMENT I8`WxI6"D CONCRETE FOOTING WITH (2) #50 REINFORCEMENT OUTDOOR SHOWER CMU WALL N.T.S, /;A FRAME BEARING WALL �u JEFIC4L WHERE SHOWN) in T-4' V-4% 121-10, LLJ 0 7 7 7 66`x36'XI6'D CONCRETE FOOTING 7 7 7 77/�/�-7 7 7 —1-11777 7 A 77 'MAI /m WITH (5) #50 REINF. EACH WAY (TYP. AT REAR PORCH COLUMNS) p_-�L - z/ ILI- �4 _Z < /Y ,YZ/-Z Z z _z z z z t-L _TLt LI-L 00 I"D RECESS WITH (2) #50 REINFORCEMENT 0 L, t4 LLM LLL 18"WX16"D CONCRETE FOOTING ry L L L rF2 CONCRETE FTN'G L-t! WIT11 6X,_-)_#50 REINF. GRID tILI L14 L1 _L 112 < Lj 41# _L 1/')___�12'WxI?'D CONCRETE FOOTING WITH (0 #50 REINFORCEMENT 15'-0' 2'-4' L T-4- L 2 -4' THICK CCNCRFTE SLAB W/ < I A FIBERMESH FIBERGLASS STRAND REJNF. (MIN. 1.5 LB/CY) ON 6 MIL, z VAPOR BARRIER ON CLEAN WELL Ln - - - - - -- COMPACTED, AND TE 99,-8 1001-01, 991-8.. OL RM';' LLJ /;4 . . .. . ......... I REATED FILL (COMPAC FILL a_ TO 95% OF MODIFIED PROCTOR) CL CD A B. F. F. B. F. F. F. F. (ASSUMED) 1 0 0 00 OL Im-o" CU _j I It 7- 00 8`WX8`D CONCRETE FOOTING 5'-4' 31'-4' F.F. (ASSUMED) WITH 00 #50 REINFORCEMENT /A 4- lD It SLOPE F 1 (�F�4 LIJ Cl) CIL! A5 F'r FOUNDATION PLAN 18"WX16"D CONCRETE FOOTING 18"WX16"D CONCRETE FOCHING 12"WX12"D CONCRE I E FOOTING Cj U) Lij r�) _0 /4 WITH (?) #50 REINFORCEMENT WITH (2) #50 REINFORCEMENT WITH (1) #50 REINFORCEMENT LLJ z I'- CQ A SCALE: 1/4" 1'-0" < --I C\�j 0 fl, [If Lij r,0 Q� LL C� 0 a- \0 7-7/7 LJ < C� t L Lu 6 U-j 7 10 (\j L ZE/ W 1`0 (1) #50 VERTICAL REINFORCING Z < E ILL CMU CELL SOLID WITH r, C15 E EF ILL 2 CONCRETE AT 48' O.C. MAX 00 (TYPICAL WHERE SHOWN) _j �D LLJ LLJ -_7 Z LL a- L_ _j Z_ 48"X46" GONG. PAD SCANNED 7- V-4' IT-13" 15'-7' 101-21 91-61 11-4 31-0, 111-10, ------------- BY 15'-0' 70'-4' 16'-2' St. Lucie County A 1 6'-10' 108'-4' 40`x40" GONG. PAD SHEET 6 OF7 -DRAWN By- DANIEL FRECHETTE Ism 11=11 Nmni.4 W.dr h 170 N.."WimlVeladly0aph) 131.7 7=k,�dt7. c Eftd..a =, a Rd tb.. �..d t 16 t.d.4w.0 , ft S a.4V� 16h .Rwfu t M b. Rf a )-tn) 20.0 VOMA W 81.0 Ehwdi-9L_9&(ft) 10&7 R-fSk" (.U) a ch) too Et7 Ifi V"9 ICOO Win d1oad catc.c om,:,I. YowWindcwtoSucce�s ASCE 7-10 Version 8.0 2003 - 2013 0- Building Permit Edition Wind Load Program 6 MyTLYINGWINDLOADFOR: ZONE OPENING aWATWN 0�) %*W711 WIND UNGIN LOAD DESIGN INFORNIkTION EFFECMT VANDARF-k 040 N�W.dt,o.dpr�. MAXIlaw POSMT PIRESSUIRE(P-0 Wxn" NEGATME PIZESSURE4.4 N;A N.,A N/A N�A NA N)A NA NA N'/A 1 4 4 6.0 so 48 36.1 -39.5 1A 4 95 6.0 2.7 16 38.9 -423 2 4 4 60 6.0 36 36�8 -402 1 z 2A (OMMM) 0 3 5 4 16.0 8,0 128 33 5 -40.5 4 5 4 4.5 6�O 27 37.6 -48.6 5 4 4- 4-5 6.0 27 3'�6 4LO 0 6 5 4 4.5 _7 6.0 27 37.6 -48.6 7 4 _11 8.0 21 382 -41.6 8 4 4 4-5 5.2 23 379 -413 9 4 4 1-6 3.3 5 402 -43.6 10 4 4 3.2 5 2 17 38.8 -42.2 11 4 4 3.2 5.2 17 388 -42.2 12 5 4 45 52 23 37.9 -493 13 5 5-0 8.0 40 1 36,5 -465 14 4 4 4-0 6.0 24 1 379 -413 15 4 4 40 6.0 30 373 -407 16 4 4 4-0 60 24 379 -41.3 11 4 4 160 9.0 144 332 �36.6 18 4 4 40 6,0 24 379 -413 19 4 4 5�0 6.D 30 373 -40.7 20 4 4 4.0 6.0 24 37-9 -413 21 4 4 6.0 &0 48 361 1 -39�5 22 5 4 27 8�0 21 382 -49.8 23 5 4 1.6 33 5 40.2 -53.8 z 24 5 4 16 33 1 5 402 -518 0 9 25 4 _4 �2 5�2 17 38.8 -422 26 4 4 3.2 5.2 17 38�8 -42.2 2-, 4 4 - 3-2 5.2 17 -118.8 _42�2 28 4 4 12 5,2 17 38,8 422 19 4 4 3 2 5.2 17 389 -42.2 30 4 4 23 33 8 402 -43.6 31 4 4 17 &0 21 382 41.6 32 5 4 4.5 6.0 Z7 37.6 -48.6 33 4 4 --4.5 6�O 27 37,6 -41.0 34 5 4 4.5 6�O 27 37.6 -48.6 35 5 4 160 8�0 128 33-5 -40.5 36 4 4 6�O 36 36.8 402 36A (G'vff=) _-6.0 STUCCO EXTERIOR FINISH LEFT ELEVATION SCALE: 1/4'2=1'-011 SCALE: 1/4"zl'-011 CONCRETE TILE ROOF NOTE: COORDINATE ALL FINAL BEARING HEIGHTS WITH FINAL TRUSS LAYOUT PRIOR TO CONSTRUCTION STUCCO EXTERIOR FINISH 11 00 LI THE MAIN WIND RESISTANCE FOR THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2014 FLORIDA RESIDENTIAL BUILDING CODE 5TH EDITION AND LATEST ADOPTED SUPPLEMENTS TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM WIND SPEED OF 170 MILES PER HOUR, EXPOSURE "C" STRUCTURE. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH THE 201A FLORIDA RESIDENTIAL BUILDING CODE 5TH EDITION AND LATE ST ADOPTED SUPPLEMENTS TO I WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM WIND SPEED OF 170 MILES PER HOUR, EXPOSURE 'C" STRUCTURE 1. ULTIMATE WIND SPEED � 170 MILES PER FOUR/NOMINAL WIND SPEED � 131 MILES PER HO 2. WIND IMFORTANCE FACTOR = I / BUILDING CATEGORY = 2 / ENCLOSED (FULLY) 3. WIND EXPOSURE � EXPOSURE "C" 4. INTERNAL PRESSURE COEFFICIENT: + 0.18 0.18 5. COMPONENTS & CLADDING: + 40.2 PSF 53.8 PSF REVISIO. ALL DOOR AND WINDOW UNITS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS (WHERE APPLICABLE) THIS STRUCTURE HAS BEEN DESIGNED AS A FULLY ENCLOSED STRUCTURE. THIS STRUCTURE IS LOCATED IN A WIND-BORNE DEBRIS ZONE PER FLORIDA BUILDING CODE. GLAZING PROTECTION (IMPACT GLASS AND/OR HURRICANE SHUTTERS) IS REQUIRED TO BE INSTALLED. TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, THE FOLLOWING PLANS COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE 2014 FLORIDA RESIDENTIAL BUILDING CODE 5TH EDITION AND LATEST ADOPTED SUPPLEMENTS I a 1&� 4[ 1 1 v L., C_" v DESIGN CRITERIA V III t - EVZ NO T'rS THESE DRAWINGS WERE PREPARED WITH THE ASSUMPTION THE CONTRACTOR /OWNER BUILDER IS KNOWLEDGEABLE OF COMMON CONSTRUCTION PRACTICES. FULLY ENCLOSED 2, THE CONTRACTOR/OWNER-BUILDER SHALL REVIEW DRAWINGS FOR ACCURACY AND INTERPRETATION, WIND SPEED 170 MPH ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS PRIOR TO CONSTRUCTION. 3. THE FOUNDATION PLAN SHALL BE VERIFIED BY THE EXPOSURE C CONTP4,CTCR/OWNER-BUILDER TO CORRESPOND WITH THE FINAL ENGINEERED TRUSS LAYOUT. BUILDING TWO (2) DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. C4TEGORY DO NOT SCALE DRAWINGS -REVISIONS- ISSUED: 1-26-16 4� 9-15-16 (COJNT� COMMENTS) 12-6-16 1-31-17 ID LU (D '0 c\j (D < 0 LO [If K) -�j >_ 0 < < LU Of 02 T a� y y < _j LU IL < LLJ < U a_ �- LL LIJ 0 @j 1:3 E ED U CL LLJ U z 0 U U) LLJ L 1_1 I I I LLJ 0 LLJ cf) U < ry _J ry z 0 < 0 57 ry _j CL ILL Lo C) co LLJ c- < - 0 00� UL f-, LF) 0 Lc) co L_1 v) Lo VD LL1 Z �L r-- C\� 2� - a < LL = ::::) c� OD #:z 0 LL �r) 0 0- \0 UL __j _j < 0� Lj C) - < C\� `0 Fh 0 LL LLJ --I Y_ LL CL _j A I ET SHE I OF 7 L FDRAWN By DANIEL FRECH TTE El no RIGHT ELEVATION SCALE: 1/4"=l'-011 CONCRETE TILE ROOF ElSTUCCO EXTERIOR FINISH 00 OD REAR ELEVATION SCALE: 1/4"=l'-011 1. THESE DRAWINGS 2. THE CONTRACTOR/OWNER-BUILDER SHALL REVIEW DRAWINGS FOR ��CCUR4CY AND INTERPRETATION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DES;GNERS PRIOR TO CONSTRUCTION. 3. THE FOUNDATION PLAN SHALL BE VERIFIED BY THE CONTRACTOR/OWNER-BUILDER TO C3RRESPOND WITH THE FINA! ENGINEERED TRUSS LAYOUT, DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. DO NOT SCALE DRAWINGS -REVISIONS- 11A 6_ 1() 1-31-17 Lil cn C:7, r,- % n CD < 5D) 0 W C) < < < Lu CL < LL < a- -- Li- LU 0 El E�l E E:l ED 0 El CL III u �7 0 u z 0 Li 7 LLJ LLJ 0 c� m cl H u LLJ < I n0000' --i ry 0 < 0 LL 57 CL cl) 00 U-i CL 0 -,1 FrL") Lr) c\j u LL < 0 Lu r) q 0 2— \0 --i L'i �i —j < 0� LLJ or, ILL c� — c\j < CD r-- LLJ LL LL D- A2 SHEET 2 OF 7 -DRAWN BY- DANIEL FRECHIETTE —REVISIONS- 69'-4' 32'-2' 6'-10' 9- 15 -16 �CDLJN- Y CO. MMENTA 9'-41 17'-0. 12'-7' 8'-7- 6'-7' 1, 8'-7' GONG PAD 14'-0' 12-6-16 2431, T'S El /3\ 1-31-17 H. B. UEMPERE LEI ........ 0 ml 10 0 0 2880 EXT. 0 0 LLJ WH ii P- -5 c) 30'0 CSMN' F 3050 CSMN'T 3050 CSMN'T 3050 CSMN'_I 3050 CSMN T 1 (1) #50 VERTICAL REINFORCING 0 F\j ':� CD 29 El E AND FILL CMU CELL SOLID WITH CONURI: I z A I 48'O.C. MAX S 1 Lo STEEL B (TYPICAL WHERE SHOWN) c\j — 4060 CSMN'1 LL 01 n z Is NJ BATH #2 1 0 0 JIM U L F LAT CLN G < >_ Kj 5'-10" co < m 4'M F- — 7 4' 4' 4' < 111-01 A u 4' 7'-4�' 3 _1�1 111-01 26'-6' < LIT < --- LL LLJ - — — — — — — — — — — — — — - 1 01 4'-4' 5' 10' 13'-4- X 41 El U0 I Ay. _4 LL 4' m I z I �u cu LTORAGE 60 0 oti _j No F2 Ll B _7� 1 3 E cu --------- - FEE EDROOM #4 1 268 PKT.Zr 7� FLAT CLN'G PL4kYROOM �U DROOM #5 BEDROOM #2 F__ < L _J 11'-/� FLAT CLN'G 11 -4" FLAT CLN'G ------ �o ll'-4' FLAT CLN'G GARAGE #1 1 < BATH #3 (o I l'-L P AT CLN G [1'-4" FLAT CLN'G (A F F.) cu ED 0 < z --------- �o Ln L�Ar 4' 4' ATTIC STORAGE �o LINE 01 I I //�_ 62'X�8"X,�"D NICHE '4 " 288 13 2'-2' 1, LWITH I OP AT 7 I.-E --- --------------- 7— u---------- 11 2880 8'�O� �j 11 2880 PK I. (_j PED� 91-01 F1 3'- 6' 21-81 L 7'-3' 1, 1, z X �1 Lc) SINK 72`xIA'D FXD. GLS ABI)VE 72 RWIl FXD CLS ABOVE zr T1 FRAMF BEARING WALL W/ ;j Ll' �1 -4' j UPPER CABINETS FLED CABINETS I 2N4' I NO. 2 SPF. STUDS 6 4' 1' A, h O.c MAX SPACING 2680 9'-5�' 2880 S C. 4060 CSMN'T 3'-6' -6' 1, 5'-0' L (TYPICAL WHERE SHOWN) ��V. — 2880 ID < El 2080 ---- ----- I ------------- (2) 2"x4" STUDS 4' 4' EL POT F I I r" "", i 1i --- I ", ,,, , ___j F ID 1 1 4'-4' Ej LL 11, B. c) Dsw_ 1 �o TRUSS-C I I TRUSS-Cl it it--- I u 11 2�1 1 CU PANTRY 16/GX8/0 O.H.O 1 0 111 ��N V71TH HANCE WITH — — — — — — — — — — — — — — — — — — — 286 EXT, ICRO, ABOV HOOD ABOVE 2080 W H.S. 0 I El !TRIJSS-H7A 16'-5j' 1 u 1 (2) 308C EX_ 2'-0' 3'-7�' 3'-6' 3'-6- 12'-4' 7 1 3-3, 0 '11 811j, —11 2'-8' 4' 7'-4' 11 Y-4*, 6'-10' 11-01 1 o I in (2) 2"x4" STUDS KITCHEN I TRAY CLNLG FROM W-4` TO 12'-4" I Is I. DINING ll'-4" FLAT CLN'G z NO I p 1 ----- 7FI u 0 0 S-1 m cu COVERED PORCH 11'-� FLAT CLN'G (A.F.F El 111-01 6'-7' ZD PRE -CAST CONCRETE LA7EL BEAM W/00 NOOK #50 REINF, AND (1) COURSE OF 8"x8`XI6" in m K-4" FLAT CLN'G ------------------------------ 3'-10' 1, 2'-0' LINTEL BLOCK W10) #50 RENE. AND FILL 8"X16" CMU COLUMNS I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SOLID W/CONC. (TYP. AT ENTRY PORCH) < -ITYPICAL AT COVERED PORCH) 5060 FXD. — — — — — --- — / — — — _J1 TRUSS-C4 16"W RAISED BAR \-SOFFIT WITH CABINETS AT 36" ABOVE F.F ABOVEISLAND TOP OF CMU AT 18' 8" A F F ('YPICAL WHERE SZA) — — — — — — — — — — — — — — - �O /5\ EE 04060 FXD TRUSS-05 T7 — — — — — T7 — — — — — TT — — — — — - 1 1 1 1 1 1 LLJ 5'-10' 2 MIN. 1-3/8" SOLID CORE 11-01 11-01 5 20 MINUTE FIRE RATED >_ 0 AA DOOR EOUIPPED WITH SELF CLOSING DEVICE CMU WALL HATCH LEGEND FOYER LEO F :CM:U _j L_ _j L_ _j 15�" FLAT Ct N G ATTIC ACCESS PANEL ::W:A:L::L AT 10'-0" A.F.F. r' ND < 20 cu 101-2j' 0. LLJ Go Li LLJ OR ATTIC STAIR ENCLOSURE co 4'-S' 3'- 5'-4- —1 F____F F — — — — 1-0, 11-01 MUST HAVE 4 20 MINUTE TOP OF CMU WALL AT 17�-4`A.F.F. 24J-111. 2'-8' 5'-101 FIRE RATING (TYPICAL), L -------------------- i 1 L '3\ I I J-1 0i --JL====j r--- �M[NIMUM 24" BEAM AT PORCH I -':W ___F F > W10) PRE -CAST CONCRETE LINTEL F F F BEAM W/0) #50 REINF. AND (1) COVERED PORCH [F-4" FLAT CLIN'G (A.F.F.) ROOM COURSE OF 8`x8'xI6" BLOCK AND I (1) COURSE OF 8"xXxIb" LINTEL K. I GREAT W/00 #�O REINF. AND FILL ALL LL zo TRAY CLN'G FROM ;o AND COURSES SO[ ID WITH CONCRETE ll'-4" TO 12'-4" I A� MINIMUM 28' BE V DOOR 31-10, 2'_ 24"X24" CMU COLUMN (TYPICAL AT COVERED PORCH) H) in cu W/0) PRE -CAST C ETE LI TEL F: __J L _j L_ _J L__ (TYPICAL AT ENTRY PORC NOIE: cu cu BEAM W/0) #5 R I N (1) EI COURSE OF B'X8"XI " BIL CK COORDINATE ALL FINAL BEARING HEIGHTS WITH (1) COURSE OF 8'X4' 16* BLOC AND AREA TABULATION (10-27-15) (1) COURSE OF 8'x8'xl6" LINTEL BI FINAL TRUSS LAYOUT PRIOR TO CONSTRUCTION W10) #50 REINF. AND FILL ALL CELLS z AND COURSES SOLID WITH CONCR y: 4152 SQ.FT. LIVING T� u 30"x48'x8'QN]CHF STUDY \E1 GARAGE #1 600 SQ.FT. WITH TOPA7 T4 I F-L." FLAT CLN C 4 665 SQ.FT. 6�6_y� 4'-2 4'-8- T-0' 5'-4' 1,011, HT 13'-0' GARAGE #2 -21 4'-EJ� I I ENTRY 100 SC.FT. I I PREFAB. VENTLESS AJI COVERED PORCH 145 SQ.FT. 4' GAS FIREPLACE L4_� FRAME BEARING WALL W1 2"X�" NO. 2 SPF. STUDS p I I n 6662 SQ.FT. p S-1 AT 16" O.C. MAX SPACING 0 7'-4' _4' Lu 0 TOTAL (TYPICAL WHERE SHOWN) S-1 Lj N��U s I H.B — — — — — — — — — — — — — — — — — — — u < W-41, 121-10, 5060 FXD. 4 0 111111111111 0 0 mm IS 16/Ox8/0 O.H.D. on 4060 FXD. �2'x48'x, u NICHE n000e —j ___�WITH TOP AT 7 4`-�8' 11 1 1 4 0 1 0 6' 1 El El L L I I 4 /� — — — — — — — — — — — — — — If 7'_* 4'-10' L 8-31 5'-8' ED El 241-11' Sol INS 11 1 11 o < < W. 1. C. 4' 4060 CSMN'T ID-4' FLAT CLN'G 2 2 F 7 G < 2'-4' 5'-4- 2 -4' _j 15'-0' EL c) cu Zr Ln j ED c� I 'tiL _j — — — — — — — — — 1 31'-4' Co 13 14 2080 f �50'NIW SEAT AT 16"H 2880 PIKT. FOAM DOME DETAIL ___Lj Ln 0 Sir 1 0 A_Jmj (2) 2W EXT. M. BEDROOM 0' "�ENTR z I CL T RAY CLN G FROM 11'-4' TO 12'-F R: CA) STEEL BOLLARD LLJ M. BATH AC� 2880 PKT. FLAT CJ N'G cu z cu LLJ GAFR/�GE #2 (U ll'-4" FLAT CLITG zwo L �W'* 16"X24'HX3"D NICHE []7 LL Ln _Lj r'- Dr) 0 co Lu f) Ur) M-) 0 zo 81 48"xl4" SEAT AT 16'H LINE OF ATTIC STORAGE LLJ je� r'- % 4' ,D LE < -_7 u — 1 11 3'-7�' G'_o' u') 9'-4' fD f -4 F 101- 20, 4' W. 1. C. LLJ �o L ----------- El a- \D _J WIT �E LL < 1__� — _j _T < 1 0 56"x72" TUB STEEL BOLLARD _j < 00 IS - — — — 1 11 tcc 0 Il'-4' FLAT CLN'G —1 0 0 #5 VERTICAL REINFORCING 1r) -------- L CMU CELL SOL. ID WI I H 0 0 0 0 m 0 0 0, 0 E (AND FOL 4060 CSMN'T a j � m E AT 48" 0. C, MAX T �rll �5 SIT _j E] -L — S-1 (TYPICAL WHERE SHOWN) ILL LL 3050 CSMN'T 5050 CSMN T 1834 CSVN'T 77 El TEMP./OBSCURED ------ 4 Z: E' 288 tEX 0 T 2 0 STEEL SOLLARS 4060 NCSMNI 4 4 7 3' 0 IL �2880 — — — 4' 4060 CSMN /T 2 E] T=870 E x 7 'x, 22 CA TERI jS11WN1 L YE AT c �N G < 2'-8- B �j L CE AM ABO E ONCR IN 0 ENE A D 6 0 AND X K PREFAB VENTI G AS F R PLAC, : N_j A ED cn El S-1 IS El 2880 EXT FILF PY 15'-7' 101-21 f 9'-6' 18'-4' L-4 3'-0' 111-101 FLOOR PLAN- A 5 1 6'-10' 15'-0' 1� SCALE: 1/14" 7 1 -0" CUF- rT nF: 7 108'-4' (2) #5 REINFORCING IN TI IE BEAM (I IN TOP, I IN BOTTO 25"x25" #5 CORNER REBAR (2) #5 REINFORCING IN DE�1-1 0 IN TOP, I IN BOTTOM) g -U-J 125"x25" #5 CORNER REBAR WN ROD WITH 10" HOOK IN FILLED CELL DOWN TO FOOTER STEPPED LINTEL DETAIL N. T. S. STUCCO NOTES EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM C 926. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM C 1063. WHERE CEMENT PLASTER IS TO BE APPLIED TO LATH OVER FRAME CONSTRUCTION, MEASURES SHALL BE TAKEN TO PREVENT BONDING BETWEEN THE CEMENT PLASTER AND THE WATER -RESISTIVE BARRIER, A BOND BREAK SHALL BE PROVIDED BETWEEN THE WATER -RESISTIVE BARRIER AND THE CEMENT PLASTER CONSISTING OF ONE OF THE FOLLOWING: 1. TWO LAYERS OF AN APPROVED WATER-RESISTANT BARRIER MATERIAL; OR 2. ONE LAYER OF AN APPROVED WATER-RESISTANT BARRIER OVER AN APPROVED PLASTIC HOUSE WRAP; OR 3. OTHER APPROVED METHODS OR MATERIALS APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. R602.9.1 I-LAMI:: SHHEAU INDEX WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 WINDOW AND DOOR BUCK INSTALLATION (MASONRY) MASONRY TAP -CONS PAF'S PDN'S WOOD SCREWS ROUGH OP'NG, BUCK TO HEAD AND JAMB WNDW. TO BUCK, UP TO 81-01 3/16' @ 16' O,C, .145 R 8' D.C. .120 Ra 6' D.C. # 8 @ 12' D.C. i TO 10'-0' 3/16' @ 12' O.C. 145 @ 6' D.C. .120 @ 61 D.C. # 8 @ 81 D.C. 10'-0' TO 12'-0' 3/16' R 8' O,C. .145 @ 4' D.C. .120 @ 4' D.C, # 8 1 6' D.C. 12'-0' AND BEYOND BY DESIGN BY DESIGN BY DESIGN BY DESIGN plm;q LEGEND H H PAF = POWDER ACTUATED FASTENERS A H CMU HEAD DR JAMB PDN = PNEUMATICALLY DRIVEN FASTENERS TAP -CON OR PAF NOTES, MAINTAIN 3' EDGE CLEARANCE FOR PAF'S H ',eFl EMBED PAF'S 1.25' MIN, INTO CMU OR CONC. 6w� V X P.T, BUCK STRIP EMBED TAP -CONS 1.50' MIN. INTO CMU OR CONIC. WOOD SCREWS LARGER MAS. OR WOOD SCREWS MAY BE SUBSTITUTED NOTICE- FOAM SEAL AT ALL BUCKS, WINDO WS AND DOORS NOTE, IF DOOR/WINDOW BUCK IS LESS THAN 1-1/2' DOOR/WINDOW MUST BE ANCHORED THROUGH JAMB INTO THE STRUCTURAL SUBSTRATE NOTE, WINDOWS AND DOORS SHALL BE ANCHDRED PER MANUFACTURERS SPECIFICATIONS FLASHING NOTES R703.8 Flashing. Approved corrosion -resistant flashing shaP be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture wRh the building wall with a sealant complying with AAMA 800 or ASTM C 920 Class 25 Grade INS or greater for roper joint expansion and contraction, ASTM C 1281, AAMA 812, or otherapproved standard as appropriate for p the type of sealant. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion - resistant flashings shall be installed at all of the following locations: TABLE R301.2(l) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND sNoW WIND DESIGN SEISMIC DESIGN SUBJECT TO DAMA GE F OM MNTEI 4 DESIGFI�Ulil ICE B= DIE NT1 R FLOOD AIR 1FRFFZIM+lNNUAL EAN Spapqtd'�Tapograpthi c LOAD fro artifacts CATEGORY'Weatli Frmostlinedepth eFfnits' TEMP' REQUIRED' HA7-ARDS9 INDEX' TEMPI INA See Fig� R 301,2(4) NA Negligible NA HVer,,, 'a NA NA NA R302.10.1 FLAME SPREAD INDEX INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR - PERMEABLE MEMBRANES WITHIN FLOOR/CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACE AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX OF 450 WHEN TESTED IN ACCORDANCE WITH ASTI E 84 OR UL 723 CABINETRY NOTE: CABINET LAYOUT SHOWN AT KITCHEN, BATHROOMS, AND ANY OTHER LOCATIONS ARE DIAGRAMMATIC ONLY. COORDINATE FINAL CABINET DESIGN W/OWNER/BUILDER PRIOR TO ANY FABRICATION/ INSTALLATION TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot) USE LIVE LOAD Uninhabitable attics without storageh 10 Uninhabitable attics with limited storageb" 20 Habitable attics and attics sewed Willi fixed stairs 30 Balconies (exterior) and decks' 40 Fire escapes 40 Guardrails and handrai[Sd 200�, Guardrail in -fill connponents4 50, Passenger vehicle garages' 503 Rooms other than sleeping room 40 Sleeping rooms 30 Stairs 40c TABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS -FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION TRIBUTARY LOADED AREA IN SQUARE FEET FOR ANY STRUCTURAL MEMBER 0 to 200 201 to 600 Over 600 ROOPSLOPE Flat 1.�s than 4 Inches per 2D 16 12 fool (1 3) Rise 4 Inches per foot IT 3) to 16 14 12 less then 12 inches per foot (1.1) Rise 12 inches per fool (1 1) 12 12 12 and greater NOTE: COORDINATE ALL ROUGH OPENINGS FOR EXTERIO R DOORS AND WINDOWS WITH MANUFACTURER'S SPECS. TABLE III METAL FLASHING MATERIAL GAGE MINIMUM WEIGHT THICKNESS (Ibs per sq MATERIAL (INCHES) GAGE ft) Copper 0.024 1 (16 Cz) Aluminum 0-024 Stainless steel 28 Ga Ivanized 26 26 steel 10179 (zinc coated G90) (zinc coated G90) _41-uminum 26 26 zinc coated D.0179 i alum (AZ50 steel zinc) 'glum Z nc Zinc alloy li 11-ead 2.5 (40 oz) Painted te Me 1.25 (20 oz) TYPICAL MASONRY/RLIEF EAVE FLASHING DETAILS N. T. S. CONCRETE TILWE R 300b. FELT PAPER 1 SECONDARY WATER ON NOMINAL 19/32' UN31011 SIMPS13N STRAPS AT EACH TRUSS (SEE CLINNECT13R SCHEDULE> (SEE ELEVATIONS FOR ROOF PITCH) METAL DRIP STRIP 71/2' 2'x4' SUB -FASCIA CEILING BOARD 13VER Ilx3' FURRING STRIPS AT 12' D.C. MAX I- STUCCO S13FF VARIES IS (MOISTURE RESISTANT) SEE E LFV : _ ATIONS ELEVATIONS PRE -CAST CONCRETE LINTEL BEAN 1_WAV #50 ROME. AND (1) C12URSE OF B'xB'X16' LINTEL BLOCK WICD ll #50 REINI AND FILL SOLID WITH CONCRETE NOTE, SEE ROOF ZONE NAIL SCHEDULE ER71SEE ON SHEET 'A7' FOR DECKING FASTENERS 4 S NOTE- D.C. #4*LSHANK E NAILS AT 6' EDGES AND 6' D.C. IN FIELD u. W > 24'x24' CMU COLUMN It 50 VERTICAL REINF13RCING As IIffLLAT2LM1N�CtNNW&— CMU EXTERIOR FINISH (SEE ELEVATIONS) 4' CONCRETE SLAB W/FIBERMESH FIBERGLASS STRAND REINFORCING (MIN. 1.5tlos. PER CUBIC [IN 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED AND TERMITE TREATED SOIL 141 APPROXIMATE 8' <MIN.) I I -_ H I tit 42'x42'xI6'D CONCRETE FOOTER—_ WITH <4> #50 REINF, EACH WAY 16' 7� #50 REBAR W/10' HOOK AND 251 14114111,�M LAP W/VERTICAL— to REINFORCE G TYPICAL ENTRY PORCH SECTION N. T. S. 4-1 4' - - 4 4 17' Iik= Ell B'WxB'D C13NCRETE FOO1i WITH (1) #50 REINFORCING FOOTER DETAIL "Fl" N.T�S, SLIMED) 100`01 F.F. (AS 9'-S' B.F.F. 4' 7. 7, . �ilr i 18'Wxl6'D CONCRETE FE30TER---/ WITH (2) #50 REINFORCING FOOTFR DETAIL "F4` N.T.S� PROPOSED RECESSED SHOWER AREA TO BE BUILT APPROX FIN FIER APPROX. GRAD�E '. I I , S'WxS'D CONCRETE FOOTING WITH (1) #50 REINFORCING <CDNT,) TIT (TYPICAL AL13NG INTERIOR SEE FOUNDATION PLAN PORTION OF RECESSED SHOWER AREA) FOOTING DETAIL "F3/' N. T. S. R38 BLOW-IN 1/2' CEILING BOARD 2'x- NO. 2 SPF TOP PLATE CONTINUOUS 1/2' DRYWALL EACH SIDE (PAINT AND FINISH) 3-1/2' BA�j INJOULIATION gF1 NWtLL— CAVITIES R UND RD FIN (WHERE REQUIRED BY OWNER> 2'x- NO. 2 SIPE STUDS AT 161 D.C. E?CTJ�t;' *Fb1T' AS REQUIRED BASE TRIM AS SELECTED BY OWNEiR—_, FLOB%N&AS SELECTED BY TYPICAL INTERIOR WALL SECTION NON LOAD BEARING WALL PARTITION WOOD STUD FRAME CONSTRUCTION TRUSSES NOT SHOWN FOR CLARITY NOTE, SEE ROOF ZONE NAIL SCHEDULE ON SHEET 'S-l' FOR DECKING FASTENERS] NOTE- �A HhTHJiZE�It�L R&ESHANK NAbLS AT 6' D.C. ON EDGES AN 6' D.C. IN FIELD EXTERIOR FINISH (SEE ELEVATIONS) 111 50 VERTICAL REIN RCI�GF,, I CTN1 RE #50 REBAR W/10' HOOK AND ry6% LAP W/VERTICAL PiN BOND (SEE EUEVVT DNS FOR I HEADER HEI TS) MINIMUM R5 INSULATION 1/2' DRYWALL I'xR' PT FURRING STRIP 4-1 20'WxIB'D CONCRETE FOOTER WITH (2) #50 REINFORCING TYPICAL 17'-4" BLOCK WALL SECTION CONCRETE TILE ROOF EVER MINIMUM 301 FELT PAPER (IF REQUIRED) OVER — SECONDARY WATER INTRUSION BARRIER ON NOMINAL 19/32' CDX SHEATHING PRE-ENGINEERED WOOD TRUSSES SPRA A F13AM INSULATIO ZL\ SIMPSON STRAPS AT EACH TRUSS (SEE CONNECT13R SCHEDULE) (SEE ELEVATIONS FOR ROOF PITCH) METAL DRIP STRIP 2'x4' SUB -FASCIA STUCCO SOFFITS /3\ - NOTE, SEE ROOF ZONE NAIL ON SHEET 'S-I' FOR NOTE- YAILL�I�IATP�,*cl AND 6' D.C. INTIELD 3YNA�LSHANK N NA 6' OC ON DOES EXTERIOR FINISH (SEE ELEVATIONS) PRECAST OR POURED SILL 4' CONCRETE SLAB W/FIBIERMIESH FIBERGLASS STRAND REINFORCING (HIM 1.5lbs. PER CUBIC ON 6 M�L VAPOR BARRIER OVER CLEAN, WELL COMPAC ED SOIL APPROXIMATE GRADE #50 REBAR W110' HE k5 b�Ien LAP W) E;NP N I8'WxI61D C13NCRETE WITH (2) #50 REINEF 1/2' CEILING BOARD N. T, S. SEE COURS &M RS OF 8'x8',0 I, J�� FLOCK WE H (1) #50 R ME RCIN ELEVS, EACH COURSE AND FILL WITH CONCRETE C%& CONCRE R J.E ii R AND IND C�5RWGISSE�JNLESS NOTED (SEE ELEVATIONS FOR HEADER HEIGHTS) /2' DRYWALL xR' PIT FURRING STRIP IINIMUM R5 INSULATION 'Aff F_ EEI" 6.. TYPICAL 10'-0" BLOCK WALL SECTION CONCRETE TILE ROOF 311 FELT PAPER UF SECONDARY WATER IN1 ON NOMINAL 19/321 CI PRE-ENGINEERED WOOD A3 �D N, T. S. (SEE ELEVATIONS FOR ROOF PITCH) METAL DRIP STRIP 1/2' CEILING BOARD 2'x4' SUB -FASCIA OVER I'x31 FURRING STRIPS AT 121 D.C. MAX VARIES (MOISTURE RESISTANT) STUCCO SOFFIT SEE ELEVS. NOTE, -MINIMUM 24' BEAM AT P13RCH SEE ROOF ZONE NAIL SCHEDULE A WAD PRE -CAST ONCRETE LINTEL 'S-I' 12N SHEET FOR DECKING FASTENER Z BEAM W/0) #50 EINF. AND (1) Z COURSE OF B'xS' 16' BLOCK AND NOTE, (1) COURSE OF S'xB'xl6' LINTEL III W/G) #50 REINI AND FILL ALL CELLS EW R NkLMW WITH 1�0SR��6 91 0. . _ANDCOURSES �SOLID =0NCRETE AND 6' C. IN FIELD � 8'46' CHU COLUMN EXTERIOR FINISH (SEE ELEVATIDNI # 50 VERTICAL REINFORCING AS INDICATED ON PLAN AND FILL CMU CELL SOLID WITH CONCRETE 41 CONCRET5 SLAB W/FIBERMESH FIN STRAND REI FORCING (INIMUM 1,51tios. Ei I E CUBIC YARD), ON 6 MIL VAPOR BARRE R OVER CLEAN, WELL COMPACTED SOIL F.F. (LIVII APPR13XIMATE GRADE - 4' A3 6- �VARIES �<SEE FOUiDATION PLAN) 16' 16, 450 REBAR W/10' HOOK AND 25' MINIMUM LAP W/VERTICAL REINFORCING TYPICAL REAR PORCH SECTION N.T'S. Wit I ff HE V" a NOTE: DRAWINGS INDICATES APPLIED EXTERIOR FINISH OVER APPROVED WATER BARRIER OVER WOOD FF MEMBERS. OWNER IS RESPONSIBLE TO INSTALL ALL REQUIRED SEALANT, FLASHING, ETC TO MAINTAIN WATERPROOF BARRIER TO PREVENT MOISTURE INFILTRATION INTO STRUCTURE OWNER IS RESPONSIBLE FOR PERIODIC MAINTAINANCE AND UPKEEP OF EXTERIOR APPLIED FINISH TO MAINTAIN WATERPROOF INTEGRITY TO PREVENT DAMAGE TO INTERIOR COMPONENTS -REVISIONS- 12-6-16 UL ur) C�r '0 - C� 0 V) 0, 1 N C� 0 _:t < 0 1 --t _1 to [if _J N - `0 LL LTJ H-0 < U� < CO ILLI X Of _J Z < __J Lu LL a- < Lu < Z U ILL EL LL U-J @J El 0 F-I El ED ED E] Z C10 EL LIJ U 0 U Z 0 Lij U LLJ LLJ LLJ C/') < 0 0 L_ < l- Z < 1 LL Ln 00 Lij a- < 0 _zl LLI 0� Lr) 0 U-) 75 LLJ ND i LiJ Z (\J 3� — < % = NO LL_ V) 0 3� LL_ 0 C) IL �0 LLJ _J __J < O� Lu 3: L- C) Z < — Fl� 0 3: 6 Z Q _J LLJ 1 -.1 LL o- A4 SHEET 4 OF 7 -DRAWN BY- DANIEL FRECHETTE TYPICAL SPI ANCHOR TYPICAL HETA20 STRAP 0 L-6 L-4 L-� L-5 E L-1 L-9 /�XI_714 '3� L H-1 2 L-11 FL - 115 Imm L-6 L-4 L-3 L-5 L-1 L-9 L -14 �3\ FL-15 L R-1 2 L-11 -�\\EL :15: SAF = GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4mm"110pm SAF E LOAD - POUNDS PER LINEAR FOOT ______.TYPE, 8U8 8FB-08 81`12-013 SF16-OB 8F20-08 BF24-DE SF28-08 BF32-OB 8FB-18 81`12-19 BF16-1B SF20-19 SF24-IB BF28-9 8F32-IB 2'-10'(34� PRECAST 2231 3069 4605 6113 7547 $974 10394 11809 3069 _T 60 6113 7547 8974 10394 11809 1 S-6- (42') PRECAST 2231 3069 3719 5163 6507 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") (VE&D 1966 2561 2751 3820 4890 5961 7034 8107 1891 4605 6113 7547 8974 10394 11809 4' PRECAST (48"') 1966 2561 2751 3820 1 4890 5961 7034 8107 T_ 693 605 "05 1 T 6113 7547 8974 10394 11809 4'-6- (54') PRECAST 1599 1969 2110 2931 3753 4576 54DO 6224 2189 4375 6113 R4360 7547 8672 10294 111509 5!-e (641 PRE= 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 7342(1 8733(ty, 101271 5'-10' (70� PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 360 7168(40 6036(w) 7181 (w 8328 W-6- (781 PRE= 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 1039" 8825 7'-6- (90� PRECAST 743 loll 1729 2632 2205 1 2698 3191 3685 1011 1729 2861 3898 1 5681 8467 6472 9'-4- (112') PRECAST 554 599 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705(M 6390 10�-6-(126') PRECAST 475 5135 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643M 4754(,) 11'-4- (136� PRECAST 362 '98 582 945 1366 1846 2423 3127 4006 582 945 1366 1 w 242� 3127 4006 12'-0* (144') PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1 1684 2193 2805 3552 13'-4"(160") PRECAST 296 471 755 1075 1428 1 1838 2316 1 2883 471 765 1075 1428 1 1838 2316 1 2883 1 14'-0- (168') PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8- (176-) PRESTRESSED N�R, NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 15'-4"(1841 PRESTRESSED N,R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4- (208� PRESTRESSED N-R. NR NR NR NR INR NR NR 300 548 950 1 1326 1609 1849 2047 19'-4� (232') PRESTRESSED N,R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4- (256-) PRESTRESSED N.R, NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22--0- (264') PRESTRESSED N.R, NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0' (288� PRESTRESSED N.R. 1 NR NR NR NR NR NR NR 250 450 654 854 1092 1222 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4041RIWI-0111m SAFE LOAD - POUNDS PER LINEAR FOOT -1 YP ff�-lll BF12-IT 8Fi6-1T 8F20-ITIBF24-IT SF28-IT 81`32-1T 8F8-2T 8Fl2-zr sm-2T 20-'T BF20-2T 8F24-2T SF28-2T 8F32-2T -LENGTH 2'-10-(34-) PRECAST 1972 3173 4460 5747 5747 7034 8321 9608 1972 3173 4460 5747 57J 7 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 569 4569 5591 6613 7636 1 1569 2524 3547 4569 569 5691 6613 7536 4'-0- (48') PRI (AECESSED Urfa) 904 2192 3079 3,366 3966 4853 5740 6627 t363 2192 3079 N66 �66 39 4853 5740 6627 4'-0" (48� PRECAST 1363 2192 3C179 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6- (54� PRECAST 1207 1940 ZM4 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5-4- (641 PRE= 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5'- 10' (70� PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 *3 2894 3295 3897 4498 W-60 (781 PRECAST 835 1340 1880 2419 2959 1 3498 4038 835 1340 lmo 2419 2959 3498 C38 7'-6" (90� PRECAST W) 1021 1634( 21(12(1 2571( 3039t, 3508 727 1166 1634 2102 2571 3039 3508 9'-4" (1 12� PRECAST 591 680 1133cm 471 1811(1 2494(, 5-91 851 1316 1705 2084 2463 2842 10'-6- (126') PRECAST 530 552 914 lla5 1458(1 1732(,v, 2007 (,g 530 6156 11113 1526 1865 2204 2544 36") PRECAST 4 IM 798 (K 1034 m 1272tm 1510" 1749(, ;�4� I 599 1028 1422 1 17Z8 2053 2,369 12'-0* (144") PRECAST 470 mil 441 723 (A 936 Ile 1151tu 1366(tiq 1582 (,s 470 1 U3 9211 1349 1649 1948 2247 60") PRECAST fig 373 606 " n 783 (m 962(l 1141 1321 426 455 770 1145 1444 1718 1993 14'-Om (1681 PRECAST 384 346 559 723 04 j[q67l 887 m 1052ftq 1218 A K418 410 420 709 1050 1434 0 1694 19 14'-8' (176") PRESTRESSED 239 323 519 3 823(,, 976 p 1129 246 390 655 M m 1324 16250 1874(, 15'-4- (184') PRESTRESSED 224 302 1 405 626 (t; 767 (tj 909 it 1052(, 230 364 609 897 12.24 (d 1562v 1801 it 17'-4* (20B") PRESTRESSED 167 255 404 520 637 ad 754 it 872 (t: 192 3D3 500 732 993 (aA 12681, 1470(, 19'-4- (232� PRESTRESSED 162 222 347 (it 4469 50 ijA 646 (u 746( 166 261 424 616 831 1057 1225 21'-4- (256') PRESTRESSED 142 198 306 in W 480(,, 567 1, 654 142 230 369 531 713 903 10461, 2f -0- (264� PRESTRES SED 137 192 295 to 378 Ig, 461 (,, 545 (it 629 (1 137 P17L5�j 354 5m 681 861(o 997 v 24'-0- (288.) PRESTRESSED 124 267 341 416 it 566 124 1 200 1 316 480 600 756 (,2 875 it THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. TYPICAL SP2 ANCHOR TYI-,CAL SP4/6/8 ANCHOR TYPICAL HTS20 STRAP TYPICAL CONNECTOR DETAILS TYPICAL HUC HANGER L-101 L-101 WOOD lod NOTE - IF SPACE BETWEEN STRAP AND TRUSS EXCEEDS I-LIV, ABANDON STRAP AND INSTALL CD SIMPSON HTSK20 STRAP WITH (4) 1/4.OxZ-1/4't TITEN FASTENERS AND CIO) 10d NAILS EACH 1=17 NOM THIS REPAIR IS FXCEPTABLE FOR ALL TRUSSES WITH A KAX UPLIFT OF 1175# UPLIFT MISSED STRAP REPAIR DETAIL NOT TO SCALE I YHICAL H I SM20 STRAP N. T. S. BF16-1B/1T BF24-1B/1T LINTEL SECTIONS N. T. S. 01o"LlBoillo IUAI IUN= I ENGIN IPRODUCT OES III stwo recast cwar* WvWs *sVW to be williell w MW to f" a empasite MW�ed bm uft carcrete money wilts IMATERIALS I • PC r p*cast bms c m psl . Carwete morry W& fm per AM C90 I" 4om we area • PC 8' Vubleiised, V wml 12' vecut lkk%s - 60 pal cwMs*e st"*t = M pd • Pc 4' Wecast [Intels - = 0 . Rebw w AM AO Gmde 60 • &vA w ASTM C476 f'q - 30 N w/ m*m Prestilesft strand per MIN M16 Grode 2n law rvlaxaft 3/8 Ird *Wepte ad 8 to R Ird sU* 7/32 Inch *e per ASTM A510 III per AM C270 Type IN ar S IMENERAL NO t flr�* ftit wtar head ad bed *ts Cmst4�qlac:e araviv my be pvv&d b, cwpaslte Untel h Bru of 2. Share fill WA& as re*ed carlavu murry wft 3. Installatim OF MW mst cwoy vith rdI % Safe tcad m*gs based an m1I dI aratysis per AD 318 ard AD 5N w&w staew� c1mvings a "W *MV419 NOW Duw Comty, nw* NK 0-06m 4 NhtAs are mra*cbxvd ft 5-112 ft in wtd" *4 D-WMU Raft Certificate oF Rockict Pliprovat intes FLOB. @* to accalvatte wticat ced reWwdng vd vwftThe exterior mfow of &fWs Installed! In exterlar canuiete morry rdLs 5 Refenext the CAST-M Load DeRectIm D* skg t4w a m*9 of stwo apidel In Karcarce ft ASTIR C926 kv,dwe fm *M dI Wwmtlm w atiff apirwnd =*q & I Field added! rebar tD be lacated at tile bottmMILIntet; Laaded dmattmWy ft vertical (pvIty w 41110 vd hwtmtd OF (ITM MvIty. (14*19) Wit shmild be &mdW fm the cw&*d Laaft oft the 7. 7M Inch damete, *a s*t4*s ar, voled tD the bottwitadmN eqatbm steel fall whar" vdatile. IDWW 1A SAFE LOAD TABLE NOTES L AU valms ksed m *km 4 hch m" tewinD & Im cmPaSlte thW W#h nDt Shm, " safe taid fm Exceptim Safe lode far mFkd bads Fwt be P tal"d mxt low Kvit by 20 X IF kViV leMth 15 Ito 014116-112 h*& % Far WU kngft rat Om use safe bild few 2. %R. = tht Rated, next b9nt 191190% I Safe imck " %fullipsed domble It A safe toods Ill oft of wx& per War facyt 4. Safe tods build m Gm* 40 m Gmde 60 fled rebar. I K safe laads basell im 91 R"wied spa I Ad*tI (at" Icad capacity m be obtained by the 12.Thrmwilae In ft faventliesh; hkates the permt redwilan desorw by wovft willklami relinfarcol As-" allave far p* 40 fleld added rel the precut BRA See Rel Dill all POW 4, Dwo 7-6- WM Type BFIE-11 safe pft kmd = 6472 (15) & Ow 17 rdar my be olesthtted fw tva 15 rebars h 8' W& 0*. M redoctlan -) 6472 W Of 7. The dpsow my tvaW camcentalated bids fm the oft toad tWes by OdW&*o tle N*m ressling mwt led shem at dlamy frvel the face OF stgait PRE ENGINEERED TRUSSES (SEE TRUSS LAYOUT) SIMPSON HTS20 STRAP —AT EACH TRUSS SIMPSON SP4 ANCHORS AT 32" O.C. MAX/INSTALL BEARING POST BELOW TRUSS FLOOR PLAN) -WE STUD BELOW TRUSS FLOOR PLAN) NOTE: UNLESS NOTED ON ARE I POST SIMPSON SP4 ANCHORS AT 32" O.C. MAVINSTALL SEE FOUND4,TION PLAN FOR FOOTING DETAIL "CC" (GENERAL DBL. STUD/POST FRAMING) N. T. S. -REVISIONS- AN N/A 12-6-16 1-31-17 LL C) 'D CD < c\j LL 0 < u < CC, to r,0 LIJ 0� = [if U _j T j x < LL CL < LUJ < CL LL Lu 0 0 1:1 0 ED (_j z CL LLJ u 0 u LLJ cl� I I I LLJ LLJ 0 u LLJ < _j 0 < < __j IL Lc) cf) f (D CC) LLJ < 0 -_j D�� LLJ 0� Lc) 0 U-) U) LL r) Lo LIJ = r,- < c\j 0 Lu �0 ry LL. 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LUCIE COUNTY BUILDING DIVISION REV19WED FOR 00'M!p0E REVIEWED By r4r-Aly, DATE f- / PLANS -AND PtRMIT MUST BE KEPT ON JOB OR t'O INSPECTION WILL BE MADE LEFT ELEVATION SCALE: I/4"=I'-0" 'ZINCEALED FASTENERS OR ATTACHYENj� ARE THE RESPONSISILN OF THE CONTRACTOR OF RECORD SCANNED BY St. Lucie County /00� - 6 q0) STUCCO EXTERIOR FINISH 1 14 1 L_ "_ 16- v I A I I SCALE: 1/4"-l'-011 O'HAGIN "S" STYLE VENT (TYPICAL WHERE SHOWN)-\ CONCRETE TILE ROOF A2 NOTE: COORDINATE ALL FINAL BEARING HEIGHTS WITH FINAL TRUSS LAYOUT PRIOR TO CONSTRUCTION F=_1 STUCCO EXTERIOR FINISH ATTIC VENTILATION CALCULATION REQUIRED ATTIC VENTILATION IS T!� SO. FT. OF THE TOTAL CEILING SQUARE FOOTAGE. BASED ON AN APPROXIMATE CEILING SQUARE FOOTAGE OF 6662 SQ. FT. A TOTAL OF 44.4 SQ. FT. OF ATTIC VENTILATION IS REQUIRED. OWNER/ BUILDER SHALL INSTALL CONTINUOUS VENTED SOFFIT WHERE SHOWN PROVIDING +/- 33.9 SO. FT, OF VENTILATION. OWNER/ BUILDER SHALL ALSO INSTALL (16) O'HAGIN "S" STYLE VENTS PROVIDING +/- 2.72 SQ, FT. OF VENTILATION, TOTAL PROVIDED VENTILATION = 44.78 SQ. FT. EXCEEDS THE 44.4 SQ. FT. OF VENTILATION REQUIRED. NOTE: CALCULATIONS FOR SOFFIT VENTILATION IS BASED ON A VENTED SOFFIT PROVIDING 7.53 SQ. IN OF VENTILATION PER SQ. FT. NOTE: CALCULATIONS FOR OFF -RIDGE VENTS IS BASED ON A O'HAGIN "S" STYLE VENT PROVIDING .68 SQ. FT, OF VENTILATION PER VENT. k - I THE MAIN WIND RESISTANCE FOR THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2014 FLORIDA RESIDENTIAL BUILDING CODE 5TH EDITION AND LATEST ADOPTED SUPPLEMENTS TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMU�d WIND SPEED OF 170 MILES PER HOUR, EXPOSURE "C" STRUCTURE. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH THE 2014 FLORIDA RESIDENTIAL BUILDING CODE 5TH EDITION AND LATEST ADOPTED SUPPLEMENTS TO WITHSTAND THE WIND LOADS AS SOCIATED WITH A MINIMUM WIND SPEED OF 170 MILES PER HOUR, EXPOSURE 'C" STRUCTURE I . ULTIMATE WIND SPEED = 170 MILES PER HOUR/NOMINAL WIND SPEED = 131 MILES PER HOUR 2. WIND IMPORTANCE FACTOR = I / BUILDING CATEGORY = 2 / ENCLOSED (FULLY) 3. WIND EXPOSURE = EXPOSURE "C" 4. INTERNAL PRESSURE COEFFICIENT: + 0.18 0.18 5. COMPONENTS & CLADDING: + 40.2 PSF / - 53.8 PSF ALL DOOR AND WINDOW UNITS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS (WHERE APPLICABLE) THIS STRUCTURE HAS BEEN DESIGNED AS A FU_1_Y ENCLOSED STRUCTURE. THIS STRUCTURE IS LOCATED IN A WIND-BORNE DEBI�%IS ZONE PER FLORIDA BUILDING CODE. GLAZING PROTECTION (IMPACT GLASS AND/OR HURRICANE SHUTTERS) IS REQUIRED TO BE INSTALLED. TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, THE FOLLOWING PLANS COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE 2014 FLORIDA RESIDENTIAL BUILDING CODE 5TH EDITION AND LATEST ADOPTED SUPPLEMENTS DESIGN CRITERIA GENERAL NOTES 1. THESE DRAWINGS WERE PREPARED WITH THE ASSUMPTION THE CONTRACTOR/OWNER BUILDER IS KNOWLEDGEABLE OF COMMON CONSTRUCTION FULLY ENCLOSED PRACTICES. 2. THE CONTRACTOR/OWNER-BUILDER SHALL REVIEW DRAWINGS FOR ACCURACY AND INTERPRETATION. WIND SPEED 170 MPH ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS PRIOR TO CONSTRUCTION, EXPOSURE C 3. THE FOUNDATION PLAN SHALL BE VERIFIED BY THE CONTRACTOR/OWNERLBUILDER TO CORRESPOND WITH THE FINAL ENGINEERED TRUSS LAYOUT. ECATEGORY BUILDING TWO (2) 4. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. DO NOT SCALE DRAWINGS Tell LL LO '0 C3, r, C\J C) _j LL r, 0' E0 < )': < (\j (\j E '� LU 0� _j U LU LUL < CL < LEI < LOE U_J n (I- F_ LL 09 F\j E] E3 E3 E3 E3 E3 E:1 13 CL LL] U z 0 U H I LLJ 0 �7 I LLJ U ry 0 LL C/) U-1 _j z 0 z _j CL Ln 00 LL Q < 1� N 0 _�T Doe LLJ cl� �n 0 >_ r'- Rj U U) Uj Lf) I,0 ULJ Z C\J Co < C1 % H__ E LLJ 0 LL_ q (:) a- \6 U.-J -J < '0 Lu CS z < r-- 0 ��: CD 0 Z C� r� _j ULI ULJ _7 LL CI_ /\ I SHEET I OF 7 DRAWN Y DAMIEL F 8'HETTE RIGHT ELEVATION SCALE: 1/4"=l'-011 U HA�) IIN �3" �� I YLL VIzN I (TYPICAL WHERE SHOWN) CONCRETE TILE ROOF SFUCCO EXTERIOR FINISH Z�, co REAR ELEVATION SCALE: 1/4"=l'-011 O'HAGIN "S" STYLE VENT LM-- GENERAL NOTES 1. THESE DRAWNGS WERE PREPARED WITH THE ASSUMPTION THE CONTRACTOR/OWNER BUILDER IS KNOWLEDGEABLE OF COMMON CONSTRUCTION PRACTICES. 2. THE CONTRACTOR/OWNER-BUILDER SHALL REVIEW DRAWINGS FOR ACCURACY AND INTERPRETATION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS PRIOR TO CONSTRUCTION. G. THE FOUNDATION PLAN SHALL BE VERIFIED BY THE CONTRACTOR/OWNER-BUILDER TO CORRESPOND WITH THE FINAL ENGINEERED TRUSS LAYOUT. 4. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. DO NOT SCALE DRAWINGS -REVISIONS� 777N//� Z�j 12-6-16 LL, 'o 0 co, ("i 0 < 0 < >: m < Lu Of 02 K) —�r) = ae 7: y < Lu < ULJ < 'E u 0- H- LL Lu 0(3) El E:l CL Lli 0 Li ry L-i Li Lij 0 cf) LLJ o < 0 57 ry Ln (D 00 ULJ a- - 0 Q� U-j o u u� U-1 f�-) Ln Z rl — < LL- 2� 0 Fl� LLJ V") LL C� 0 EL �0 LU --J _j < C? ILL U- < U5 0 LLJ LL .. 3 Z LL- a- -/\ 2 SHEET 2 OF 7 F7DRAWN BY- DAEL IRECHETTE 'LAN m on -REVISIONS- =7 15-16(COUNT COMMENTS) Zj� 12-6-16 LU No V) C\J 0 N CD < �) I 0 <1 L0 x _� c\j — K) U_ r, 01 Y 0 < >- F\� F� L� < No K) LU lkf W LL u CL < LJ < � Ln EL F- LL LLJ 0 0 ED E:l E�:] E:l z CL 0 0 C/) 0 LLJ LLJ z 0 z LLJ m u LLJ 0 __j CD 00 U-i Q LL Of LL ::D 0 LU r�D 0� 0- \0 LU _j < LU �j LL Z r-- V5 0 LU LU --I LL_ a_ A5 SHEET 3 OF 7 -DRAWN BY- DANIEL FRECHETTE 4 (2) #5 REINFORCING IN TIE BEAM --\ 0 IN TOP, I IN BOTT( 25"X25" #5 CORNER REBAR e=�MIIIMM m ILE FORCING IN T IN BOTTOM) 2,-0./ L-25"X25" #5 CORNER REBAR �2DOWN ROD WITH 10" HOOK IN FILLED CELL DOWN TO FOOTER STEPPED LINTEL DETAIL N.T.S. STUCCO NOTES EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM C 926. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM C 1063. WHERE CEMENT PLASTER IS TO BE APPLIED TO LATH OVER FRAME CONSTRUCTION, MEASURES SHALL BE TAKEN TO PREVENT BONDING BETWEEN THE CEMENT PLASTER AND THE WATER -RESISTIVE BARRIER. A BOND BREAK SHALL BE PROVIDED BETWEEN THE WATER-RESSTIVE BARRIER AND THE CEMENT PLASTER CONSISTING OF ONE OF THE FOLLOWING: Two LAYERS OF AN APPROVED WATER-RESISTANT BARRIER MATERIAL; OR 2. ONE LAYER OF AN APPROVED WATER -RESISTANT BARRIER OVER AN APPROVED PLASTIC HOUSE WRAP; OR 3. OTHER APPROVED METHODS OR MATERIALS APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. R602.9.1 FLAML SPREAD INDI;X WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 WINDOW AND DOOR DUCK INST ALLATION (MASONRY) MASONRY TAP -CONS PAF'S PDN'S WOOD SCREWS ROUGH OP'NG. BUCK TO HEAD AND JAMB WNDW. TO BUCK. UP TO 8'-0' 3/16' @ 16' D.C. 145 @ 8' D.C. .120 12 6' D.C. # 8 @ 12' O.C. 8'-0' TO 10 /-0# 3/16' @ 12' D.C. .145 @ 6' D.C. .120 @ 6' D.C. # 8 @ 8' O,C. 10`0' TO 12'-0' 3/16' @ 8' D.C. .145 @ 4' D.C. .120 @ 4' D.C. # 8 @ 6' DC. 12'-0' AND BEYOND BY DESIGN BY DESIGN BY DESIGN I BY DESIGN LEGENDi 1311310:114 F� PAF = POWDER ACTUATED FASTENERS H H PDN = PNEUMATICALLY DRIVEN FASTENERS H H �CMU HEAD OR JAMB TAP -CON OR PAF NOTESi MAINTAIN 3' EDGE CLEARANCE FOR PAF'S EMBED PAF'S 1,25' MIN, INTO CMU OR CONC, EMBED TAP -CONS 1.50' MIN. INTO CMU OR CONC. V X P.T. BUCK STRIP LARGER MAS, OR WOOD SCREWS MAY BE SUBSTITUTED WOOD SCREWS NOTICE- FON4 SEAL AT ALL BUCKS, WINDOWS AND DOORS NOTE, IF DOOR/WINDOW BUCK IS LESS THAN 1-1/21 DOOR/WINDOW MUST BE ANCHORED THROUGH JAMB INTO THE STRUCTURAL SUBSTRATE NOTE, WINDOWS AND DOORS SHALL BE ANCHORED PER MANUFACTURERS SPECIFICATIONS FLASHING NOTES R703.8 Flashing. Approved corrosion-resIstant flashing shall be applied shingle-fashlon in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C 920 Class 25 Grade NS or greater tor proper joint expansion and contraction, ASTM C 1281, AAMA 812, or other approved standard as appropriate for the type of sealant. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion - resistant flashings shall be installed at all of the following locations: TABLE R301.2(l) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW WNDIDESIGN I SEISMIC DESIGN SUBJECT TO DAMAGE FRO M WINTER DESIGN ICE BARRIER UNDERLAYMENT FLOOD 111 AIR IFREEZINGIAMNNUAL EAN Sperad"ITTOP0 reptile LOAD (mph) 99catspihIc I effia CAIEGOR Y�e athering'lFrast line depthb�ermite` TEMFP' REQUIREW A7J 1 NA See Fig. R301.2(4) NA I Negligible I NA I NA I NA I NA I I tHea'vly R302,10.1 FLAME SPREAD INDEX INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPCIR- PERMEABLE MEMBRANES WITHIN FLOOR/CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACE AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX OF 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723 CABINETRY NOTE: CABINET LAYOUT SHOWN AT KITCHEN, BATHROOMS, AND ANY OTHER LOCATIONS ARE DIAGRAMMATIC ONLY. COORDINATE FINAL CABINET DESIGN W/OWNER/BUILDER PRIOR TO ANY FABR CAT ION/ INSTALLATION TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot) USE LIVE LOAD Uninhabitable attics without storageb 10 Uninhabitable attics with limited storage' 9 20 Habitable attics and attics sewed with fixed stairs 30 Balconies (exterior) and decks' 40 Fire escapes 40 Guardrails and handI 2000 Guardrail in -fill components' Passenger vehicle garages' 502 Rooms other than sleeping room 40 Sleeping rooms 30 Stairs 40c TABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS -FORCE PER SQUARE FOOT OF HORIZONTAL PROJEC71ON TRIBUTARY LOADED AREA IN SQUARE FEET FOR ANY STRUCTURAL MEMBER ROOF SLOPE 0 to 200 201 to 600 Over 600 Flatof riselewthen4inchespei 20 16 12 foot (1.3.) Rize 4 Inches pw foot (i �3) to 16 14 12 1112 inches per foot (11A) Rise 12 Inches per fool (1 1) 12 12 12 and greater R38 BLOW-IN 1/2' CEILING BOARD 2'x4' NO. 2 SPF TOP PLATE CONTINUOUS d! 1/2' DRYWALL EACH SIDE (PAINT AND 2'x4' NO. 2 SPF STUDS AT 16' U I 'TP,.'I7L6N" RE UIR 1) BASE TRIM AS SELECTED BY 0' ;�OFJNSAS SELECTED- CEILING BOARD INSTALLED G GARAGE CEILING INSULATION INSTALLED INTERIOR FRAME WALL I 13N WALL 3ARAGE FINISHED FLOOR TYP, INTERIOR FRAME GARAGE WALL SECTION NOT TO SCALE NOTE: COORDINATE ALL ROUGH OPENINGS FOR EXTERIOR DOORS AND WINDOWS WITH MANUFACTURER'S SPECS. TABLE R903.2.1 METAL FLASHING MATERIAL GAGE MINIMUM WEIGHT THICKNESS (Ibs per eq MATERIAL (INCHES) GAGE ft) Copper C-D24 1 (16 oz) Aluminum U-024 Stainless steel 28 Galvanized steel 0.0179 26 (zinc coated G90) 26 (zinc coated G90) Aluminum 26 26 zinc coated 0.0179 (AZ50 alum (AZ60 steel zinc) alum zinc) Zinc alloy 0.027 Lead 1 2.5 (40 cz)' Painted terne 11,26 (20 oz)l TYPICAL MASONRY/1300F EAVE FLASHING DETAILS N. T.S, CONCRETE TILWE ROOF OVER MINIMUM 301.b. FELT PAPER (IF REQUIRED) OVER — SECONDARY WATER INTRUSION BARRIER ON NOMINAL 19/32' CDX PLYWOOD PRE-ENGINEERED WOOD TRUSSES MINIMUM R30 INSULATION (OPTIONAL OVER NON LIVING AREAS) SIMPSON STRAPS AT EACH TRUSS (SEE CONNECTOR SCHEDULE) (SEE ELEVATI13NS FOR ROOF PITCH) METAL DRIP STRIP -4 2'x4' SUE -FASCIA ALUMINUM SOFFIT (OPTIONAL VINYL) E' SEET S ROOF E NAIL SCHEDULE N EE �M FOR DECKING FASTENERS NOTE YAK IQJA�E �Ak R�N�� K NAILS AT 6' D.C. 21 DaIN AND 6' O.C. IN F1 LD 24'x24' CHU EXTERIOR FINISH (SEE EUEVATIOI 14' +/- APPROXIMATE GRADE 8' !J;VJ'x16'D CR 4) #50 #50 REBAR W110' 22' MINIMUM LAP R INFORCING TYPICAL ENTRY PORCH SECTION 4. 4' 4- 4. IF... . ... 8'Wx8'D CONCRETE FOOTER WITH (1) #50 REINF13RCM FODTER DETAIL OF1'y N. T. S. 5 1 SEE FOUNDATION PLAN----� FOOTING DETAIL "F3// R38 BLOW-IN 1/2' CEILING BOARD 2'x- NO. 2 SPF Top PLATE CONTINUOUS 1/2' DRYWALL EACH SIDE (PAINT AND FINISH)— &I/1T1EJATT�NJyULNA1TIRN INItW4GALL-- V FO ROOF (WHERE REQUIRED BY OWNER) 2'x- NO. 2 SPIF STUDS AT 16' O.C. fh�5;' A UIRED BASE TRIM AS SELECTED�BY OWNEFZ—,N-,-, ��OI AS SELECTED______N\ 66 1/2' CEILING BOARD OVER I*x3' FURRING STRIPS AT 12' D.C. MAX (MOISTURE RESISTANT) #50 REINF. AND WITH CONCRETE N. T. S, IM -0 F,F. CASSUMED) '-(r B.F.F. 4' 12, '. I8'WxI61D CONCRETE FOOTER---/ WITH (2) #50 REINFORCING FOOTER DETAIL `F4# N.T.S, —PROPOSED RECESSED SHOWER AREIATO BE BUILT V_ APPROX FIN FLR (D CD T 8,W 8.� Cl 8'Wx8'D CONCRETE FOOTING WITH (1) #50 REINFORCING (CONT.) (TYPICAL ALONG INTERIOR PORTION OF RECESSED SHOWER AREA) TYPICAL INTERIOR WALL SECTION NON LOAD REARING WALL PARTITION WOOD STUD FRAME CONSTRUCTION N. T. S. NOTE, TRUSSES NOT SHOWN FOR CLARITY 1NOTO SEE ROOF ZONE NAIL SCHEDULE 13N SHEET 'S-I' FUR DECKING FASTENERS] NOTE- 'A�LSHANK R� NAILS T 6' 11.11� DGES AND 6' O.C. IN IELD EXTERIOR FINISH (SEE ELEVATIONS) # 50 VERT§A�REIN ORCING A I N 11) C WHI CWNCRF E 4' C13NCRETE SLAB W/FIBERNESH FIBERG,�Ass STRAND REINFORCING (MIN. 1.5Lbs. PER CU I IC' ON 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED SOIL 50 REBAR W/10' HOOK AND 2jl*Mff8JA LAP W/VERTICAL— BEAM) WA%&IjEV1A(T19NS F13R H S) MINIMUM R5 INSULATION 1/2' DRYWALL I'x2' PT FURRING STRIP 4'J_ IrM111 TP WITH (2) #50 REINFORCING .0 20'VxIS'D C12NCRETE FOOTER TYPICAL 17/-4/ BLOCK WALL SECTION CONCRETE TILE ROOF LIVER MINIMUM 30tb. FELT PAPER (IF REQUIRED) OVER — SECONDARY WATER INTRUSION BARRIER [IN NOMINAL 19/32' CDX SHEATHING PRE-ENGINEERED WOOD TRUSSES — MINIMUM R30 INSULATION— SIMPSON STRAPS AT EACH TRUSS (SEE CONNECTOR SCHEDULE> (SEE ELEVATIONS FOR ROOF PITCH) METAL DRIP STRIP 2'x4' SUB -FASCIA ALUMINUM SOFFIT (OPTIONAL VINYL) ------ I NOTE. SEE ROOF ZONE NAIL SCHEDULE ON SHEET 'S-I' FOR DECKING FASTENERS] RYNIL L" WK N LS,AT 6' D.C. ON EDV A 6 D.C. IN FIELD EXTERIOR FINISH (SEE ELEVATIONS) PRECAST OR POURED SILL RT TgCA RVIN RC tsyj@ �N MU L WWC0,9'Rr& �1/2' CEILING BOARD VARIES SEE IL ? ELEVS. FLACO EIF ON JF ff fF SE AN F110 1OHNk S, CONCR G%RCADJWIA%RVfNaTrL BPE�W,,J UNLESS NOTED TH I E �SEE ELEVATIONS FOR HEADER HEIGHTS) 1/21 DRYWALL 112 j' —I'x2' PT FURRING STRIP IN � 1171--TIVINININUM R5 INSULATION Z� �2 N.T�S. 4' CONCRETE SLAB W/FIBERMESH FIBERGLASS STRAND REINFORCING (MIN. I.Mbs. PER CUBIC YARD) [IN 6 MIL VAPOR BARRIER OVER CLEAN, WELL C13MPACTED SOIL APPROXIMATE GRADE #50 RUBAR WARI HOOK AND 4' i lLq%LA W/VERTICAL—__ RE tifE 12; 18'Wx161D CI3NCRE7E FOOTER— WITH (2) #50 REINFORCING TYPICAL 10`0` BLOCK WALL SECTION CONCRETE TILE ROOF OVER MINIMUM 300l. FELT PAPER (IF REQUIRED) OVER — SECONDARY WATER INTRUSION BARRIER ON NOMINAL 19/321 CD SHEATHING PRE-ENGINEERED WOOD TRUSSES MINIMUM R30 INSULATION (OPTIONAL 13VER NON LIVING AREAS) SIMPSON STRAPS ATEACH TRUSS (SEE CONNECT13R SCHEDULE) (SEE ELEVATIONS FOR ROOF PITCH) METAL DRIP STRIP- 2'x4' SUB -FASCIA ALUMINUM SOFFIT (OPTIONAL VINYL) SEE ROOF ZONE NAIL SCHE LE CN SHEET 'S-l' FOR DECKIN% FASTENERS NOTE, Yt�H#%I&� A� R N NK NA LS A 6 D.C. Oy A L�. ON D� N AN 6' D.C. IN FIELD 8'xI61 CHU COLUMN EXTERIOR FINISH (SEE ELEVATIONS� # 50 VERTICAL REINFORCING AS INDICATED ON PLAN AND FILL CMU CELL SOLID WITH CONCRETE 4' CONCRETE &AP, W/FIBER SH FIBERGLA�S STRAND REINIF CNG (MIN R 1,51.1os. PER UBIC ON 6 MIL VAPOR BARRIE IRR CLEAN, WELL COMPACTED SOIL APPROXIMATE GRADE� ZL all all N.T.S. "I/V CEILING BOARD OVER I'x3' FURRING STRIPS AT 12' O.C. MAX VARIES (MOISTURE RESISTANT) SEE ELEVS. WOOD BEAM <SEE FLOOR PLAN) A2 J L VIS1011 36'x3&'xI6'D CONCRETE FOOTER-- WITH CB) *50 REINF. EACH WAY 16, #50 REBAR W/10' HOOK AND 25- MINI" LAP W/VERTICAL REINFORCING TYPICAL REAR PORCH SECTION F.F. N.T. NOTE: DRAWINGS INDICATES APPLIED EXTERIOR FINISH OVER APPROVED WATER BARRIER OVER WOOD FRAMING MEMBERS. OWNER IS RESPONSIBLE TO INSTALL ALL REQUIRED SEALANT, FLASHING, ETC TO MAINTAIN WATERPROOF BARRIER TO PREVENT MOISTURE INFILTRATION INTO STRUCTURE, OWNER IS RESPONSIBLE FOR PERIODIC MAINTAiNANCE AND UPKEEP OF EXTERIOR APPLIED FINISH TO MAINTAIN WATERPROOF INTEGRITY TO PREVENT DAMAGE TO INTERIOR COMPONENTS -REVISIONS- �N/A� 4�� 12-6-16 /5\ 10 Lu 0,0 T 0 00, c� r, (\J 0 -1 2 `0 0 [if ILL 1 1 0 --T I LO UU < >_ no < 0 I-, N I,0 K) F 00 _J Y < _j >� Ld < UJU U_ U_ Lu 0 El Z L_ LL 0 V) LLJ Z < 0 Z LLJ LLJ Z LLJ u LU ry _J Z 0 < 0 Li- < Zl Z < Ln (2) 00 LL < [If LLJ 0 a LO 0 — 1:f 0 `1_ L0 >- (\J — 0 Lc) `0 LLJ Z < 0 r1r) C)� LL 0� LLJ 0 C) IL 0 \0 LIJ UJ _J < 0? Z < 0 3�: cf� C�) 0 No Z C LLJ UJ r-- _J LL M OL 4 SHEET4 OF 7 DRAWN BY- DANTL FRECHETTE L-7 L-8 L-6 L-4 L-5 L-5 L-9- L-7 L-8 L-6 L-4 L-5 L-9 L 0 L —I SAFE GFJAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT TYPE BUB BF13-013 OF12-OB SF16-08 SF20-OB EF24-013 BF28-08 SF32-OB 8R-18 81`12-1B 8F16-lB BF20-19 8F24-113 81`28-113 8F32-18 2'-10"(34� PRECAST 2231 3069- 4665 773 7547 8974 10394 118N 3069 4605 6113 7547 8974 10394 11809 1 S-6- (42') PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0' (48') (P4 VESSED L, NTEL) 1966 2561 2751 3820 4890 5961 7034 8io7 1891 4605 6113 7547 8974 10394 11809 4'-0- (48-) PRECAST 1966 2561 2751 3820 1 4890 5961 7034 8107 2693 4605 6113 7547 B974 10394 11809 4'-6- (54� PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 8672 10294 '2" 1 118M 5'-4* (641 PRECAST 1217 1349 1438 1999 2560 3123 �1686 4249 1663 3090 5365 7547 7342(,,) 8733,v, V-10"(707I PRECAST 1062 1105 1173 1631 2090 2549 3009 09 _20� 3470 1451 2622 *360 7168(m) 6036(m) 7181 (is, 73 N3 8328 Cie 6'-6* (781 PRECAST 908 1238 2177 3480 3031 3707 4 3� 501 1238 2177 3480 i 5MI 8360 — 1403389 1 039 725 (1; 7'-6" (90") PRECAST 711 toll 1729 '6' 2 2205 2698 3191 91 3685 1011 172� 2661 38�8 5681 8467(,4) 8467(., 9'-4' (1 12� PRECAST 554 699 1160 1625 2564 3486 2818 3302 1 752 1245 IM3 2564 3M6 4705p 6390 10'-6- (126') PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 47S 1 V-4- (136-) PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0' (144') PRECAST 3,37 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4- (160� PRECAST 296 +71 755 1075 1428 1838 2316 2883 � 471 755 10-5 1428 1838 2316 1 2883 14'-0' (168') PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8'(1761 PRESTRESSED N.R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 IV-4"(184") PRESTRESSED N.R, NR NR NR NR NR NR NR 412 710 1250 1 1733 2058 2320 2513 17'-4- (208� PRESTRESSED N.R. IR NR NR NR NR NR NR 300 548 950 1326 16M T849 2047 19'-4- (2.32') PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 12a2 1515 1716 2V-4_(2W) PRESTRESSED NR NR NR NR NR NR INF? 80 0 340 598 845 1114 1359 1468 22'-C (264") PRESTRE N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0"(288") PRESTRE NR NR NR 884 1092 1222 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4~11,44m SAFE LOAD POUNDS PER LINEAR FOOT TYPE 8F8-lT 8F12-1T 8F16-1T BF20-IT BF24-ITISF25-IT 8F32-IT 8FB-2T 8F12-2T SF16-2T 8F20-2T 8F24-2T BF28-2T SF32-2T 2'-10'(34� PRECAST 1972 3173 4460 5747 7034 K21 9608 1972 3173 4460 5747 7034 8321 9608 S-6� (42� PRECAST i 569 2524 3547 4569 5591 6611 7636 1569 2524 3547 4569 5591 6613 7636 4'-0- (48') PqLAST, (RECESSED UNTEL) 904 2192 3079 3966 4853 5740 6627 _T_ 363 2192 3079 3966 4a53 5740 6627 4'-0' (48� P�ECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 1 5740 6627 4'-6' (54� PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 724 3508 4292 5077 5861 V-4- (641 PRECAST 1046 1632 2290 2949 3607 4255 4924 1016 1632 2290 294 3607 4265 4924 V-10"(70") PRECAST 909 1492 2093 2694 3295 3697 4498 929 1492 2D93 2694 3295 3897 4498 6'-6* (781 PRECAST 835 1340 1880 2419 2959 3498 4038 1 835 1340 1880 2419 2959 3498 4038 7'-6- (90') PRECAST 727 (v, 1021 lt6342102(ig 2571(%M 3039(,, 508 727 1166 1634 2102 2571 1 3039 3508 9'-4- (112� PRECAST 591 680 11330M 1 1471 list 1811 2152�%i 2494 (1M 591 851 32 1326 1 1705 2084 2463 2842 10'-6"(126� PRECAST 530 552 9 1 4 ('tg 1185 1 1458(1 1732l, 2007(, 530 686 1183 1 5 a 1526 1865 2204 2544 1 V-4- (136') PRECAST 474 485 798 jaC 1034 1272o 1510 x 1749 on 494 599 1028 028 1 1 422 1738 2053 2369 12'-0" (144") PRECAST 470 441 723(1 936_1ij4 15 470 1 W 928 1349 _ll5jgiw__l366(tv, 1649 1 M 2247 13'-4"(160") PRECAST 418(4 37Z 1 606(,,) 783 (%) 962 (i,g 1141(1 (A 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 3M 559 (t� 723 fiq 887 (Hm 1062 (IR 1218(tv, 410 420 709 1050 1 1434(4 1694 o) 1954 cr, l4'-8"(176*) PRESTRESSED 239 323 519 (,4 671 g 823(14 976 (,, 1129(141 246 390 655 968 1324 o� 1625(11 1874 (111 15'-4� (184") PRESTRESSED 224 302 485 g 626 g 767 ci4 909 (w 1052 230 364 609 897 1224 1562 (1 1801 (1 17'-4- (208� PRESTRESSED 187 255 404(1 520 (t 637 p 754 �, 872(1 192 303 500 732 993 (5) 1268(1, 1470 19'-4'(2�2_) PRESTRESSED 112 222 347(,, 441 p, 141( W 746 166 261 424 616 831 1057(1 1225 �j 2 V-4" (256') PRESTRESSED 142 198 306(j, 393 (11 480(1 567 (1 654 �ii 142 230 369 531__ 713 0 903 �,s 1046 fit 22'-0" (264") PRESTRESSED 1 137 192 295 fty 378 (ti 461 (1 (iq 629 (it 137 221 3S 08 6861 _545 861 997 24'-0" (2880) PRESTRESSED 1 L,7.' 7 41 �j 491 566 1 2L4 316 1 450 600 (4 756 (14 875 fts THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. TYPICAL SPIANCHOR TYPICAL SP2 ANCHOR TYPICAL SP4/6/8 ANCHOR mill WOOD HERE u NOTE, IF SPACE BETWEEN STRAP AND TRUSS EXCEEDS 1-1/2', ABANDON STRAP AND INSTALL U) SIMPSON HTSMaO STRAP WITH (4) 1/4'04-1/4't TITEN FASTENERS AND (10) 10d HAILS EACH NOTE. THIS REPAIR IS EXCEPTABLE F13R ALL TRUSSES WITH A MAX UPLIFT OF 11750 UPLIFT MISSED STRAP REPAIR DETAIL NOT T13 SCALE v < I.-i cc 1 c wooD - - - - - - - - - - - - - - -- - --------- - L INTEL SCHEDULE TYPICAL HTSM20 STRAP TYPICAL HET420 STRAP TYPICAL HTS20 STRAP TYPICAL HUC HANGER TYPICAL CONNECTOR DETAILS N. T. S. I I Lj c.n 1 5 L J - - - - - - 0 F L- - - - - - - - - - - - - - - - - - - - F - - - - - T7 - - - - - rr - - - - - - - - - - - 11 11 i L - - - - - - J I F- I L J I I L I ILI I J I I L I r - - - - - - i r - - - - - - i F_ L- - - - - - - - - - - w BF16-1B/1T 8F24-113/iT UNTEL SECTIONS N. T. S. L J SPECIFICATIONS E3 ENGIN IPRODUCT DES NO FkffO Prwast Mwett Ittes de*W to be wMed ar Med to f" a anpoft reWarced bm uft =a** ,,y ft IMATERIALS Vc T p*Xatt Wtets 3500 psi C�te amsm" wAs (DID w AM C90 oft *km we Pc r Pwiaessed, V vid 0 pwat Wbgs 6000 ps! cowes*e sbwoK - M Del Pc 4' pw4st BnW - = psi - mar W " " Gmde 0 orlaut per AM C476 f1g = 3DB DO I ft)km - Pre$Ws*g SVVW per ASTH M16 rrocie 270 Im rdmtlm Y8 " qw*gate aw 8 to a bd dulh - 7M kdi *e per ASTM AMC IrENERAL NOTES . Nwtar W CIN C270 Type N ar S L Pm" fW Krear head vid bed J*& Cc�ace cmmlle may be VvMW h cwMb MW ki Cau oF 2. Simr* Med Inte(s as rtq**d oxxtrete �y W& 3. ImMatim of intet mist moy ft vdftecb" 9. Safe bad m*45 based m rataw &Vv "yss per ACI 18 wd AM 54 wwar skirt,4( *6*w. 1A "xt k"als, NW Cecil Cw*, Flaida ft 03-MM 4. U-U"s are muWKUred ft 5-M ft kre; miches abid 0-000A Ftcr* Cerl4fttt Of "W ACCroval MFber FILM erds tD &MV1Dddte "r" Cel "Wffd% "Id WWt*The "Urbr MfdCt OF kW Www h ft*lor Matte Mwty No$ Wewwe tw OMT-CIEW Load MKft Gr* have a =tk oF slarm appled im "cmdwrice vft ASTK C926 Brmh� for lhtd dtflecdan Wortialkm or other Woved =*q 6. Buttam fWd added reW to be loatted at ft bDttM I& Lk"S Waded "IbaffloWy M Yffikc� (gmvfty ar 49t) artal hortrmta, of arw cavity. oalterd) Wads ftid be deded fw 14te mm" tacift oft ft 7. 7/2 kxh &vtw *, s*r4s " *M tD ft boftopfodaft "&*m sk* far mdwiw ardarav, I w ISAFE LOAD TABLE NOTES L At vct�m based m rinim 4 hch mvinat Iteaft & For capeettit W Wts nDt Sim m Safe Laad fm Exorplion Safe loads for wAW WAAS mmt be reckiced rwA ww mw by LO % V " 4mVAh Is Im thart 6-1,12 khm 9. Far &W Wngft not ftm use safe Wed! fm P. Nk = Not Rated rat w9est wqh a Safe Wds are 94w#;md atam" Wd A it safe Ioad; In whs of pu& pr Brew fwt IL Safe Rate; based m &v* 40 ar Grade 60 f*W re1w. IL AD safe INds based m Swy 94pvw span Addliortai (Aturd Wad capa" m be obtak" by the 2 N mrbw it ft wwaiesis hfttn tv wcmt rmcft drs�- by p-ift WdftW reWarced mastery dave far Bit* 40 flaid *Ad rekr. the pwast Cn4eL See ReWomed DPJ an Page 4. Ewo T-e kW Type ra-111 Befe gravity tood = 6472 (15) Oft V rebar my be abstWked far tea 15 roors in 81 kW a*. M rvdxft -) 6472 5501 Of 7. Tf* &sVw may mW coxerAmted Wide fm *w saft W $Wttes by cataAaft twe m*m ressft mcmtem. and shear at &%my ft�ftfacvcf"wt 1 1 -A - - - - - - - - - - - - - - - — — — — — — — — n6v K PRE -ENG INEERED TRUSSES (SEE TRUSS LAYOUT) SIMPSON HTS20 STRAP —AT EACH TRUSS SIMPSON SP4 ANCHORS AT 32" O.C. MAVINSTALL )0D BEARING POST BELOW TRUSS _E FLOOR PLAN) DOUBLWE STUD BELOW TRUSS (SEE FLOOR PLAN) NOTE: UNLESS NOTED ON CONNECTOR SCHEDULE, NO SPECIAL ANCHORS ARE REQUIRED FOR TRUSSES AT POST/DBL. STUD LOCATIONS 2"x— FRAME WALL STUDS (SEE FLOOR PLAN FOR SPACING) SIMPSON SP4 ANCHORS AT 32" O.C. MAVINSTALL SEE FOUNDATION PLAN FOR FOOTING DETAIL "CC" (GENERAL DBL. STUD/POST FRAMING) N. T. S. -REVISIONS- 7Z7N/A 12\ 12-6-16 LL -1 0 C\j (D L0 < ED < CO u (if ui z E b 0- < LLJ < Ln 0- LL LLJ C) E__1 a_ LLJ V) LLJ u C) C) z < LLJ LLJ ;7 z L—A L..j LLJ L - - - - - - - - - - - - - - - - - - - - - - - - < n000e << < ry Lc) CO LLJ 0- < - cc) <p LLJ oyf u;-) 0 — r-, cn Lu 0 Ln LU Of < --I ::::) c� LL H- — #*-, 0 a LL pr) LLJ < 0� LLJ Z < r-- cfi CD 0 r� -i = LLJ Li --I LL CL L_ _j A5_ SHEET 5 OF7 -DRAVVN BY- DANIEL FRECHETTE