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569 Timber Bridge Ln - Permit RES18-0100 (2)MAP SHOWING PL 0 T PLAN OF LOT 159 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67 PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUAL COUNTY, FLA. CERTIFIED T0. TOLL BROTHERS, INC. f- 0 0 -A DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN DRAINAGE EASEMENT 2 REUSE I L WATER L_ METERS D PROPOSED 0 ONCRE N 024'r CURB & GUTTER 15-36 PROPOSED 5' f BRICK PAVER 544± SQ. FT. _ ENTRY WALK EWAY 88.68 FT. L 0 T 1 5 9 B.R.L. fO n (VACANT) M Q A = 1953'40" cv Y DOWN AREA 0 N ORTH AMERICAN VERTICAL v METE .... 47- R/W - RIGHT-OF-WAY 579'4G+OJ"� _. 567 80.24'17-W A F NOTE; P 32.03' M AROUND - FENCE (W) - WITNESS P.I. � EOW TOB SE= PORIMEIERT FENCE OF LOT DATE 01-05-18 FLO A GISTERED RVEYOR MAPPER -_ O d J 1'� --- 10' B. R. o PROPOSED I COVERED T 0 I BRICK PAVER, o PORCH r PROPOSED GAS 1 (8/0, 1 15.0 LINE CONNECTION 1� I I PROPOSED y CUSTOMER � I RESIDENCE 3 I MODEL "CUMBERLAND j w �I W=40.00' f w ��01 N mI o D=76.75 W o MIN. F.F.E.=(11.40) rn o j PROPOSED F.F.E.=(12.70) o I 1 � J 0 1 Cp I fOv 1 � 0;0 I PROPOSED zp v 1 ) I COVERED BRICK PAVER m D o 1 li z o 5� ENTRY v 3 2 REUSE I L WATER L_ METERS D PROPOSED 0 ONCRE N 024'r CURB & GUTTER 15-36 PROPOSED 5' 1.7 1 BRICK PAVER 544± SQ. FT. _ ENTRY WALK EWAY 88.68 FT. TOTAL IMPERVIOUS COVERAGE B.R.L. TOTAL EASEMENT AREA 20' LA A = 52,08' M Q A = 1953'40" TOILET 0 Y DOWN AREA 0 N ORTH AMERICAN VERTICAL v METE 4.0' 47- R/W - RIGHT-OF-WAY 579'4G+OJ"� ~ 4 A SANITARY - FENCE (W) - WITNESS P.I. � EOW TOB SE= "W DATE 01-05-18 FLO A GISTERED RVEYOR MAPPER -_ Cl pow , r 5' 1.7 1 OSED 544± SQ. FT. PAVER 35± SQ. FT. EWAY 88.68 FT. TOTAL IMPERVIOUS COVERAGE B.R.L. TOTAL EASEMENT AREA 20' LA A = 52,08' CHEMICAL A = 1953'40" TOILET 0 CENTER UNE 2 WATER 6. ORTH AMERICAN VERTICAL v METE 4.0' 47- R/W - RIGHT-OF-WAY 579'4G+OJ"� ATUM ,Z1.24• TIMBER BRIDGE LANE (50' RIGHT OF WAY) LOT 159 MODEL "CUMBERLAND" LOT SIZE 10,758± SQ. FT. DRIVEWAY TO R/W 544± SQ. FT. ENTRY WALK 35± SQ. FT. RIGHT-OF-WAY LENGTH 88.68 FT. TOTAL IMPERVIOUS COVERAGE 3,572± SQ. FT. 33% TOTAL EASEMENT AREA 2,673± SQ. FT. --r DENOTES DIRECTION OF FLOW TYPE "B" DRAINAGE ELEVATIONS SHOWN THUS (11.40) WERE TAKEN FROM ENGINEERING PLANS BY TAYLOR & WHITE, INC., DATED 05-15-14 ELEVATIONS SHOWN HEREON REFER TO NAVD OF 1988 TREE SCHEDULE LOT SQ. FT. MINUS EASEMENTS/WETLANDS 8,085 ACRES= 8,085/43,560 0.19 ACRESx40=REQUIRED TREE INCHES 7.6 THE REQUIRED NUMBER OF TREE INCHES WILL BE MET USING 2" DIAMETER TREES. 70% OF REQUIRED PLANTED TREES SHALL. BE CANOPY TYPE, WITH NO MORE THAN 50% OF THE SAME SPECIES. cp APPROVED_ �P 9d6 �;C iV& (41 THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN ON FLOOD INSURANCE RATE MAP 0409 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. LAND S RVEYORS - 3751 SAN JOSE PLACE, SUITE 15 - JACKSONVILLE, FLORIDA, 32257 - 904/279-0088 - LICENSED LAND BUSINESS NO. 3857 Le end _ 5 COV. - COVERED F.F.E. a NISH FLOOR ELEVATION - F ND. FOUND A/C R CONDBIONER SKETCH FOR PLOT PLAN ONLY - DOES NOT REPRESENT OR PURPORT TO SHOW — 4 E'N'T EASEMENT I.D. - DENTIFICATON CONC m CONCRETE P.R.M. ERMANENT REFERENCE BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY MON. =MONUMENT P.T. OIMMOFTTANGENCY ALL I.R. a IRON ROpipD IRON P.C.P. ERMAAENT CONTROL POINT AMERICAN 0 DELTA ANGLE P.C. a DINT OF CURVE CH - CHORD P.R.C. P OINT OF REVERSE CURVE SURVEYORS A - ARC LERADIUSNGTH P.C.C. POINT OF COMPOUND CURVE SURVEY NOT VALID UNLESS EMBOSSED BY SEAL B.R.L - UILDING RESTRICTION OF FLORIDA, (CALC) . CALCULATED F.P.&L.- LORIDA POWER & LIGHT JAMES D. HARRISON, JR., No. 2647 /NC. D) = DEED BUILDERS ENDORSEMENT TYPICAL SIGNED: MICHAEL A. GARRETT, No. 6643 NAME: CURVE DATA Cl DATE: S89'38'53"W CH = 51.82' ALL PAVERS R = 150.00' ALL MEASUREMENTS ESTIMATED A = 52,08' FRONT 725± SQ. FT. A = 1953'40" BACK 150± SQ. FT. THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN ON FLOOD INSURANCE RATE MAP 0409 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. LAND S RVEYORS - 3751 SAN JOSE PLACE, SUITE 15 - JACKSONVILLE, FLORIDA, 32257 - 904/279-0088 - LICENSED LAND BUSINESS NO. 3857 Le end _ 5 COV. - COVERED F.F.E. a NISH FLOOR ELEVATION - F ND. FOUND A/C R CONDBIONER SKETCH FOR PLOT PLAN ONLY - DOES NOT REPRESENT OR PURPORT TO SHOW — 4 E'N'T EASEMENT I.D. - DENTIFICATON CONC m CONCRETE P.R.M. ERMANENT REFERENCE BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY MON. =MONUMENT P.T. OIMMOFTTANGENCY ALL I.R. a IRON ROpipD IRON P.C.P. ERMAAENT CONTROL POINT AMERICAN 0 DELTA ANGLE P.C. a DINT OF CURVE CH - CHORD P.R.C. P OINT OF REVERSE CURVE SURVEYORS A - ARC LERADIUSNGTH P.C.C. POINT OF COMPOUND CURVE SURVEY NOT VALID UNLESS EMBOSSED BY SEAL B.R.L - UILDING RESTRICTION OF FLORIDA, (CALC) . CALCULATED F.P.&L.- LORIDA POWER & LIGHT JAMES D. HARRISON, JR., No. 2647 /NC. D) = DEED (TYPJ TYPICAL MICHAEL A. GARRETT, No. 6643 Pjj - PUT NGVD NATIONAL GEODETIC VERTICAL "=2O' R RADIAL UNE 1 SCALE CENTER UNE NAVD - ORTH AMERICAN VERTICAL / O R/W - RIGHT-OF-WAY ATUM - FENCE (W) - WITNESS P.I. � EOW TOB OINT OF INTERSECTION DGE OF WATER OP OF BANK DATE 01-05-18 FLO A GISTERED RVEYOR MAPPER -_ F. B. x DR. BY BRB DIR, P:\2018\83188-160500-plotplon ORDER N0. 160500 —9 .8 FILE 83188 m r � o N I' OD DO _ D wo D I OD r r > F a m 0� O f�f U �O 7J[13 IA CL (n L, — r r I 1 D ❑ z p, _ N N r r w m�N z 0� N L > C f6 C a] a �5 _W T a) N -:F ,O :� N O ,� a3 N a3 i T O> I--' m L T N p C 'O d m 7 fn 0-0 z 111 Zm O U LU U Z Z ❑ J ❑ L N w f W > ❑ Q ❑ a > v N J O r" K K K W W W z H Z Z z Z W W W U U U c c c 0 0 0 NS4 t40�� N N O O O 6i m m LL LL LL H `O Q O O J LL 0 Z O U W In 16 w a) a' C CM -p N L C .L.. N Co w e 0 C a f6 N C al Oo Z N O 0 F L C C C) O ro L� w d) a m a) U)in W m� N oa a•o �� m w7, a ani °� - ca- E > m• - E2 m W C c a '3 d1 LD 4) 0 0 -0 p� Q p m C: UQJ'�o��p"�" cE��mL> mL as �O r JZ a �a m� o �-o — a) �"C,a;Z = d ai ❑ w o m Q ° m z m a Q n 0° E� m: m 0)8 rn 0,::3 3 E ti� m °' v u0 N o a o� m- O ~ j '22 'n (6 F Q ❑ C] m N 3 Q O c .0 N C a m o L fn @ U () C .d 0) C N U a N ._ C o a: = In Z O �' •�- C o C to w N to r > L > C f6 C a] a �5 _W T a) N -:F ,O :� N O ,� a3 N a3 i T O> I--' m L T N p C 'O d m 7 fn 0-0 (' F'Q` c 'a) a) � m�.@om0 Q(1) Zm d am @� c E N a3 N v ,l a) 2� N O C N @ w _ ar�@mrn aaa)a�@U) v aa) o N in =3 -0 v, .n` N o ❑ Z Z ❑ J ❑ L N w f W > ❑ Q ❑ a > v N J O r" K K K W W W z H Z Z z Z W W W U U U c c c 0 0 0 NS4 t40�� N N O O O 6i m m LL LL LL H `O Q O O J LL 0 Z O U W In S ❑ It r w a F m w o m Q ° m z m a Q c Z Q a U F Q ❑ C] m N 3 Q O D w N a N a to w N to r Z Z ❑ J ❑ L N w f W > ❑ Q ❑ a > v N J O r" K K K W W W z H Z Z z Z W W W U U U c c c 0 0 0 NS4 t40�� N N O O O 6i m m LL LL LL H `O Q O O J LL 0 Z O U W In MAP SHOWING PL 0 T PLAN OF LOT 159 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67 PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLA. CERTIFIED TO: TOLL BROTHERS, INC. r 0 s N U` �i � rn N .w DRAINAGE EASEMENT r TIMBER BRIDGE LANE (50' RIGHT OF WAY) w 0 U� 1 la, ' CJS 1� 1 � cr �Z° 1 M-0 D z xl X7.5 1 J W Q 0 CHEMICAL TOILET v 2 s-7 C3.42! 0 21.24 r- 0 0 niurKozi iq RHnWN HFRFON ARE PER FOUNDATION PLAN LOT 159 o rn y LOT SIZE LOT 1 5 9 1 DRIVEWAY TO R/W (DN (VACANT) ENTRY WALK 35± SQ. FT. RIGHT-OF-WAY LENGTH 88.68 FT. TOTAL IMPERVIOUS COVERAGE 80'24'17" 560 �'5 TOTAL EASEMENT AREA NOTE.PRO 32.03' 1- sW AROUND FENCE A = 52.08' PERIME ERT OF LOT A = 19'53'40" BACK 150± SQ. FT. 25.0 PROPOSED Z ' COVERED o .BRICK PAVER o n PORCH i PROPOSED GAS g.�, 15.0 LINE CONNECTION PROPOSED CUSTOMER I RESIDENCE MODEL "CUMBERLAND W W=40.00' D=76.75 N a� o o MIN. F.F.E.=(11.40) o PROPOSED F.F.E.=(12.70) l ' 0 o � 0 PROPOSED COVERED BRICK PAVER u 5.0' ENTRY 19.2' 13.0' R. 22.0' I 0 17.5 ' 19.8' - PROPOSED I PROPOSED BRICK PAVER BRICK PAVER DRIVEWAY L ENTRY WALK — 0 Maf Q 0 LAY DOWN 2WATESE AREA R METERS CO D O d SSITARY SERVICE ,4.0' CRETD N80'24-1 CURB ]" 7 GUTTER Cl TIMBER BRIDGE LANE (50' RIGHT OF WAY) w 0 U� 1 la, ' CJS 1� 1 � cr �Z° 1 M-0 D z xl X7.5 1 J W Q 0 CHEMICAL TOILET v 2 s-7 C3.42! 0 21.24 r- 0 0 niurKozi iq RHnWN HFRFON ARE PER FOUNDATION PLAN LOT 159 MODEL "CUMBERLAND" LOT SIZE 10,758± SQ. FT. DRIVEWAY TO R/W 544± SQ. FT. ENTRY WALK 35± SQ. FT. RIGHT-OF-WAY LENGTH 88.68 FT. TOTAL IMPERVIOUS COVERAGE 3,572± SQ. FT. 33% TOTAL EASEMENT AREA 2,673± SQ. FT. -- DENOTES DIRECTION OF FLOW TYPE "B" DRAINAGE ELEVATIONS SHOWN THUS (11.40) WERE TAKEN FROM ENGINEERING PLANS BY TAYLOR & WHITE, INC., DATED 05-15-14 ELEVATIONS SHOWN HEREON REFER TO NAVD OF 1988 TREE SCHEDULE LOT SQ. FT. MINUS EASEMENTS/WETLANDS 8,085 ACRES= 8,085/43,560 0.19 ACRESx40=_REQUIRED TREE INCHES _ 7.6 THE REQUIRED NUMBER OF TREE INCHES WILL BE MET USING 2" DIAMETER TREES. 70% OF REQUIRED PLANTED TREES SHALL. BE CANOPY TYPE, WITH NO MORE THAN 50% OF THE SAME SPECIES. C, OD Yyld `lUNITY DEVELOPMENT R 0VE® D r_i BUILDERS_ ENDORSEMENT SIGNED: NAME: CURVE DATA Cl DATE S89'38'53"W CH = 51.82' ALL PAVERS R = 150.00' ALL MEASUREMENTS ESTIMATED A = 52.08' FRONT 725± SQ. FT. A = 19'53'40" BACK 150± SQ. FT. THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN ON FLOOD INSURANCE RATE MAP 0409 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. LAND SLIRVEYORS — 3751 SAN JOSE PLACE SUITE 15 — JACKSONVILLE, FLORIDA, 32257 — 904/279-0088 — LICENSED LAND BUSINESS NO. 3857 —5 Le nd F.F.E. s FINISH FLOOR ELEVATION CDV. - CAVERED A/C AIR CONDITIONER SKETCH FOR PLOT PLAN ONLY - DOES NOT REPRESENT OR PURPORT TO SHOW _ 4 FND. a FOUND I.D. IDENTIFICATION ESM'T EASEMENT p,R.M. • PERMANENT REFERENCE BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY CONC o CONCRETE MONUMENT ALL MON. MONUMENT P,T. POINT OF TANGENCY AMERICAN I.R IRON PIPE P.T. PERMANENT CONTROL POINT I.R. IRON ROD P.C. = POINT OF CURVE SURVEYORS C DELTA ANGLE RR.C. POINT OF REVERSE CURVE CH CHORD P.C.C. a POINT OF COMPOUND CURVE SURVEY NOT VALID UNLESS EMBOSSED BY SEAL OF FLORIDA, A ARC LENGTH B.R.L BUILDING RESTRICTION JAMES D. HARRISON, JR., No. 2647 INC, (GLC.) CCALCULATED F.P•&L'- FLORIDA POWER k LIGHT MICHAEL A. GARREIT, No. 6643 D DEED (TYP.) TYPICAL ((P)) PLAT NGVD NATIONAL GEODETIC VERTICAL SCALE 1 "=20' (R) RADIAL UNE DATUM - CENTER LINE NAVD - NORTH AMERICAN VERTICAL _ 9 DATUM RVEYOR R/W RIGHT-OF-WAY p L a POINT OF INTERSECTION ' -z- FENCE EOW EDGE OF WATER DATE 01-05-18 FL0 A -R GISTERED RVEYOR MAPPER _ B (W) WITNESS TOB TOP OF BANK F. B. DR. BY BRB p/R, P:\2018\83188-160500—plotplan ORDER NO. 160500 FILE 83188 PROPOS CO CURB & RE E, MAP SHOWING PL 0 T PLAN OF LOT 159 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67 PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLA. CERTIFIED TO: TOLL BROTHERS, INC. r 0 Nf 011 rn J N DRAINAGE EASEMENT r o L 0 T 1 5 9 `D N (VACANT) 80'24'17")y N07E; p 32.03' 1- qAROUND ROERIMETsl L IFEN[ OF LOT O Z / PROPOSED 25.0 COVERED o ' BRICK PAVER o PORCH E'110 -- PROPOS 15.0 LINE C01 1' 1 1 PROPOSED CUSTOMER RESIDENCE I MODEL "CUMBERL, w� W=40.00° by _ a;' o D=76.75 w Ci MIN. F.F.E.=(11.z PROPOSED F.F.E.=( IfO N PROPOSE[ f ' COVERED 1 BRICK PAVE ENTRY 19.2 13.0° c 2: � m r 19.E' ' PROPOSED PRC BMC L BRICK PAVER DRI ENTRY WALK � Q 0 2 REDS LAY DOWN WA7'eRE AREA METERS m 0 0 a SANITARY N80-24'1 7-W SERVICE 15.36► Cl 0 LJ� TIMBER BRIDGE LANE (50' RIGHT OF WAY) q4 DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN LOT 159 MODEL "CUMBERLAND" LOT SIZE 10,758± SQ. FT. DRIVEWAY TO R/W 544± SQ. FT. ENTRY WALK 1 RIGHT—OF—WAY LENGTH 88.68 FT. GAS- 3,572± SQ. FT. 337 TOTAL EASEMENT AREA ECTION 1 11 -_ END. FOUND ESM`f EASEM 1 1 1 J1 1-51 — 7-4 CONC m CONCRET. P.R.M.. PERMANENT REFERENCE JD S " MOINT ONUMENT p�•.P. - ACONTROL ALL IRON OE 0 DELTA RAN'XE CH - CHORD PERMANENTOF POINT P.C. Q POINT OF CURVE RR.C. POINT OF REVERSE CURVE AMERICAN A -ARC LENGTH PCC• POINT OF COMPOUND CURVE B.R.L BUILDING RESTF2ICTION SURVEY NOT VALID UNLESS EMBOSSED BY SEAL IA (CALC.) = CCALCULA -D F.P.&L.- FLORIDA POWER & LIGHT JAMES D. HARRISON, JR., No. 2647 /NC. r*i '.70) MICHAEL A. GARRETT, No. 6643 1 NGVD � NATIONAL GEODETIC VERTICAL. DATUM INE �� NORTH AMERICAN VEVERTICAL 1 "-ZO' SCALE �y %- 1 RIGHTEFENCE-O 1 j 9 (w) WITNESS EOW - EDGE OF WATER roe TOP OF HANK DATE 01-05-18 (FL4L—RIfGISTERED RVEYOR MAPPER _� 1 —8 F. 6. X DR. BY BRB DIR. P:\2018\83188-160500—piotpian ORDER N0. 160500 FILE 83188 1 Env q O A n n v 0 m D m 1 z � fv$ 1 D D x 017.5, 11 1 ISED PAVER WAY W 64 CHEMICAL TOILET TIMBER BRIDGE LANE (50' RIGHT OF WAY) q4 DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN LOT 159 MODEL "CUMBERLAND" LOT SIZE 10,758± SQ. FT. DRIVEWAY TO R/W 544± SQ. FT. ENTRY WALK 35± SQ. FT. RIGHT—OF—WAY LENGTH 88.68 FT. TOTAL IMPERVIOUS COVERAGE 3,572± SQ. FT. 337 TOTAL EASEMENT AREA 2,673± SQ. FT. DENOTES DIRECTION OF FLOW TYPE "B" DRAINAGE ELEVATIONS SHOWN THUS (11.40) WERE TAKEN FROM ENGINEERING PLANS BY TAYLOR & WHITE, INC., DATED 05-15-14 ELEVATIONS SHOWN HEREON REFER TO NAVD OF 1988 TREE SCHEDULE LOT SQ. FT. MINUS EASEMENTS/WETLANDS 8,085 ACRES= 8,085/43,560 0.19 ACRESx40=REQUIRED TREE INCHES 7.6 THE REQUIRED NUMBER OF TREE INCHES WILL BE MET USING 2" DIAMETER TREES. 707 OF REQUIRED PLANTED TREES SHALL_ BE CANOPY TYPE, WITH NO MORE THAN 507 OF THE SAME SPECIES. 2 VJATtn I 6 q6' . o METE TE BUILDERS ENDORSEMENT a.7 579.42'03„ ” SIGNED: 21.240 CURVE DATA Cl NAME: S89'38'53"W DATE: CH = 51.82' ALL PAVERS R = 150.00' ALL MEASUREMENTS ESTIMATED A = 52.08' FRONT 725± SQ. FT. 0 = 19'53'40" BACK 150± SQ. FT. THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN ON FLOOD INSURANCE RATE MAP 0409 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. [AND SURVEYORS — 3751 SAN JOSE PLACE, SUITE 15 — JACKSONVILLE, FLORIDA, 32257 — 904/279-0088 — LICENSED LAND BUSINESS N0. 3857 Legend COV. - COVERED F.F.E. a FINISH FLOOR ELEVATION NC _ AIR -_ END. FOUND ESM`f EASEM CONDITIONER I.D. IDENTIFICATION SKETCH FOR PLOT PLAN ONLY — DOES NOT REPRESENT OR PURPORT TO SHOW 1-51 — 7-4 CONC m CONCRET. P.R.M.. PERMANENT REFERENCE BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY MON. MONUMENT I.GENCY P, a IRON PIPI.R. " MOINT ONUMENT p�•.P. - ACONTROL ALL IRON OE 0 DELTA RAN'XE CH - CHORD PERMANENTOF POINT P.C. Q POINT OF CURVE RR.C. POINT OF REVERSE CURVE AMERICAN A -ARC LENGTH PCC• POINT OF COMPOUND CURVE B.R.L BUILDING RESTF2ICTION SURVEY NOT VALID UNLESS EMBOSSED BY SEAL SURVEYORS OF FLORIDA, (CALC.) = CCALCULA -D F.P.&L.- FLORIDA POWER & LIGHT JAMES D. HARRISON, JR., No. 2647 /NC. (D) = DEED (TYP•) TYPICAL MICHAEL A. GARRETT, No. 6643 P -PLAT (( )) R - RADIAL LINE CENTER NGVD � NATIONAL GEODETIC VERTICAL. DATUM INE �� NORTH AMERICAN VEVERTICAL 1 "-ZO' SCALE �y %- 1 RIGHTEFENCE-O DATUM -WAY P I e POINT OF INTERSECTION /' / 9 (w) WITNESS EOW - EDGE OF WATER roe TOP OF HANK DATE 01-05-18 (FL4L—RIfGISTERED RVEYOR MAPPER _� 1 —8 F. 6. X DR. BY BRB DIR. P:\2018\83188-160500—piotpian ORDER N0. 160500 FILE 83188 DESIGN SPECIFICATIONS I USP CONNECTORS DESIGN CODE: 2017 FLORIDA BUILDING '.'SDE - RESIDENTIAL DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. DESIGN LOADS: ACTUAL AND UNIFORM ROOF FLOOR ROOF LOADING (cd=1.25) (cd=1.00) TOP CHORD LIVE LOAD 20 psf 40 psf TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 10 f COMPONENTS & CLADDING ALLOWABLE DESIGN PRESSURES TRIBUTARY AREA (sf) INTERIOR EDGE STRIP (PSF): ZONE (PSF) a' = 4'-6" 10 +25.6 -27.7 +25.6 -34.2 50 +22.9 -25.0 +22.9 -28.8 100 +21.8 -23.9 t21.8 -26.6 GARAGE DOOR PRESSURES PSF 1 CAR UPLIFT SPF GARAGE +22.9 DOOR _28 8 (8'x7') (9)10dx1'/2" 2 CAR USP RT7 GARAGE +21.8 DOOR -23.9 (16'x7') 775 CONNECTOR SYP UPLIFT SPF FASTENERS FL# CODE USP A35 450 450 (9)10dx1'/2" FTG. USP RT7 585 495 (5)8d EA. END (12)16d USP RT8A 775 650 (5)10dx1'/2" EA. END USP MTW12 1195 860 (7)10dx1'/2" EA. END USP HTW20 1450 1245 (12)10dxt'/2' EA. END n -M EICTn A Tann I iA"" /Q11nH FA RINIn H2.5T TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) Ps BOTTOM CHORD LIVE LOAD 10 psf 0 psf BOTTOM CHORD DEAD LOAD 5 psf 5 psf DEFLECTION CRITERIA: ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 0.75" MAX ANY CASE THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION SHALL BE PERMITTEDUSP COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH • POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. LINEAR INTERPOLATION IS PERMISSIBLE. PLUS =PRESSURE AND MINUS =SUCTION. DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. a r-' --� a o I I o Xz- �c IO a DENOTES EDGE STRIP. a r- SEE C & C CHART j ABOVE FOR 'a' DIMENSION o o� L� a a� � 1 - 1 � - [NOT ACTUAL PLAN] a vv USP MSTA36 2065 2065 (13)10d EA. END USP LTS208 1105 1105 1/2"0 ROD T FTG. JUS28 1305 1305 (6)10d TO HEADER �\ USP HTT16 4290 4290 5/8"0 ROD TD FTG. USP HTT22 5370 5370 5/e"qs ROD TD FTG. WIND LOADING: ASCE 7-10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED BY 0.75 WHEN COMBINED w/ DEAD LOAD. BASIC WIND SPEED (ASCE 7-10) - - - - - - - - - - 130 MPH IMPORTANCE FACTOR --------------- 1.00 MEAN ROOF HEIGHT --------------- - 25.0 FT ROOF PITCH - - - - - - - - - - - - - - - - - - 6/12 BUILDING CATEGORY - - - - - - - - - - - - - - - II EXPOSURE CATEGORY - - - - - - - - - - - - - - - CAl` ENCLOSURE CLASSIFICATION - - - - - - - - - - - INTERNAL PRESSURE COEFFICIENT - - - - -ENCLOSED ------ f .18 USP PAU44 2535 5/a"0 ROD w (12)16d USP PAU66 2535 5/,,"o ROD / (12)16d USP MSTAM24 1545 1455 (5)'/4"x2-' TAPCONS SIMPSON CONNECTORS ATTACHMENTS MUST CONNECTOR UPLIFT FASTE ERS FL# CODE SYP SPF A35 450 450 12-8dx1'/2" KING STUDS, 10446.4 H2.5T 600 520 5-8d EA. END I L- - 11478.3 HT516 1150 1085 16-10d EA. END II 10456.6 MTS12 1000 860 7-10dx1'/2" EA. END 10456.3 HTS20 1450 1245 24-tOdx1'/2" A. END 13872.3 MATERIAL SPECIFICATIONS MSTA24 1765 1270 9-10d EA. EN FULL HEIGHT ANCHOR 13872.4 MSTA36 2050 1870 13-10d EA. END I; 13872.8 HARDWARE AND ANCHORS:-� ANCHOR BOLTS &THREADED R00: SHALL BE IN ACCORDANCE WITH ASTM A 3O OR ASTM F 1554 GRADE 36. WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED. RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" LARGER THAN REBAR SIX AND '/8" LARGER THAN THREADED ROD SIZE. (U.0.N.) ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): EPDXY: ITW RED HEAD A7 REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi HTT4 3480 Soso 18-16d TOT USS/BEAM 11496.2 1-5/e"� ROD 0 FTG. SCOPE OF SERVICE HTT5 5250 4670 TO ROSS/BEAM 11496.2 1- 8 1-5/e "� ROD 0 FTG. [1IFANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. LUS28 930 780 6-10d TO HEADER 10655.113 4-10d TO JOIST HU410 905 785 14-16d TO HEADER 10531.36 6-16d TO JOIST I ABU44 2200 5/e"b ROD EPDXIED 6" MIN 10849.6 ABU66 2300 STUCCO FINISH. 5/,,"0 ROD EP)XIED 6" MIN 10849.6 SET N/A N/A SIMPSON EPO>Y-TIE 11506.4 LTT20B 1675 1675 10-16d TOS D/BEAM/POST 11496.3 11-1/,"o ROD 0 FTG. LSTA12 805 695 10-10d 13872.5 CS16 1705 1705 13-8d 10852.1 GENERAL NOTES El CONSTRUCTION SPECIFICATIONS FLOOR SHEATHING SPECIFICATIONS 23/32" T&G OSB OR PI (WOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON @ 6" O.C. EDGE & FIELD ROOF SHEATHING SPECIFICATIONS: SHINGL - MIN. '", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). /,6 TILE - MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). METAL - MIN. 1/2", 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" CF ROOF EDGE). WALL SHEATHING SPECIE ICA TIONS: FLEXIBLE FINISH -MIN. /ir 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d @ 4" O.C. EDGE AND 6° O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. STUCCO FINISH, -MIN. 7/6", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d @ 4" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. MASONRY SPECIFICATIONS- MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DA COMPRESSIVE STRENGTH OF 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8 PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY B USED IN BRICK VENEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. CONCRETE MASONRY UNITS (CMU): CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WE4GHT, WIT -A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN 5-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0". MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT WITH - #4 @ 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL 13E INCREASED AS NOTED ON 1 /S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". CLAY MASONRY RICK): BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. CONCRETE SPECIFICATIONS: ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI T 28 DAYS CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. GENERAL NOTES: FOOTING AND FOUNDATIONS: FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 @ 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS CONCRETE SLABS ON GRADE: SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVE TION OF SUBTERRANEAN TERMITES. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'02' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. WOOD FRAMING SPECIFICATIONS: ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WIrH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE -TREATED. IF, ACO OR NON -DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTAC ED FASTENERS SHALL BE STAINLESS STEEL. PRE-ENGINEERED WOOD TRUSSES: SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NEPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS -TO -TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACT G PER 'COMMENTARY' AND RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB -91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. ROOF COVERING SPECIFICATIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFA TU RER'S REQUIREMENTS. CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E15 4 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. WATERPROOFING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS MEMBERS NN C N FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN VCl1[/!� INTERIOR LOAD BEARING WALL BUILT-UP POST IN THE WALL TYPE TOP PLATE TO TOP PLATE FACE NAIL 2 -GUN NAILS @ 12" STAG. 13'/2x3'/yx'/4 4" 6'-0" GABLE X -BRACE, SEE DETAIL 10 S0.1 TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3 -GUN NAILS L4x31/2"x1/4 6" 8'-0"HEADER SIZE, JACK AND DESIGNATES SHEARWALL. THE (2)2X8 1/2 KING STUD QUANTITY. L5x3 DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3 -GUN NAILS ,/2 „ X 1/4 6" 10'-0" ---------- HIDDEN LINE DESIGNATES SIDE OF WALL THE SHEARWALL SHEATHING RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6") GUN NAIL @ 6' -- L6x3'/2%V4 6" 12'-0" SW 3"/6" TO BE APPLIED. 8d @ 3/6 CEILING JOIST TO TOP PLATE TOE NAIL(3-8d) 5 -GUN NAILS DESIGNATES 8d COMMONS @ 3" L7x3'/2"x'/4 6" 16'-0" O.C. EDGE & 6" O.C. "IN THE CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4 -GUN NAILSFIELD" 1. STEEL LINTELS TO BE MINIMAL 36" CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8 -GUN NAILS LINTEL MUST HAVE CORROSION FfBRICK ADJ - ADJACENT LG - Lon RESISTANT COATING OF EPDXY BASED "__�- VENEER JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3 -GUN NAILS PAINT. I; BM - BEAM MANUF - Manufacture WEATHER BOT - BOTTOM MONO Aonolithic RAFTER TO PLATE TOE NAIL (3-8d) 3 -GUN NAILS BARRIER BRG - BEARING OC - On Center 2. LINTEL MORE THAN $'-0". SHOULD CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board JACK RAFTER TO HIP TOE NAIL (3-10d) 4 -GUN NAILS BE LATERALLY SUPPORTED NOT TO I DBL - DOUBLE PERP -Perpendicular ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3 -GUN NAILS EXCEED 6 FT. O.C. w/ 2-1/4x3" WD. I ` DIA - DIAMETER PRE ENG - Pre Engineered SCREWS INTO HEADER PROVIDE A 1/2" 1== =,:1 LINTEL EA - EACH PSF - P unds per Square Foot CONT. HEADER, TWO PIECES FACE NAIL 16d@ 16" O.C. @ EDGE VERTICAL SLOTTED HOLE FOR SCREW. ATTACHMEN T EE - EACH END PSI - Pounds per Square Inch CONT. HEADER TO STUD TOE NAIL (3-16d) 4 -GUN NAILS SEE NOTE i EOR - ENGINEER OF RECORD PT - PRESSURE TREATED 3. BRICK VENEER ATTACHMENT: EQ - EQUAL QT - Quik Tie STUD TO SOLE PLATE TOE NAIL (3-16d) 4 -GUN NAILS HORIZONTAL TIES @ 24" O.C., VERT.} EXT - EXTERIOR REINF - einforce SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d @ 16") GUN NAIL @ 8" TIES @ 12" O.C.. (FOR 130mph HEADER, J FLASHING FBC - FLORIDA BUILDING CODE SF - Sq are Foot WIND -ZONE VERT. TIES @ 16" O.C.). SEE PLAN [BRICK LINTEL, FDN - FOUNDATION SPF -Spr ce Pine Fur NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN SEE SCHEDULE FT -FOOT SYP - Southern Yellow Pine gh 3"x0.131"O = GUN NAILS 2%0.113"o= RINK SHANK 12" OF OPENINGS. PROVIDE3/,s"0 WEEP FTG - FOOTING THRU - HDR - HEADER TYP - T ical ical 2"x0.113"O = 6d 2'/2"x0.131"0 = 8d HOLES @ 33" O.C. IMMEDIATELY ABOVE SECTION VIEW HORIZ - HORIZONTAL LON - Unless Otherwise Noted 3%0.148"o = 10d 3'/2 "x0.162" o = 16d FLASHING. OF BRICK LINTEL LBS - POUNDS VERT -Vertical 1'/2 "x0.148"m = 10dx1'/2 " 1'/2 "x0.131 "� = Sdxl'/2 " WWF - W Ided Wire Fabric TYPICAL WALL FRAMING NOTES: 1. USE SPF#2 OR BETTER FOR ALL WALL STUDS.. 2. USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 3. USE SYP#2 FOR ALL HEADERS 4. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR FLOOR BEARING ELEVATION, U.O.N. ON PLAN. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/10d MASONRY CUT NAILS @ 48" O.C. MINIMUM. SEE FOUNDATION PLAN ADDITIONAL ANCHORS AT SHEARWALLS SEE PLAN FOR SII�D SIZE AND O.C. SPACING. WITHIN FLOOR S STEM WHERE POST IS BOVE. 8d COMMON @ 3" 0. C. I L - - -- SYP#2 DBL. 11 TOP PLATE. h L SEE 5 FULL HEIGHT SHEATHING TO BE CONTINUOUS TO UPPER TOP PLATE. TYPICAL STUD NAILING- 0.131x3" END NAILS: (2) @ 2x4, (3) @ 2x6, (4) @ 2x8. TYPICAL HEADER NAILING 0.131X3" TOE NAILS 2X6, 2x8 = (5) NAILS 2x10, 2x12 = (7) NAILS 9" LVL, 11" LVL = (7) NAILS 14" LVL, 16" LVL = (9) NAILS SYP#2 DBL. I6"MAX. - TOP PLATE. SEE DETAIL 1 /S0.1 I FOR SPLICING 16d COMMONS `I OPTIONS. @ 8" O.C. WALL FRAMING AT FLOOR SHEATHING,r I1 SEE SPECIFICATIONIS. I' I PLATE CHANGE CONDITION I I! I I ; I 2 TYPICAL WALL FRAMING !; I S0.0 i il I 11 I SEE 1 /S0.1. - I BLOCKING ONLY REQUIREDIj AT SHEARWALLS AND 11 WALL SHEATHING STUCCO FINISH. ;I SEE DETAIL 1/SO.1 ;� FOR SPLICING I OPTIONS. INTERIOR BEARING WALL: SEE SCHEDULE FOR STUD SIZE AND O.C. SPACING. il WALL SHEATHING TO I II SOLE PLATE it ;f RAISE Y8" FROM I1 SEE DETA LS SEE DETAILS II BOTTOM OF SOLE ' ON S1.01 ON S1.01 I' 8d ®3 i - PLAN AND FASTEN y � F - - - , w/8d COMMON ® 3" F I' F - I O.C. I I I L--------� L ---------J L-------� SINGLE STORY MULTY STORY �1 TYP. WAI_'L SECTIONS SIMPSON SDWC15600 SEE ROOF FRAMING PLAN FOR EXTEND SHEATHING VERT. DETAILS. TO TOP OF TRUSS AS SHOWN. PROVIDE 2x4 BLOCKING AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE SPECIFICATIONS BELOW. HEEL '-0' PRE-ENGINEERED WOOD 2x SPF BLOCKING ROOF SHEATHING, ROOF TRUSSES. RIPPED TO FIT SEE SPECIFICATIONS. ANCHOR WITH GAP SHOWN. n. �\ EMBEDMENT DEPTH SEE 5/SO.0. 2x -BLOCKING ONLY 42" ti SIMPSON 4" REQUIRED IF SHEARWALL. V06" TITEN HD 42 24" 3x3xC 229" 4Y2" SDWC15600 NAILING TO INTERMEDIATE ATTACHMENTS MUST SEE ROOF ANCHOR INTO 2x MATERIAL. I j FRAMING I 11 SIMPSON PLAN FOR KING STUDS, S0.0 SCALE: 3/4" = 1'-0" 11 15 600 SEE DETAILS. I L- - 1'r I d FASTEN LOWER STUD PSON SIMPSON PERMANENT TRUSS II 8d TO TALLER STUD w/ SDWC15600 BRACING BY OTHER. II COMMON 2 -ROWS OF 10d COMS SEE NOTE 1. TOP @ 3" O.C. @ 12" O.C. TYPICAL CONNECTION 5" < HEEL < 1'-0" HEEL < 5" NOTES: FULL HEIGHT ANCHOR II 2. H2.5T MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T AT TOP PLATE TO STUD AT INTERIOR WALLS I; CONNECTION TYPICAL SOLE TYPICALLY %" FULL;' PLATE NAILING: HEIGHT THREADED I, 0.131x3" TOE NAILS: RODS @ 6'-0" O.C. (3) @ 2x4, l (4) @ 2x6, (5) @ 2x8. BLOCKING ONLY REQUIRED I AT SHEARWALLS AND I! PT. SYP#2 STUCCO FINISH. I; SOLE PLATE. 'I WALL SHEATHING TYPICAL HEADER NAILING 0.131X3" TOE NAILS 2X6, 2x8 = (5) NAILS 2x10, 2x12 = (7) NAILS 9" LVL, 11" LVL = (7) NAILS 14" LVL, 16" LVL = (9) NAILS SYP#2 DBL. I6"MAX. - TOP PLATE. SEE DETAIL 1 /S0.1 I FOR SPLICING 16d COMMONS `I OPTIONS. @ 8" O.C. WALL FRAMING AT FLOOR SHEATHING,r I1 SEE SPECIFICATIONIS. I' I PLATE CHANGE CONDITION I I! I I ; I 2 TYPICAL WALL FRAMING !; I S0.0 i il I 11 I SEE 1 /S0.1. - I BLOCKING ONLY REQUIREDIj AT SHEARWALLS AND 11 WALL SHEATHING STUCCO FINISH. ;I SEE DETAIL 1/SO.1 ;� FOR SPLICING I OPTIONS. INTERIOR BEARING WALL: SEE SCHEDULE FOR STUD SIZE AND O.C. SPACING. il WALL SHEATHING TO I II SOLE PLATE it ;f RAISE Y8" FROM I1 SEE DETA LS SEE DETAILS II BOTTOM OF SOLE ' ON S1.01 ON S1.01 I' 8d ®3 i - PLAN AND FASTEN y � F - - - , w/8d COMMON ® 3" F I' F - I O.C. I I I L--------� L ---------J L-------� SINGLE STORY MULTY STORY �1 TYP. WAI_'L SECTIONS SIMPSON SDWC15600 SEE ROOF FRAMING PLAN FOR EXTEND SHEATHING VERT. DETAILS. TO TOP OF TRUSS AS SHOWN. PROVIDE 2x4 BLOCKING AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE SPECIFICATIONS BELOW. HEEL '-0' PRE-ENGINEERED WOOD 2x SPF BLOCKING SOLE ROOF TRUSSES. RIPPED TO FIT (1)2x4 SPF #2 ANCHOR WITH GAP SHOWN. n. SHEARWALLS WASH[ SPACING SPEC EMBEDMENT DEPTH EDGE DISTANCE Y2"0 EPDXY 42" ti SIMPSON 4" 2-" 2Y4" V06" TITEN HD 42 24" 3x3xC 229" 4Y2" SDWC15600 NAILING TO INTERMEDIATE ATTACHMENTS MUST SEE ROOF ANCHOR INTO 2x MATERIAL. PER PLANS. j FRAMING JACK AND 11 SIMPSON PLAN FOR KING STUDS, S0.0 SCALE: 3/4" = 1'-0" SEE PLAN. 15 600 SEE DETAILS. AT TWO STORY CONDITIONS, SHEATHING MAY I ROOF SEE ROOF PSON SIMPSON TERMINATE AT SIMP II FRAMING SDWC15600 TOP ;Do OF DBL. SDWC15600 PLAN FOR SEE NOTE 1. TOP PLATE. SEE NOTE 1. DETAILS. TYPICAL CONNECTION 5" < HEEL < 1'-0" HEEL < 5" NOTES: 1. TOP PLATE TO STUD SD NC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS. 2. H2.5T MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T AT TOP PLATE TO STUD SPACE @ 48" O.C. /51 ROOF TPU -"')S CONNECTION KING STUD TO TOP PLATE: SDWC15600 SCREW NOT REQUIRED AT GABLE - ENDS OR OPENINGS LESS THAN 4'-6" KING & JACK STUDS SEE PLAN KING STUD TO BOTTOM PLATE CONNECTON: SIMPSON SDWC15600 SCREW. OMIT IF SHEARWALL HOLD DOWN IS SPECIFIED. NOT REQUIRED AT GABLE ENDS OR 2 -STORY WALLS TYPICAL TOP PLATE NAILING: FASTEN ALL TOP PLATES TOGETHER w/ (3) ROWS OF .131x3 @ 12" O.C. STAGGER SYP PERHEADER, PER PLAN. RAISED HEADER ARCHED TRANSOM OPTION SEE RIGHT. WINDOW SILL SEE SCHEDULE FOR SILL SIZE AND CONNECTION EACH END. -0" MIN. SPLICE LEN( / (16) 0.131x3" NAILS VENLY SPACED 4'-0"MIN. FOUNDATION SEE PLAN U 12"1'/2 WALL FRAMING AT MAX. MIN. RAISED HEADER CONDITION FROM SOLE PLATE BREAK BUILDER MAY CHOOSE EITHER THE DROPPED HEADER CONDITION OR RAISED HEADER CONDITION. I, 3x3xY4" SLOTTED 2Y4. WASHER PUSHED TO OUTSIDE ix3xY4" SLOTTED FACE OF WALL. VASHER PUSHED I -0 OUTSIDE 'ACE OF WALL, PLAN VIEW = u 12 1)/2" PT. SYP#2 MAX. MIN. SILL PLATE. SOLE PLATE BREAK Y2" THREADED ROD EPDXIED 4" OR Y2"0x6" SIMPSON TITEN HD. SECTION VIEW SOLE PLATE ANCHOR Q$ HOLD DOWN. BUTT JOINT NOTES: 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO CORNERS AND PLATE BREAKS AND KING STUDS. 2. WASHERS SHALL BE SLOTTED. 3. AS AN ALTERNATE TO THE 3"X3"XY4" PLATE WASHER, A 3"X3"X'/8" W/ 1'/2"0 ROUND STEEL WASHER MAY BE USED. SOLE PLATE ANCHOR DETAII & SCHEDULE SCALE: 3/4" = 1'- 1'/z" (3) ROW OF 10d 2 PLY NAILS @ 8" O.C. STAGGERED , BEAM. ° 3 PLY BEAM. N I° w 2x4 MEMBERS: ° (1) ROW OF 10d (4) ROWS 12d NAILS @ 4" O.C. , 2x6 MEMBERS EA. SIDE. AT 12" O.C. RS ° (3) ROWS 12d (2) ROW OF 10d J� NAILS @ 4" O.C. AT 12" O.C. STAGGERED EA. SIDE. 2 & 3 PLY BEAMS 2x4 OR 2x6 POST 2x8 POST (3)ROWS OF 5" (3)ROWS OF 6-4" TRUSSLOK TRUSSLOK ENGINEERED WOOD ENGINEERED WOOD FASTENERS @ 24"o.c FASTENERS @ 24"o.c AS SHOWN AS SHOWN 3 -PLY 4 -PLY 14" LVL AND GREATER NOTES: 1. TYP. CONNECTION AT STUD COLUMNS, JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY LLLI IN ADDITION TO (2) PLYS �� BUILT-UP MEMBER FASTENING KING STUD TO TOP PLATE: SDWC15600 SCREW. NOT REQUIRED AT GABLE - ENDS OR OPENINGS LESS THAN 4'-6" TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. (2)12d TOE NAILS E.E. (MIN) LHEAD OR SILL, J PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. SOLE PLATE CONNECTOR I L SOLE PLATE ANCHOR LOCATED WITHIN 6" OF STUD PER SCHEDULE PACK. OMIT IF SHEARWALI i HOLD DOWN IS SPECIFIED SINGLE STORY X81 TYPICAL HE DER STRAPPING \ SO.0 KING & JACK STUDS SEE PLAN KING STUD TO FRAMING BELOW: CS18 STRAP w/6-10dx1Y2" NAILS EACH END. STRAP ATTACHMENT CAN BE INTERIOR OR EXTERIOR SIDE OF WALL. STRAP NOT REQUIRED AT THE FOLLOWING: GABLE ENDS OR JACK TRUSSES LESS THAN 8' OR OPENINGS LESS THAN 3'-6" STRAPPING NOT REQUIRED AT LOWER LEVEL HEADERS UNLESS SPECIFIED ON PLAN TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. LHEAD OR SILL, PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. MULTISTORY (STACKED WINDOWS) WINDOW SILL SCHEDULE ROUGH OPENING SOLE PLATE ANCHOR SCHEDULE (1)2x4 SPF #2 ANCHOR EXT. WALL SPACING SHEARWALLS WASH[ SPACING SPEC EMBEDMENT DEPTH EDGE DISTANCE Y2"0 EPDXY 42" 24" 3x3xo 229" 4" 2-" 2Y4" V06" TITEN HD 42 24" 3x3xC 229" 4Y2" NOTES: 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO CORNERS AND PLATE BREAKS AND KING STUDS. 2. WASHERS SHALL BE SLOTTED. 3. AS AN ALTERNATE TO THE 3"X3"XY4" PLATE WASHER, A 3"X3"X'/8" W/ 1'/2"0 ROUND STEEL WASHER MAY BE USED. SOLE PLATE ANCHOR DETAII & SCHEDULE SCALE: 3/4" = 1'- 1'/z" (3) ROW OF 10d 2 PLY NAILS @ 8" O.C. STAGGERED , BEAM. ° 3 PLY BEAM. N I° w 2x4 MEMBERS: ° (1) ROW OF 10d (4) ROWS 12d NAILS @ 4" O.C. , 2x6 MEMBERS EA. SIDE. AT 12" O.C. RS ° (3) ROWS 12d (2) ROW OF 10d J� NAILS @ 4" O.C. AT 12" O.C. STAGGERED EA. SIDE. 2 & 3 PLY BEAMS 2x4 OR 2x6 POST 2x8 POST (3)ROWS OF 5" (3)ROWS OF 6-4" TRUSSLOK TRUSSLOK ENGINEERED WOOD ENGINEERED WOOD FASTENERS @ 24"o.c FASTENERS @ 24"o.c AS SHOWN AS SHOWN 3 -PLY 4 -PLY 14" LVL AND GREATER NOTES: 1. TYP. CONNECTION AT STUD COLUMNS, JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY LLLI IN ADDITION TO (2) PLYS �� BUILT-UP MEMBER FASTENING KING STUD TO TOP PLATE: SDWC15600 SCREW. NOT REQUIRED AT GABLE - ENDS OR OPENINGS LESS THAN 4'-6" TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. (2)12d TOE NAILS E.E. (MIN) LHEAD OR SILL, J PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. SOLE PLATE CONNECTOR I L SOLE PLATE ANCHOR LOCATED WITHIN 6" OF STUD PER SCHEDULE PACK. OMIT IF SHEARWALI i HOLD DOWN IS SPECIFIED SINGLE STORY X81 TYPICAL HE DER STRAPPING \ SO.0 KING & JACK STUDS SEE PLAN KING STUD TO FRAMING BELOW: CS18 STRAP w/6-10dx1Y2" NAILS EACH END. STRAP ATTACHMENT CAN BE INTERIOR OR EXTERIOR SIDE OF WALL. STRAP NOT REQUIRED AT THE FOLLOWING: GABLE ENDS OR JACK TRUSSES LESS THAN 8' OR OPENINGS LESS THAN 3'-6" STRAPPING NOT REQUIRED AT LOWER LEVEL HEADERS UNLESS SPECIFIED ON PLAN TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. LHEAD OR SILL, PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. MULTISTORY (STACKED WINDOWS) WINDOW SILL SCHEDULE ROUGH OPENING DROPPED HEAD OR SILL PLATES MINIMUM END FASTENER EACH END < 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS < 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS < 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS < 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS SOLE PLATE ANCHOR: SEE SCHEDULE WALL FRAMING AT ING BOUNDARY F SEEEGENERALHNOTES. SHEATHI G. EXAMPLE OF PANEL EDGE w/ BLOCKING WHERE REQUIRED BY j GENERAL NOTES. NAIL SPACING AT SUPPORTED ED�ES, ARCHED TRANSOM OPTION: 2x SPF DIAGONAL BLOCKING GENERAL N FASTENED w/ 3-0.131"x3" DROPPED EA. END TYPICAL. HEADER SHEATHING MAY EXTEND 2" PAST BLOCKING- WINDOW NAILING TO INTERMEDIATE ATTACHMENTS MUST SYP#2 HEADER, # ANCHOR INTO 2x MATERIAL. PER PLANS. TRUSSES, OR JACK AND 4 ROOF AND FLOOR SHEATHING KING STUDS, S0.0 SCALE: 3/4" = 1'-0" SEE PLAN. AT TWO STORY CONDITIONS, WINDOW SILL SEE PROVIDE SOLID BLOCKING SCHEDULE. WITHIN FLOOR SYSTEM AT ALL UPPER LEVEL POSTS & JACK STUDS. SDWC15600 SCREW SEE 8/SO.D. SOLE PLATE ANCHOR: SEE SCHEDULE WALL FRAMING AT ING BOUNDARY F SEEEGENERALHNOTES. SHEATHI G. EXAMPLE OF PANEL EDGE w/ BLOCKING WHERE REQUIRED BY j GENERAL NOTES. NAIL SPACING AT SUPPORTED ED�ES, GENERAL N 1TES. EXAMPLE OF UNSUPRORTED O (UNBLOCKED) PANE. EDGE (TYPICAL). NAILING TO INTERMEDIATE SUPPORT IS 6" O.C. MAX. ROOF (UON). TRUSSES, OR FLOOR JOISTS. 4 ROOF AND FLOOR SHEATHING NAILING S0.0 SCALE: 3/4" = 1'-0" 2x4 BLOCKING @24' O.C. FASTEN EACH END w/3 -10d TOENAILS. STUD BELOW LOWER TOP 4-10d PLATE AT BREAK. OVER LAP DOUBLE= COMMONS TOP PLATES. WALL INTERSECTION ORTH AL VIEW CONDITIONS F CORNER CORNER WALL INTERSECTION CONDITIONS CONDITIONS NOTES: 1. OVERLAP P PLATES AT CORNERS AND INTERSECTIONS. 2. �- DENOTES 3"x0.131" GUN NAILS @ 6" O.C. VERTICAL. 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE. 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED. 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE OPTIONS ARE SHOWN. FRAMED WALL CORNER AND �\ INTERSECTIONS STUDS CONFIGURATIONS TOP PLATE TO HEADERI FASTENING: SEE DETAIL AT RIGHT. OT REQUIRED FOR GABLE ENDS. STUD OR 2) BLOCKING FASI w/8 -10d COMMO SCHEDULE ROUGH OPN'G, SEE ARCH. TRUSS TO PLATE: SDWC SCREW PLATE TO HEADER: SDWC SCREW @ 24" O.C. 2X6 WALL TRUSS TO PLATE: SDWC SCREW PLATE TO HEADER: ��I SDWC SCREW @ L 24" O.C. 2X4 WALL HEADER FASTENING SECTION KING STUD TO FRAMING BELOW: CS18 STRAP W/6-10DX1Yz" NAILS EACH END. STRAP ATTACHMENT CAN BE INTERIOR OR EXTERIOR SIDE OF WALL. STRAP NOT REQUIRED AT THE FOLLOWING: GABLE ENDS OR JACK TRUSSES LESS MULTI STORY THAN 8' OR OPENINGS LESS THAN 3'-6" (UNSTACKED WINDOWS) Lou Ponti-o and Associates, Inc. 420 Osceola Avenue )ax. Beach, Florida 32250 Ph. 242-0008 Fax. 241-9557 FL: CA # 1344 SC: CA# 3579 I ��. '`M •yam' +• • �` �d!?� 9TH/ � W Cy0. AT o Q �1 RIO '. .... r Christopher J Sabourin PE FL PE#71461 REVISIONS DATE I ELI] FIELD ALTERATION CONTRACTOR SHALL CONTACI-LOU PONTIGO s ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICA"LIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTSANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO E ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. =z U �7 Q� w w m � LIJ U Q z a mj un J Q � O-� 0In w Oo DESIGN CRITERIA AND GENERAL NOTES DNOT SCALE DIMENSIONS FROM THE SE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONT.4C r "rHE E.O.R. PLAN NAME CUMBERLAND - CARIBBEAN DESIGN/DRAWN/CHECKED CS / KIA LAP DA1 E 03.06.18 SCALE AS NOTED LI'A No. TOLL -18-00202 CONTROL. No. 3615 SHEET SO.0 SHEET 1 OF 9 BLOCKING ONLY REQUIRED CHART THREADED AT SHEARWALLS AND © O STUCCO FINISH 5-8d COM O ROOF EACH SIDE CONCRETE HOLE WASHER SPEC. 16d COMMONS OF SPLICE 16d COMMONS 2x4 SYP#2 HORIZ. BRACING @ @ 8" O.C. I SHEATHING SPLICE @ 8 O.C. I1 11 24" O.C. BETWEEN OUTER WALL & FIRST INTERIOR TRUSS. NAIL CONT. RIBBON CONT. RIBBON 8d COM @ EACH END w/ 3-0.131x3" NAILS BOARD (TYP) BOARD (TYP) 1 3" O.C. (TYP) O.C. FASTENED TO TOP-- OP PLATE w/ 4-0.131x3" PLATE I EACH SIDE FLOOR FLOOR FLOOR ------ ------ OF SPLICE TRUSS TRUSSES TRUSSES MAX.I OR JOIST. OR JOIST. 2x4 SYP#2 SHEATHING SPLICE DIAGONAL I - 16" MAX. SHEARWALL OSB WALL FASTEN EA. I II 2x SYP#2 CONT. ATTACH TO TOP PLATE AND TRUSS END W/ 3'4" OSB or PLYWOOD RIM BOARD Y4" 3-10d COMMONS - - - - II w/ 0.131x3" @ 3" O.C. EDGE OF SHORTERTHAN 1WALL WALLJFRAMNG WALL FLOOR SYSTEM. ALIGNCEILING VERTICAL JOINTS WITH 7NG FRAMING LINESHEATHING - SPLICE I WALL SHEATHING L JOINTS INSTALL FLOOR TO FLOOR STRAPPING PER BLOCKING ONLY R5 -8d COM EXTERIOR WALL OPTION 1 OR 2 AT SHEARWALEACH SIDE STUCCO FINISH OF SPLICE OPTION 2 ALTERNATE B OPTION 1 ALTERNATE G OVER LAP SHEATHING APA RIM BOARD OPTION FLOOR TRUSS PARALLEL NOTE 1: 1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. TRUSS. - - - - 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED /�1� FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS SO.1 ROOF TRUSS. 8d COMMON NAILS AT 3" O.C.(TYP) 2x4 BLOCKING. FASTEN WALL STUDS _WALL STUDS EACH END w/3-1 LS 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS AT 16" O.C. AT 16" O.C. ROOF TRUSS- ROOF TRUSS SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER TO EACH STUD, PER ATTACH TO EACH STUD, SCHEDULE BELOW PER SCHEDULE BELOW. A -SINGLE LEDGER B -DOUBLE LEDGER VERTICAL VERTICAL REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING 0-775 2x6 w/ 5-0.131x3" 1850-2345 2x8 w/ 6-1/4"0x6" SDS SCREWS 776-1250 2x8 w/ 8-0.131x3" 2346-3125 2x12 w/ 8-1/4"0x6" SDS SCREWS 1251-1540 2x10 w/ 10-0.131x3" 1540-1850 2x12 w/ 12-0.131x3" I EDGER A NOTES: WHERE A LEDGER IS INDICATED ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, THE LEDGER IS BEING USED TO ATTACH THE ADJACENT ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 8 LEDGER CONNECTION OTED S0.1 TRUSS TO LEDGER CONNECTION BY TRUSS ENGINEER. NOT SHOWN FOR CLARITY WASHER �o n IF FASTEN TO ROOF FRAMING BELOW ROOF SHEATHING w/ 4-12d NAILS AT EACH RAFTER. OVERFRAME RAFTERS, SEE PLAN. .l 1.1 SIMPSON H3 w/ 10-8d COMMON NAILS FROM RAFTER TO LEDGER THESE STRAPS �. AND LEDGER TO ROOF MEMBER. MAY BE OMITTED 2x4 SPF#2 WHEN OVERFRAME BLOCKING ALT. TO BOTH H3 ABOVE RAFTER LENGTH PRODIDE MTS12 OR CS16 DIRECTLY LESS THAN 4'-0" ROOF MEMBER. BETWEEN OVERFRAMING RAFTER AND ROOF MEMBER. rROVIDE�OLIDDSPF#2 BLOCKING AT PAEL JOINTS ADJACENT TIE INF ERFRAME RAFTERS TO TRUSS FRAMING. WHEN g DECK LEDGER AT OVERFRAME RAFTERS VOTED S0.1 USE THIS DETAIL TO FASTEN OVERFRAME D ROOFS, VALLEYS, ETC. D NA FULL HEIGHT PLAN 1011 z I ANCHORING SPECIFICATIONS � IAV SOLE DOUBLE FULL HT. FULL HT. TOP PLATE. ANCHOR UPLIFT PLATE CONNECTOR ANCHOR DOUBLE TOP PLATE SEE PLAN WALL STUD OA OR POST. FULL HEIGHT THREADED ROD SEE PLAN ELEVATION J STEEL COUPLER (OPTIONAL, LOCATE FULL HT. ANCHOR AS NEEDED) AT SILL PLATE AT TOP PLATE FLOOR FRAMING FULL HEIGHT THREADED ROD FOUNDATION, SEE PLAN PER PLAN. EMBEDMENT DEPTH O FULL HEIGHT ANCHOR INSTALLATION CHART THREADED SYP#2 2x4 NAILER FASTENED TO TRUSS © O PLATE O ROOF BOT. CHORD w/ 0.131x3" 0 3" O.C. CONCRETE HOLE WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE FLOOR OR TRUSS. FASTENED TO SHEATHING w/ 8d @ 3" O.C. ROOF 2x2x'/8„ 2x4 SYP#2 CATS AT 12" 3" ROOF TRUSS. TRUSS. 3/, "0 SDWC 15600 O.C. FASTENED TO TOP-- OP PLATE w/ 4-0.131x3" PLATE 2Y2" 3„ 111/4" SHEATHING FASTENED TO TYPICAL PORCH BEAM CONNECTION @ 32" O.C. COMMON.::�r MONO STEM MAX.I TOP PLATE w/ 10d @ 3" O.C. SCREWS T I - 16" MAX. SHEARWALL OSB WALL FASTEN CATS EACH END w/ I II 2x SYP#2 CONT. ATTACH TO TOP PLATE AND TRUSS SHEATHING 3-0.131x3" COMMON TOE NAILS II w/ 0.131x3" @ 3" O.C. EDGE OF 2x MAY OVERHANG TOP PLATE. SHEARWALL SHEARWALL OR I'SHEARWALL EXTERIOR WALL ALTERNATE A ALTERNATE B ALTERNATE C ALTERNATE G OSB DIAPHRAGM FASTEN ROOF FLOOR DECK 10d @4"O.C. FLOOR TO NAILER w/ (1) ROW 8d TRUSS. - - - - 2x4 SPF#2 CONTINUOUS TRUSS. @ 3" O.C. FASTEN TO TOP LEDGER FASTENED PLATE w/ (2) ROWS ;' �/�6" OSB TRUSS WEBS WITH RWALL NOTES: OF 8d @ 3" O.C. i BLOCKING I w/3 -0.131x3" H PANEL 2x4 SPF FLOORTT COMMON. 1 1. A ROOF TRUSS, SYP#2 2x4 NAILER FASTENED I; ALL AROUND FRAMING I CONTRACTOR CHOOSE MAY A,B,C,D, OR G. TO TRUSS BOT. CHORD w/ II FASTEN CATS EACH END2x4 SYP#2 CATS AT 12" (2) ROWS 0.131x3" @ 3" O.C. 11 3-0.131x3" NAILS @ 6" O.C. ; O.C. FASTENED TO TOP 2. USE ALTERNATE A. II INTERIOR SHEARWALL. ,, PLATE w/ 4-0.131x3" AT EXTERIOR WALLS SW -2 SHEARWALL OR 1! COMMON. ENDINTRUSSG BETWEEN ROOF 5-16d NAILS EXTERIOR WALL S. ALTERNATE D ALTERNATE E (TYPICAL) ALTERNATE F 3. U'E ALTERNATE E & F FOR FLOOR SHEARWALL ATTACHMENT AT ROOF & FLOOR 8d COMMON NAILS AT 3" O.C.(TYP) 2x4 BLOCKING. FASTEN WALL STUDS _WALL STUDS EACH END w/3-1 LS 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS AT 16" O.C. AT 16" O.C. ROOF TRUSS- ROOF TRUSS SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER TO EACH STUD, PER ATTACH TO EACH STUD, SCHEDULE BELOW PER SCHEDULE BELOW. A -SINGLE LEDGER B -DOUBLE LEDGER VERTICAL VERTICAL REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING 0-775 2x6 w/ 5-0.131x3" 1850-2345 2x8 w/ 6-1/4"0x6" SDS SCREWS 776-1250 2x8 w/ 8-0.131x3" 2346-3125 2x12 w/ 8-1/4"0x6" SDS SCREWS 1251-1540 2x10 w/ 10-0.131x3" 1540-1850 2x12 w/ 12-0.131x3" I EDGER A NOTES: WHERE A LEDGER IS INDICATED ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, THE LEDGER IS BEING USED TO ATTACH THE ADJACENT ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 8 LEDGER CONNECTION OTED S0.1 TRUSS TO LEDGER CONNECTION BY TRUSS ENGINEER. NOT SHOWN FOR CLARITY WASHER �o n IF FASTEN TO ROOF FRAMING BELOW ROOF SHEATHING w/ 4-12d NAILS AT EACH RAFTER. OVERFRAME RAFTERS, SEE PLAN. .l 1.1 SIMPSON H3 w/ 10-8d COMMON NAILS FROM RAFTER TO LEDGER THESE STRAPS �. AND LEDGER TO ROOF MEMBER. MAY BE OMITTED 2x4 SPF#2 WHEN OVERFRAME BLOCKING ALT. TO BOTH H3 ABOVE RAFTER LENGTH PRODIDE MTS12 OR CS16 DIRECTLY LESS THAN 4'-0" ROOF MEMBER. BETWEEN OVERFRAMING RAFTER AND ROOF MEMBER. rROVIDE�OLIDDSPF#2 BLOCKING AT PAEL JOINTS ADJACENT TIE INF ERFRAME RAFTERS TO TRUSS FRAMING. WHEN g DECK LEDGER AT OVERFRAME RAFTERS VOTED S0.1 USE THIS DETAIL TO FASTEN OVERFRAME D ROOFS, VALLEYS, ETC. D NA FULL HEIGHT PLAN 1011 z I ANCHORING SPECIFICATIONS � IAV SOLE DOUBLE FULL HT. FULL HT. TOP PLATE. ANCHOR UPLIFT PLATE CONNECTOR ANCHOR DOUBLE TOP PLATE SEE PLAN WALL STUD OA OR POST. FULL HEIGHT THREADED ROD SEE PLAN ELEVATION J STEEL COUPLER (OPTIONAL, LOCATE FULL HT. ANCHOR AS NEEDED) AT SILL PLATE AT TOP PLATE FLOOR FRAMING FULL HEIGHT THREADED ROD FOUNDATION, SEE PLAN PER PLAN. EMBEDMENT DEPTH O FULL HEIGHT ANCHOR INSTALLATION CHART THREADED DBL. TOP © O PLATE O ROD 0 WOOD PLATE HOLE CONCRETE HOLE WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE 3/8 '/2„0 /2 0 2x2x'/8„ 4" 4 3" 5/8 3/a 0 3/, "0 3x3x'/4 7.5" 12" 2Y2" 3„ MIN. (2)2x4 WOOD BASE OF POST TYPICAL PORCH BEAM CONNECTION BELOW. & (1) ADJ. MONO STEM MONO STEM FULL HEIGHT ANCHOR WALL SECTION THREADED ROD INSTALLATION CHART 12 FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN ANCHORING SYSTEM: THE THREADED ROD ANCHORING SYSTEM SHALL CONSIST OF %"0 A307 THREADED RODS, ORIENTED VERTICALLY AND ATTACHED TO THE FOUNDATION AND TO THE UPPERMOST PLATE AT THE LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE TOP PLATE, PROVIDE A 2"x 2"x Y8" STEEL WASHER. FASTEN WITH A NUT AND ALLOW AT LEAST 3 THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) ROD INSTALLATION: AT ALL PLATE PENETRATIONS, PROVIDE A HOLE IN THE PLATE '/4" LARGER THAN THE DIAMETER OF THE THREADED ROD USED. WHILE SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE ROD SHALL BE INSTALLED APPROXIMATELY CENTERED IN HOLE. RODS MAY BE SLANTED FROM TRUE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TD AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SECURED OVER THE WASHER TO A SNUG -TIGHT CONDITION PLUS ONE-HALF TURN OF A STANDARD IWtENCH (APPROMMATELY 30 FT. -LBS. OF TOROUE� DUE TO SHRINKAGE AND COMPRESSION OF BUILDING CONTRACTORS SHALL RE -TIGHTEN NUT TO 30 FT. -LBS. OF TORQUE AFTER ALL TRADES ARE COMPLETE AND PRIOR TO INSULATION. E2Q2iI ANCHORING: ALL THREADED RODS SHALL BE DRILLI D & EPDXY ANCHORED. SEE INSTALLATION CHARI FOR EMBEDMENT AND EDGE DISTANCE REQUIREMENTS 6-10d COMMONS 2X4 T -BRACE. ONLY REQUIRED FOR BRACE LENGTHS > 8'-0". FASTEN w/10d COMMONS @ 6" ON -CENTER 2x6 SYP#2 BLOCKING BETWEEN EA. TRUSS. FASTEN TO TOP 2x6 SYP#2 NAILER PLATE w/ 10d @ 4" O.C. FASTENED TO TOP PLATE w/ 10d @ 3" O.0 PRCH SHEATHING, )NI1111, S E SPECIFICATIONS B 'LOW )RCH PARALLE HEADER&TO WALL PORCH POST, MST STRAPS 24 PERPENDICULAR TO WALL 24" 16 GUAGE POST BASE: STRAP w/11- PO T 24" 16 GUAGE 4x4 POST:ABU44 10dx1Y2" EA. END BE OW STRAP w/11- 6x6 POST: ABU66 10dx1Y2' EA. END PORCH. PORCH HEADER, - SLAB SEE PLAN TS16 TRAPS MSTA24 Sb" ROD STRAPS EPDXIED 6" MIN P1 AN VIEW E PLAN VIEW OF ELEVATION VIEW OF PORCH H PORCH HEADER PORCH HEADER AT CORNER BaL AT POST AT POST PORCH SHEA SPECIFICATIONS* 1/2" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS @ 6" O.C. EDGE & FIELD OR 3/9 " (OR GREATE)OSB OR PLYWOOD, w/ 8d COMMON NAILS @ 6" O.C. EDGE AND FIELD X21 TYPI AL PORCH FRAMING DETAILS SEE DETAIL 5/S0.1 FOR DIAPHRAGM ATTACHMENT WHERE APPLICABLE IIS A II - - - - - - - - - 1I - - II ----- II Lj S 8d©3" 6" SW 8d®3"/6" PERFOR TED SHEARWALL SEGMENTED SHEARWALL Up TO LOWER STUDS UPPER TO LOWER STUDS SW 8d@.36: (2) CS18 STRAPS SW 8d@3/6: (2) CS18 STRAPS g- END STUDS TO FOUNDATION ® END STUDS TO FOUNDATION SW 8d@3/6: HTT5 OR HDU5 SW 8d@3/6: HTT5 OR HDU5 ©- SO PLATE ANCHORS - SOLE PLATE ANCHORS SEE SCHI DULE ON DETAIL 3/SO.0 SEE SCHEDULE ON DETAIL 3/SO.0 SHEARWALL NOTES 1. PROVIDE %6" OSB SHEATHING WITH 8d COMMONS @ 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. PROVIDE 2x BLOCKING AT ALL PANEL EDGES. 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS END POSTS FOR SW. 3. FASTEN ALL INTERIORS TO ROOF OR FLOOR TRUSSES PER 5/SO.1 4. INSTALL INTERIOR FOOTI14G BELOW SHEARWALL PER DETAILS ON S1.0 /761 TYPICAL SHEARWALL ELEVATION \SO.1/ PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. ROOF TRUSS 2X6 ANGLE BRACE h a, 4-12d TO NAILS (T .) 2x4x6' SYP#2 LATERAL BRACEEA. g-10d_J X -BRACE w/ 2-16d INTO BOTTOM COMMONS CHORD OF EA. TRUSS. 10 GABLE END BRACING S0.1 NO ES: 1. SPACE GABLE END BRACING @ 4'-6" MAX. 2. ALL MATERIAL TO BE SYP#2 3/8" FULL HEIGHT ROD TEN HD R TIGHT PLATE ON TITEN HD ROD COUPLER SDS - THD37634RC (iib"x63/4") V FULL HEIGHT ROD ALTERNATE 13 ATTACHMENT S0.1 L 2x4 SYP#2 OUTLOOKERS @ 24" 0. C. H3 OR H2.5T HURRICANE CLIP @ EA. OUTLOOKER TO TRUSS. -WALL SHEATHING UP GABLE END TRUSS. 2X4 #2 SYP BLOCK @ EACH GABLE BRACE. FASTEN EACH END W/ 3-10d TOENAILS BLOCK TO DBL TOP PLT W/ 2-H2.5T 0.131x3" TOE NAILS @ 8"O.C. FROM BOT. CHORD OF TRUSS TO DBL. TOP PLATE LSTA12 @ 48" O.C. OR DBL TOP PLT TO GABLE TRUSS BOTTOM CHORD W/ SDWC15600 @ 36" O.C. OMIT IF SHEATHING OVERLAPS GABLE 12" MIN (1)MSTA24 STRAPS FO OVER TOP PLATE FASTEN w/18 -10d (2)MSTA24 STRAPS FOLD OVER TOP PLATE FASTEN w/18 -10d MINIMUM 2 PLY U MINIMUM STUD -\ 2 PLY AT 2ND STORY STUD STUDS PROVIDE 1 CS18 STRAPS AT BASE OF STUDS (FLOOR TO FLOOR) SIMPSON DTT2Z w/8- Y4"x1Yz" HTT5 SDS SCREWS \� ALTERNATE FOR ALTERNATE FOR 3/8" FULL HEIGHT ROD 5/8" FULL HEIGHT ROD 14 FULL HEIGHT THREADED ROD so.1 ALTERNATE WALL S 8d COMMON WIR TO BLOCKING @ 2x4 BLOCKING BETWEEN TRUSS. ATTACH AT EACH Wi STUD w/ 3-16 NAILS AT FRAMING INTERSECTION. (MIN. 6-16d BETWEEN EACH TRU' PERPE 6" DOUBLE TOP PLATE DBL. TOP MAX4 NOTCH HEADER PLATE NAILS INTO BEAM. SPACE BELOW TOP PLATE @ 48" O.C. OMIT IF WALL FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) PORCH 8 -GUN NAILS ° °i HEADER, OR HTT4 HOLD DOWN AT BASE (U.O.N) NAILS SEE PLAN. FULL HEIGHT ANCHOR OR DTT2Z ANCHOR OR DTT2Z HOLD DOWN AT MIN. (2)2x4 WOOD HOLD DOWN AT \- BELOW. & (1) ADJ. MIN. (2)2x4 WOOD BASE OF POST TYPICAL PORCH BEAM CONNECTION BELOW. & (1) ADJ. OPTION A TO PORCH HEADER. WALL S 8d COMMON WIR TO BLOCKING @ 2x4 BLOCKING BETWEEN TRUSS. ATTACH AT EACH Wi STUD w/ 3-16 NAILS AT FRAMING INTERSECTION. (MIN. 6-16d BETWEEN EACH TRU' PERPE IF TRUSS REACTION EXCEEDS 2300lbs PROVIDE CRIPPLE STUDS DIRECTLY BENEATH TRUSS 2-SIMPSON H2.5T. /1 STRAP KING POST TO POST BELOW WITH 2-CS16 STRAPS WHEN FULL HEIGHT ANCHORS ARE NOT USED STRAP KING I POST BELOW WITH STRAPS WHEN FULL Iitium I ANCHORS ARE NOT USED Lou Ponrigo and Associates, Inc. I 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 VALL FRAMING SOLID BLOCKING ca•• s�, ATHING EDGE EFS Ij 0 , gyp, l4.0iHM.� 7t 0. fl, �n t PERPENDICULAR JSS CONNECTION 't'1 S T OF DETAIL B ABOVE 5-0.131x3" EA. STUD. vf9��';�A' PARALLEL TRUSS ram"{t DETAIL A Christopher J Sabourin PF FL PE#71461 WALL ADJ. TO ROOF CONNECTION SEE CONSTRUCTION SPECIFICATIONS FOR ROOF AND WALL SHEATHING AND STUD FRAMING. HEADER DOWN CONNECTION LSTA12 FOLDED OVER TOP DOUBLE TOP PLATE PLATE w/5 -10d NAILS CONTINUOUS OVER INTO TOP PLATE & 5-10d 6„ HEADER NAILS INTO BEAM. SPACE MAX @ 48" O.C. OMIT IF WALL FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) SHEATHING IS INSTALLED ° ON FACE OF BEAM 8 -GUN o OR HTT4 HOLD DOWN AT BASE (U.O.N) NAILS FULL HEIGHT ANCHOR OR DTT2Z HOLD DOWN AT MIN. (2)2x4 WOOD BASE OF POST \- BELOW. & (1) ADJ. OPTION B TO PORCH HEADER. TYPICAL PORCH BEAM CONNECTION /I3� IF TRUSS REACTION EXCEEDS 2300lbs PROVIDE CRIPPLE STUDS DIRECTLY BENEATH TRUSS 2-SIMPSON H2.5T. /1 STRAP KING POST TO POST BELOW WITH 2-CS16 STRAPS WHEN FULL HEIGHT ANCHORS ARE NOT USED STRAP KING I POST BELOW WITH STRAPS WHEN FULL Iitium I ANCHORS ARE NOT USED Lou Ponrigo and Associates, Inc. I 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 VALL FRAMING SOLID BLOCKING ca•• s�, ATHING EDGE EFS Ij 0 , gyp, l4.0iHM.� 7t 0. fl, �n t PERPENDICULAR JSS CONNECTION 't'1 S T OF DETAIL B ABOVE 5-0.131x3" EA. STUD. vf9��';�A' PARALLEL TRUSS ram"{t DETAIL A Christopher J Sabourin PF FL PE#71461 WALL ADJ. TO ROOF CONNECTION SEE CONSTRUCTION SPECIFICATIONS FOR ROOF AND WALL SHEATHING AND STUD FRAMING. HEADER DOWN CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A H2.5T @ 32" O.C. TOP & BOT BSEE PLAN C (1)MSTA24 STRAPS D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) 7 W HEADER TIE DON NOTED S0.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. (1)DIAGONAL BRACE PER (4) TRUSSES APPLIED TO BACKSIDE OF WEB. BRACING APPLIED TO FRONT SIDE OF WEBS. CONTINUOUS LATERAL BRACING, SEE TRUSS SHOP DRAWING FOR QTY. AND LOCATION. IF MORE THAN (1) LATERAL BRACE IS NEEDED, OVERLAP BRACE AS SHOWN. PERMANENT TRUSS BRACING SCALE: 3/4" = 1'-0 MIN 2 PLY STUD SIMPSON HTT5 OR HDU5. FASTEN I 26-10d COMONS II' %" THREADED II ROD EPDXIED I �7.5" MIN HTT5 or HDU5 DTT2Z MIN 2 PLY STUD IN LIEU OF 2 STUDS ITS ACCEPTABLE TO SISTER A 36" LONG STUD FASTEN w/12 - 0.131x3" GUN NAILS SIMPSON DTT2Z W/8- Ya xl)� SDS SCREWS Y2" THREADED ROD I EPDXIED 4" MIN OR I Y2x6" TITEN HD H ADER UP CONNECTION CONNECTION UPLIFT CONNECTOR CALL OUT. A LS18 @ 32" O.C. B SEE PLAN C (1)CS16 STRAPS D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) SINGLE TRUSS BRACING Lo I°I I°I II II j I°I I°I II T -BRACE FASTENED TO°I WEB w/ 12d @ 6"O.C. T -BRACE TO BE THEI°I SAME SIZE, SPECIES, AND GRADE AS WEB°I TO BE BRACED. II I`I II MIN 2 PLY STUD IN LIEU OF 2 STUDS ITS ACCEPTABLE GIRDER TRUSS TO SISTER A /lD DE A AA 36" LONG STUD FASTEN w/12 - 0.131x3" GUN NAILS ( SIMPSON FULL HE BRACING NOTES AND SPECIFICATIONS 1.)ALL BRACING LUMBER SHOWN, EXEPT FOR T -BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4 SPF#2 OR BETTER. (LION) 2.)BRACING LUMBER SHALL INTERSECT THE WEB OF THE BRACED TRUSS, PER DELEGATED TRUSS ENGINEER. 3.)PERMANENT PERMANENT BRACING WHERE NOTED ON TRUSS MFR. SHOP DRAWINGS. THE CONTRACTOR SHALL PROVIDE 1x4 SYP#3 OR BETTER BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS BOTTOM CHORDS AND ATTACHED TO EACH TRUS WITH 2-8d COMMON NAILS. AT GABLE END WALLS PROVIDE DIAGONALS AT END WALLS PROVIDE DIAGONALS (APPROXIMATELY 45%) TO THE ADJACENT EXTERIOR PERPENDICULAR WALL BETWEEN EACH LINE OF BRACING TO FORM A ZIGZAG PATTERN ALL CONSTRUCTED OF THE SAME BRACING MATERIAL. THIS REQUIRMENT IS NOT NECESSARY AT HIP ROOFS. ALSO ALONG EXTERIOR WALLS PARALLEL TO BOTTOM CHORD BRACING PROVIDE DIAGONALS IN THE END SPACE BETWEEN THE WALL AND THE FIRST LINE OF BOTTOM CHORD BRACING AT A MAXIMUM SPACING OF 20 FEET. GIRDER TRUSS OR BEAM (2)MTS12- LTT20B THREADED ROD \-(2)H2.5T \-(2)H2.5T WITHIN 6" OF MINIMUM GIRDER (SEE PL N) 2 PLY AT 2ND STORY STUD STUDS PROVIDE Y2" THREADED ROD 2 CS18 STRAPS EPDXIED 4" MIN OR AT BASE OF STUDS Y2x6" TITEN HD (FLOOR TO FLOOR) LTT20B HOLD DOWN ATTACHMENT DETAIL MINIMUM 2 PLY HOLD DOWN SEE PLA STUD Sib" ROD = DTT2Z �5/8" ROD = HTT5 BUILT-UP POST, BUILT-UP POST, --- SEE PLAN. SEE PLAN. OPTION 1 OPTION 2 ULL HEIGHT TR CONVENTIONAL rvm-ew 1 GIRDER / BEAM STRAPPING NOTED S .1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN REVISIONS DATE FIELD ALTERATION CON TRACT"OIL SHALL CONTACT LOU PONTIGO S ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS, ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO E ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. T Z U 0 Ln W W W WUW7 � z d 0 Z n Q � W m�Ln 0 rn rn Z 00 J U TYPICAL FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CON"TACT THE E.O.R. PLAN NAME CUMBERLAND - CARIBBEAN DESIGN/DRAWN/CHECKED CS KM /LAP DATE 03.06.18 ASCALE S NOTED LPA No. TOLL -18-00202 CONTROL No. 3615 S1-1ELT 50.1 SHEET 2 OF 9 OVERLAP SIDEWALL TOP PLATE ALWAYS PLACE OVERLAP SIDEWALL HEADER AT TOP PLATE CRIPPLE TOP OF ROUGH STUD OPENING —1 L ttt GARAGE GARAGE HEADER, GARAGE HEADER, (2)20ga STRAPS . . . . s . . . . HEADER ALWAYS PLACE SEE PLAN SEE PLAN HEADER TO JACK . . . _ . . . . . . HTT5 w/ GOAL POST. FASTEN TO STUD Sid" THREADED ROD HEADER AT PACK WITH 2—ROWS OF 16d EPDXIED 12" TOP OF ROUGH RING SHANK NAILS @ 12" O.C. '7 0 (2)20ga STRAPS OPENING EXTEND HEADER TO 2 2 2 2x4 BLOCKING 4-0.131x3 TOE NAILS (2 EA. SIDE) HEADER TO JACK ATTACH GARAGE DOOR THRU (2)2x6 KING STUDS UPRIGHT BUCK DIRECTLY INTO / FAR SIDE OF WALL HTT5 W/ STUD PACK, PER GARAGE DOOR (2)MSTA24 6x6 POST AS SHOWN. H3 ®EA. 2x 4 O.C. PLACE NOTE (2)2x6 JACK STUDS" THREADED ROD SUPPLIER (2)MSTA24 6 6 6 ouTLOOKER AT 24" o.C. PLACE GABLE END TRUSS TO THE INT. FACE OF EPDXIED 12° 4'-0"x4'-0" PIECE OF WALL ROOF SHEATING INSTALL AT UPPER BALLOON FRAMED WALL o STUD SPACING, SEE AND FASTEN TRUSS TOP SHEATHING / (2)2x6 CORNER 1" BELOW GARAGE HEADER DETAIL A FRAMING PLAN SCHEDU A BOTTOM CHORDS WALL HTT5 w �! JACKS ON EXTERIOR STUD TRIMED AS 5-12d TOE 2 2x STUD CORNER THREADED ROD AND 1 SHOWN / ( ) �o o � ALWAYS PLACE () ) NAILS EACH STUDS w 2-0.131X3" 2x4 BLOCKING AT NAILS AT EA. STUD. EPDXIED 12" s s s s s s HEADER AT KING. 48" O.C. BETWEEN TRUSS TOP OF ROUGH FASTEN SHEATING TO HEADER w/ 8d COMMON Qa GALV. BOX NAILS GABLE AND FIRST P.T. SOLE PLATE / �' INTERIOR TRUSS. OPENING IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING FASTEN GABLE END GARAGE HTT5 w/ JACKS AND KING SOLE PLATE FLOOR ANCHOR !Ys" THREADED ROD (STUDS, BLOCKING &SILLS TYP. TRUSS w/ FULL HT. STUDS PER PLAN. ANCHOR AND HA4 EPDXIED 12" A C EA. END SOLE PLATE GARAGE WING WALL SECTION HTT5 w/ DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS ANCHOR 1 THICKENED SLAB EDGE" THREADED ROD 'A AT GARAGE OPENING. EPDXIED 12" 4 6x6 POST WITH ABU66 P.T. SOLEs " \ THICKENED SLAB EDGE AT w/ /s THREADED ROD ? I I NOTES: PLATE GARAGE OPENING. EPDXIED 12" MIN. 1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. ° I a. °.a' CONVENTIONAL SW GARAGE WING WALL ELEVATION ° � �� s. e ANCHOR PER SCHEDULE. e a ° NO FULL HEIGHT ANCHOR ,< REQUIRED. 1 GARAGE HEADER FRAMING 2 GARAGE CENTER WALL FRAMING 3 GARAGE WING WALL FRAMING LESS THAN 12" 4 BALLOON FRAMED GABLE END OTED S0.2 OTEO S0.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0. S0.2 SPLICE 2x6 x 4'-6" P.T. SYP No.2 EXPOSED RAFTER TAIL TO EACH ROOF PORCH BEAM SUPPORT POST TRUSS @ 4" O.C. JACK STUD JACK STUD IF 4x4 IS SPECIFIED ON PLAN, '2x4 P.T. SYP No.2 AT DOOR AT DOOR USE (2)2x4 SPF#2 SUPPORT. / BLOCKING/CLOSURE FASTEN MIN. (2)2x4 PT SYP #23 w/ 3-12d TOE NAILS, RIP IF 6x6 IS SPECIFIED ON PLAN, WALL `0. DOWN TO REQUIRED DEPTH 24" MAX. USE SHEATHING PRE—ENGINEERED RATED WALL SHEATHING w/ 12" MIN. 2FUP7 ' WOOD ROOF TRUSSES. 12d COMMON \ Y4%3YATTACHPORCHBEAMO RT " 8d ® 6" O.C. EDGE & FIELD. "--� CS18 w/ Idx1Yz WIRE NAILS PLAN VIEW TAPCON PLAN VIEW SIMPSON LTT20B I SUPPORT POST w/ (2)HTS20. EACH END 48 1 CSD 4° O.C. SCREW RECESSED IN SLAB I; O.C. STRAP AN BE I STAGGERED w/Yz" THREADEDI ATTACH SUPPORT POST TO INSTALLED E THER ROD EPDXIED 4" SOLE PLATE � FOUNDATION WITH HTT4 FACE OF STD _ CS18 w/7-1 Odx1Yz" ANCHOR 11 Z /s.. Ox6" EMBED EPDXY ROD. U.O.N. EACH END ® 48" ---- •--- -- w/ s O.C. STRAP CAN BE UPLI SYP#2 PT SOLE PLATE FT CONC. CONC. BOX COLUMN I INSTALLED EITHER CONNECTOR SLAB � FACE OF STUD SLAB MAY BE USED IN LIEU OF 4x4 OR 6x6. FLOOR FLOOR 8d ®3 FLOOR WATER PROOFING AT DOUBLE LOWER PORTION OF TRUSSES TRUSSES TRUSSES ELEVATION VIEW ELEVATION VIEW BOX COLUMN BY BUILDER OR JOIST. 0 JOIST. OR JOIST. TOP PLATE IF PT MATERIAL IS NOT USED. OPTION B BEAM SEE I OPTION A OPTION B OPTION A OVERLAP PLAN 1 STRAPPING SHEATHING OPTION C DROPPED BEAM ,� 5 FRONT ENTRY )AMB FASTENING 6 BOX COLUMN DETAIL W,,a,, 7 WALL STRAPPING OVE BEAM 8 RAFTER TAIL DETIAL 2,1 DIED S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SO. OLEO S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0. e KING STUD TO TOP PLATE: SDWC15600 SCREW. STUD TO TOP PLATE: SDWC15600 SCREW. ® 32" O.C. STUD TOO TOPE PLATE: STUD TO TOP PLATE: SDWCO SCREW. SDWC15600 SCREW. ® 32" O.C. ® 32" O.C. STUDS TO TOP PLATE SSTUD TO BOT PLATEw DWC15600 SCREW. BOT PLATE TO TRUSS Y4 0X" LAG SCREACI W ®32" O.C. 1—MSTA24 HEADER TO JWITH ROUND WASHER AT EACH FLOOR TRUSS BOT STUD TO BOT PLATE: PLATE TETO FRAMING BOT PLATE TO FRAMING BELOW T 32" O.C. BELOW CS180 32" O.C. BOT PLATE TO TRUSS IRUSSES PERPENDICULAR TO WALL ABOVE SDWC15600 SCREW. Y4"0X" LAG SCREW ® 32" O.C. WITH ROUND WASHER 24" O.C. TR SS OR BEAM PARALLEL TO WALL ABOVE 9 WALL STRAPPING DETAIL KWHEN 10 WALL STRAPPING DETAIL WHEN 11 WALL STRAPPING DETAIL MIEN OTED g0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN OIED S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN CITED S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN LOU Pont igo and Ass 'dates, Inc. 420 sceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 Christopher J Sabourin PE FL PE#71461 REVISIONS DATE i I FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 6 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO E ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. MISC FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME. (CUMBERLAND — CARIBBEAN DESIGN/DRAWN/CHECKED CS / KM /LAP DAME 03.06.18 SCALE AS NOTED LI'A No. TOLL -18-00202 CONTROL No. 3615 SHLEI S0.2 SHEET 3 0F Q 22 STAIRS BY BUILDER 0 I - li Ln "0 9 r-- S1.01 I' 0 I 10"x10" MASONRY PIER BELOW ARCHITECTURAL COLUMN ABOVE. REINFORCE w/ (2)#5. VERTICALS w/ 6" HOOK INTO FOOTING. TOP OF PIER = F.F.E. FOOTING SCHEDULE AND NOTES 76'-9" TYPE I LENGTH I WIDTH I DEPTH I BOTTOM BARS F2.0 2'-0" 71'-4" -- 1'-0" 3-#5 EA. 5'-5" F2.5 2'-6" 2'-6" 1'-0" 3-#5 EA. 4'- 7„ F3.0 3'-0" 3'-0" 1'-0" 3-#5 EA. 10" F3.5 3'-6" 3'-6" 1'-0" 4-#5 EA. WAY BOT. F4.0 4'-0" 1 S1.01 2 1 S1.01 S1.01 1'-0" 4-#5 EA. 3 S1.01 F4.5 4'-6" 4'-6" 1'-0" 4-#5 _ WAY BOT. HP II -- - ^ 1 I I 1 1MONO FOOTING TO SIM. 1 ' 1 STEMWALL w/ (2)#5x30" I 3 I DOWELS EPDXIED 6" S1.01 1 �X;2-#4x4'-0" MIN. (TYP.) I SAWCUT I 0 „ 14 -8 ,�PROVIDE -11 CORNER CRACK BARS �I 1 II I I 10B 1 CO AT SLAB MID -DEPTH. ( 6 s1.o1 _ - �I I co 1 I' S1.01 I Q F3.5 I _a 4 SIM. 3 7'-11" I S1.01 I S1.01 w 1 o „ I - - 1 a I I � 1'_4 o I N 0 N 1 I 6 I S 1 1.o1 SAWCUT II I � - - 10B I � 1 _ I I STAIRS BY v? S1.01 7CUTS 1 I; 6 _11 6 1 S1.01 � S1.01 I I BUILDER I I SIM. 9 rl SUM 1 MONO FOOTING TO STEMWALL w/ (2)#5x30" PROVIDE SAW PER 1 5/S1.01 BUILDER TO COORDINATE WITH FINISH 1 I - ;, _L._.. I \ 6 I I S1.01 _. I L_ I 4 - 3 S1.01 S1.01 -_- - DOWELS EPDXIED 6 j` FLOOR MATERIAL. - I:-_ MIN. (TYP.) J --.- f SLIDING GLASS DOOR FRAMES MUST BE RECESSED Lo � CN F2.5 �- 1 5' 5" - - - - - - SEE ARCHITECTURAL PLANS FOR LOCATION OF SLIDING 6'- 1" 4'-4" 9'-9" -0 6'-9 1 ' 8 S1.01 1 1 I GLASS DOORS. JI\- 4" CONCRETE SLAB w/ I LO 10"�77771 FIBERMESH Com? 1.5 LBS/CU.YD. 1 1 i OF CONCRETE OR 6x6 W1.4xW1.4 WWF ON EMIL VAPOR BARRIER i 1 I I I PAVERS �BY OTHERS 1 I I ( 1 IN PREPARED GRADE. o I 6' 8 1 j S1.01 S1.01 I ^ �BYOTERS MONO FOOTING TO S1601 I I I 0I 1 STEMWALL w/ (2)#5x30" 8 v 1 1 1 1 1 S1.01 DOWELS EPDXIED 6" MIN. (TYP.) 1 1 1 MONO FOOTING TO 1 1 27'-7" STEMWALL w/ (2)#5x30" 1� 1 DOWELS EPDXIED 6" L f- I I 1 I MIN. (TYP.) I - - - - - - - - - - - - r -i_- ,.. .. t a , - - -- --- HB - - - - - - - - - - - - - - --- -- -J--------- - - - - - - - - - - - - - - - - - - - - -- 9 1 F2.5 9 S1.01 S1.01 S1.01 10" 10" 9'-2" 60'-0" 10'-0" 6'-9" 76'-9" TYPE I LENGTH I WIDTH I DEPTH I BOTTOM BARS F2.0 2'-0" 2'-0" -- 1'-0" 3-#5 EA. WAY BOT. F2.5 2'-6" 2'-6" 1'-0" 3-#5 EA. WAY BOT. F3.0 3'-0" 3'-0" 1'-0" 3-#5 EA. WAY BOT. F3.5 3'-6" 3'-6" 1'-0" 4-#5 EA. WAY BOT. F4.0 4'-0" 4'-0" 1'-0" 4-#5 EA. WAY BOT. F4.5 4'-6" 4'-6" 1'-0" 4-#5 EA. WAY BOT. 1. THIS FOUNDATION PLAr, ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. FOUNDATION PLAN SCALE: 1/4" = 1'-0" N 0 N STAIRS BY BUILDE It 0 CD I � 10"x10" MASONRY PIER BELOW ARCHITECTURAL COLUMN ABOVE. \--REINFORCE w/ (2)#5 VERTICALS w/ 6" HOOK INTO FOOTING (4 PLACES). TOP OF PIER _f F.F.E. SYMBULS LEL3ENL) - - - - - DESIGNATES FOOTING LINE -- DESIGNATES SAWCUT LINE INTERIOR LOAD BEARING WALL 7q77/ DESIGNATES SLAB RECESS Lou Ponligo and Associates, Inc. 420 Osceola Avenue Jax. Bealch, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CAV 3579 J �d-si "moi Y °'.' a. h �4 r'a y�' •° P�q Aa • 1 7461 't Christopher J Sabourin PE FL PE#71461 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 5 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO E ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. Z Z ULD Q Lf) Lf) Lu w r)l m D J LLJ U LLj T z � � Q p z a m�� J Q O J w ~ 0 Z Ln m 00 I U FOUNDATION DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IFA DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PjLAN NAME CUMBERLAND - CARIBBEAN DESIGN/ �RAWN/CHECKED CS / KM LAP DATE 03.06.18 SCALE AS NOTED LPA No. TOLL -18-00202 CQNTROL No. 3615 SHEET S1.0 SHEET 4 OF 9 E AT WALLS GREATER THEN 4'-0" HIGH, NOTIFY E.O.R. FOR TEMPORARY BRACING LAYOUT PLAN AND PERMANENT LATERAL SUPPORT DETAIL. GRADE OR CONC. SLAB, SEE PLAN. STEMWALL SCHEDULE CMU REINFORCING COURSES 1 TO 6 ##4 VERT. (D 48"O.C. 7 TO 10 ##4 VERT. @ 24"O.C. 11 TO 12 ##4 VERT. © 8"O.C. STEMWALLS OVER 6 COURSES TO HAVE TRUSS TYPE HORIZ. JOINT REINF. BETWEEN EVERY OTHER COURSE. FILL CELLS SOLID. -TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. _(1)#5 CONTINUOUS, PROVIDE CORNER BARS (TYPICAL) 12" HOOK INTO SLAB. MONO SLAB FOOTING AT PORCHES, WHEN SPECIFIED ON PLAN. SLAB ON GRADE, ° SEE PLAN. #4 DOWEL TO MATCH VERT. STEMWALL REINFORCING (SEE SCHEDULE) w/ 6" HOOK INTO °4 \ FOOTING. LAP VERT REINFORCING T25 HANE 3TEMWALL IS GREATER COURSES. CONT. CONCRETE FOOTING 8"d x 16"w 1—STORY, w/(2)#5 CONT. 10"d x 20"w 12—STORY, w/(3)#4 OR (2)#5 CONT. STEMWALL FOOTING SCALE: 3/4" = 1'-0" TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PROVIDE _ CORNER BARS (TYPICAL) 12" HOOK INTO SLAB.--\ SLAB ON GRADE, SEE PLAN. a 8" CMU STEM WALL W/__Z #4 VERTICAL DOWELS @ 24" O.C. --� 90° BEND INTO FTG. o o I CONTINUOUS CONCRETE— FOOTING ONCRETE FOOTING 3" CLEAR Q 10"x20" J U w/ 2—#5 CONT. STEMWALL AT GARAGE SCALE: 3/4" = V-0" TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. SLAB ON GRADE— SEE PLAN I SLAB ON GRADE, SEE PLAN. Z xQ oD a 4 j Co p� ��\\`\ N 4°' ;\ j`I') ALT. FOOTING AT BUILDERS DISCRETION. #3 © 48" O.C. OR ROD CHAIRS (TYP.) 12" w/(2)#5 CONT. TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. 1—#5 CONT., PROVIDE 52„ CORNER BARS (TYP.) SEE 7B/S1.01 SEE ARCH PLAN f SLAB ON • ° 4 -�— o---- GRADE, 4a _--------1� -- SEE PLAN. !\\\\ SHOWER PAN SLOPES TO DRAIN SEE ARCH r� PLAN. MAINTAIN 4 MIN. SLAB THICKNESS. \ 4 \ ° ° 4 4 \\\ • °. STEMWALL, SEE 1 S1.01 -2 FOOTING S1.01 (IF REQUIRED) 1" DEEP SAWCUT w/ ELASTOMERIC SEALANT / SHOWER RECESS SLAB ON GRADE, SEE PLAN NOTES: 1) PROVIDE SAWCUTS TC CREATE APPROXIMATE 12' X 12' MAX. SQ. 2) SAWCUT CONC. SLAB WITHIN 4 TO 12 HOURS OF CONC. PLACEMENT. S SAW CUT[DETAIL S1.01 BOND BEAM w/1—#5 GRADE OR CONC. SLAB, SEE PLAN. MONOLITHIC EDGE FOOTING 9 S1.0 PAVER BY OTHERS \� 8" MASONRY `STEM WALL w/ "1—#4 © 48" O.C. O m 12" THICK x 20" WIDE w/ (2)#5 CONT. PORCH STEM WALL WALL FRAMING TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. 8" CMU OPEN BOTTOM LINTEL BLOCK w/ 1—#5 CONTINUOUS SLAB ON GRADE— SEE PLAN SLAB ON _-- ---�_ — —_ -- L,- -- - GRADE, SEE PLAN. \\/ •a o / OPTIONAL8"x16" 1—STORY, w/(2)#5 CONT. 2" FLAIR 8"x2o" 2—STORY, w/(2)#5 CONT. BEARING AT INTERIOR MATCH DOOR WITH, SEE ARCH. PAVING BY BUILDER E. J. MATERIAL 34" RECESS SLAB ON ` - GRADE, a ° . SEE PLAN. 12"x12" DETAIL 10B 4 a d SOLE PLATE ANCHOR, SEE 3/SO.0 8" CMU STEM WALL \ , - #4 VERTICAL DOWELS @ 24" O.C. 90` BEND INTO FTG. J • - "° CONTINUOUS CONCRETE FOOTING < 3" CLER Q A Li v 10"x20" w/ 2—#5 CONT. i GARAGE STEM WALL (IF REQUIRED) STEP, SEE ARCH. (4" MAX.) EQUAL TO SLAB THICKNESS. 7B @ SLAB RECESS B WALL FRAMING --\RICK VENEER ISACCEPTABLE WITHOUT INCREASE OF FOOTING SIZE. 1#5 CONT. SLAB ON GRADE, SEE PLAN. THICKENED EDGE 8"x8" w/ 1—#5 CONT. DETAIL 10A THICKENED SLAB STEP, SEE ARCH. PLAN SLAB ON GRADE, SEE PLAN. 1—STORY, w/(2)#5 'CONT. 2—STORY, w/(2)#5 CONT. MONO. FOOTING AT STEP-DOWN Lou Pontigo and Associates, Inc. 420 Osceola Avenue lax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 ,qhs•- "•/1�,/ o. 61 T OF . p��r+ 8 {rye P _ O+ 1 1 6/ eara¢Ias:aa Christopher J Sabourin PE FL PE#71461 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CON TACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO E ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. 2 z U 0 Q � w w m � U w F__ Z a Z Q w Q � D � w N m O� FOUNDATION DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. CSFNAME — CARIBBEAN WN/CHECKED KM /LAP DATE _ .off 3O6.,s SCALE i AS NOTED LPA No. TOLL -18-00202 CONTROL No. 3615 SHEET S1.01 SHEET 5 OF g SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW 3 6 SHEARWALL SHEATHING TO BE APPLIED. 8d @ 9 DESIGNATES 8d COMMONS @ 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (22x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. --- BEAM OR TRUSS, SEE PLAN ANCHOR LEGEND X3�" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 X55/8" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 3,8" A307 DIAMETER THREADED VERY IMPORTANT NOTE: ® ROD TERMINATES AT FIRST FLOOR 6X6 POST WITH ABU66 W/ TOP PLATE, SEE DETAIL 12/SO.1 (2)2x6 ^' ! 5/B" THREADED ROD RODA307 DIIAMESER THR ADEDOOR SPF#2 I EPDXIED 6". SEE 3/SO.2 SHEATH WALL TOP PLATE, SEE DETAIL 12/50.1 .f CONTINUOUS THRU (2)2x6-1 /1 (2)2x6-1 /1 POST. (2)2x6_1/1 L )2x6-1 /1 - BUMP OUT WALLS. SIMPSON HTT5 SEE DETAIL 15/SO.1 i OSB WALL I SEE DETAIL • SIMPSON DTT2Z SEE DETAIL 15/S0.1 v 3/SO.2. O I SHEATHING. 3 U I I w (n O N I < ( I CIJ I� SIMPSON LTT20B SEE DETAIL 15/50.1 °d° I w X X WALL STUD SCHEDULE O© L In I M I O^ ^ PLATE STUD SIZE N H- F- I I I I N LOCATION HEIGHT & SPACING w (n I Q I I SHEATH WALL s'-,° 2x4 SPF 2 ®16" O.C. F- N I CONTINUOUS THRU EXTERIOR MAXLo # w IBUMP OUT WALLS. 10'-1 2x6 SPF#2 @ 16" O.C. or EXTERIOR CL _ � � I4 � I MAX 2x4 SPF#2 @ 12" O.C. \ � N N I FASTEN TOP OF WALL I I EXTERIOR 10;_10 TO 2x6 SPF#2 @ 16" O.C. 00 It x I (4)2x4 I PER DETAIL 5E S0.1. ----- - 1o' -O" / SEE DETAIL INTERIOR 2x4 SPF//2 @ 16" O.C. °X° � N SPF#2 I MAX N POST. I W I I 2/50.2. INTERIOR 12'-0" 2x6 SPF#2 @ 16" O.C. or MAX 2x4 SPF#2 @ 12" O.C. � O - _...__ W N I I N STUD NOTES --�� W N \ 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE N N 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. ---j W x X CONTRACTOR MAY INCREASE STUD SIZE TO MEET C� N N ARCHITECTURAL REQUIREMENTS. - Q 4 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN Q I I SHEATH WALL YELLOW PINE. CONTINUOUS THRU 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 177 -, BUMP OUT WALLS.5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALL5 SEE DETAIL TO CONCRETE SLAB w/16d MASONRY CUT NAILS @ 16" O.C. 01 (3)2x6 1/SO.2. IMINIMUM. SEE 3/SO.0 FOR ADDITIONAL ANCHORS AT SPF#2�IISHEARWALLS aTo POST. J(2)2x10X , a ------ -----COMBINED USE PANEL NOTES N CN € SPF 2 O 1. EXTERIOR WALL SHEATHING SHALL BE PN ; 4 2x4 (2)2x6-1 /1 (2)2x6-1 / \ x I CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST POST. TOP PLATE. SEE DETAIL 1/S0.1 FOR SHEATHING I cD N SPLICE LOCATIONS FOR MULTI STORY CONDITIONS lei W `. 2. SEE SHEET S0.0 FOR WALL SHEATHING fi I FAST OF N ALL TOP PER I N SPECIFICATIONS. r -(I -- .� 3. UPPER MOST TOP PLATE SUPPORTING ROOF DETAI 1------- t MEMBERS SHALL BE STRAPPED AS SHOWN IN W I w I �� I s DETAIL 1/S0.0 >� I '1[1OSB WALL I 5E/S0.1. I O < COCN m I - -SHEATHING. i I m \ _0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL ..N Q o I I X I 3/S0.0 L i O o (I I N STRAP HEADER °w°1j I N .� GENERAL NOTES N cy- PER 7/S0.1 I I, ( w �p 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL. \ IQ I I ( 0_ I M r� (- SEE WALL STUD SCHEDULE THIS SHEET FOR STUD 1 up 6X6 P.T. SYP 2 POST SIZES AND SPACING. AT GIRDERS AND BEAMS, II O m I C7 I # PROVIDE STUDS BELOW TO MATCH BEAM GIRDER II PROVIDE MIN. I I I N w/ABU66. SEE DETAIL PLIES. BEAM/ (2)INTERMEDIATE 2/S0.1. (TYPICAL) 2. SEE SHEET SO.0 FOR ROOF AND FLOOR "" FAS EN TOP OF WALL I / ( N JACK STUDS. I SHEATH CONT. THRUI I x I SHEATHING SPECIFICATIONS. IPEP DETAIL 5E/S0.1. X N 6x6 P.T. SYP#2 POST PERPENDICULAR WALL I I N ^I N 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE I I I OSB WALL w/ABU66. SEE DETAIL I I I N � PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES 2/SO.1. (TYPICAL) / ) - 2 2x10 TOGETHER PER DETAIL 6 S0.0 l SHEATHING. I (3)2x10- /2 I 2 2X1 2 _.__� _ _ _Z _- -. -- ( ) 4. INSTALL SOLE PLATE ANCHORS PER DETAIL - -__ - - " _ - - 0.0 (2)2x6-1 /1 (2)2x8-1/2 (3)2x6 PROVIDE IN.7 STRAP HEADER (2)2x6-1 /1 SEE 3/S0.1 FOR BEAM 5. AT SHEARWALLS, PROVIDE DIAPHRAGM SEE 3/S0.1 FOR BEAM -� SPF#2 2 INTERMEDI TE POST. ( ) PER 7/S0.1 CONN. (TYPICAL) ATTACHMENT PER DETAIL 5/S0.1 CONN. (TYPICAL) JACK STUDS. 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING AND HOLD DOWNS CS18 STRAPPING DETAIL CS18 STRAP w/ 10" END LENGTH. FASTEN {j THIS END w/ 9-10d. I III o WALL FRAMING I lil o J II I, NO NAILS REQUIRED FLOORIIS IN CLEAR SPAN TRUSSES OR JOIST. ' I II � WALL FRAMING z SHEARWALL NOTE: SW: 3/6L CS18 STRAP w/ 10" SW: /6 DESIGNATES SHEARWALL END LENGTH. FASTEN NAILING - 8d @ 3" EDGE AND 6" "FIELD" THIS END w/ 9-10d. I SOLE PLATE ANCHORS - SEE SCHEDULE ON ON D ---TAIL 3/SO.0 I FIRST FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" SOLE PLATE ANCHOR SPACING SCHD ALL EX ERIOR WALL 42" O.C. UNLESS OTHER NOTED SHEA WALLS 24" O.C. (SW d@3"/6") SOLE PLT @ WHEN NOTED ON PLAN SEE NOTE 2 1. IN TALL SOLE PLATE ANCHORS PER DETAIL 3/ 0.0 2. AN ]HOR SPACING SHALL BE AS NOTED. FOR FEX MPLE - SOLE PLT @ 36" = 36" ON CENTER SPACING LOU Ponti�,,o and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 'c\\\\�`�y •.��p.smwarbw♦ �� 'ems c, 61 �c►: ST OF e I RID Christopher J Sabourin PE FL PE#71461 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO &ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 6 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. FIRST FLOOR FRAMING eLAN I L T SCALE DIMENSIONS FROMRAWINGS. IF A DIMENSION ISCLEAR REFER TO THETECTURAL DRAWINGS OR CONTACT TI -IE E.O.R. PLAN NAME (CUMBERLAND - CARIBBEAN DESIGN/DRAWN/CHECKED CS KM LAP DATE 03.06.18 SCALE AS NOTED Lf A No. TOLL -18-00202 CONTROL No. 3615 SHEET SIA SHEET 6 OF�9� 7t r-, 0Ic M, RAFTER TAILS, SEE DETAIL 8/SO.2 (TYP.) 8 SO.2 2x6 BLOCKING BELOW WALL ABOVE. FASTEN EACH END W/(4) 10d @ 4" 0.C. 2 1 S0.1 SIM. PORCH CEILING SHEATHING AT BOTTOM CHORD OF TRUSS SEE 2/S0.1. I 10 1 10 S0.1 2)HTS16S0.1 SO.1 � I T9 Manuf --------- _ __. __ _ F1301 18' 3 1/2" onCENTERO LVL 2.0E 1 3/4" x 16" 4 4 F9 THD26 15 USP - - NAL __ 67ei1 ! T18 FLII PE#71461 I THD46 T8 \ / \ / \ \ / I \ 1 1 / 1 /II F8 \ l \ I \ / T13 / / \ / \ / / lh THD46 \ / \ / E \ / THD2 \/ \/ 1/ F8 T8 I\ 11 L4 THD46 THD2 1 F8 T87--7 81 1 THD2 THD46 F8 OSB BLOCKING PER (2)2x6 BLOCKING BELOW T8 _ -.- ---.�I THD46 DETAIL 5E/S0.1 WALL. FASTEN EA. END w/ T 22� (4)10d TOE -NAILS (TYP.) Nno SHEATH WALL CON Fg -T T7 THRU LOW ROOF T I ^ „ I _ THD46 GIRDER BELOW THDz I T6 o F8 JUS24 � Dzs- in �' r� T u F7A - FT1 > > > k (2)HTS16 >; F7 — JUS24 T5 Jus2a N T15i E FT1 f= I (2)2x6 BLOCKING BELOW T5 WALL. FASTEN EA. END w/ T141 -- (4)10d TOE -NAILS (TYP.) - F7 5 - T13,\ ! " I T5 _ (2)HTS16 F 3 a T4Trrl-_U') f - THDz THD46 F5 F6 (2)H S16 7s24 I / - T3">> > > I F3 THD46 US24 SHEATH WALL CONT. THD2 THD46 MSH422 I OSB BLOCKING PER THRU LOW ROOF TO 2ND I THD46 I DETAIL 5E/S0.1 LEVEL BOTTOM PLATE I< SHEATH WALL CONT. JUS2 > 1IW THD46 THD46 GIRDER BEL01W D46 � --� ,y _ 77 7 1 THozG i F2 I 1 51 .3 1 46 THD46 THD2 Imo( p) I tll I N 1 d 1THD46 THD46 1 > h THIJA ! O N / 1 1 / 1 / V I InI F2 OSB BLOCKING THD46 I 1 \ / \ / \ > \ 1 / / / THD2 g1( THD46 PER DETAIL \ / \ / THD46 5E/SO.1 THD I 1 / 1 / F- I THD2 F2 t\ 11 I\ 1 l\ l\ I \ I \ —\ I - THD46 � I ( THD46 I l\ l \ l N � > 1 - -- jHD2l5 F2 I, L� I F_ T1 (_)HTS16 (2)HTS16 2 10 1 10 SO.1 SOA SO.1 SOA , SIM. Products Manuf PlotID Length Product Plies Net Oty F1301 18' 3 1/2" onCENTERO LVL 2.0E 1 3/4" x 16" 4 4 USP Floor Truss Connector List Manuf Product Qty USP MSH422 1 USP THD46 23 Roof Truss Connector List Manuf Product Qty USP JUS24 6 USP THD26 15 USP THD26-2 2 TRUSS / ROOF RAFTER NOTES: STRAPPING NOTE' --- 1 OTE' 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH 2-12D TOELNAILS & 1-SIMPSON SDWC15600 SCREW UNLESS OTHERWISE NOTED FLOOR AND ROOF TRUSS PLACEMENT PLAN SCALE: 1/4" = 1'-0" RAFTER TAILS, -SEE DETAIL 8/SO.2 (TYP.) 8 S0.2 2x6 BLOCKING BELOW WALL ABOVE. FASTEN EACH END W/(4) 10d © 4" 0. C. 8 SE2 SIM. 2 SO.1 hr, RAFTER TAILS, I SEE DETAIL 8/SO.2 (TYP.) SIM. 2 t SO.1 PORCH CEILING SHEATHING AT BOTTOM CHORD OF TRUSS SEE 2/S0.1. SYMBOLS LEGEND TS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: 1. JR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.0. 2. RSPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. RGENERAL DESIGN SPECIFICATIONS SEE SHEET SO.0. 4. EN USING (2)H2.5T CLIPS ON 1'/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. TRUSS FASTENING DETAILS STUD DIRECTLY BELOW TRUSS TOP PLATE TO SDWC15600 STUD SDWC15600 TRUSS TIE DOWN WITH SIMPSON SDWC Rafter to Top Plate shown Truss to Top Plate similar Optimal 22Y' 10' 0' 30' E UD DIRECTLY LbW TRUSS Y„Max IISDWC15600 TOP PLATE TO STUD SDWC15600 Note: 1. Sloped -roof rafters may be sloped up to and including a 12:12 pitch and must be "birdsmouth” cut. 2. Reference detail 4 for installation instructions. SI PSON SDWC INSTALLATION RANGE ST D NOT DIRECTL I � B LOW TRUSS SDWC15600 Note: Reference detail 2a for installation angle limit SDWC INSTALLATION Rafter to Top Plate shown (Truss to Top Plate similar) 4 m0 7 JISTUD NOT DIRECTL 1_1 ®Do not install SDWC in hatched area SDWC15600 Overhang 1 1/2" MIN 2" MAX SD C INSTALLATION RANGE 14 minimum edge distance for full values (with or without a plate splice) A* from top plate . r splice Offset for full values Rafter or Truss Splice may be in upper or - lower plate AT TOP PLATE SPLICE STUD NOT DIRECTL Lou Ponligo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 I1114'eleee '�ti0o"O nuI�� `%,I,,µE R J, ' M!§&.,q ,, �•`+" iy''%✓¢r, • fix¢ • : s 0. 61 x o S T OF f`I NAL 67ei1 ChristophIer J Sabourin PE FLII PE#71461 I REVISIONS DATE FIELD ALTERATION CONTRACT OR SHALL CONTACT LOU PONTIGO a ASSOCIATES PRIOR TO MAKING P NY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 5 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. I Z U 0 Q Un w w LLJ U Ljj m � f— Q p Z In m�� Q J � —� 0-) w O � Ln m Oo FLOOR AND ROOF TRUSS PLACEMENT PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME CUMBERLIAND - CARIBBEAN DESIGN RAWN/CHECKED CS KM LAP DATE 03.06.18 SCALE S NOTED LPA No. TOLL -18-00202 C NTROL No. 3615 SHEET S1.2 SHEET 7 OF g SHEATH WALL CONT THRU LOW ROOF TC GIRDER BELOV� SHEATH WALL CONT. THRU LOW ROOF TO 2ND LEVEL BOTTOM PLATE Iff O C0 \ _J Q W p D_ W O J W m n V) _J Q F- W C) W n OD CO U (2)2x6-1 /2 v I L.. Lj I o I 1n Ln I U U I I I I I N I I� Cn 0 I II _J �3 O Q W J p Q ry 3:W -- n Q O 0 W m V) U CO cn I (2)2x6-1 /1 (2)2x6-1 /1 C cPr-nt\in P:i nnD F:E) A NAI 3UhLC: 1/-F = I -U I SHEATH WALL CONT. THRU LOW ROOF TO I GIRDER BELOW � PLAN N (n O Cn Cn\ p r 0_- J O Q W J p J Q W Q O In W m PRE-ENGINEERED WOOD ROOF TRUSSES. WALL SHEATHING USP THD26 HANGER 1 SECTION S1.3 SCALE: 3/4" = V-0" EA. STUD TO 90LE PLATE w/ SDVC15600 SDWC15600 24" O.C. FLOOR /-SHEATHING USP THD46 PRE-ENGINEERED HANGER WOOD FLOOR TRUSSES. BEAM FB01 SYMBOLS LEGEND -"-''-"-- DESIGNATES SHEARWALL. THE H ODEN LINE DESIGNATES SIDE OF WALL THE SW 3 6 SHEARWALL SHEATHING TO BE ,APPLIED. 8d @ b1 DESIGNATES 8d COMMONS @ 3" O.C. EDGE & 6" O.C. "IN TH=- FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. I ----I BEAM OR TRUSS, SEE PLAN ANCHOR LEGEND X 3/�" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/S0.1 X55/8" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/50.1 ®3/8" ADIAMETER THREADED RO TER ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 /�C %" A307 DIAMETER THREADED ��J�yj`-�) ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 - SIMPSON HTT5 SEE DETAIL 15/S0.1 • SIMPSON DTT2Z SEE DETAIL 15/S0.1 SIMPSON LTT20B SEE DETAIL 15/S0.1 WALL STUD SCHEDULE LOCATION PLATE STUD SIZE HEIGHT & SPACING EXTERIOR g'_1„ 2x4 SPF#2 ® 16" O.C. MAX EXTERIOR 10'-1 2x6 SPF#2 @ 16" O.C. or MAX 2x4 SPF#2 ® 12" O.C. EXTERIOR 10'-1 TO 14'-0" 2x6 SPF#2 @ 16" O.C. INTERIOR 1 MAXO 2x4 SPF#2 @ 16" O.C. INTERIOR 12'-0" 2x6 SPF#2 @ 16" O.C. or MAX 2x4 SPF#2 @ 12" O.C. STUD NOTES 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS @ 16" O.C. MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT SHEARWALLS COMBINED USE PANEL NOTES 1. EXTERIOR WALL SHEATHING SHALL BE CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST TOP PLATE. SEE DETAIL 1 /SO.1 FOR SHEATHING SPLICE LOCATIONS FOR MULTI STORY CONDITIONS 2. SEE SHEET SO.0 FOR WALL SHEATHING SPECIFICATIONS. 3. UPPER MOST TOP PLATE SUPPORTING ROOF MEMBERS SHALL BE STRAPPED AS SHOWN IN DETAIL 1/SO.0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.O GENERAL NOTES 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 6/SO.0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.0 5. AT SHEARWALLS, PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 5/SO.1 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING AND HOLD DOWNS CS18 STRAPPING DETAIL CS18 STRAP w/ 10" END LENGTH. FASTEN I THIS END w/ 9-10d. I WALL FRAMING---// III o w 'Il -\_NO NAILS REQUIRED FLOOR IN CLEAR SPAN TRUSSES OR JOIST. II III z � WALL FRAMING I `" ! J CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. Lou Ponti-o and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 Christopher J Sabourin PE FL PE#71461 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIA FES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO E ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. Z Z U 0 Q Ln L,r) w w rp/ m D � � Q p z a m�� J Q � -� � w O F' Ln m OD SECOND FLOOR FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAM'INGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME CUMBERLAND - CARIBBEAN DESIGN/,DRAWN/CH ECKED CS KM LAP DATE 03.06.18 SCALE AS NOTED LPA No. TOLL -18-00202 CONTROL No. 3615 SHEFT S1.3 SHEETS OF Q ral T22 \ I \ 1 \ l \ l \ 1 \ l T23 T23 T23 Fi T23 T23 SYMBOLS LEGEND TS16 1 DESIGNATES UPLIFT CONNECTION. 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.O. 4. WHEN USING (2)H2.5T CLIPS ON 1'/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. STL TRUSS FASTENING DETAILS Lou Pontigo and Associates, Inc. 420 Osceola Avenue fax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CAH 3579 SS TIE DOWN WITH SIMPSON SDWC REVISIONS DATE Rafter to Top Plate shown Truss to Top Plate similar Optimal 22Y' 10' 0, 30' I FIELD ALTERATION � �.—_.._� T23_ d ( _ CON "TRACTOR SHALL CONTACT LOU STUD DIRECTLY PONTIGO &ASSOCIATES PRIOR TO T BELOW TRUSS YZ°Max MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPRDVED BY LOU PONTIGO E. T2 I SDWC15600– TOP PLATE TO ASSOCIATES MAY RESULT IN STUD SDWC15600 ADDITIONAL ENGINEERING OR INSPECTION FEES. Note: 1. Sloped—roof rafters may be sloped up to and including — I a 12:12 pitch and must be "birdsmouth" cut. 2. Reference detail 4 for installation instructions. SIM. T Z -- `} > SO.0 SI PSON SDWC INSTALLATION RANGE —.. -- T23 V = > pcf V 1 4 T23 e0® W T23 e W U w T 3 Z Q T23 STUD NOT DIRECTLY \ I \ I \ ! \ l \ I \ l BELOW TRUSS O SDWC15600 T2.3 I Note: Reference detail 2a for installation angle limit ry ( W \1 \l \l \l 1l \I V J T23 SDWC INSTALLATION T23 Rafter to Top Plate shown Q (Truss to Top Plate similar) W T 22 Z 102 m°x STUD NOT DIRECTL UO)mM SO.1 BELOW TRUSS �� W ®Do not install SDWC in hatched area O 0 TRUSS / ROOF AFTER NOTES: STRAPPING NOTES SDWC15600 I r 1 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING overhang 2"1MAX MIN WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 SCREW UNLESS OTHERWISE NOTED SDWC INSTALLATION RANGE ROOF TRUSS Rafter or Truss PLACEMENT minimum edge PLAN distance for full values (with or Splice may be in upper or without a plate lower plate splice) LC'r CALE DIMENSIONS FROM VINGS. IF A DIMENSION ISEAR REFER TO THEY.' from top plate URAL DRAWINGS ORNTACT THE E.O.R. splice Offset for full values STUD NOT DIRECTL IJ ROOF TRU-'!-)S PLACEMENT PLAN BELOW TRUSS ['LAN NAME CUMBERLAND — CARIBBEAN SCALE: 1�4" = 1'—O" DESIGN/DRAWN/CHECKED CS KM LAP DATE SDWC AT TOP PLATE SPLICE 03.06.18 SCALE AS NOTED Lf'A No. TOLL -18-00202 CONTROL No. 3615 SHEET SHEET 9 OF g ,\A E p d JJJJJO �++1.'MMRklMPpgFRq�� ♦{• Vh0 NQS`'•. • s �% \i . 77 • �l 0C e�1 STA O F :• o 1 O R JJ�dl dddddr�� CA A "' SIN``�0. @0 Christopher I Sabou Fin PE FL PE471461 SS TIE DOWN WITH SIMPSON SDWC REVISIONS DATE Rafter to Top Plate shown Truss to Top Plate similar Optimal 22Y' 10' 0, 30' I FIELD ALTERATION � �.—_.._� T23_ d ( _ CON "TRACTOR SHALL CONTACT LOU STUD DIRECTLY PONTIGO &ASSOCIATES PRIOR TO T BELOW TRUSS YZ°Max MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPRDVED BY LOU PONTIGO E. T2 I SDWC15600– TOP PLATE TO ASSOCIATES MAY RESULT IN STUD SDWC15600 ADDITIONAL ENGINEERING OR INSPECTION FEES. Note: 1. Sloped—roof rafters may be sloped up to and including — I a 12:12 pitch and must be "birdsmouth" cut. 2. Reference detail 4 for installation instructions. SIM. T Z -- `} > SO.0 SI PSON SDWC INSTALLATION RANGE —.. -- T23 V = > pcf V 1 4 T23 e0® W T23 e W U w T 3 Z Q T23 STUD NOT DIRECTLY \ I \ I \ ! \ l \ I \ l BELOW TRUSS O SDWC15600 T2.3 I Note: Reference detail 2a for installation angle limit ry ( W \1 \l \l \l 1l \I V J T23 SDWC INSTALLATION T23 Rafter to Top Plate shown Q (Truss to Top Plate similar) W T 22 Z 102 m°x STUD NOT DIRECTL UO)mM SO.1 BELOW TRUSS �� W ®Do not install SDWC in hatched area O 0 TRUSS / ROOF AFTER NOTES: STRAPPING NOTES SDWC15600 I r 1 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING overhang 2"1MAX MIN WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 SCREW UNLESS OTHERWISE NOTED SDWC INSTALLATION RANGE ROOF TRUSS Rafter or Truss PLACEMENT minimum edge PLAN distance for full values (with or Splice may be in upper or without a plate lower plate splice) LC'r CALE DIMENSIONS FROM VINGS. IF A DIMENSION ISEAR REFER TO THEY.' from top plate URAL DRAWINGS ORNTACT THE E.O.R. splice Offset for full values STUD NOT DIRECTL IJ ROOF TRU-'!-)S PLACEMENT PLAN BELOW TRUSS ['LAN NAME CUMBERLAND — CARIBBEAN SCALE: 1�4" = 1'—O" DESIGN/DRAWN/CHECKED CS KM LAP DATE SDWC AT TOP PLATE SPLICE 03.06.18 SCALE AS NOTED Lf'A No. TOLL -18-00202 CONTROL No. 3615 SHEET SHEET 9 OF g Q L C) U fu 0 E a O Z ti. '—' O M";:11 Z Q O � z In OF --- 4 '-4 _ oc �LU � oe = In O wLU J o O C _ o z I w Q >F -o o�LLI � 00= z = �- Q � z oho w z owo woo Z QO LU 0 U LU 0 = z w Ce 0 LU O J F- z Q �o Ce C�LL_ C1. a J U C. e- m � C:) Z a 0,� o DOcn a�Ce VQfw z °° ~zz �0a TLU LU CL ceLU In ¢ > J O J J � J Q w c=i) O (n o� �o� o� a 0 z LU >- Mtn C,(fioIn Q w c'—n In in in ED Q in in Z = M w �LI) w� O J w x a�"''_ m c�C):fwz �Oo� Qzzn E (n In LU a0 F— Z W F— in m a z w zz=o z a o = o z w cn O w w in � o=ho Q = O w U U-) w zow� z z z � �zC) ouzo z w O Q O Z H d w Q 2-1 LU �I G LU M z U5 U_ z U LU LL. O w _ � � w QLy Z=z0 w�ua�)m o 0 U) ab'� Uw m w -.z-,U O O � Q U F- O THE ABBREVIATION LIST Abbrev. Description Abbrev. Description Abbrev. Description # NUMBER __... & AND F.P. . _--------__ FRT. FIREPLACE _ _ _ _.__ ____._ FRONT PT. LD. ......_... PWD. POINT LOAD ._.._... POWDER EQUAL FT. _ FEET PLW. PLYWOOD @ AT _ A/C AIR CONDITIONING ABV. ABOVE ADJ. 1ADJUSTABLE A.F. ABOVE FLOOR FTG. F.O.M. -, GAL G.A. FOOTING FACE TOF MASONRY GALLON GAUGE_ R _ RA RAD. REF. RISER_ RETURN AIR RADIUS REFRIGERATOR A.F.F. ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT GD I GFI GARAGE DOOR GROUND FAULT INTERRUPTER REINF. RM. REINFORCING ROOM _ ALT. ALTERNATE GL GLASS R.O. ROUGH OPENING ALUM. ALUMINUM G.W.B._ GYPSUM WALL BOARD RQD. R & SH REQUIRED ROD & SHELF B.B.Q. BARBECUE H HIGH R.W.C. RAIN WATER CHANNEL BD. BOARD HB _ HOSE BIBB U� CMU MASONRY WALL B.F.F. BELOW FINISHED FLOOR BOTT. BOTTOM HD. / HDR. HGT. / HT. HEADER HEIGHT _-� SF / SQ. FT. SGL SQUARE FEET SINGLE BR. BRICK HORIZ. HORIZONTAL SHT. SHEET BKFST. BREAKFAST DECORATIVE STONE SH. SHELF CALC. CALCULATIONS INSUL INT. INSULATION INTERIOR SHWR. SL. SHOWER SLIDER SPECIFICATIONS C.J. CONTROL JOINT I.L.O. IN LIEU OF SPECS CL CENTER LINE BUILDING TYPE: V - B L S.P.F. SPRUCE PINE FIR CLG CEILING _ _ CMU CONCRETE MASONRY UNIT KS KNEE SPACE SPRG. PT. STD. SPRING POINT STANDARD C.O. 3CLEAN OUT COL. COLUMN L LAV LONG -, LAVATORY STL. STOR. STEEL STORAGE COMP. COMPRESSOR LDRY LAUNDRY 130 MPH F.B.C. 6TH EDITION (2 CONC. CONCRETE LIN LINEN T TOP CONT. CONTINUOUS LT LAUNDRY TUB _ T&G TONGUE & GROOVE -- +.18/-.18 VIE. CONSERVATION VIENNA TEMP. TEMPERED DB. DOOR BELL M.B. MASTER BATH i THK. THICK DBL. DOUBLE DR. & SH. DOUBLE ROD & SHELF MAX M.C. MAXIMUM MEDICINE CABINET MANUFACTURER _ T.O. .................. .............. .. TOP OF T,O.B.B. TOP OF BOND BEAM DECO. DECORATIVE MFR. TR. TREAD DET. DETAIL MIL. MILLIMETER _ TRAN. TRANSOM DIA. DIAMETER MIN. ,MINIMUM TYP. TYPICAL DIM. DIMENSION MIRR. MIRROR DN DOWN DR. DOOR MLDG. � M.P.H. MOLDING MILES PER HOUR UC U.N.O. UNDER COUNTER S UNLESS NOTEDOTHERWISE DS. DOWNSPOUT MT METAL THRESHOLD D.S.S. DENSE SELECT STRUCTURE B. VAPOR BARRIER DW DISHWASHER DWG. DRAWING _ N.T.S. NOT TO SCALE _V. VERT V.T.R. VERTICAL VENT THROUGH ROOF O.A. OVERALL E EGRESS O.C. ON CENTER W WIDE E.E. EACH END E.W. EACH WAY 0. H. OPT. OVERHEADW/ OPTIONAL) _._ W.C. WITH WATER CLOSET EL. (ELEVATION OPNG. OPENING WD. WOOD ELEC. ELECTRICAL OSB ORIENTED STRAND BOARD WDW. WINDOW_ ENCL. ENCLOSURE ENG. ENGINEERED PED. POLY PEDISTAL SINK POLYVINYL W.I.C. WP GFI WALK-IN CLOSET WATERPROOF GFI EQUIP EQUIPMENT EXT. EXTERIOR _ FIN.FLR. FINISH FLOOR P.S.F. P.S.I. PSL POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PARELLEL STRAND LUMBER W.W.M. W.W.F. WELDED WIRE MESH WELDED WIRE FABRIC FLR. IFLOOR P.R. POWDER ROOM FND. IFOUNDATION P.T. PRESSURE TREATED ulk] ],No t4ip Lim I IL 11 SQUARE FOOTAGE NOTES GRAPHICS LEGEND PARTIAL SECTION INTERIOR :LEVATIO-N-- S. F. - DEfA1L # � DETAIL # DRAWING # DRAWING # TOTAL LIVING AREA 2796 DING SECTION- — A1UCKCL-OUT DETAIL # ( DETAIL # DRAWING # DRAWING # 147 .,� COVERED LANAI CEILING HEIGHT CHANGE GARAGE(s) 454 EXTERIOR ELEVATIONS _ A5.81 FRONT & SIDE ELEVATIONS A5.1.81 REAR & SIDE ELEVATION, & ROOF SLOPE PLAN AR 96399 CENTER LINE EXTERIOR ELEVATION DETAILS SPANISH TILE 3547 Sang-Yub Lee, PE ELEVATION MARKER BUILDING SECTIONS ING A7.81 BUILDSECTIO11 NS SHAKE SIDING [� o 011 SLAB RECESS DIFFUSER LAYOUT SIDING 0 FIRST FLOOR DIFFUSER LAYOUT _ SECOND FLOOR DIFUSSER�LAYOUT FRAME BEARING WALL BRICK � ELECTRICAL LAYOUT____ E1.81_ FIRST FLOOR ELECTRICAL LAYOUT _ E2.81 SECOND FLOOR ELECTRICAL LAYOUT INTERIOR WALL (NON-BEARING) STANDARD NOTES &DETAILS STUCCO FINISH D3 D7_ D8 STANDARD NOTES & DETAILS STANDARD NOTES & DETAILS STANDARD —NOTES'—&D—ET-AILS LL ..am � U� CMU MASONRY WALL _ ABBR. EARTH � MAN. GABLE END WALL � I- INSULATION � WILLIAMSBURG FRAMED KNEEWALL 07 DECORATIVE STONE 0 N, DROPPED SOFFIT _CHA. VER, PRE -CAST LINTEL/ HEADER Z DESIGN CRITERIA TWO STORY: FIRST FLOOR -FRAME ISINGLE FAMILY RESIDENCE: GROUP R3 SECOND FLOOR -FRAME BUILDING TYPE: V - B ,TRA. COU. TRADITIONAL20 COUNTRY MANOR �wM ..._.._._._._ RISK CATEGORY: II DESIGN BASED ON FLO IDA BUILDING CODE 'WIND DESIGN BASED ON: ASCE 7-10 6TH EDITION (2017) CIMM_ARON I 28 F.B.C. 6TH EDITION (2(17) RESIDENTIAL ULTIMATE DESIGN WIND SPEED = 130 MPH F.B.C. 6TH EDITION (2 17) MECHANICAL NOMINAL DESIGN WIND SPEED = 101 MPH F.B.C. 6TH EDITION (2(17) PLUMBING EXPOSURE: B FSC. fiTFTEDTfbNI(2 1 NE R Y -- CLOSED-8UTL6IRG INTERNAL -- +.18/-.18 VIE. CONSERVATION VIENNA PRESSURE COEF.: 41 F.B.C. 6TH EDITION (2( 17) FUEL GAS FOR WINDOWS/DOORS, SEE FLOOR,I F.B.C. 6TH EDITION (2 17) ACCESSIBILITY PSN FOR ACTUAL PRESSURES, 1 �= NATIONAL ELECTRIC CODE 2014 (NEPA 70) FEMA RULES &REGULATIONS N.F.P.A. 1012014 CST. JASCE 7-10: MINIMUM DESIGN LOADS THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID Lim I IL 11 SQUARE FOOTAGE NOTES AREA CALCULATIONS S. F. FIRST FLOOR SECOND FLOOR 2189 607 TOTAL LIVING AREA 2796 A1.81 A1.N 147 COVERED ENTRY COVERED LANAI 150 GARAGE(s) 454 EXTERIOR ELEVATIONS _ A5.81 FRONT & SIDE ELEVATIONS A5.1.81 REAR & SIDE ELEVATION, & ROOF SLOPE PLAN AR 96399 A5.2.81 EXTERIOR ELEVATION DETAILS TOTAL 3547 LIST OF DRAWINGS CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. March 9, 2018 CARIBBEAN ELEVATION C1 COVER SHEET_- Index of Drawings GNI GENERAL NOTES FOUNDATION PLAN on. F A1.81 A1.N IFOUNDATION PLAN _ SLAB LAYOUT, NOTES, SCHEDULES, & DETAILS FLOOR PLAN _ 4 $ T r A2.81 A3.8_1_ A3.N FIRST FLOOR PLAN SECOND_ FLOOR PLAN FLOOR PLAN NOTES, SCHEDULES, & DETAILS EXTERIOR ELEVATIONS _ A5.81 FRONT & SIDE ELEVATIONS A5.1.81 REAR & SIDE ELEVATION, & ROOF SLOPE PLAN AR 96399 A5.2.81 EXTERIOR ELEVATION DETAILS Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 BUILDING SECTIONS ING A7.81 BUILDSECTIO11 NS [� o 011 LUj DIFFUSER LAYOUT M1.81 M2.81 FIRST FLOOR DIFFUSER LAYOUT _ SECOND FLOOR DIFUSSER�LAYOUT 1 Q w ELECTRICAL LAYOUT____ E1.81_ FIRST FLOOR ELECTRICAL LAYOUT _ E2.81 SECOND FLOOR ELECTRICAL LAYOUT "'..' 1 STANDARD NOTES &DETAILS D3 D7_ D8 STANDARD NOTES & DETAILS STANDARD NOTES & DETAILS STANDARD —NOTES'—&D—ET-AILS LL ..am a U� HOUSE ELEVATION ABBREVIATIONS _ ABBR. FULL NAME ELEV. CODE MAN. MANOR_ � I- 03 WIL. WILLIAMSBURG r, o0 07 _PRO. PROVINCIAL N, 08 _CHA. VER, CHATEAU VERSAILLES- Z 09 10 CLA. CLASSIC LU 18 MED. MEDITERRANEAN i 19 ,TRA. COU. TRADITIONAL20 COUNTRY MANOR �wM ..._.._._._._ _.__ 21 _. HER. HERITAGE C) ` U 22 CMN. CIMM_ARON 28 MSN. CFT. MISSION CRAFTSMAN 30 31 SCL. SPANISH COLONIAL 32 BOR. BORDEAUX 33 BRO. REN. BROUGHAM RENAISS_A_NCE 39 40 VIE. VIENNA 41 TUS. CLS. ITV. TUSCAN CALAIS ------__._ ITALIAN VILLA ------ 44 46 58 PBC. PALM BEACH �= 80 CRB. CARIBBEAN81 w CST. COASTAL _ 82 W z V Q LU m U H Z H Q TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. March 9, 2018 on. F i,h # 8 n' i3 Y lid & '' 1 4 $ T r Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W [� o 011 LUj o M 00 1 Q w >�� i�� "'..' 1 M _ <C uj LL ..am a U� � Uj V1 Cc= Eo-< Q � I- � N< U N _.r r, o0 <ko 't 0 N, H I 0 l Z LU LU Lij i Z 'I z U-1 ~ DC o0 W 00 w Im C) ` U U � N Q_ J I owCl Ni � cn i O Ln w, i ,a I UA LLJi i E I i iE Uj w Uj �= Ucn w C) [SERIAL NUMBE 1014.0 Q L 40 U Ta 4�i Q 0 L_ a 21) z w �z z Q O � z U-) O LU F- � a C13 0 0 z J w J OLLJO CI_ o z I w Q m > HQ O c:) = Z z F- < F_ O LU cn J w z O w O F- wQ O Q z Q � O LU 0 UULJ O Q O w�-z = z w � Q � oC - 0 Lu O J F—Z J = a �o� o LL_ 0 � J U p[ m � U Oz aceo O U) Q� LU Lj i w z °° ceoQ LU a O~ z w ca J O J J � J Q OO C ULJ U) O U) } J 0 � j � U a � O a O z =LLJO O_ Q w U) ca LU I Lu .< 0 M z x o w �U)wLf) 0 U)J w LU U Q U) ~ a C)�.. m C7 oC w Z O > O O �wz� g w vi =Cw7�0 HzLU CO a z M Q w O H vi ¢ U LU zz=z Ui J Q w QLn w w M LnO U) --4 CD w z w _0 � w = Q p U = M LLJ _ '--'U.)wF- Z O w U) z LU z � �z0z O O O H � Lf)F- a w Q :Y wLU n Onz c w w z Q (D U w O I o� �0 U) o[ w QLU UjF-VF -. z=zo LUz En 00 LU LU p 0 Lf) U .__4 ~ EZ Q15 O LU cx�� LU CO w U O O U_ Q U F- O GENERAL NOTES 1. IT IS THE SUBCONTRACTORS SOLE RESPONSIBILITY'_0 DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIVIITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE -DOWNS MAY BE NECESSARY. STRUCTURAL DESIGN CRITERIA LIVE LOADS: ROOF 20 PSF (REDUCIBLE) RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED 40 PSF BALCONIES/DECKS 40 PSF STAIRS 40 PSF ATTIC WITHOUT STORAGE 10 PSF ATTIC WITH STORAGE 20 PSF HABITABLE ATTICS 30 PSF SLEEPING ROOMS 30 PSF CONCRETE CONCRETE UNLESS OTHERWISE INDICATED 3000 PSI STRENGTH @ 28 DAYS REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 ALL REINFORCING BARS ASTM A615-60 60,000 PSI ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS. OF FIBERS PER CUBIC YARD CONCRETE ASTM C90-01, STANDARD WEIGHT UNITS, fm=1500 PSI MORTAR TYPE "S" 1800 PSI MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED UNITS: DURING CONSTRUCTION STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD STEEL: WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 WOOD BEAMS, RAFTERS, JOIST, PLATES: U.N.O. NO. 2 SOUTHERN YELLOW PINE (19% M.C.) FRAMING: ROOF DECK: PLYWOOD C-C/C-D, E ERIOR, or OSB FLOOR SHEATHING: T&G A -C GROU 1 APA RATED (48/24) WALL SHEATHING: PLYWOOD C-C/C D, EXTERIOR OR OSB VERSA LAM BEAM: Fb = 2900 PSI (2.OE) WOOD COLUMNS: PARALLAM 2.0E U.N.O. WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: TRUSSES: TOP CHORD LIVE LOAD: 20 PSF 20 PSF TOP CHORD DEAD LOAD: 10 PSF 20 PSF BOTTOM CHORD DEAD LOAD: 10 PSF 10 PSF TOTAL: 40 PSF 50 PSF WIND UPLIFT RESISTANCE: 10 PSF 10 PSF SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. WOOD FLOOR DESIGN LOADS: TRUSSES: DEAD LOAD: 20 PSF LIVE LOAD: 40 PSF TOTAL: 60 PSF FOUNDATION/SITE PREPARATION: 1. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,500 PSF, FOOTING EXCAVATIONS AND SLAB SUSGRADE SHALL B COMPACTED TO A DRY DENSITY OF AT LEAST 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOP. TERMITE PROTECTION. 2. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEP TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARA FAILING TO MEET THE GEOTECHNICAL ENGINEER'S REQI AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND A 3. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN E COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE TERMITE SPECIFICATIONS: SECTION R318 PROTECTION AGAINST TERMITES TERMITE PROTECTION SHALL BE PROVIDED BY REGI PESTICIDES, BAITING SYSTEMS, AND PESTICIDES Al OF TERMITE PROTECTION LABELED FOR USE A PREVI SECTION 202, REGISTERED TERMITICIDE). UPON CO PROTECTIVE TREATMENT, A CERTIFICATE OF COMPL DEPARTMENT BY THE LICENSED PEST CONTROL COM THE BUILDING HAS RECEIVED A COMPLETE TREATM TERMITES. TREATMENT IS IN ACCORDANCE WITH RL DEPARTMENT OF AGRICULTURE AND CONSUMER SER !DENT GEOTECHNICAL ENGINEER )N EFFORTS. LOCATIONS REMENTS SHALL BE RECOMPACTED DIRECTED BY THE ENGINEER. TARING CAPACITY, AND THAT THE MADE BY THE GEOTECH. ENGINEER. ERED TERMITICIDES, INCLUDING SOIL APPLIED _IED TO WOOD, OR OTHER APPROVED METHODS TIVE TREATMENT TO NEW CONSTRUCTION (SEE 'LETION OF THE APPLICATION OF THE TERMITE NCE SHALL BE ISSUED TO THE BUILDING ,NY THAT CONTAINS THE FOLLOWING STATEMENT: IT FOR THE PREVENTION OF SUBTERRANEAN :S AND LAWS ESTABLISHED BY THE FLORIDA CES." 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BORA-CARE" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIE LD TREATED TO PREVENT INSECT INFESTATION. OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. DOORS & WINDOWS ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN HEIGHT & 5.7 SQ. FT.. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54" A.F.F. WINDOWS SILLS GREATER THAN 72" ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT GREATER THAN 24" A.F.F. OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R312.2.1 THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. WINDOWS INDICATED WITH (E) OR (EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. CODE W/ RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24. ALL GLASS WITHIN 24 INCHES OF AN ADJACENT DOOR OR HINGE SIDE OF A PERPENDICULAR SWING DOOR ALL GLAZING LESS THAN 60" FROM TUB AND SHOWER ENCLOSURES, AND WINDOWS LESS THAN 36" ABOVE STAIR LANDING AND WITHIN 60" FROM THE BOTTOM TREAD NOSING SHALL BE TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2017 FBC 2411.1 SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1Y8 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 s INCHES (35 MM) THICK, OR 20 MINUTE FIRE -RATED DOORS. WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, TO FIT WINDOW OR DOOR SIZES, PRESSURE TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4" DIA. x 3 1/2" TAPCON SCREWS, 6" FROM EACH END AND 12" C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ (2) ROWS OF 10d NAILS AT 10" C/C. WIND BORNE DEBRIS REGION EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. GYPSUM WALLBOARD PROVIDE 1/2" NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8" TYPE "X" GYP. BOARD ON ALL GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2" GYP. BOARD APPLIED TO THE GARAGE SIDE. HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8' ABOVE FINISHED FLOOR ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" INCH GYPSUM BOARD. GLASS BLOCK MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S - 1800 psi AT 20 DAYS EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. BUILDING IDENTIFICATION APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4" TALL AND 1/2" THICK AND CONTRAST WITH THEIR BACKGROUND. CTI Irrn ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8" THREE COAT STUCCO FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL PLYWOOD PANELS. CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. OUTDOOR KITCHENS ALL CONSTRUCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR GRILLS OR COOKTOPS. ANCHORAGE METAL AND WIRE LATH: 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. 2. ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL BE PLACED NOT MORE THAN 6 INCHES APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST 3/4 INCH AND BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATH SHALL BE ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. 11 GAUGE, BARBED, GALVANIZED OR BLUED NAILS 1Y2" INCHES LONG HAVING A HEAD NOT LESS THAN % INCH IN DIAMETER. AATDDnDC MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. H.V.A.C. NOTES THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: MECHANICAL,RESIDENTIAL, AND ENERGY CONSERVATION MOUNT ALL THERMOSTATS AT +4'-0" ABOVE FLOOR ALL INTERIOR & EXTERIOR MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES, THE H.V.A.C. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. FOR EXHAUST HOOD SYSTEMS CAPABLE OF EXHAUSTING IN EXCESS OF 400 CFM, PROVIDE MAKEUP AIR PER FBCR M1502.4.6 WHERE EXHAUST DUCT EQUIVALENT LENGTH EXCEEDS 35 FEET, PERMANENT LABEL OR TAG REQ'D PER FBCR M1502.4.6 ELECTRICAL NOTES THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. THE DWGS. ARE DIAGRAMMATIC & INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR TO THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL. CODE & ALL CODES, REGULATIONS & RESTRICTIONS HAVING JURISDICTIONS. GROUND -FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED OUTDOORS, IN BATHROOMS, GARAGES, LAUNDRY AND AT DISHWASHER SHALL HAVE GFCI CIRCUIT BREAKERS OR RECEPTACLES. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE) TO NON -SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE PROVIDED W/VISIBLE "POWER ON INDICATOR" AND A TEST BUTTON WITH BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. ALL ELECTRICAL SWITCHES SHALL BE 48" A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6" FROM EDGE OF OPENINGS. ALL WALL RECEPTACLES SHALL BE 12" A.F.F. UNLESS OTHERWISE NOTED. BRANCH CIRCUITS THAT SUPPLY 120 -VOLT, SINGLE-PHASE, 15 & 20 AMP OUTLETS INSTALLED IN KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUN -ROOMS, RECREATIONS ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS AND SIMILAR ROOMS OR AREAS SHALL BE PROTECTED WITH ARC -FAULT CIRCUIT -INTERRUPTER PROTECTION PER FBCR E3902.16 CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY, THE LOCATION OF SERVICE AND SHALL LOCATE METER AND PANEL AS REQUIRED. VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS. ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30" A.F.F. IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM, BEDROOM, RECREATION ROOM, BATHROOM, GARAGE, BASEMENT, LAUNDRY AND OUTDOOR AREA, ALL 125 -VOLT, 15- AND 20 - AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. THERE ARE NO EXCEPTIONS. PLUMBING NOTES THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: PLUMBING AND RESIDENTIAL ALL HOSE BIBS SHALL BE FURNISHED W/ BACK FLOW PREVENTERS AND BE MOUNTED 26" ABOVE GRADE. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. SHOWER HEAD HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE T-4" HEIGHT OF SHOWER HEAD AT SECONDARY BATH SHALL BE 6-10" GENERAL NOTES ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. DRAWINGS SHALL NOT BE SCALED, INSTALL SOFFITS PER FBCR R703.1.2.1 SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). e DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. Ovan G. 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CHASE FOR �n _ _ "' ; ISLAND ' 3'-0" 61.911 0 L 1 L� r------ I I -61117 I 1F ; 241.011LU: 1011 GAS LINE FOR FUTURE.. B.B.Q. AREA. VERIFY �I 14'-4" VERIFY LOC. W/ TOLL BROTHERS w g = cn H I I �_ L i I I i I PAVERS ON STEAM WALL �. VARIES T Ln O O ' LOCATION W/TOLL P.M. PRIOR TO POURING SLAB I 0 z 6" ---J PLUMBING ' I GAS LINE TO ' k' , BROTHERS P.M. FLOOR OUTLET � '� m J a WALL , I I I I RANGE I , I I I L••::: _ k::,. o ' M LL o _ PAVERS ON 27' -7"0- 0 Cl - o _ �' ; L:' �- ------- STEAM WALL U 0 00 I I I I � -11 � CL f I I Lf7 SLOPE PAVERS @ 1/8" PER FOOT W ; ; o L I r... '. >I -- – -- L.------ of 0' 0" ELEV TOP )F COL. PAD 10" 91.211 10'-0" SLAB LAYOUT SCALE: 1/4" = 1'-0" 76'-9" CARIBBEAN 5'-11" • 10" 0' 0" ELEV TOP F COL. PAD (TYP. OF 4) STEM WALL FOUNDATION ADDITIONAL NOTES, SCHEDULES, & DETAILS CAN BE FOUND ON THE A1.N SHEET, V 0 U U U LijQ W U z Q Q O I TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. March 9, 2018 y � NV S 1 i $� AR 9673 a . ,c,, yam^" b A Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj fl�o M LSI C) M ,--i 00 Io– � Lf) 1 ., �a 00 < V) N W cc>_�� Ln OL� L 00 O f-- J N M kDL gj LL. 0 U CA -O O (y LYd v n Q En i 00 Ln �L Q Ej Q- ° Endo' N U O N CL H �I t E i LU i Lj € zLLJ s f z LIJ � W � � m 1¢— BIW m W m J~ . . U 0 N LU LU H 1 ; LU O Ln o 1 ' I cc LU k L ( 3 £ g` 12_I LU w a -Q z O TI Q LL"LLj z LU �.. w L. NUMBS ` 1014.0 O z LL - 0 � z z Qom �C2 oma= � a� cief;:- O Lu J LL- � O cl"z JO wuj ¢ pw � O p 0 = z = F -- Q � z 0 � O J W Z O w O w O cn p = O Lu ¢ � U ULn Zp ( ¢ Lu 0 af Ln W O a LU >-Z zw W O J J = O Q oC O LL a o W O a J U m w 0 U) w U Z ¢ O z0c� Q � LU z w m cn O Z Lu ¢ = w F— Cl - C) O > mQ> 10 J �--- O p _ LL W (n O 0 ce of U O p oC a O Z =(]DU F- in (n Qz mmw� w ¢ p Cl z = w cn p C) U) w Q U U) >- Qcl-�m U cY w O Qzzo (nw�z = U w 0 �- pCw '~' p oco Q>o U z Z 2 p Lu _U J z W (J)ui J¢ w p O W cri cn •- cc O p w FLu C) ;*� U = p Lu 2 u w zo=o �m C) --1' LL z O (n '��-- Lr)o Lu C) �oz� Z �' ui� M LU w, z¢ tJUwLL zLj. t: -O o Q Lu z~zo Lu Lu pZ=c~n Lu w p w op w U -J- O O Lu- L- -cc U F- O FRONT WALL OF GARAGE PROVIDE 1 1/2" D x 5" W RECESS AT GARAGE DOOR PROVIDE 4 1/2" D x 8" W SLAB RECESS BRICK PAVERS GAR. FIN. 2 SECTION 1 • SCALE: 3/4" = 1'-0" GAR. DOOR 1 PLAN VIEW RECESS IN SLAB GARAGE DOOR SLAB ZECESS SLAB LAYOUT NOTE I. SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REIN 2. CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RE 3. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HO 4. ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE. M�� INDICATES DOOR OPENING CL L C) U �J 'L Q 0 a .. O 2w— ILL_ �o p z z QOU) U)LU O _ aC � LU of clf :;- O w J ILL. wQ_O~ amp z LU �F_o LU r, oo= M = i -- Q � z p 3: O J w ::- 0 C) OWo F wp O Q z =o LU w z UU)Q o �i d -- w z z = Q w M w O J ��o �LL. Q d J U 13:f m LU aUo M O U) Q�� U L w Z m zp z ��LLJ Q LU Or - , LU ma> �O J J � J � W� 00L.2 J O ap oI:e a O z LU >_ z�C)(D aw U-) mcn,z� J � LU Z =Lu 2,cnpwu') J w LU Z U ~ Ce U) } C7 ce CO oe w z 02 MOo� _ p z 27-P O g w cn cn w p Z _(D�(D F--zw� CIO a p Q w O p WCZ'�JZ � w = w p O oC U L j Ow w p � � Q � p w U) w z O w 3�- U) zz� OO t1) z �o p z z w O Q aaZ� a w Q 1--1 g � p z LU w z Q U�ww z,vrO Gi �2 0 Q w i z=zz ��(Ii- w��co p z = U) 0 oLumw V J Z J i 1ooL- <CU1—0 I— UFA o OA N 0 HALF SQUARE COLUMN - SEE ELEVATION FOR DETAILS 0 0 T' A _ A7.81 N Nt PLUMBING LINE FOR FUTURE B.B.Q. AREA. VERIFY LOCATION W/TOLL BROTHERS P.M. GAS LINE FOR FUTURE B.B.Q. AREA. VERIFY LOCATION W/TOLL / BROTHERS P.M. BOX OUT BEAMS TO COLUMN WIDTH, TYP.- 10" SQUARE COL. 76'-9" 11k FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" -FLAT SOFFIT SEE ELEVATIONS FOR DETAILS N 0 N 0 71'-411 1 B 5'-5" 17'-7%" 1�7.V 12'-6%" 13'-8" 13'-8" 4' HIGH WALL AT SERVICE 4'-7" �O COURT. SEE DETAIL 10 ON 0 O TANKLESS GAS SHEET A5.2.18 10" L, $� WATER RECESSED ©� HEATER HB � O � O I O SHOWER NICHE .r AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj ............. oON1� ................... R&SH - O° 0 cu 00 00 U < U( 00o C-� N O - L iL - Z 6+i a v -0 i3.1 0 0 I - - - - - - - - - - - - - 3 _ - E d- 6 O p N U I 1 I---------------j- 2' 4" _, WATER SOFTENER LOOP C� 13'-10" 9 ' LLJ 111-g" 2' 8" I LUC] 11' 8" „tLLJ -� 20'-6"W.I.C. Q m -Ti- U) Iw BEDROOM 2 1 U) Ln BEDROOM 3v)I w 1 Bio°61 = o 101.01' cLG. _ i r' 10'-0" CLG. 1 0 I °° �; 1' 10 -0 CLG. 1 < co Iobo LU Z f ' I LU O Lr) o � jo i © 6" I 8'_9112-6 �A.H.0 I #1MAS VENT THRUBA I olo iOl 1 w,oI LU R&SH Z LU w rER 00 BATH 2 OAK ROOF I TWO CAR GARAGE L----------------- N 0 U 10'_0". 10'_0" CLG. 4 I MAIN 1 PROVIDE o I '_ " \ 9 0 CLG. - - -'� MASTER BEDR00 ` - ` 5� STAIRS �, __ I M I GAS LINE --------- 1 o 1014.0 I 10'-0" CLG. 15 °° 1 i1 '� HALL FOR DRYE 22"x36" ATTIC 1 I 1 6„ i _ 1 �_6�z PCE -- W�a L.T.,, I ACCESS (D w 1 ol 13'-10" 10'_8"� i'21_Q" �i-611 �n [3'-011 3'-10" frl 7 -1 1 '� _s' 3 2'-1 0 in — i !SPACE iu - J L_ �� --- LINE OF <im iO) o SECOND '_ice i I o0 1 FLOOR w;o I I 2'-0" I T' "== 10 -0 J� o _ = , LAUNDRY zlp I ABOVE I TYP 6'-3�� = I _ 10'-0" CLG. STEP ;. M 1 4 1 � 3'-10 _ _ ' CLG. �, 10' CL.G.----- -' 5'-0" 's''� ..ti1� � STOR. I � FLAT SOFFIT I _ o s 11 ® I @ 9'-0" A.F.F. , 31-011 -0(TYP.) _ U.N.0 - - - _1+ 1 - - ' 14 -6/ LINE OF UP - - - - - ECO" - - - - o FLOOR -' -' r I � 1 " �-4V2�ABOVE 2 -6/ 14'-7f' �a _ 0FOYER I —i X10" �' I I AIR JUMPER 1 2'-4" 1 611 10'-2" _ I ( _ - HALL I 10,-o LG. 1 MT - - - I I� — - - - 110 CLG. _ 11.1 1 8 8'-10" 6 3'-0" I - 1 o -' Ln O 611 M I Dw 411011 a L V - - - - o - - - COVERED MT I 1 1 ENTRY 1 1 T, I i ii r SINK W1 a 1 N I 10'-0" CLG. I DISP. . 1DINING ROOM A FAMILY ROOM 36" ROUGH 2X HALF _ i i iL-J -°' O _0" CLG. I I 10' I 1 I 1 1 10'-0" CLE. WALL W/ FLAT I 10 o 1 j \ COUNTER TOP ABOVE LJ 1 STUDY ROOM GQ RMET KITCHEN I '� 10'4" 6" �� 1 - — BREAKFAST AREA �, 1 W-10"CLG. W-" CLG. I I I COVERED 231.011 10'_0" CLG. Irl 3'-1011 1 41.211 O 1 111-811 1 121.011 - I 10L NAI 311-411 I 177 17 M I 2 — J�ILJSPACE CAB. T+ I HB OA I OA PANTRY O I 0 1011 1011 91.211 4'_8'1 2'-5%" 31.411 191.911 31.411 9'-11%11 5'-1111 10'-0'1 601-0" B 61.911 ol A7.81 76'-9" FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" -FLAT SOFFIT SEE ELEVATIONS FOR DETAILS N 0 N 0 CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. March 9, 2018 �O 0 O `\ s a 0 I BOX OUT BEAMS TO COLUMN WIDTH, TYP. A A7.81 ADDITIONAL NOTES, SCHEDULES, & DETAILS CAN BE FOUND ON THE AIN SHEET. W V O 14.0 U U M� NO TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. March 9, 2018 0 `y'• a `\ s a L, $� l Y 9,673 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj oON1� o M 00 0 cu 00 00 U < U( 00o C-� N O L iL _ Z 6+i a v -0 i3.1 0 0 L00Gx3 N L E0"t< Q E d- CL p N U Jto C) C� LU ' LLJ LUC] „tLLJ z Q m U) Iw Q U3 U o U N 1 Q's LU Z f ' I LU O Lr) o � �m LU LU Z LU w 00 N 0 U U_ 1014.0 d L 0 U to aJ �L CL 4 z w �o �z z Q 5 cn w ciiw0 xam ::- 0 w r— O C21 H z Lu Q >~o LU H r, M =) w mom z x f- < F_ 0�0 LLj Lf) o>o > w w0,_, 0 Z QO LU 0 U Uj O Q Ce LU �o w�-z x Z w C),f� 0 Lu O J x �00- LLJo 00 J m owc0z Qoea C) Ln ¢Off� v � w z O° azo �U¢ w w EdLU J O J J � J oo� U O off fv'-1 ao� oCef � CL_ O z =mo F_Ln C21 U z LU mmw� J � LU 0 Q Q Q Z x -, w U')w Ln 0 U)J w x LU U 62 Q :5 U) (ni— C)cfm z 0 >> Ln0 Lr' x L U O 2: w cn cnwoz LU(DL F- oC LU mceQ_z LU z z = o Liu z w ! Q a p = z w O oC tri � c o m Z cw � a � o w LU z O w z0z zoLn C1. U)0 0 2-w LU O Z oc a w Q > Woz w w z Q C7 w w QQz W r O QLU z=zo LU �m oUj o=� U,F-x QCLU 15 LU Co w z J U J Z I Lj_ j000- QU. -o i i i SECOND FL SCALE: 1/4" = 1'-0" OOR PLAN 0 N M 1" CAP ON co HALF WALL @ 42" A.F.F. B A7.81 19'-6" 3'-8" 15'-10" 21_9 11 61_611 A I I O ?,Y[ 211011 12'-10" BEDROOM 4 9'-0" VAULTED CLG! I�(l 4 OAK STAIRS DRYER EXHAUST -� VERIFY LOCATION IW/ I_ TOLLBROTHERS P.M. o I 9'-0" TO 6'-10' �o 11-311 1D 22"X30" ATTIC 2'-6" 11 ACCESS a 10 I = 11 1 E: 1_611 1_211 31_ 11 ! 21-8111 o IF 7.1 U BATH 3'1 x IL 9' C11G. I I I e W O 111n II — I I _1 10 z I I IM J I N DN I 1"X6" CAP ON 2"X4" HALF WA L @ 42" A.F.F. 71-5111 L I , — 12 I _ _ 1 11 WALK-IN STORAGE 9 CLG. 3'-1" 4'-10" 15'-4" LOFT 91-011 VAULTED CLG. C A� I `'I A�� 41-411 �/ 3'-10' 3'-10' 3'-211 16'-411 L 19'-6" CARIBBEAN ----------- -7 ------ T I I " I I I I I ----------------- - — — — — — — — — w ;2� DC W cn O U U U LLjQ m �1 z 'rte O M 00 'l0 LLj z Q I cyo TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. March 9, 2018 � 4 f f 1 � � Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj C) rn LU o M 00 T 00 U < Uj W r' D M J � _j � LL f° _ z d -0o LLi tJn i coo o a'20`)a E 0 in E 'I-0 .j n. N U n Jko C) �D d 3 �k LLI o U)LLJ ; LU I I Uj LLJ z 'z z Uj cn w CLbe m '; 1I3 LU �` Q LU U O I w w Q r_4 n l OLU Ln 1714 C i ,.��I >L3 -d J _;: r� z 00 '� IO a O �J Com) �U_ Q 0 U M. W U-3 . SERIAL NUMBER 1014.0 C1 L 0 U ca CL 0 L Cl- zo � z z Qom LLJoma= ac a Ce oc z m o w J C21 C O a Q z OJ w Q > F- m Q = O Qo= z = F - Q F- z w�In 0 J W Z C) w O Lu O Q EDZ W Q Ce w Z U OLU Q � � O W �- z = Z w � Q � Q LU J F- Z Q O �F-O LL O 0- J U C):� m pwC O Z Q � a � O � Q Cx_' U L. w Z m Z � Q Lt l LU _ a � z w ED Q > J O J J � J Lu Q 0 Q (_ p(/')� o� p� ao� oCj�: a O Z _ O F- Q U) a LU 93 J � � ¢ 0 Q Z=QuJ �i L") W En J W oe Q I } m C9 C):f LU z tZ-a o > O Q w Z o = U wp F— zZcLU citf ooC)Cn-Z Q O w (U W U) aM''=^Z I. ce y V / O Ow w Q C LU Q = QG U=:) = M LU _ w Z p w Z Z62 z p cn U) o Q z LU O Q cn O z °C a w Q LU CI z LU LL z Q (D w LL z W r o z=zo z U) CeLU -o=� a�Coe� MLU Wmw � ;M I y J Z J LL. �oOLL aCUF-O �- -DOOR TAG -DOOR CALL -OUT DOOR SCHEDULE LOCATION TYPE SIZE REMARKS 1 THERMA-TRU INSULATED ENTRY DOOR 31-011 X 8'-0" TEMPERED 2 OVERHEAD METAL GARAGE DOOR 8'-0" X 81-0" CARIBBEAN, CLASSIC ELEV. 3 HOLLOW CORE DOOR 2'-0" X 8'-0" 4 HOLLOW CORE DOOR 2'-6" X 8'-0" VINYL / LOW E / TEMPERED 5 HOLLOW CORE DOOR 2'-8" X 8'-0" Gonzalez, AIA 6 HOLLOW CORE BI -PASS DOOR 6-0t1 X 8'-0" 7 SINGLE LITE FRENCH DOOR 3'-0" X 8'-0" TEMP / EXTERIOR 8 DOOR 2'-8" X 8'-0" SELF-CLOSING, SOLID WOOD NOT LESS THAN 1-3/8" / OR 20 - MINUTE FIRE - RATED 9 GLASS SHOWER DOOR 2'-0" X 61-8" TEMPERED 10 HOLLOW CORE DOOR 2'-4" X 6'-8" Cou 11 HOLLOW CORE DOOR 2'-6" X 6'-8" ti,.,/ 12 HOLLOW CORE DOOR 2'-8" X 6'-8" U-1 13 HOLLOW CORE DOOR (2) 2'-6" X 8'-0" 14 HOLLOW CORE BI -PASS DOOR 5'-0" X 6'-8" UO 15 HOLLOW CORE DOOR (2) 2'-0" X 8'-0" i.h 0 16 POCKET DOOR 2'-4" X 8'-011 INSULATION SCHEDULE LOCATION TYPE R -VALUE U.N.O CEILING @ LIVING AREA FIBERGLASS 38 EXTERIOR WD. FRAME WALLS FIBERGLASS 19 WALLS TO LIVING AREA FIBERGLASS 11 —'WINDOW CALL -OUT WINDOW TAG WINDOW SCHEDULE CRB ,'.'OE IN EFFECT AS OF DATE OF CERTIFICATION BELOW, TYPE ROUGH OPENING SIZE REMARKS A SINGLE HUNG 3050 36 1/2" X 60 1/2" VINYL / LOW E / EGRESS B FIXED GLASS 4020 48 1/2" X 24 1/2" VINYL / LOW E / TEMPERED C NOT USED D FIXED GLASS 2036 @ DORMER 24 1/2" X 42 1/211 VINYL / LOW E / TEMPERED L�j V �1 LA_j cn 0 U U U LUQ m WK TO T,1: 3EST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRo-x IG COMPLIES WITH THE APPLICABLE MINIMUM BUILDING ,'.'OE IN EFFECT AS OF DATE OF CERTIFICATION BELOW, March 9, 2018 d i .4 R 9676 m Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 C) rn D U.J p rn -4 00 a) Cou ((� <C U) f V ti,.,/ Q.. •!00� L U-1 QMH 1i Q Uj LD L LL UO p U i.h 0 L = 05 s z (1) U-) _jE0�< E d' J kA C � U N n J ko p N L r U_ Z LU Ie I LLJ ( c: LU UQ LU zLU fsLuw �— . oC CO w ; CO w 'Q LLJ Uj { U U � N J LU N r\ o LA� LU i _7I LU ca LLj [_[ f i 'w 06 _ LU J LU _ U) LUz 0 z z I E a Q LU � oC o �... o ; 1U rsERIAL NUMBER 1014.0 L C) U ey W CL 0 Cxm F- O Z LL - 1 -40 M z z QoV) z cin ,°°J O M: = w Ce H � LL-1 � m DC::- J O w LL- � LU � O a � o z 0 wLLj Q > ~ O M w z�F- p i3: O LU O > O > w LU OLn Q Z Q -TLU O LU U cn z Q W U O L;�z = z w � Q � LU�0 � �' ZQ _ BOO LL- C1. .L 0 0- J m U oC ,—, aLU Uo CA - ZIP �Ce U i w Z m Ce U-) LU W � z w ma> J O J J � J C) LU C)o� be US 15 LU ao� o� a o z LU U) �oU) �v O(D a w U-) mmw� J � U.j Q M z = 0 w wU) J LU LU U Q:5cn� a j:c m o� O QzUi zo 2: w cn =LLJLUo �zW� CC) oc 0- z oaLLJo z z = o z wU')J¢ M = Z (/ O Ce Ly 2-w W LU —r Q = p w ►U - W zOw� Z Z Z L i- Z Z cl- Ln O z w Q Q O z H d W Q Uj LU o z LU w z Q z U r O QQ w oCU)�LU < LU U) = z o (D '--' z w��LU cm � LU C) U) '--' ¢U�� Uw Co w I Z LL - J O O L- Q Q U F- O AT I HEEL HT. _ PL7.]-IT�a�DPR - - - - - - - - - - — O 0 0 _-1 4" CORNER -f TRIM, TYP. 0'-0" FINISH FLR. I REAR ELEVATION SCALE: 1/4" = 1'-0" CARIBBEAN FLASHING PLT. HT. -- -- - -- -- -- -- -- -- -- I I /�HE�LHT. ORMER--- ��-- -- _ -- 3 5.2.8 TYP. I " I rj, I \1 I � 2ND FIN. FLOOR MIS 1 O n - N O 00 1-T 00 0'-0" FINISH FLR. ING 4" CORNER----/ TRIM, TYP. 5 1 \\�A5.2.8 5.2.8 LEFT ELEVATION SCALE: 1/4" = 1'-0" CARIBBEAN ROOF SLOPE PLAN SCALE: 1/8" = 1'-0" COMMUNITY DEVELOPMENT APPROvrn i I I i �- 16" LINEAR BOARD I 4 5.2.81, CARIBBEAN ROOF VENT CALCULATION ATTIC AREA (TOTAL UNDER ROOF) L7�u DIVIDE BY CODE REQUIREMENT 300 MIN. NET FREE VENTILATING 9.8000 AREA REQUIRED NOTE: FBCR 806.2 EXC. 2; PERMITS ROOF VENTILATING AREA TO BE CALCULATED AT 1/300 PROVIDED THAT 40-50% OF THE REQUIRED VENTILATION IS PROVIDED BY ROOF VENTILATORS LOCATED WITHIN 3'-0" OF THE RIDGE OR HIGH POINT (UNLESS CONFLICTS EXISTS) MEASURED VERTICALLY, AND THE BALANCE OF THE REQUIRED VENTILATION BY EAVE OR CORNICE VENTS. 2ND FIN. FLOOR HEEL HT� - - - - - - _ - —PLT. HT•�►� 1' t-411 I TIYP. I I I I - I I nlco M� I I 00 - I I O 1 �1 _ I 1 ' 00 I I O O , -1 00 I I I I I I I I I I I I I I I I I I 0'-0" FINISH FLR. ASPHALT SHINGLE ROOFING W W 0 U U Z LU U Q m U z Q 1 TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. March 9, 2018 r ,- gL sf 9 * ¥ ^ g4 1 P "vkr� AR 9673 'p Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W C) rn U1.1 00 0 V T 00 U Z=3 LU It (h N Lij 0v) Cn >00 O IT E E..._ Lz Jn fo LL U CL < -' ij Jn O p a) -v p z L C 00 0 a L0 ao U N J -, t�o O < ko d N (D 1 LLJ 1 LUj {v..,.. i L Q � 7 LU1-2!Iz LU Q Q M m LU Coo wC. w CL UA i U U I N LU CL � o � LU Cq LU t LU a - (D U) U- C) O M Q U0 O 00 W W W C/) Q LU SERIAL NUMBER 1014.0 ( zw '-' O pz z Qom W a ce oc z co 0 wJ w�o afa- I w Q woo p = w z== Q�z 0�0 J w Z O > O >w— w c) t:; U) p Z Lu �o w p cXf Lu Z: U O Q wiz w�-z = z w � Q � p L O J � Z Q 2 U O � O w O LU d J U cle m w O oC U z QoCa 0 O Q� LU U ILL. w Z m O zQ Lu cew 2 Lu m Q > O J J � J Q OO p 0 0 CC Q) a p OC�e a O z =m0 F- p u') n0in m m w J o -crop Z 2 p w ptN�w 2 QLu (f) 0o L� pC W z O > O Lu O m w z cnwoz 2 U V O w� mceCz LU U Z Z = p U) (' LLJwQU) = z w o oc ij- U-) n O p w _� �-U9p Up p = U) Lu F- C) Z O z LU � z C:) (/) a Lf) O p z z w CD -- Q o �-Lr) -- ct:� w Q z � � C) p z w w z Q (� w w QQz w O oCLf) 0:�UJ Qw�� C) � z Lu ce- p p = � (f F- L<CD M p w CO w u- 0 C:> u- �<u -o INSULATION AS REQUIRED STUD START STRIP SHEATHING WATER -RESISTIVE BARRIER JOINT FLASHING AS REQUIRED NAIL PER MANUFACTURER SPECIFICATIONS LAP SIDING CONCRETE FOUNDATION SIDING FLASHING DETAIL LAP SIDING DETAIL SCALE: 3/4" = 1'-0" ROOF PER CONTRACT PLT. HT. @ ENTRY 1X4 FASCIA 2X6 RAFTER 2X6 W/ 3" ROUND —� VENT @ 24" O.C. STRUCTURAL POST i i i BEAM PER STRUCTURAL 1X BEAM TRIM II I 1X6 BASE W/ QUARTER 2 I I ROUND EDGE 2X DECK 0'-0" FINISH SLAB 1x10 SKIRT I I PAVERS I I FOOTING PER STRUCTURAL 1" 6 COLUMN DETAIL 45'2'8 SCALE: 3/4" 2x2 1 1/2" COVE I \/A TP1T\I LOUVER DETAIL SCALE: 3/4" = 1'-0" ROOF PER CONTRACT 2 -PLY %6" SHEATHING 2x6 W/ 2" ROUND VENT @ 24" O.C. 1x4 T&G BETWEEN RAFTERS METAL DRIP 2x4 FASCIA 2x6 RAFTER TAIL @ 24" O.C. SIDING PER ELEVATION WALL, PER PLAN 2:) EAVE DETAI 8 SCALE: 3/4" I 1'-4" Q � N Ln TR 1x4 I & CA AP 5 RAISED UCCO NDING SIDE NDING 2STUCCO IISH RAISED JCCO SILL 3 BRACKET DETAIL 4 TRIM DETAIL _ 5'2'8 SCALE: 3/4" = 1'-0" 5,2,8 SCALE: 3/4" Al(� PLAN VIEW 8.1 ` 8.1 LAP SIDING A5.3.18 5.3.18 4 TRIM 11 I POST 4"x4" V V O - O Mcn ........................... O -- cn 4"x4" CD POST o 4" TRI O SIDE VIEWS 8 N F C ENCLOSURE DETAIL 5,2,8 SCALE: 3/4" = 1'-0" SIDING, PEP ELEVATION FLASHING 5/4 x 2", SLOPED 1"x6" BAND STUCCO _ I I 01� x4" TRIM LAP SI NO CC WALL, PER PLAN WAIST TRANSITION DETAIL SCALE: 3/4" = 1'-0" x4" WOOD )ST =XT. A/C ENCLOSURE DETAIL SCALE: 3/4" = 1'-0" SHINGLE COMMUNITY DEVELOPMEN SIDING i21, x411 `p i p®` /�D S HEATHING V 1/ 8,2 A/C ENCLOSURE DETAIL 5'2'8 SCALE: 3/4" = 1'-0" LAP SIDING 4" TRIM 2X4 SUBFASCIA 2X4 OUTLOOKER METAL DRIP 2X4 LEDGER 1"x6" FASCIA TRUSS LAYOUT BY ENGINEER T� 1X4 TRIM BOARD 1-011 Oil 4" TRIM LOUVER 0. H.-______ WALL, 1X4 TRIM BOARDS PER PLAN SIDING PER ELEVATION 44 GABLE EN 5'2'8 SCALE: 3/4" = 1'-0" D DETAIL r ^u V LL. 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TO EACH ELEVATION "CORAL -LIGHT" OR EQUAL PRE -FINISHED FOAM APPLICATIONS SHALL BE INSTALLED AS PER 3' MANUFACTURER SPECS. UN.O.._ PRE -CAST STONE APPLICATIONS, SHALL BE 'STONE 4. CAST' FROM FOAM FACTORY INC. OR EQUAL, AND INSTALLED AS,WPER _MANUFACTURER SPECS. _. TRIM WORK FINISHES SHALL WRAP ALL OPENINGS 5. EXTENDING AT LEAST INTO THE UNDERSIDE OF THE OPENING METAL WORK IN INTERIOR AND EXTERIOR RAILINGS 6. AND APPLICATIONS TO BE FAUX WROUGHT IRON ALUMINUM THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, 7. ANY MISDESCRIPTION SHALL BE CLARIFIED BY THE ARCH ITE_C_T/DESIGN_ER _ _ THE BUILDER SHALL BE RESPONSIBLE TO SET AmMEETING WITH THE SUB -CONTRACTOR / MANUFACTURER AND 8. THE ARCHITECT/DESIGNER IN WHICH ALL ARCHITECTURAL APPLICATIONS WILL BE COORDINATED AND. APPROVED PRIOR INSTALLATION._.________ ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING 9' "HEIGHT OF COACH LIGHTS WITH TOLL BROTHERS P.M. 00 HEEL HT. @ GARAGE J, PLATE HT.(a GARP 0'-0" FINISH FLR. F4 FLASHING , TOP OF RIDGE OP N -1'_Q" 9 "1.---,� I I I I I ROOFING PER - CONTRACT, TYP. z� 5.2.8 HEEL HT. PG4TE NT FLASHING ROOFING PER - CONTRACT, TYP 4 5.2,8 0'-0" FINISH FL . n IL :ONT ELEVATION LE: 1/4" = 1'-0" ------------ E CLOSURE 0 RI HT E LE SCALE: 1/4" = 1'-0" VATI O N CARIBBEAN CARIBBEAN --UD AT DORMER 3 ".2.8NP. EE HT DORMER ----- ra+�t.rnR FLASHING HEEL HT. @GARAGE ,L COMMUNITY DEVELOPMENT APPROVED ROOFING PER CONTRACT, TYP 16" LINEAR BOARD PLATE HT. .................................................... o _ ........ _.._....__......._................... ___ __... .......1...................11......1. ....1111 1111_.. 1_ II 4 ao O° ........ 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MINE! March 9, 2018 O F "A �. q ... $ a R 9673 r ,A., 411 �J Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 N AR 98560 Sang-Yub Lee, PE 72328 I [� o M C) M T__1 co 4-J 00 LU U) N... W 0 > C:) ` U V) Uj L OO C M ------------ E CLOSURE 0 RI HT E LE SCALE: 1/4" = 1'-0" VATI O N CARIBBEAN CARIBBEAN --UD AT DORMER 3 ".2.8NP. EE HT DORMER ----- ra+�t.rnR FLASHING HEEL HT. @GARAGE ,L COMMUNITY DEVELOPMENT APPROVED ROOFING PER CONTRACT, TYP 16" LINEAR BOARD PLATE HT. .................................................... o _ ........ _.._....__......._................... ___ __... .......1...................11......1. ....1111 1111_.. 1_ II 4 ao O° ........ 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March 9, 2018 O F "A �. q ... $ a R 9673 r ,A., 411 �J Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 [� o M C) M T__1 co 4-J 00 LU U) N... W 0 > C:) ` U V) Uj L OO C M --I Q L LJL i fu — a) -o 2 €ii Ln 0 L C 00 a U) 0 Q��< IJ �T ¢ _! U N J -' ko o � 0 N C"... r La_ F LU LU f !jf f LLj z LU m � z LU LU ZD W a -.....g W :. W Q x LU U U E I O N W LU oC N n O( c~n' LUo Ln W s LcoI CK LIA Z O Q LU W W 00 D Ln L n 0 Q Q Uj C) Uj LU 52 ED_ SERIAL NUMBER 1014.0 a L C) U 217 a� �L CL 0 L m F- O zw �O �z z Qom o�w UjLU ocz°J° 0 w J Q O a g z w �F-oLU �� w MO= oho LU cn J W Z owo w O U) fn z Q � O LU C1 V O Q ��o LU Z = z w � Q � p OLjj LL_ � F- z Q �oo w d0 d J LU 0 Ln oo Ma n LUQ Cxf Z oO �1 C) o E^ Z ✓ Q LU I L L O Z LU I f— W Q > 10 J J � J �LU U) oo� J O Cie U ao� oCeF- a O z =m0 ,�oLn aW U)CO LLJ J M oQoo Z 2 w 3�: w� � J w LU 22 Q U.) >_ Q. C)e Co C7 oc w z �oo� x oWzo gw(n =(D�o F- Z LU Cieo M Q w O zz=o z u U) ;a LU Q wo U.)� off w o 0 ME LU = Q Q = p w U w F- U_ z w zzz� 00� z a L/)o 0 Z: LU " Q 0 �aW> C1 iz LU wLU LL. z Q Z U r: O w U F=-UF- 3�-Uo LU U') �o=U) a�CC2)� LU_ w m w U JZJLL_ �OOu- Q U F- 0 STAIR RAILING AND GUARD RAILING NOTE STAIR RAILING, STAIR GUARD RAILING, BALCONY RAILING, AND BALCONY GUARD RAILING, SHALL BE CONSTRUCTED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT ALONG THE RAIL IN ANY DIRECTION. IT MUST ALSO WITHSTAND A UNIFORM LOAD, NOT CONCURRENTLY WITH THE CONCENTRATED LOAD, OF 50 POUNDS PER LINEAR FOOT APPLIED ALONG THE RAIL IN ANY DIRECTION. INTERMEDIATE STAIR RAILS AND POSTS (IN -FILL) SHALL WITHSTAND A HORIZONTAL LOAD OF 200 POUNDS APPLIED AGAINST ANY ONE SQUARE FOOT AREA, NOT CONCURRENTLY WITH OTHER LOADS. INTERMEDIATE BALCONY RAILS AND POSTS (IN -FILL) SHALL WITHSTAND A HORIZONTAL LOAD OF 50 POUNDS APPLIED AGAINST ANY ONE SQUARE FOOT AREA, NOT CONCURRENTLY WITH OTHER LOADS. ITHE UNIFORMLY DISTRIBUTED LIVE LOAD FOR THE STAIRS SHALL BE 40 PSF MINIMUN. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1-1/4" AND NOT GREATER THAN 2". IF THE HANDRAIL IS NOT CIRCUALR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4" AND NOT GREATER THAN 6-1/4" WITH A MAXIMUN CROSS SECTION OF DIMENSION OF 2-1/4" EDGE SHALL HAVE A MINIMUN RADIUS OR 0.01 INCH. FLASHING MASTER BEDROOM j '---TRUSS LAYOUT PROVIDED BY TRUSS MAN FACTURER FAMILY ROOM �I I i i i( -_- A BUILDING SEC ION A7.81 SCALE: 1/4" = 1'-0" RADIANT BARRIER, TYP. HALL EYON B BUILDING SECTION A7.81 SCALE: 1/4" = 1'-0" CARIBBEAN —ROOFING PER CONTRACT, TYP. Im M n co r\ co FURR-OUT FOR INSULATION RADIANT BARRIER, TYP. CARIBBEAN FOYER A 111 rrr 117 I r1 COVERED ENTRY (NOMINAL) TYPICAL *18 RISERS @ 7 5/8 15 TREADS = 10" W/ 1" NOSING 2 LANDING2 *ACTUAL STAIR RISERS TO BE VERIFIED BY CONTRACTOR IN THE FIELD STAIR RAILING AND GUARD RAILING NOTE STAIR RAILING AND STAIR GUARD RAILING SHALL BE CONSTRUCTED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT ALONG THE RAIL IN ANY DIRECTION. IT MUST ALSO WITHSTAND A UNIFORM LOAD, NOT CONCURRENTLY WITH THE CONCENTRATED LOAD, OF 50 POUNDS PER LINEAR FOOT APPLIED ALONG THE RAIL IN ANY DIRECTION. INTERMEDIATE RAILS AND POSTS (IN -FILL) SHALL WITHSTAND A HORIZONTAL LOAD OF 200 POUNDS APPLIED AGAINST ANY ONE SQUARE FOOT AREA, NOT CONCURRENTLY WITH OTHER LOADS. STAIR SECTION SCALE: 1/4" = 1'-0" CARIBBEAN �W V u� W cn O 9.0U U U Q W C0 U F_ z Q W V z Q Ice TO THE BEST i' MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING CONYLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN a"ECT AS OF DATE OF CERTIFICATION BELOW. March 9, 2018 42" HIG � t > i i % F LOW WALL AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 0 72328 C) M LU C) M __4 Cb 04-J T 00 Z LU < c y 2x12 P.T. ., � (3) v ;8 o (LI e —° HEADER ¢ Y � Z a 4 LLi � a- I..L � W T O C C) 0 L 0 1/2" PLYWD. .1 cL p N U n _r ko O 1" NOSING TYP. N b�. T' WD. NAILER 10" € U i p�p;� y LU LU LF1 2x12 WD. CARRIAG U'jM m z LJ z LU �n Q HUjLU (3 REQ'D.) C) w m aro C: LijU V f 'i i gY wn TPFAn (NOMINAL) TYPICAL *18 RISERS @ 7 5/8 15 TREADS = 10" W/ 1" NOSING 2 LANDING2 *ACTUAL STAIR RISERS TO BE VERIFIED BY CONTRACTOR IN THE FIELD STAIR RAILING AND GUARD RAILING NOTE STAIR RAILING AND STAIR GUARD RAILING SHALL BE CONSTRUCTED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT ALONG THE RAIL IN ANY DIRECTION. IT MUST ALSO WITHSTAND A UNIFORM LOAD, NOT CONCURRENTLY WITH THE CONCENTRATED LOAD, OF 50 POUNDS PER LINEAR FOOT APPLIED ALONG THE RAIL IN ANY DIRECTION. INTERMEDIATE RAILS AND POSTS (IN -FILL) SHALL WITHSTAND A HORIZONTAL LOAD OF 200 POUNDS APPLIED AGAINST ANY ONE SQUARE FOOT AREA, NOT CONCURRENTLY WITH OTHER LOADS. STAIR SECTION SCALE: 1/4" = 1'-0" CARIBBEAN �W V u� W cn O 9.0U U U Q W C0 U F_ z Q W V z Q Ice TO THE BEST i' MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING CONYLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN a"ECT AS OF DATE OF CERTIFICATION BELOW. March 9, 2018 F Ft � t > i i % F R 9,673 P° Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 C) M LU C) M __4 Cb 04-J T 00 Z LU < c y : (/) N ., � (3) v ;8 o (LI e —° � rn U_ r` ¢ Y � Z a 4 LLi � a- I..L � W T O C C) 0 L 0 Eo�< .1 cL p N U n _r ko O N b�. € U i p�p;� y LU LU LF1 L0 p�- # L U'jM m z LJ z LU �n Q HUjLU Wm C) w m aro C: LijU C) w J LU U) C) Ln CiG T� E � L Ca r� z O 00 U � w r Q �z _j �---� # L .fir; m 3_l RIAL r 1014.0