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562 TIMBER BRIDGE LN - PERMIT RES18-0089 (3)CURVE DATA N83'22'30"E CH = 25.63' R = 200.00' A = 25.65' A = 07'20'54" OFFICE COPS MAP SHOWING PL 0 T PLAN OF LOT 176 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 RECORDED IN PLAT BOOK 67 PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLA. CERTIFIED TO: TOLL BROTHERS, INC. gR1DG�• Lp,NE -nMgER • •. `ter•.: -0 '. �_� ��M REVISED FRONT ENTRY; REVISED HOUSE PLAN; NEW HOUSE PLAN; W.0 NEW HOUSE PLAN; W.0 AA UUV. - INVLNLU FND. - FOUND ESM,T - EASEMENT CONIC - CONCRETE MON. - MONUMENT LP. - IRON PIPE R. - IRON ROD - DELTA ANGLE CH - CHORD A - ARC LENGTH R - RADIUS (CALC.) - CALCULATED (D) DEED P = PLAT R - RADIAL LINE - CENTER LINE R/W - RIGHT-OF-WAY —x— - FENCE (W) - WITNESS F. B. X PROPOSED CUSTOMER RESIDENCE MODEL- A ANo7-AS1A" F.F.E. 90.50, '(12.40) Z a� MODEL "ANASTASIA" LOT SIZE 19.7• DRIVEWAY TO R/W 913I ' I � PROPOSED . 1BR 713 COVERED , PORCHVER I RIGHT-OF-WAY LENGTH 111.83 FT. Q s 7.0• b. I ? I w\� •_:�•:--` :--tit.►_s LOT 1 7 6 I (VACANT) - POINT OF TANGENCY `- ALL 1 � X10 gR L 01 SURVEYORS .C. - POINT OF COMPOUND CURVE SURVEY NOT VALID UNLESS EMBOSSED BY SEAL OF FLORIDA, BUILDING RESTRICTION FLORIDA POWER h LIGHT JAMES D. HARRISON, JR., No. 2647 INC. P.) = TYPICAL MICHAEL A. GARRETT, No. 6643 PROPOSED CUSTOMER RESIDENCE MODEL- A ANo7-AS1A" F.F.E. 90.50, '(12.40) Z a� MODEL "ANASTASIA" LOT SIZE 19.7• DRIVEWAY TO R/W 913I ' I � PROPOSED . 1BR 713 COVERED , PORCHVER I RIGHT-OF-WAY LENGTH 111.83 FT. Q s 7.0• b. I ? I w\� I I , Z LOT 1 7 6 I (VACANT) - POINT OF TANGENCY I ALL 1 � X10 gR L 01 COV RSE G C F 03 M I? NOTE ALL UTILITIES SHOWN HEREON WERE FROM AS -BUILT DRAWINGS PROVIDED BY CODY'S PROFESSIONAL SURVEYING 3-0618 (OFFICE) AND MAPPING, INC. 0.# 159931; 12-04-17 (OFFICE) 12-18-14; JOB #10114 157629; 08-04-17 (OFFICE) 153205; 12-20-16 (OFFICE) CURVE DATA C2 S80'22'31 "E CH = 17.04' R = 25.00' A = 17.39' A= 39'50'51" BUILDERS ENDORSEMENT SIGNED: NAME: DATE: ALL PAVERS ALL MEASUREMENTS ESTIMATED FRONT 558± SQ. FT. BACK 289± SQ. FT. --� DENOTES DIRECTION OF FLOW TYPE "A" DRAINAGE ELEVATIONS SHOWN THUS (12.40) WERE TAKEN FROM ENGINEERING PLANS BY TAYLOR & WHITE, INC., DATED 04-15-14 ELEVATIONS SHOWN HEREON REFER TO NAVD OF 1988 ,,DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN LOT 176 MODEL "ANASTASIA" LOT SIZE 8,912± SQ. FT. DRIVEWAY TO R/W 387± SQ. FT. ENTRY WALK 61± SQ. FT. APPROXIMATE SIDEWALK 447± SQ. FT. RIGHT-OF-WAY LENGTH 111.83 FT. TOTAL IMPERVIOUS COVERAGE 4,289± SQ. FT. 48% TOTAL EASEMENT AREA 839± SQ. FT. TREE SCHEDULE LOT SQ. FT. MINUS EASEMENTS/WETLANDS 8,073 ACRES=8,073/43,560 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. THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN ON FLOOD INSURANCE RATE MAP 0408 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13 AMERICAN SURVEYORS OF FLORIDA, INC. D SURVEYORS - 3751 SAN JOSE PLACE, SUITE 15 - JACKSONVILLE, FLORIDA, 32257 - 904/279-0088 - LICENSED LAND BUSINESS NO. 3857 E - FlNISH FLOOR ELEVATION SKETCH FOR PLOT PLAN ONLY - DOES NOT REPRESENT OR PURPORT TO SHOWAIR - N C - DENTIFlCAMONER BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY _— `% .M. - PERMANENT REFERENCE MONUMENT - POINT OF TANGENCY ALL P ENT CONTROL POINT PERMOF AMERICAN - POINT CURVE .C. - POINT OF REVERSE CURVE SURVEYORS .C. - POINT OF COMPOUND CURVE SURVEY NOT VALID UNLESS EMBOSSED BY SEAL OF FLORIDA, BUILDING RESTRICTION FLORIDA POWER h LIGHT JAMES D. HARRISON, JR., No. 2647 INC. P.) = TYPICAL MICHAEL A. GARRETT, No. 6643 - NATIONAL GEODETIC VERTICAL DATUM SCALE L7=20' VD = NORTH AMERICAN VERTICAL DATUM — 9 - POINT OF INTERSECTION ^mow - - EDGE OF WATER DATE 08-01-16 FLO GISTERED S VEYOR MAPPER —8 B - TOP OF BANK - DR. BY BRB DIR. P:\2016\80688-159931-plotpfan ORDER NO. 159931 FILE 80688 P FIRST FLOOR LAYOUT SCALE: NTS J4 Truss Connector Total List Manuf Product Qty UP JU24 9 OFFICE COPY BCS BUILDING COMPONENT SUPPLY, INc. 4527 JR HALL BLVD. SUITE 208 GREEN COVE SPRINGS, FL 32043 0: 904.297.9390 F: 904.529.1 406 BEARING HEIGHTS 91- 1 1 /B° 1 OI- 1 1 /BII 12 1- 21- 1 1 /BII THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer. See individual design sheets for each truss design identified on the placement drawing. The building designer is responsible for temporary and permanent bracing of the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of the building designer. For general guidance regarding bracing, consult "Bracing of Wood Trusses" available from the Truss Plate Institute, 583 D'Onifrio Drive; Madison, WI 53179. ATTENTION. Refer to truss layout and engineering documents that arrive with delivered field trusses. Unless noted otherwise, all beams are by others. REVISION DATE CHECKED BY 00/00/15 CLIENT I TOLL BROTHERS SUBDIVISION I ATLANTIC BEACH MODEL I ANASTASIA ELEVATION I SHINGLE IL LOT F DRAWN BY CJR 17612/14/2017 DATE REF # 13892TO MAP SHOWING PL 0 T PLAN OF LOT 176 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. CURVE DAT Cl N83'22'30"E CH = 25.63 R = 200.00 A = 25.65 A = 07'20' - & GUTTER - 2 W PROPOSEp 1 ^ ME' CONCRETE 0 SIDEWALK 7.5° JEA w w - 1 w w . �.rr rY • w 8r►��'Trl PROPOSED of CU OMER I10MOD {rr r►ara ra rrr r ' ' rr�-'ri r • • , Lr • I I ;W I D=90 5pl h F.F.C. =(12.40)I APPROXIMATE SIDEWALK 447± SQ. FT. RIGHT—OF—WAY LENGTH 111.83 FT. TOTAL IMPERVIOUS COVERAGE 4,289± SQ. FT. 48% rrri .�'"irr ' • POSED I GARAGEPA I 11.3' 6.8'IIIF ''t BRPORCAVE R I o I x J v Q_ 7.0' S� I I w\3 I a I I 7 6 ci(VACANT) I 4 03 J U I' .. COV,,0,p,OSCD PAVER &RicK I.R. - IRON ROD io. ENTRy 6� 08. • w 5,30'4 RSE 40 I toSr PROPOSED of CU OMER I10MOD RESIDENCE IJ EW_48.ANASrAS1A„ I ^ Im I- I ;W I D=90 5pl h F.F.C. =(12.40)I APPROXIMATE SIDEWALK 447± SQ. FT. RIGHT—OF—WAY LENGTH 111.83 FT. TOTAL IMPERVIOUS COVERAGE 4,289± SQ. FT. 48% TOTAL EASEMENT AREA 19,7• I I PROPOSED 913' I 11.3' 6.8'IIIF ''t BRPORCAVE R I o I x J v Q_ 7.0' S� I I w\3 I a I I 7 6 ci(VACANT) I 4 03 J U I' i � I.R. - IRON ROD io. 6� 08. • w 5,30'4 RSE SURVEYORS COV P.C.C. - POINT OF COMPOUND CURVE B.R.L - BUILDING RESTRICTION SURVEY NOT VALID UNLESS EMBOSSED BY SEAL OF FLORIDA, RADIUS (Ct) - CALCULATED REVISED FRONT ENTR ; 03-06--18 (OFFICE) REVISED HOUSE PLAN W.O.# 159931; 12-04-17 (OFFICE) NEW HOUSE PLAN; W[0.# 157629; 08-04-17 (OFFICE) NEW HOUSE PLAN; W0.# 153205; 12-20-16 (OFFICE) cd M P NOTE ALL UTILITIES SHOWN HEREON WERE FROM AS—BUILT DRAWINGS PROVIDED BY CODY'S PROFESSIONAL SURVEYING AND MAPPING, INC. 12-18-14; JOB #10114 CURVE DATA C2 S80'22'31 "E CH = 17.04' R = 25.00' A = 17.39' A = 39'50'51" COMMUNITY DEVELOPMENT BUILDERS ENDORSEMENT SIGNED: NAME: DATE: ALL PAVERS F,ALLMEASU REMENTS ESTIMATED FRONT 558± SQ. FT. BACK 289± SQ. FT. --�� DENOTES DIRECTION OF FLOW TYPE "A" DRAINAGE ELEVATIONS SHOWN THUS (12.40) WERE TAKEN FROM ENGINEERING PLANS BY TAYLOR & WHITE, INC., DATED 04-15-14 ELEVATIONS SHOWN HEREON REFER TO NAVD OF 1988 DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN LOT 176 MODEL "ANASTASIA" LOT SIZE 8,912± SQ. FT. DRIVEWAY TO R/W 387± SQ. FT. ENTRY WALK 61± SQ. FT. APPROXIMATE SIDEWALK 447± SQ. FT. RIGHT—OF—WAY LENGTH 111.83 FT. TOTAL IMPERVIOUS COVERAGE 4,289± SQ. FT. 48% TOTAL EASEMENT AREA 839± SQ. FT. TREE SCHEDULE LOT SQ. FT. MINUS EASEMENTS/WETLANDS 8,073 ACRES= 8,073/43,560 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. THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN ON FLOOD INSURANCE RATE MAP 0408 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. LAND SURVEYORS — 3751 SAN JOSE PLACE, SUITE 15 — JACKSONVILLE, FLORIDA, 32257 — 904/279-0088 — LICENSED LAND BUSINESS NO. 3857 Legend _ 5 COV. COVERED F.F.E. - FINISH FLOOR ELEVATION I.D. - AIR CONDITIONER SKETCH FOR PLOT PLAN ONLY - DOES NOT REPRESENT OR PURPORT TO SHOW - FND. - FOUND ESN'T - EASEMENT I.D. -IDENTIFICATION BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY _ 4 CONC - CONCRETE P.R.M. - PERMANENT REFERENCE MON. - MONUMENT I.P. - IRON PIPE MONUMENT P.T. - POINT OF TANGENCY ALL I.R. - IRON ROD P.C.P. - PERMANENT CONTROL POINT P.C. - POINT OF CURVE AMERICAN L - DELTA ANGLE CH - CHORDP.R.C. - POINT OF REVERSE CURVE SURVEYORS A - ARC LENGTH P.C.C. - POINT OF COMPOUND CURVE B.R.L - BUILDING RESTRICTION SURVEY NOT VALID UNLESS EMBOSSED BY SEAL OF FLORIDA, RADIUS (Ct) - CALCULATED F.P.&L- FLORIDA POWER & LIGHT JAMES D. HARRISON, JR., No. 2647 INC. D) - DEED N•) -TYPICAL MICHAEL A. GARRETT, No. 6643 P - pLAT R - RADIAL LINE HCVD -NATIONAL GEODETIC VERTICAL DATUM SCALE 1, =22' - CENTER LINE NAVD - DNORTH ATUM AMERICAN VERTICAL ( 1 9 R/W -RICHT-OF-WAY P I POINT OF INTERSECTION ///� j•�.->�.-�-w - -><- - FENCE EOW - EDGE OF WATER DATE OS -01-16 FLO A GISTERED S - VEYOR MAPPER Z_8 (W) - WTTNEss roe - TOP OF BANK . F. B. X DR. BY BRB DIR, P:\2016\80688-159931-plotplan ORDER NO. 159931 FILE 80688 CURVE DAT, N83'22'30"E CH = 25.6; R = 200.0C A = 25.6° A = 07'20'; REVISED FRONT ENTRY: REVISED HOUSE PLAN; NEW HOUSE PLAN; W.0 NEW HOUSE PLAN; W.0 MAP SHOWING PLOT PLAN OF LOT 176 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. Cl GE IN-�MgER 13R�D WAYi y (gp' R1G AI F (POSED 22 0 & GUTTER , • 2 WATE PROPOSEpMETER: CONCRE7E� ❑ ❑ SIDEWALK 7.5' JEA I � o IOMER PROPOSED l CUST SEWER :9 SERVICE RESIDEtVCEI MODEL "ANSTASIq" It Im 7--48.50' LW DUMPSTfR DOWN P AREA v • CA R E: GARAGE o d PROPOSED Py I ENTRY VER ALK (}I❑ I ! 19.7' I I N 5.2 N I � o IOMER PROPOSED l CUST SEWER :9 SERVICE RESIDEtVCEI MODEL "ANSTASIq" It Im 7--48.50' LW DUMPSTfR DOWN P AREA v V= E: I�[7> o d PROPOSED Py I ENTRY VER ALK (}I❑ I ! 19.7' I I N 5.2 N 9II3, M pOVERED &RIC - I AVER ENTRYK I s I I � o IOMER PROPOSED l CUST z RESIDEtVCEI MODEL "ANSTASIq" It Im 7--48.50' I I� D_90 50' FFE._(120) I M 2I ® = 39'50'51" CD I�[7> o d SIGNED: O ou NAME: Q 19.7' I I n PROPOSED sl3• I 11.3• CD ' VE ED I BRICK P �- PORCHVER I I X'c J :FaQ ' o. O U 3 I0ol I Q LOT I (VAC 7 6 ANT) i 1 a�3 BACK 289± SQ. FT. I l i �10 gRL. MICHAEL A. GARRETT, No. 6643 INC. r F i-06-18 (OFFICE) )•# 159931; 12-04-17 (OFFICE) 157629; 08-04-17 (OFFICE) 153205; 12-20-16 (OFFICE) IU? co M rn CURVE DATA C2 P ti S80'22'31 "E z CH 17.04' ^ n R = 25.00' 2 REUSE �ATER A = 17.39' METERS ® = 39'50'51" P ti MODEL "ANASTASIA" z 8,912± SQ. FT. ^ n 387± SQ. FT. Z� J I ^ U� 61± SQ. FT. APPROXIMATE SIDEWALK 447± SQ. FT. CD BUILDERS ENDORSEMENT o a SIGNED: VY: NAME: Q DATE: 0 ca ALL CO C. - POINT OF CURVE •R.C. -POINT OF REVERSE CURVE �- ALL PAVERS v ALL MEASUREMENTS ESTIMATED P FRONT 558t SU. I:T. Q •P.&L- FLORIDA POWER & LIGHT JAMES D. HARRISON, JR., No. 2647 BACK 289± SQ. FT. NOTE ALL UTILITIES SHOWN HEREON WERE FROM AS -BUILT DRAWINGS PROVIDED BY CODY'S PROFESSIONAL SURVEYING AND MAPPING, INC. 12-18-14; JOB #10114 --� DENOTES DIRECTION OF FLOW TYPE "A" DRAINAGE ELEVATIONS SHOWN THUS (12.40) WERE TAKEN FROM ENGINEERING PLANS BY TAYLOR & WHITE, INC., DATED 04-15-14 ELEVATIONS SHOWN HEREON REFER TO NAVD OF 1988 DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN LOT 176 MODEL "ANASTASIA" LOT SIZE 8,912± SQ. FT. DRIVEWAY TO R/W 387± SQ. FT. ENTRY WALK 61± SQ. FT. APPROXIMATE SIDEWALK 447± SQ. FT. RIGHT-OF-WAY LENGTH 111.83 FT. TOTAL IMPERVIOUS COVERAGE 4,289± SQ. FT. 48% TOTAL EASEMENT AREA 839± SQ. FT. TREE SCHEDULE LOT SQ. FT. MINUS EASEMENTS/WETLANDS 8,073 ACRES=8,073/43,560 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. THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN ON FLOOD INSURANCE RATE MAP 0408 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. ND SURVEYORS - 3751 SAN JOSE PLACE, SUITE 15 - JACKSONVKLE, FLORIDA, 32257 - 904/279-0088 - LICENSED LAND BUSINESS NO. 3857 COV,. - COVERED FND. - FOUND .F.E - FINISH FLOOR ELEVATION c AIR CONDMONER SKETCH FOR PLOT PLAN ONLY - DOES NOT REPRESENT OR PURPORT TO SHOW _ 5 - ESM'T EASEMENT D. IDENTIFICATION PERMANENT REFERENCE BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY CONC CONCRETE MON. - MONUMENT •R.M. MONUMENT _-4 I.P. -IRON PIPE •T• POINT OF TANGENCY I.R. IRON ROD ... PERMANENT - PERMANENT CONTROL POINT ALL A DELTA ANGLE CH CHORD C. - POINT OF CURVE •R.C. -POINT OF REVERSE CURVE AAN A - ARC LENGTH '.C.C. - POINT OF COMPOUND CURVE R.L. - BUILDING RESTRICTION SURVEY NOT VALID UNLESS EMBOSSED BY SEAL RVEYORS (,MERICA (CALC.) - CCAL.CULATED •P.&L- FLORIDA POWER & LIGHT JAMES D. HARRISON, JR., No. 2647 FLORIDA , (D) - DEED P = PUT •) - TYPICAL - NATIONAL GEODETIC VERTICAL MICHAEL A. GARRETT, No. 6643 INC. R - RADIAL LINE Ct DATUM VD -NORTH AMERICAN SCALE T:'-20' fi / -CENTER LINE R/W VERTICAL DATUM I/ - RIGHT-OF-WAY .I. - POINT OF INTERSECTION 9 91 (W) -FENCE (vq - wrrNEss - TOP OF I/-�/ �•�� DATE 08-01-16 B BANK - {FLOR A GISTERED S VEYOR MAPPER F. 8. X DR. BY BRB DIR P:\2016\80688-159931-plotplan ORDER NO.159931 FILE _80688 DESIGN SPECIFICATIONS USP CONNECTERS DESIGN CODE: 2017 FLORIDA BUILDING r%ODE - 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 sf COMPONENTS & CLADDING ALLOWABLE DESIGN PRESSURES TRIBUTARY AREA (sf)ZONE INTERIOR EDGE STRIP (PSF): (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 +21.8 -26.6 GARAGE DOOR PRESSURES PSF 1 CAR UPLIFT SPF GARAGE +22.9 DOOR -28 8 (8'x7') (9)1Odx1'/2" 2 CAR USP RT7 GARAGE +21.8 DOOR 23.9 (16'x7') 775 CONNECTOR SYP UPLIFT SPF FASTENERS / (16) 0.131X13" USP A35 450 450 (9)1Odx1'/2" S 8'-4" USP RT7 585 495 (5)8d EA. END (1)A35 + (4)12d TOE NAILS USP RT8A 775 650 (5)1Odx1'/2' EA. END USP MTW12 1195 860 (7)10dx1'/2' EA. END USP HTW20 1450 1245 (12)1Odx11/ " EA. END I ICM ucTA')n lann 1AC.�, I /oltn,a Fn ip7mn FL# CODE TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) P -- - - - - BOTTOM CHORD LIVE LOAD 10 psf 0 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE BOTTOM CHORD DEAD LOAD 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY USP MSTA36 2065 2065 (13)10d EA. END DEFLECTION CRITERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 '/2"0 ROD 0 FTG. ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/240 SHALL BE PERMITTED USP JUS28 1305 1305 (6)1Od TO HEADER FLOOR FRAMING: LIVE LOAD L/360 &TOTAL LOAD L/240 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 5/8"0 ROD TO FTG. 0.75" MAX ANY CASE POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. USP HTT22 5370 5370 5/6110 ROD f0 FTG. WIND LOADING: LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 5/8110 ROD wl (12)16d ASCE 7-10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF USP PAU66 2535 5/8% ROD w/ (12)16d BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS PLUS PRESSURE AND MINUS SUCTION. OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE USP MSTAM24 1545 1455 (5)/,"x2 -V, TAPCONS LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED BY 0.75 WHEN COMBINED w/ DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MANUF.SUPPLIER &SHALL MEET SIMPSON CONNECTORS THE ABOVE NOTED POSITIVE ANDDNEGATIVE PRESSURES. BASIC WIND SPEED (ASCE 7-10) - - - - - - - - - - 130 MPH IMPORTANCE FACTOR --------------- 1.009> UPLIFT MEAN ROOF HEIGHT - - - - - - - - - - - - - - - - 15.0 FT r-- --;to °1, CONNECTOR SYP SPF FASTENERS FL# CODE ROOF PITCH - - - - - - - - - - - - - - - - - - - 7/120 A35 450 450 12-8dx1'/2" 10446.4 BUILDING CATEGORY - - - - - - - - - - - - - - - - IIH2.5T 600 520 5-8d EA. EN) 11478.3 EXPOSURE CATEGORY - - - - - - - - - - - - - - - C 4a � DENOTES EDGE STRIP. o r-- SEE C & C CHART HTS16 1150 1085 16-10d EA. END 10456.6 ENCLOSURE CLASSIFICATION - - - - - - - - - - - -ENCLOSED I ABOVE FOR 'a' DIMENSION MTS12 1000 860 7-10dx1'/2" EA. END 10456.3 INTERNAL PRESSURE COEFFICIENT - - - - - - - - - - f .18 I o HTS20 1450 1245 24-10dx1'/z" EA. END 13872.3 MATERIAL SPECIFICATIONS --J MSTA24 1765 1270 9-10d EA. E D 13872.4 �I o t t - MSTA36 2050 1870 13-10d EA. END 13872.8 o o HARDWARE AND ANCHORS: �-- --� 18-16d TO TRUSS/BEAM HTT4 3480 3080 1-5/,,"0 ROD TO FTG. 11496.2 ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH [NOT ACTUAL PLAN] a ASTM A 307 OR ASTM F 1554 GRADE 36. 32-16d TO TRUSS/BEAM WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). SCOPE OF SERVICE HTT5 5250 467011496.2 NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. 1-5/e"2 ROD TO FTG. METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO 6-10d TO HEADER EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: LUS28 930 780 10655.113 RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE 4-10d TO JO ST DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR 14-16d TO HEADER SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU410 905 785 10531.36 LARGER THAN REBAR SIX AND /6" LARGER THAN THREADED ROD SIZE. OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JO ST (U.O.N.} THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS DOCUMENTS. ABU44 2200 5/,"0 ROD EPDXIED 6" MIN 10849.6 (DUAL CARTRIDGE INSTALLATION ONLY): ABU66 2300 Ys"O ROD EPDXIED 6" MIN 10849.6 EPDXY: ITW RED HEAD A7 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET N/A N/A SIMPSON EPO<Y-TIE 11506.4 STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, 10-16d TOS D/BEAM/POST WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT208 1675 1675 11496.3 1 0 ROD TO FTG. LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED / z SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT LSTA12 1 805 1 695 10-10d 1 13872.5 MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. 1 CS16 1705 1705 13-8d 10852.1 GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS FLOOR SHEATHING SPECIFICATIONS 23/32" T&G OSB OR PI YWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON @ 6" O.C. EDGE & FIELD ROOF SHEATHING SPECIFICATIONS*_ SHINGLE- MIN. '/�6 ", 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. WITH( 4'-0" OF ROOF EDGE). TIE - 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 R00 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" OF ROOF EDGE). WALL SHEATHING SPECIFICATIONS: FLEXIBLE FINISH -MIN. 7,e" 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. '/jB", 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 DAY COMPRESSIVE STRENGTH OF 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11" SLUMH. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE 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 WEIGHT, WITH 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 CELL_` 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 BE INCREASED AS NOTED ON 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". CLAY MASONRY (BRICK):._ 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 AT 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 RE OMMENDED 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 SLAB 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 PREVE14TION OF SUBTERRANEAN TERMITES. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'x12' 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 WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE -TREATED. IF, ACQ 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. PRF -ENGINEERED WOOD TRUSSES: SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTAL ED 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 BRACING 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 TURER'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 E1514 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 CONNECTION FASTENERINTERIOR LOAD BEARING WALL TYPE LINTEL DIMENSION MIN. BRG. MAX. SPAN ® 21 BUILT-UP POST IN THE WALL TOP PLATE TO TOP PLATE FACE NAIL 2 -GUN NAILS @ 12" STAG. L3'/2 x31/2 x'/4 4" 6'-0" � GABLE X -BRACE, SEE DETAIL 10/S0.1 TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3 -GUN NAILS L4x3'/2"x'/4 6" 8'-0" / HEADER SIZE JACK AND (2)2x8 -1 2 DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3 -GUN NAILS DESIGNATES SHEARWALL. THE KING STUD QUANTITY. L5x3'/z "x'/a 6" 10'-0" - ----- HIDDEN LINE DESIGNATES SIDE OF RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6") GUN NAIL @ 6" WALL THE SHEARWALL SHEATHING L6x3'/2 "x'/4 6" 12'-0"TO BE APPLIED. 8d @ 3/6 CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5 -GUN NAILS SW 3"/6" DESIGNATES 8d COMMONS @ 3" L7x3'/2 "x'/, 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 BRICK ADJ - ADJACENT LG - Long RESISTANT COATING OF EPDXY BASED r==� VENEER JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3 -GUN NAILS PAINT. BM - BEAM MANUF - Manufacture WEATHER BOT - BOTTOM MONO Vonolithic RAFTER TO PLATE TOE NAIL (3-8d) 3 -GUN NAILSII= BARRIER BRG - BEARING OC - On Center 2. LINTEL MORE THAN 8'-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_ P DGE BM. TOE NAIL (2-16d) 3 -GUN NAILS EXCEED 6 FT. O.C. w/ 2-'/ax3" WD. DIA - DIAMETER PRE ENG - Pre Engineered SCREWS INTO HEADER PROVIDE A '/Z" E_=� LINTEL EA - EACH PSF - Pounds per Square Foot CONT. HEADER, TWO PIE -;ES FACE NAIL 16d@ 16" O.C. @EDGE VERTICAL SLOTTED HOLE FOR SCREW. ATTACHMENT EE -EACH END PSI - Pounds per Square Inch CONT. HEADER TO STUD TOE NAIL (3-16d) 4 -GUN NAILS li== SEE NOTE 7 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 - Reinforce SOLE PLATE TO JOIST/Es-OCKING FACE NAIL (16d @ 16") GUN NAIL @ 8" TIES @ 12" O.C.. (FOR 130mph HEADER, J FLASHING FBC - FLORIDA BUILDING CODE SF - Sq are Foot ND -ZONE VERT. TIES @ 16" O.C.). SEE PLAN [BRICK LINTEL, FDN - FOUNDATION SPF -Spruce Pine Fur 'JWI AIL SPECIFICATIONS AT WIND-ZONE OPENINGS SPACE TIES WITHIN FT - FOOT SYP - Southern Yellow Pine 3"x0.131"0 GUN NAILS 2"x0.113"0 RINK SHANK s SEE SCHEDULI FTG - FOOTING THRU - through 12' OF OPENINGS. PROVIDE /,6"0 WEEP HDR -HEADER TYP - T pical 2"x0.113"0 = 6d 2/2"x0.131"0 = 8d HOLES @ 33" O.C. IMMEDIATELY ABOVE SECTION VIEW HORIZ - HORIZONTAL LION - U less Otherwise Noted 3"x0.148"0 = 10d 3/2"x0.162"0 = 16d FLASHING. OF BRICK LINTEL LBS - POUNDS VERT - ertical 1'/2 "x0.148"0 = 10dx1'/2 " 11/2 "x0.131 "O = 8dx1'/2 " WWF - elded 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 01 INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/10d MASONRY CUT NAILS @ 48" O.C. MINIMUM. SEE FOUNDATION PLAN ADDITIONAI ANCHORS AT SHEARWALLS 8d COMMON @ 3" 0. C. F ---- I L SYP#2 DBL. TOP PLATE. FULL HEIGHT SHEATHING TO BE CONTINUOUS TO UPPER TOP PLATE. SEE PLAN FOR S IOD SIZE AND O.C. ACING. WITHIN FLOOR WHERE POST IS I - J SEE 5 TYPICAL STUD NAILING: 0.131x3" END NAILS: (2) @ 2x4, (3) @ 2x6, (4) @ 2x8. ROOF SHEATHING, SEE SPECIFICATIONS. L\� SEE 5/S0.0. 2x -BLOCKING ONLY REQUIRED IF SHEARWALL. I -- -- I I I II I L - - I - - - - J FASTEN LOWER STUD PERMANENT TRUSS ;I 8d TO TALLER STUD w/ I BRACING BY OTHER. COMMON 2 -ROWS OF 10d COMS 1, @ 3" 0. C. @ 12" O.C. t; FULL HEIGHT ANCHOR 1 AT INTERIOR WALLS II TYPICAL SOLE TYPICALLY 3/a" FULL I; PLATE NAILING: HEIGHT THREADED 11 0.131x3" TOE NAILS: RODS @ 6'-0" O.C. ;I (3) @ 2x4, I' (4) @ 2x6, jI (5) @ 2x8. BLOCKING ONLY REQUIRED ;I AT SHEARWALLS AND j1 PT. SYP#2 STUCCO FINISH. 11 SOLE PLATE. 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 16"M AX.1 I 11 WALL SHEATHING4 SEE DETAIL 1 /S0.1 , a 11 FOR SPLICING 16d COMMONS 11 OPTIONS. @ 8" D.C. - ! WALL FRAMING AT FLOOR SHEATHING, 11 PLATE CHANGE CONDITION TYPICAL TOP PLATE NAILING: FASTEN ALL TOP PLATES TOGETHER w/ (3) ROWS OF .131x3 @ 12" O.C. STAGGERED. SYP.49 SYP#2 DBL. HEADER, TOP PLATE. PER PLAN. T -0" MIN. SPLICE LENGTH / (16) 0.131X13" NAILS RAISED HEADER (2)2x4 SPF #2 (5)12d TOE NAILS S 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS 12'-0" y (1)A35 + (4)12d TOE NAILS 2%" SHEATHING MAY EXTEND 2" ARCHED TRANSOM OPTION SEE RIGHT. WINDOW SILL SEE SCHEDULE FOR SILL SIZE AND CONNECTION EACH END. 24" ElI 4Y2" 1 I STAGGERED PAST BLOCKING- WINDOW SEE SPECIFICATION S. 1, I 71 f I i 2 TYPICAL WALL FRAMING I SEE 1 /SO.1. BLOCKING ONLY REQUIRED AT SHEARWALLS AND J STUCCO FINISH. INTERIOR BEARING WALL: SEE SCHEDULE FOR STUD SIZE AND O.C. SPACING. WALL SHEATHING SEE DETAIL 1/SO.1 FOR SPLICING OPTIONS. II II WALL SHEATHING TO j SOLE PLATE 11 RAISE Ys" FROM 8d @ 3" 11 SEE DETA LS SEE DETAILS 1� BOTTOM OF SOLE 11 ON S1.01 ON S1.01 11 PLAN AND FASTEN __ iL---,--- - -, F-- 1 w/8d COMMON @ 3" F i1 O.C. I I I I I �11 \L I I 1 I L --------J L-- ---J L -------J SINGLE STORY MULTY STORY TYP. WALL SECTIONS SIMPSON SDWC15600 SEE ROOF FRAMING PLAN FOR DETAILS. EXTEND SHEATHING VERT. TO TOP OF TRUSS AS SHOWN. PROVIDE 2x4 BLOCKING AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE SPECIFICATIONS BELOW. PRE-ENGINEERED WOOD 2x SPF BLOCKING ROOF TRUSSES. RIPPED TO FIT WITH GAP SHOWN. o SIMPSON SDWC15600 SEE ROOF '1 FRAMING j I SIMPSON PLAN FOR }/ DETAILS. SHEATHING MAY SDWC15600 TERMINATE AT SIMPSON SEE ROOF SIMPSON TOP OF DBL. SDWC15600 FRAMING SOWC15600 SEE NOTE 1. 11 PLAN FOR SEE NOTE 1. TOP PLATE. DETAILS. 5" < HEEL < l' -O" - HEELCONNECTION HEEL < 5" NOTES: 1, TOP PLATE TO STUD SDNC 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. s1 ROOF TRUSS 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 D PL TE SPLICE T -0" MIN. SPLICE LENGTH / (16) 0.131X13" NAILS EVENLY SPACE (2)2x4 SPF #2 4'-0"1 MIN. �'il►`[i1�L� � ROUGH OPENING DROPPED HEAD OR SILL PLATES MINIMUM END FASTENER EACH END 5 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS G 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS S 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS ARCHED TRANSOM OPTION: 2x SPF DIAGONAL BLOCKING FOUNDATION SEE PLAN `Ut �1. 1 .. 12" 1'/2 ' WALL FRAMING AT MAX. MIN. SOLE PLATE ANCHOR: RAISED HEADER CONDITION FROM SOLE SEE SCHEDULE PLATE BREAK BUILDER MAY CHOOSE EITHER THE DROPPED WALL FRAMING AT HEADER CONDITION OR RAISED HEADER CONDITION. =n00rn urAnrD r1nniniT1nK1 �I 3x3xY4" SLOTTED 2 1WASHER PUSHED TO OUTSIDE 3x3xY4" SLOTTED FACE OF WALL. WASHER PUSHED TO OUTSIDE FACE OF WALL. PLAN VIEW - ' Yz" THREADED ROD EPDXIED 4" OR Yz" 0x6" SIMPSON TITEN HD. SECTION VIEW SOLE PLATE ANCHOR OR HOLD DOWN. BUTT J'-\ PT. SYP#2 1 12 1Y2" SILL PLATE. MAX. MIN. DROPPED FASTENED w/ 3-0.131"x3" EXT. WALL SPACING SHEARWALLS WASHER SPACING SPEC. EMBEDMENT DEPTH EDGE DISTANCE HEADER EA. END TYPICAL. 24" 3x3xO.229" 4" 2%" SHEATHING MAY EXTEND 2" 42" 24" 3x3x0.229" 4Y2" 1 I STAGGERED PAST BLOCKING- WINDOW BEAM. LSYP#2 ATTACHMENTS MUST 3 PLY BEAM. N HEADER, N ANCHOR INTO 2x MATERIAL. 2x4 MEMBERS: PER PLANS. JACK AND KING STUDS, NAILS @ 4" O.C. , SEE PLAN. AT 12" O.C. 10 AT TWO STORY CONDITIONS, 2x6 MEMBERS: WINDOW SILL SEE PROVIDE SOLID BLOCKING SCHEDULE. WITHIN FLOOR SYSTEM AT ALL (3) ROWS 12d O.C. AT 12" O.C. UPPER LEVEL POSTS & JACK STAGGER D' EA, SIDE. 2 & 3 PLY BEAMS STUDS. SDWC15600 SCREW (3)ROWS OF 5" (3)ROWS OF 6%4" TRUSSLOK TRUSSLOK ENGINEERED WOOD ENGINEERED WOOD SEE 8/SO.0. FOUNDATION SEE PLAN `Ut �1. 1 .. 12" 1'/2 ' WALL FRAMING AT MAX. MIN. SOLE PLATE ANCHOR: RAISED HEADER CONDITION FROM SOLE SEE SCHEDULE PLATE BREAK BUILDER MAY CHOOSE EITHER THE DROPPED WALL FRAMING AT HEADER CONDITION OR RAISED HEADER CONDITION. =n00rn urAnrD r1nniniT1nK1 �I 3x3xY4" SLOTTED 2 1WASHER PUSHED TO OUTSIDE 3x3xY4" SLOTTED FACE OF WALL. WASHER PUSHED TO OUTSIDE FACE OF WALL. PLAN VIEW - ' Yz" THREADED ROD EPDXIED 4" OR Yz" 0x6" SIMPSON TITEN HD. SECTION VIEW SOLE PLATE ANCHOR OR HOLD DOWN. BUTT J'-\ PT. SYP#2 1 12 1Y2" SILL PLATE. MAX. MIN. SOLE PLATE BREAK 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 DETAIL Ft SCHEDULE SCALE: 3/4" = V-0" SOLE PLATE ANCHOR SCHEDULE EXAMPLE OF PANEL ANCHOR EXT. WALL SPACING SHEARWALLS WASHER SPACING SPEC. EMBEDMENT DEPTH EDGE DISTANCE Y2"0 EPDXY 42" 24" 3x3xO.229" 4" 2%" )t"0x6" TITEN HD 42" 24" 3x3x0.229" 4Y2" 1 I STAGGERED 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 DETAIL Ft SCHEDULE SCALE: 3/4" = V-0" 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 PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH, SOLE PLATE CONNECTOR L SOLE PLATE ANCHOR LOCATED WITHIN 6" OF STUD PER SCHEDULE PACK. OMIT IF SHEARWALL- HOLD DOWN IS SPECIFIED SINGLE STORY TYPICAL HIS 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 OF EXTERIOR SIDE OF WALL STRAP NOT REQUIRED AT THE FOLLOWING: GABLE ENDS OF JACK TRUSSES LESS THAN 8' OR OPENINGS LESS THAN S-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. L HELL AD OR PLATES SIEE SCHEDULE ROUGH OPN'G, SEE ARCH. MULTI STORY (STACKED WINDOWS) BOUNDARY F- SHEATHIt G. EXAMPLE OF PANEL SO 71 * ' EDGE w/ BLOC ING (3) ROW OF 10d BY GENERAL NOTES. ,p F ,90 •' ORS P, N sro r� ��r••a''' NAILS @ 8" O.C. Christopher J Sab0urin PF 2 PLY DATE 1 I STAGGERED `` I BEAM. 3 PLY BEAM. N N 2x4 MEMBERS: ° (1) ROW OF 10d (4) ROWS 12d NAILS @ 4" O.C. , AT 12" O.C. EA. SIDE. 2x6 MEMBERS: (2) ROW OF 10d (3) ROWS 12d O.C. AT 12" O.C. STAGGER D' 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 LLU 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 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 PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH, SOLE PLATE CONNECTOR L SOLE PLATE ANCHOR LOCATED WITHIN 6" OF STUD PER SCHEDULE PACK. OMIT IF SHEARWALL- HOLD DOWN IS SPECIFIED SINGLE STORY TYPICAL HIS 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 OF EXTERIOR SIDE OF WALL STRAP NOT REQUIRED AT THE FOLLOWING: GABLE ENDS OF JACK TRUSSES LESS THAN 8' OR OPENINGS LESS THAN S-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. L HELL AD OR PLATES SIEE SCHEDULE ROUGH OPN'G, SEE ARCH. MULTI STORY (STACKED WINDOWS) BOUNDARY F- SHEATHIt G. EXAMPLE OF PANEL SO 71 * ' EDGE w/ BLOC ING WHERE REQUIRED BY GENERAL NOTES. ,p F ,90 •' ORS P, NAIL SPACING( AT SUPPORTED ED ES,-< GENERAL NOTES. EXAMPLE OF UNSUPPORTED (UNBLOCKED) PANEL EDGE (TYPICAL). NAILING TO INTERMEDIATE SUPPORT IS 6" O.C. MAX. (LION). RATED SHEATHING, SEE GENERAL NOTES. a ROOF TRUSSES, OR FLOOR JOISTS. ROOF AND FLOOR SHEATHING NAILING SCALE: 3/4" 1'-0" 2x4 BLOCKING 024" O.C. FASTEN EACH END w/3 -10d TOENAILS. STUD BELOW LOWER TOP 4-10d PLATE AT BREAK. OVER LAP DOUBLE COMMONS TOP PLATES. ONAL VIEW WALL INTERSECTION ORTH OF CORNER CONDITIONS .7 1 CORNER WALL INTERSECTION ITT NS CONDITIONS NOTES: 1. OVERLAP TOP PLATCORNERS A NT ES AT CO AND INTERSECTIONS. 2. DENO S 3"x0.131" GUN NAILS @ 6" O.C. VERTICAL. 3. DENO S 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. FRAM D WALL CORNER AND INTERSIECTIONS STUDS CONFIGURATIONS SEE DETAIL AT RIGHT. �OT REQUIRED FOR GABLE ENDS. SCHEDULE ROUGH OPN'G, SEE ARCH. TRUSS TO PLATE: SDWC SCREW PLATE TO HEADER: SDWC SCREW @ 24" O.C. 2X6 WALL TRUSS TO F PLATE: SDWC :a I SCREW PLATE TO HEADER: ---,,I[ SDWC SCREW @ 24" O.C. 2X4 WALL HEADER FASTENING SECTION KING STUD TO FRAMING BELOW: CS18 STRAP W/6-10DX%" NAILS EACH END. STRAP ATTACHMENT CAN BE STUD OR 2X10 INTERIOR OR EXTERIOR SIDE OF WALL. OFFICE BLOCKING FASTEN -/STRAP NOT REQUIRED AT THE FOLLOWING: w/8 -10d COMMONS GABLE ENDS OR JACK TRUSSES LESS MULTI STORY_ THAN 8' OR OPENINGS LESS THAN 3'-6" (UNSTACKED WINCIOWS) REVIEWED FOR CODE COMPLIANCE ACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY: DATE: 3 /J� oi0% Lou Pontigo and Associates, Inc. 420 C sceola Avenue Jax. Beach, Florida 32250 Ph.242-0 08 Fax. 241-9557 FL: CA # 344 SC: CA# 3579 'R�'� J' SA " O#010, SO 71 * ' N s ,p F ,90 •' ORS P, N sro r� ��r••a''' N Christopher J Sab0urin PF FLI PE#71461 I REV( IONS DATE FIELD ALTERATION CONTRACTOR SHALL C NT CT O A LOU PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH .MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUdTION DOCUMENTS ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. DESIGN CRITERIA AND G NERAL NOTES DO NOT SC LE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCL AR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME ANAST SIA - SHINGLE DESIGN/PRAWN/CHECKED CS KM LAP DATE 01.16.18 SCALE , S NOTED LPA No. TOLL -1 B-0001 0 CONTROL No. 3750 SHEET i 0.0 SHEET 1 OF 7 BLOCKING ONLY REQUIRED ROOF AT SHEARWALLS AND F F-1 STUCCO FINISH SHEARWALL SEGMENTED SHEARWALL FLOOR 5-8d COM II EACH SIDE 16d COMMONS OF SPLICE ® 8" O.C. I. SHEATHING SPLICE CONT. RIBBON TRUSS. BOARD (TYP) N FLOOR 0 3" O.C. FASTEN TO TOP TRUSSES OR JOIST. 0 32" O.C. 16d COMMONS 0 8" O.C. CONT. RIBBON BOARD (TYP) FLOOR TRUSSES OR JOIST. 8d COM 0 3" O.C. r EACH SIDE OF SPLICE SHEATHING SPLICE I 3/4' OSB or PLYWOOD RIM BOARD )/4" li SHORTER THAN WALL FRAMING -/WALL FRAMING j FLOOR SYSTEM. ALIGN Ii N 11 VERTICAL JOINTS WITH SHEATHING SPLICE 11 WALL SHEATHING L JOINTS BLOCKING ONLY REQUIRED 1L� 5-8d COM AT SHEARWALLS AND EACH SIDE STUCCO FINISH OF SPLICE OPTION 1 OPTION 2 OVER LAP SHEATHING APA RIM BOARD OPTION NOTE 1: 1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS S0.1 2x4 SYP#2 CATS AT 12' O.C. FASTENED TO TOF PLATE w/ 4-0.131x3' COMMON FASTEN CATS EACH END w/ 3-0.131x3" COMMON TOE NAILS SHEARWALI EXTERIOR WALL ALTERNATE A 2x4 SYP#2 HORIZ. BRACING 0 24" O.C. BETWEEN OUTER WALL - & FIRST INTERIOR TRUSS. NAIL EACH END w/ 3-0.131x3" NAILS (TYP) FLOOR TRUSS 2x4 SYP#2 DIAGONAL FASTEN EA. END w/ 3-10d COMMONS CEILING LINE WALL FRAMING INSTALL FLOOR TO FLOOR STRAPPING PER OPTION 1 OR 2 FLOOR TRUSS PARALLEL ROOF TRUSS. SYP#2 2x4 NAILER FASTENED TO TRUSS ROOF BOT. CHORD w/ 0.131x3" 0 3" O.C. FLOOR OR TRUSS. FASTENED TO SHEATHING w/ 8d 0 3" O.C. ROOF TRUSS. SHEATHING FASTENED TO MAX. TOP PLATE w/ 10d 0 3" O.C. VTo2x16" M SYP#2 CONT. ATTACH AX. TOP PLATE AND TRUSS w/ 0.131x3" 0 3" O.C. EDGE OF 2x MAY OVERHANG TOP PLATE. SHEARWALL SHEARWALL ALTERNATE B ALTERNATE C 2x6 SYP#2 BLOCKING BETWEEN 2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP FASTENED TO TOP PLATE w/ 10d 0 4" O.C. PLATE w/ 10d 0 3" O.0 JFBRCH SHEATHING, HEADER E SPECIFICATIONS LOW END ARCH PARALL HEADER & SUPPORT TO WALL PORCH POST, PER PLAN. I (2)MSTA24 PERPENDICULAR 1 STRAPS TO WALL 24" 16 GUAGE POST BASE: STRAP w/11- POST 24" 16 GLACE 4x4 POST:ABU44 10dx1Y2" EA. END BELOW STRAP w/11- 6x6 POST: ABU66 10dx1Y2' EA. END 1 PORCH. PORCH HEADER, SLAB SEE PLAN TS16 TRAPS MSTA24 �" ROD STRAPS EPDXIED 6" MIN PLAN VIEW< E PLAN VIEW OF ELEVATION VIEW OF PORCH HE R PORCH HEADER PORCH HEADER AT CORNER POST AT POST AT POST 1/2" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6" O.C. EDGE & FIELD OR (OR GREAII: ) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD X21 TYPICAL PORCH FRAMING DETAILS SEE DETAIL 5/SO.1 FOR DIAPHRAGM ATTACHMENT\ WHERE APPLICABLE 7A,;" OSB DIAPHRAGM FASTEN ROOF FLOOR DECK F F-1 10d 04 O.C. SHEARWALL SEGMENTED SHEARWALL FLOOR TO NAILER w/ (1) ROW 8d II TRUSS. ROOF STUDS TO FOUNDATION B -ENO STUDS TO FOUNDATION 11 /- - - SO TRUSS. SDWC 15600 ON DETAIL 3/SO.0 EE SCHEDULE ON DETAIL 3/SO.0 -------- 0 3" O.C. FASTEN TO TOP 1. PROVIDE 746" OSB SHEA 0 32" O.C. I I-1 I I 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS SCREWS 5-0.131x3" EA. STUD. F-1 TO ROOF OR FLOOR TRUSSES PER 5/SO.1 SHEARWALL- HEARWALL PLATE w/ (2) ROWS/ie TYPICAL S EARWALL ELEVATION 2X6 OSBALL SHEATHING I B ! v I ANGLE 7A,;" OSB DIAPHRAGM FASTEN ROOF FLOOR DECK 8037/6" SW 803"/6" 10d 04 O.C. SHEARWALL SEGMENTED SHEARWALL FLOOR TO NAILER w/ (1) ROW 8d SW 8d03/6: TRUSS. oB -ENO STUDS TO FOUNDATION B -ENO STUDS TO FOUNDATION SW 8d®3 - - SO 2x4 SPF#2 CONTINUOUS TEE SCHEDULE TEE ON DETAIL 3/SO.0 EE SCHEDULE ON DETAIL 3/SO.0 TRUSS. 0 3" O.C. FASTEN TO TOP 1. PROVIDE 746" OSB SHEA HING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. PROVIDE 2x BLOCKING AT NLL 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. 5-0.131x3" EA. STUD. 3. FASTEN ALL INTERIOR S TO ROOF OR FLOOR TRUSSES PER 5/SO.1 4. INSTALL INTERIOR FOOTI PLATE w/ (2) ROWS/ie TYPICAL S EARWALL ELEVATION 2X6 CONTINUOUS LATERAL BRACING, SEE " OSB ANGLE SON H3 w/ 10-8d COMMON TRDUSS WEBS WIT BRACE C'N FROM RAFTER TO LEDGER THESE STRAPS OF 8d 0 3" O.C. LOCATION. IF MORE THAN (1) LATERAL ta LEDGER TO ROOF MEMBER. MAY BE OMITTED2X4 's BLOCKING WHEN OVERFRAME REQUIRED FOR BRACE w/3 -0.131x3" LENGTH LENGTHS > 8'-0". TO BOTH H3 ABOVERAFTER LESS THAN 4'-0" FASTEN w/10d COMMONS 2x4 SPF IDE MTS12 OR CS16 DIRECTLY PANEL 0 6" ON -CENTER FLOOR COMMON. ' AND ROOF MEMBER. SYP#2 2x4 NAILER FASTENED I ALL AROUND FRAMING TO TRUSS BOT. CHORD w/ j FASTEN CATS EACH END w/ 1; 2x4 SYP#2 CATS AT 12" (2) ROWS 0.131x3" 0 3" O.C. 3-0.131x3" NAILS 0 6" O.C. j; O.C. FASTENED TO TOP II INTERIOR 4-0.131x3" SW -2 SHEARWALL SHEARWALL OR 'I COMMONPLATE / 5-16d NAILS EXTERIOR WALL ALTERNATE D ALTERNATE (TYPICAL) E ALTERNATE F SHEARWALL ATTACHMENT AT ROOF 8 FLOOR S0.1 WALL STUDS AT 16" O.C. 8d COMMON NAILS AT 3" O.C.(TYP) _ WALL STUDS AT 16" O.C. ROOF SHEATHING ROOF TRUSS-/ t ROOF TRUSS- SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER jt_�_L 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-'/4"Ox6" SDS SCREWS 776-1250 2x8 w/ 8-0.131x3" 2346-3125 2x12 w/ 8-'/a"0x6" SDS SCREWS 1251-1540 2x10 w/ 10-0.131x3" 1540-1850 2x12 w/ 12-0.131x3" LEDGER 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. wHEN B LEDGT CONNECTION TRUSS TOGER CONNECTION BY TRUSS ENGINEER. NOT SHOWN FOR CLARITY 2x4 SPF#2-J-- BLOCKING ROOF MEMBER 101 1. AT ROOF TRUSS, CONTRACTOR MAY CHOOSE A,B,C,D, OR G. 2. USE ALTERNATE A. AT EXTERIOR WALLS ENDING BETWEEN ROOF TRL SSES. 3. USE ALTERNATE E & F FOR FLOOR -- +�---------- II II LSOA % PROVIDE SDLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. FULL HEIGHT ANCHOR INSTALLATION SW 8037/6" SW 803"/6" PERFORATED SHEARWALL SEGMENTED SHEARWALL - UP TO LOWER STUDS (A) - UPPER TO LOWER STUDS SW 8d03/6: (2) CS18 STRAPS SW 8d03/6: (2) CS18 STRAPS oB -ENO STUDS TO FOUNDATION B -ENO STUDS TO FOUNDATION SW 8d®3 6: HTT5 OR HDU5 W 8d®3/6: HTT5 OR HDU5 - SO PLATE ANCHORS C - SOLE PLATE ANCHORS TEE SCHEDULE TEE ON DETAIL 3/SO.0 EE SCHEDULE ON DETAIL 3/SO.0 SHEARWALL NOTES 4" 4„ 1. PROVIDE 746" OSB SHEA HING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. PROVIDE 2x BLOCKING AT NLL 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. 5-0.131x3" EA. STUD. 3. FASTEN ALL INTERIOR S TO ROOF OR FLOOR TRUSSES PER 5/SO.1 4. INSTALL INTERIOR FOOTI G BELOW SHEARWALL PER DETAILS ON S1.0 TYPICAL S EARWALL ELEVATION LSOA % PROVIDE SDLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. 4-12d TO NAILS (TYD.) L2x4 SYP#2 OUTLOOKERS 0 24" O.C. H3 OR H2.5T HURRICANE CLIP 0 EA. OUTLOOKER TO TRUSS. a �PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. 2x4x6' SYP#2 LATERAL BRACE EA. 8-10d J X -BRACE w/ 2-16d INTO BOTTOM COMMONS CHORD OF EA. TRUSS. DECK LEDGER AT OVERFRAME RAFTERS 10 GABLE END BRACING USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. S0.1 NO ES: 1. SPACE GABLE END BRACING @ 4'-6" MAX. 2. ALL MATERIAL TO BE SYP#2 D NA I- FULL HEIGHT WASHER r r PLAN © 1XI 0 V v ANCHORING SPECIFICATIONS DOUBLE FULL HT. UPLIFTPSOOLE TE -_ FULL HT. TOP PLATE. ANCHOR CONNECTOR ANCHOR DOUBLE TOP PLATE SEE PLAN WALL STUD OA OR POST. FULL HEIGHT THREADED ROD SEE PLAN ELEVATION STEEL COUPLER XO O (OPTIONAL, LOCATE © FULL HT. AS NEEDED) ANCHOR 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 ROOF 2x4 BLOCKING. FASTEN C OD TRUSS EACH END w/3 -10d ROD 0 WOOD PLATE HOLE CONCRETE HOLE 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS EMBEDMENT DEPTH EDGE DISTANCE 3/8 FASTEN TO ROOF FRAMING BELOW '/2„o 2x2x'/e„ 4" 4„ w/ 4-12d NAILS AT EACH RAFTER. 5/8 6-10d 3/4 "0 3x3x'/4" 7.5" 12" COMMONS 5-0.131x3" EA. STUD. OVERFRAME RAFTERS, SEE PLAN. PARALLEL TRUSS DE OF WEBS FRONT SI6 MONO STEM MONO STEM ADJ. TO ROOF CONNECTION 2X6 CONTINUOUS LATERAL BRACING, SEE WALL SHEATHING AND STUD FRAMING. ANGLE SON H3 w/ 10-8d COMMON TRUSS SHOP DRAWING FOR QTY. AND BRACE C'N FROM RAFTER TO LEDGER THESE STRAPS LOCATION. IF MORE THAN (1) LATERAL LEDGER TO ROOF MEMBER. MAY BE OMITTED2X4 T -BRACE. ONLY BRACE IS NEEDED, OVERLAP BRACE WHEN OVERFRAME REQUIRED FOR BRACE LENGTH LENGTHS > 8'-0". TO BOTH H3 ABOVERAFTER LESS THAN 4'-0" FASTEN w/10d COMMONS IDE MTS12 OR CS16 DIRECTLY 0 6" ON -CENTER BETWEEN OVERFRAMING RAFTER AND ROOF MEMBER. 4-12d TO NAILS (TYD.) L2x4 SYP#2 OUTLOOKERS 0 24" O.C. H3 OR H2.5T HURRICANE CLIP 0 EA. OUTLOOKER TO TRUSS. a �PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. 2x4x6' SYP#2 LATERAL BRACE EA. 8-10d J X -BRACE w/ 2-16d INTO BOTTOM COMMONS CHORD OF EA. TRUSS. DECK LEDGER AT OVERFRAME RAFTERS 10 GABLE END BRACING USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. S0.1 NO ES: 1. SPACE GABLE END BRACING @ 4'-6" MAX. 2. ALL MATERIAL TO BE SYP#2 D NA I- FULL HEIGHT WASHER r r PLAN © 1XI 0 V v ANCHORING SPECIFICATIONS DOUBLE FULL HT. UPLIFTPSOOLE TE -_ FULL HT. TOP PLATE. ANCHOR CONNECTOR ANCHOR DOUBLE TOP PLATE SEE PLAN WALL STUD OA OR POST. FULL HEIGHT THREADED ROD SEE PLAN ELEVATION STEEL COUPLER XO O (OPTIONAL, LOCATE © FULL HT. AS NEEDED) ANCHOR AT SILL PLATE AT TOP PLATE FLOOR FRAMING FULL HEIGHT THREADED ROD FOUNDATION, SEE PLAN PER PLAN. EMBEDMENT DEPTH O FULL HEIGHT ANCHOR WALL SECTION THREADED ROD INSTALLATION CHART 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 %"o 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 )6" 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 TO 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 WRENCH (APPRO)OMATELY 30 FT. -LBS. OF TORQUE). 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. EPDX( ANCHORING: ALL THREADED RODS SHALL BE DRILI I D & EPDXY ANCHORED. SEE INSTALLATION CHAFI FOR EMBEDMENT AND EDGE DISTANCE REQUIREMENTS FU�.L HEIGHT ROD TEN HD R TIGHT PLATE ON TITEN HD ROD COUPLER UDS - THD37634RC (%"x63/4" 3/8' FULL HEIGHT ROD ALTERNATE 13 ATTACHMENT S0.1 _ WALL SHEATHING UP GABLE END TRUSS. 2X4 #2 SYP BLOCK 0 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 CSD 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 OVER TOP PLATE FASTEN w/18 -10d (2)MSTA24 STRAPS FOLD OVER TOP PLATE FASTEN w/18 -10d 6" FULL HEIGHT ANCHOR INSTALLATION CHART THREADED A C OD E F ROD 0 WOOD PLATE HOLE CONCRETE HOLE WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE 3/8 '/2"0 '/2„o 2x2x'/e„ 4" 4„ 2„ 3" 5/8 1 3/" 4 3/4 "0 3x3x'/4" 7.5" 12" 1 2Y2" 3" 5-0.131x3" EA. STUD. Christoph PARALLEL TRUSS DE OF WEBS FRONT SI6 MONO STEM MONO STEM FULL HEIGHT ANCHOR WALL SECTION THREADED ROD INSTALLATION CHART 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 %"o 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 )6" 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 TO 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 WRENCH (APPRO)OMATELY 30 FT. -LBS. OF TORQUE). 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. EPDX( ANCHORING: ALL THREADED RODS SHALL BE DRILI I D & EPDXY ANCHORED. SEE INSTALLATION CHAFI FOR EMBEDMENT AND EDGE DISTANCE REQUIREMENTS FU�.L HEIGHT ROD TEN HD R TIGHT PLATE ON TITEN HD ROD COUPLER UDS - THD37634RC (%"x63/4" 3/8' FULL HEIGHT ROD ALTERNATE 13 ATTACHMENT S0.1 _ WALL SHEATHING UP GABLE END TRUSS. 2X4 #2 SYP BLOCK 0 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 CSD 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 OVER TOP PLATE FASTEN w/18 -10d (2)MSTA24 STRAPS FOLD OVER TOP PLATE FASTEN w/18 -10d 6" LSTA12 FOLDED OVER TOP DBL. TOP MAXNOTCH HEADER PLATE 4 BELOW TOP PLATE ° PORCH 8 -GUN NAILS °i HEADER, FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) SEE PLAN. FULL HEIGHT I ANCHOR OR DTT2Z TO HOLD DOWN AT MIN. (2)2x4 WOOD BASE OF POST BELOW. & (1) ADJ. OPTION A TO PORCH HEADER. WALL SHEATHI G 8d COMMON WIRE NAILS TO BLOCKING 0 3" O.C. 2x4 BLOCKING BETWEEN EA.� TRUSS. ATTACH AT EACH WALL � STUD w/ 3-16 NAILS AT EA. FRAMING INTERSECTION. (MIN. OF 6-16d BETWEEN EACH TRUSS) 8 -GUN ° NAILS FULL HEIGHT ANCHOR OR DT= HOLD DOWN AT MIN. (2)2x4 WOOD BASE OF POST BELOW. & (1) ADJ. OPTION B TO PORCH HEADER. /31TYPICAL PORCH BEAM CONNECTION IF TRUSS REACTION EXCEEDS 23001bs PROVIDE CRIPPLE STUDS DIRECTLY BENEATH TRUSS 2-SIMPSON H2.5T., I I STRAP KING POST TO POST BELOW WITH 2-CS16 STRAPS WHEN FULL HEIGHT ANCHORS ARE NOT USED STRAP KING POST TO POST BELOW WITH 2-CS16 STRAPS WHEN FULL HEIGHT ANCHORS ARE NOT USED HEADER DOWN CONNECTION LSTA12 FOLDED OVER TOP DOUBLE TOP PLATE CONTINUOUS OVER 6" HEADER PLATE w/5 -10d NAILS INTO TOP PLATE & 5-10d NAILS INTO BEAM. SPACE MAX 0 48" O.C. OMIT IF WALL SEE PLAN SHEATHING IS INSTALLED 11 ON FACE OF BEAM 8 -GUN ° NAILS FULL HEIGHT ANCHOR OR DT= HOLD DOWN AT MIN. (2)2x4 WOOD BASE OF POST BELOW. & (1) ADJ. OPTION B TO PORCH HEADER. /31TYPICAL PORCH BEAM CONNECTION IF TRUSS REACTION EXCEEDS 23001bs PROVIDE CRIPPLE STUDS DIRECTLY BENEATH TRUSS 2-SIMPSON H2.5T., I I STRAP KING POST TO POST BELOW WITH 2-CS16 STRAPS WHEN FULL HEIGHT ANCHORS ARE NOT USED STRAP KING POST TO POST BELOW WITH 2-CS16 STRAPS WHEN FULL HEIGHT ANCHORS ARE NOT USED HEADER DOWN CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A H2.5T 0 32" O.C. TOP & BOT B SEE PLAN C (1)MSTA24 STRAPS D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) HEADER TIE DOWN THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN AAI 11 TIP[ F RRA(.Fn TRI ISSFS AS INnIC:ATFn IN TRI ISS SPF(:IFICATIC)NS 1>1 PERMANENT TRUSS BRACING MINIMUM 2 PLY MINIMUM STUD 2 PLY STUD AT 2ND STORY STUDS PROVIDE -11 1 CS18 STRAPS AT BASE OF STUDS (FLOOR TO FLOOR) SIMPSON DTT2Z w/8- Y4"x1Y2"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 SCALE: 3/4" = V-0" SIMPSON HTT5 OR HDU5. FASTEN 26-10d COMONS HTT5 or HDU5 MIN 2 PLY STUD IN LIEU OF 2 STUDS ITS ACCEPTABLE TO SISTER A 'LY 36"LONG STUD FASTEN w/12- -r j 0.131x3" GUN j NAILS I I SIMPSON DTT2Z I w/8- Y4'x1Y2" 1 SDS SCREWS j I I Y2" THREADED ROD I EADED 11 EPDXIED 4" MIN OR I OXIED I o Y2x6" TITEN HD I DTT2Z STUD WALL FRAMING w/ 2x SOLID BLOCKING AT SHEATHING EDGE - I WALL SHEATHING STUD WALL FRAMING UPLIFT CONNECTOR (1)DIAGONAL BRACE PER AT SHEATHING EDGE LS18 0 32" O.C. 8d COMMON WIRE NAILS /� I* SEE PLAN (4) TRUSSES APPLIED D FULL HGT THREADED ROD SEE PLAN I OR HTT4 HOLD DOWN AT BASE (U.O.N) TO BACKSIDE OF WEB. OR JOIST II / I FOR PERPENDICULAI L ` TRUSS CONNECTION SEE DETAIL B ABO\ �' �p'••. CONTINUOUS 2x6 SYP#2 BRACING APPLIED TO LEDGER FASTEN WITH 5-0.131x3" EA. STUD. Christoph PARALLEL TRUSS DE OF WEBS FRONT SI6 DETAIL A DANDWALL ADJ. TO ROOF CONNECTION SEE CONSTRUCTION SPECIFICATIONS FOR ROOF CONTINUOUS LATERAL BRACING, SEE WALL SHEATHING AND STUD FRAMING. TRUSS SHOP DRAWING FOR QTY. AND LOCATION. IF MORE THAN (1) LATERAL BRACE IS NEEDED, OVERLAP BRACE AS SHOWN. i 1>1 PERMANENT TRUSS BRACING MINIMUM 2 PLY MINIMUM STUD 2 PLY STUD AT 2ND STORY STUDS PROVIDE -11 1 CS18 STRAPS AT BASE OF STUDS (FLOOR TO FLOOR) SIMPSON DTT2Z w/8- Y4"x1Y2"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 SCALE: 3/4" = V-0" SIMPSON HTT5 OR HDU5. FASTEN 26-10d COMONS HTT5 or HDU5 MIN 2 PLY STUD IN LIEU OF 2 STUDS ITS ACCEPTABLE TO SISTER A 'LY 36"LONG STUD FASTEN w/12- -r j 0.131x3" GUN j NAILS I I SIMPSON DTT2Z I w/8- Y4'x1Y2" 1 SDS SCREWS j I I Y2" THREADED ROD I EADED 11 EPDXIED 4" MIN OR I OXIED I o Y2x6" TITEN HD I DTT2Z STUD WALL FRAMING w/ 2x SOLID BLOCKING AT SHEATHING EDGE - I WALL SHEATHING H FADER UP CONNECTION STUD WALL FRAMING UPLIFT CONNECTOR 'I w/ 2x SOLID BLOCKING Osceola Avenue AT SHEATHING EDGE LS18 0 32" O.C. 8d COMMON WIRE NAILS /� I* SEE PLAN TO BLOCKING 0 3" O.C. (1)CS16 STRAPS D FULL HGT THREADED ROD SEE PLAN I OR HTT4 HOLD DOWN AT BASE (U.O.N) \ 1 ROOF TRUSS I� / OR JOIST II / I FOR PERPENDICULAI L ` TRUSS CONNECTION SEE DETAIL B ABO\ �' �p'••. CONTINUOUS 2x6 SYP#2 LEDGER FASTEN WITH 5-0.131x3" EA. STUD. Christoph PARALLEL TRUSS FL DETAIL A DANDWALL ADJ. TO ROOF CONNECTION SEE CONSTRUCTION SPECIFICATIONS FOR ROOF WALL SHEATHING AND STUD FRAMING. H FADER UP CONNECTION CONNECTION UPLIFT CONNECTOR CALL OUT Osceola Avenue A LS18 0 32" O.C. B SEE PLAN C (1)CS16 STRAPS D FULL HGT THREADED ROD SEE PLAN d OR HTT4 HOLD DOWN AT BASE (U.O.N) SINGLE BRACING NOTES AND SPECIFICATIONS TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXEPT FOR T -BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4 SPF#2 OR BETTER. (UON) 2.)BRACING LUMBER SHALL INTERSECT I°I THE WEB OF THE BRACED TRUSS, PER I,I DELEGATED TRUSS ENGINEER. II I I 3.)PERMANENT PERMANENT BRACING I°I WHERE NOTED ON TRUSS MFR. SHOP I,I DRAWINGS. THE CONTRACTOR SHALL II PROVIDE 1x4 SYP#3 OR BETTER T -BRACE FASTENED TO I°I BOTTOM CHORD BRACING WEB w/ 1 d 0 6"O. C. PERPENDICULAR TO TRUSS BOTTOM T -BRACE TO BE THE II CHORDS AND ATTACHED TO EACH SAME SIZE, SPECIES, I°I TRUS WITH 2-8d COMMON NAILS. AT AND GRADE AS WEB II GABLE END WALLS PROVIDE DIAGONALS TO E BRACED. I°I AT END WALLS PROVIDE DIAGONALS I (APPROXIMATELY 45%) TO THE I°I ADJACENT EXTERIOR PERPENDICULAR I I WALL BETWEEN EACH LINE OF BRACING TO FORM A ZIGZAG PATTERN ALL CONSTRUCTED OF THE SAME BRACING C0 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. MIN 2 PLY STUD IN LIEU OF 2 STUDS ITS ACCEPTABLE GIRDER TRUSS TO SISTER A I OR BEAM 36" LONG STUD FASTEN w/12 - 0.131x3" GUN NAILS (2) TS12 OFFICE COP GIRDER TRUSS OR BEAM (2)MTS12 SIMPSON FULL HEIGHT LTT20B THREADED OD (2 )H2.5T (2)H2.5T WITHIN 6" OF MINIMUM GIRDER (SEE PLAN) 2 PLY AT 2ND STORY STUD STUDS PROVIDE Y2" THREADED ROD 2 CS18 STRAPS L4- EPDXIED 4" MIN OR AT BASE OF STUDS )zxC' TITEN HD (FLOOR TO FLOOR) LTT20B HOLD DOWN ATTACHMENT DETAIL MINIMUM 2 PLY HOLD DOWN SEE PLA STUD3/" ROD = DTT2Z 5i%" ROD = HTT5 BUILT-UP POST, BUILT-UP POST, SEE PLAN. SEE PLAN. OPTION 1 OPTION 2 FULL HEIGHT TR CONVENTIONAL nOTEDVMMiEN 1GIRDER / BEAM STRAPPING S .1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PL -N Lou ontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA #8344 SC: CA# 3579 11.1 •• d 0.71 �.*N L Al F e �' �p'••. L pR1�. •��,,'' .� Woof 1911100 Christoph r J Sab0UriIn l'F. FL PE#71461 REVI IONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO ASSOCIATES PRIOR TO MAKING 14 NY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL IN TRU TION DOCUMENTS. ANY FIELD ALTER ATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO E ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. T z U L9 un (n W W V / Q W-� U W = z [.. Q O Z n Q Q� W tttJ Q tt I OW Z L O O tttJ U T PICAL FRAMING D ETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS ��UNCL AR REFER TO THE ACHITEC URAL DRAWINGS OR CO ACT THE E.O.R. 7ANAST.,IA N NAME - SHINGLE DESIGN/DRAWN/CHECKED CS KM /LAP DA FE 01.16.18 SCALE S NOTED LPA No. TOLL -18-00010 CONTROL No. 3750 SHEET 00.1 SHE T 2 OF 7 OVERLAP SIDEWALL ALWAYS PLACE HEADER AT TOP OF ROUGH OPENING (2)20ga STRAPS _ . . . . . . . . . HEADER TO JACK HTT5 w/ ROOF SHEATHING PER �" THREADED ROD CONSTRUCTION SPEC's EPDXIED 12" o 10d C MMONS 1/2"x10" S.S LAG BOLT [EXTEND HEADER TO 0 6"oc- FAR SIDE OF WALL 2 2 2x6 SPF#2 RAFTERS 6x6 POST AS SHOWN. SPLICE 2x6 x 4'-6" P.T. YP NO.2 ® 24"o.c 6 6 6 EXPOSED RAFTER TAIL TO EACH ROOF l 4'-0"x4'-0" PIECE OF WALL TRUSS 0 24" O.C. 2x6 S P#2 LEDGER SDWC15600 SHEATING INSTALL AT UPPER w/2 -1/4"x6" SDS CORNER 1" BELOW GARAGE HEADER SCREWS @ 16 O.0 o JACK STUD (2)2x6 2x4 P.T. SYP N >.2 JACK STUD JACKS ON EXTERIOR STUD (TRIMED AS DETAIL A BLOCKING/CLOS RE FASTEN AT DOOR AT DOOR AND (1) LLI SHOWN) 2� w/ 3-10d TOE AILS. RIP KING. ��• DOWN TO REQUIRED DEPTH PRE—ENGINEERED �' WOOD BEAM PER PLAN FASTEN SHEATING TO HEADER w/ 8d COMMON Q$ GALV. BOX NAILS WOOD ROOF TRUSSES. �� IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING 6x6 P ST SEE PLAN 1od NAILS (2)SDWC15600 Ya"x3Yz' (STUDS, BLOCKING & SILLS) TYP. CSD 4" O.C. \< PLAN VIEW TAPCON PLAN VIEW SIMPSON LTT20B STAGGERED 4x4 HORIZONTAL LEG SCREW RECESSED IN SLAB A —10d TOENAILS 3 " w/Y2" THREADED DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS ACH SIDE % x8" LAG SCREW ROD EPDXIED 4" RECESSED 6x6 POST WITH ABU66 UPLIFT 4x4 DIAGONAL s CONNECTOR CONC. CONC. THREADED ROD EPDXIED 12" MIN. 3/s"x8" LAG SCREWA� LA SLAB DOUBLE RECESSED TOP PLATE ELEVATION VIEW ELEVATION VIEW 4x4 VERTICAL ALL EXPOSED METAL OPTION A OPTION B CONNECTORS AND FASTENERS SHALL BE STAINLESS STEEL SIE,, 1 GARAGE WING WALL FRAMING LESS THAN 12" 2 RAFTER TAIL DETIAL 3 SHED ROOF -BRACKET DETAIL MEN 4 FRONT ENTRY JAMB FASTENING IOTED S0.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0. S0.2 SCALE: 3/4" = 1'-0" OTED S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN 1 v OFFICE CORY Lou�ontigo and Associates, Inc. 420 Osceola Avenue fax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 344 SC: CA# 3579 M ,+n1`ly- '�►�?"E R J, � No. S T�gTE p r" �.r'•.X�RID �� N Christopher I Sabo-urin PE FL I'E#71'461 REVISIONS DATE I FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO E, 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 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. ------------- I Z U� Q� 'W w c1� p W —I U w Z O Z n Q � w pp -� v) F-- :D J Q J 0 00w Z m 00 J U MISC FRAMING D TAILS L ALE DIMENSIONS FROM DRAWINGS. IF A DIMENSION IS AR REFER TO THE URAL DRAWINGS OR TACT THE E.O.R. 7ANAST,SIA LAN NAME I — SHINGLE DESIGN/ RAWN/CHECKED CS KM /LAP DATE D1. 16.18 SCA LE S NOTED LPA No. TOLL -18-00010 CONTROL No. 3750 SHEET S10.2 SHEET 3 OF 7 Fla •f • -I 3'-6„ 3,-0„ 84,-0„ T I I' 1 _ S1.01 12"x12" CMU PILASTER BUI T INTEGRALLY w/ ST MWALL w/ (2) #5 VE TICAL T/PILASTER = F.F.E. (2 PLACES) 3'-6" 1 3'-0" FOOTING SCHEDULE AND NOTES 1'-0" TYPE LENGTH WIDTH DEPTH BOTTOM BARS F2.0 .. ,v DESIGNATES SLAB RECESS 2'-0" 77.,.717,777, ..'�z- 3-#5 EA. WAY BOT. F2.5 2'-6" 2'-6" 1'-0" 3-#5 EA. WAY BOT. F3.0 3'-0" I 3'-O" I 3-#5 EA. WAY BOT. F3.5 3'-6" 3'-6" 1'-0" 4-#5 EA. WAY BOT. F4.0 N 4'-0" 1'-0" 1 I4, WAY BOT. F4.5 4'-6" 4'- �," 1'-0" 4-#5 EA. WAY BOT. 8„ 10 4„ 6' 0" II - I I � I 4 Ii 10B S1201 I S1.01 S1601 I I I S1.01 O I _ _SAWCUT co 00I -- - ----- -- I N -- QC) /--�' L_I _ I I STAIRS BY 7 6 IX - BUILDER / S1.01 S1.01 I I 3 - I I S1.01 I N N _ I S1401 I I---- - - ----- --�= _ 6 S1.01 I S1301 MONO FOOTING TO I I o C° \ \ \ STEM WALL DOWELS w/ 2-#5x30" EPDXIED 6" MIN. PROVIDE 2-#4x4'-0" CORNER CRA.K BARS S1101 � I Ln I AT SLAB MID -DEPTH. 1 -6 \ I 17'-0"11'_6» 01S1.01..: 7 4 o 4" CONCRETE SLAB w/ �- I FIBERMESH @1.5 LBS/CU.YD. L � OF CONCRETE OR 6x6 W1.4xW1.4 /WF ON 6MIL VAPOR BARRIER PAVERS 6 - I IN PREPARED GRADE. 51.01 Ln BY v/7 r8 r OTHERS N 51.01 S1-012' 8 I I \7 RS 51.01 I BULIDERBY I PROVIDE SAW CUTS PER STAIRS BY I I' 5/S1.01, BUILDER TO �I -\ 00 _ I BUILDER I ( PAVERS o m COORDINATE WITH FINISH I 00 I BY OTHERS FLOOR MATERIAL. ( \ SLIDING GLASS DOOR FRAMES MUST BE RECESSED! oI -"--"- - II g I SEE ARCHITECTURAL PLANS I _J _ 6 j S1.01 FOR LOCATON OF SLIDING 51.01 1 0 I °O GLASS DOORS. I 51.01 LD I I I I o I MONO FOOTING TO I I MONO FOOTING TO J j I STEMWALL w/ 2-#5x30" I STEM WALL w/ 2-#5x30" / - DOWELS EPDXIED 6" MIN. ^� I DOWELS EPDXIED 6" MIN/ / I 12"x12" CMU PILASTER BUI T INTEGRALLY w/ ST MWALL w/ (2) #5 VE TICAL T/PILASTER = F.F.E. (2 PLACES) 3'-6" 1 3'-0" FOOTING SCHEDULE AND NOTES 1'-0" TYPE LENGTH WIDTH DEPTH BOTTOM BARS F2.0 2'-0" DESIGNATES SLAB RECESS 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'-O" 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'- �," 1'-0" 4-#5 EA. WAY BOT. 1. THIS FOUNDATION PLAN ON Y CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. FOR GENERAL FEATU-,:-S, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. _AN. 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. 9 1 51.01 S .01 13'-8" 36'-8" 14'- 8" FOUNDATION PLAN SCALE: 1/4" = 1'-0" 6 5'- 4" 3'-6" 1 7'-0" 1 3'-6" 1 S1.o1 11'-4" 3'-4" 4'-0" 5YMBULS LEGEND - - - - - DESIGNATES FOOTING LINE Inc. DESIGNATES SAWCUT LINE Osceola Avenue INTERIOR LOAD BEARING WALL 74 DESIGNATES SLAB RECESS 08 Fax. 241-9557 12"x12" CMU PILASTER BUILT _INTEGRALLY wl STEMWALL w/ (2) #5 ERTICAL T/PILASTER 1= F.F.E. OFFICE COP) Lou onti,;o and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0 08 Fax. 241-9557 FL: CA # 344 SC: CA# 3579 .""�N 0hMi Nv0 � r II i SITATE Christopher J Sal)OLirin PE FL. PE#71461 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO ANY PRIOR TO MAKING PINY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE I TENT OF THE ORIGINAL CONSTRU TION DOCUMENTS. ANY FIELD ALTER ATIONS MADE PRIOR TO BEING APPR VED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIO qAL ENGINEERING OR IN PECTION FEES. Z U� vJ ' ' I L>U W N W-� U LLj 7 Z Q O,Z a. �I W Lf) :DJ oio Z 00 l U FOUNDATION PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PN NAME ANAST SIA - SHINGLE DESIGN/DRAWN/CHECKED CS KM / LAP DATE 01. 16.18 SCALE S NOTED EPA No. TO L-18-00010 C NTROL No. 3750 SHEET 1.0 SHEET 4 OF 7 TYPICAL WALL FRAMING AND TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING ANCHORAGE PER PER CONSTRUCTION SPECS. AND ANCHORAGE PER CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PROVIDE CONSTRUCTION SPECS. TCORNER BARS (TYPICAL) AT WALLS GREATER THEN 12" HOOK INTO SLAB. 1-#5 CONT., PROVIDE SOLE PLATE ANCHOR 8" CMU OPEN BOTTOM LINTEL SEE 3/ S0.0 4'-0" HIGH, NOTIFY E.O.R. MONO SLAB FOOTING AT PORCHES, 1„ CORNER BARS (TYP.) SEE 7B/S1.01 BLOCK w/ 1-#5 CONTINUOUS FOR TEMPORARY BRACING WHEN SPECIFIED ON PLAN. 52 LAYOUT PLAN AND SEE ARCH PLAN PERMANENT LATERAL ' SUPPORT DETAIL. _ _ SLAB ON GRADE, f �' SLAB ON 4 p SEE PLAN. • iia Q---_ GRADE, SEE PLAN. GRADE OR CONC.�T\� /\�\ \ - ---- SLAB, SEE PLAN.\�'� \\'� \� \ \ IF7�\ #4 DOWEL TO MATCH VERT. 1 I i-' / / / I 8 CMU STEM WALL / P N SLOPES TO DRAIN SEE ARCH SLAB ON » STEMWALL SCHEDULE CMU REINFORCING COURSES -1 TO 6 #4 VERT. @ 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. b 11i STEMWALL REINFORCING (SEE ____ �/ �'� #4 VERTICAL DOWELS @ 24 O.C. :� `' ! , ; '�\/\ PLAN. MAINTAIN 4 MIN. SLAB THICKNESS. GRADE- 4 _ / 90° BEND INTO FTG. \\ SCHEDULE) w/ 6" HOOK INTO z I I 1 \ SEE PLAN /�� , a d FOOTING. LAP VERT REINFORCING 00 \\ �\ 25" IF STEMWALL IS GREATER / \� THAN (3) COURSES. \\777,77, \\ r` CONTINUOUS CONCRETE CONT. CONCRETE FOOTING \�� • \,,/ STEMWALL, SEE 1 S1.01 FOOTING 8"d x 16"w 1 -STORY, w/(2)#5 CONT. ' Q 3" CLEAR 10"d x 20"w _� 2 -STORY, w/(3)#4 OR (2)#5 CONT. J 10 x20 U w/ 2-#5 CONT. 1 STEMWALL FOOTING 2 FOOTING / SHOWER RECESS 3 GARAGE STEM WALL S1.01 SCALE: 3/4" = 1'-O" S1.01 (IF REQUIRED) S1.01 (IF REQUIRED) TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PROVIDE CORNER BARS (TYPICAL) 12" HOOK INTO SLAB. STEP, SEE ARCH. (4" MAX.) I EQUAL TO SLAB THICKNESS. SLAB ON GRADE,T 7B @ SLAB RECESS SEE PLAN. - WALL FRAMING BRICK VENEER IS ACCEPTABLE WITHOUT INCREASE OF FOOTING SLAB ON GRADE, WALL FRAMING SIZE. 8" CMU STEM WALL W 1" DEEP SAWCUT w/ SEE PLAN #4 VERTICAL DOWELS @ 24" O.C. b SLAB ON ELASTOMERIC SEALANT j ARCH. PLAN SLAB ON 90° BEND INTO FTG. GRAD 4 ---. �` G SEE PLAN ---- °._.-�-. SLAB ON = 4.. GRADE, /,: _ GRADE, -_-4 00 o NOTES: �' /� vas o ., I j f SEE PLAN. V 1 / / 1) PROVIDE SAWCUTS T CREATE �� ! CO / \,,�� •� ��j' CONTINUOUS CONCRETE ' • APPROXIMATE 12' X 2' MAX. SQ. / '/ \\\ FOOTING 2) SAWCUT CONC. SLAB WITHIN 4 TO 12 HOURS OF CONC. PLACEMENT. OPTIONAL g"x16" 3 3" CLEAR Q 2" FLAIR 1 -STORY, w/(2)#5 CONT. 10"x20" J 8"x2o" 2—STORY, w/(2)#5 CONT. 8"x16" 1—STORY, w/(2)#5 CONT. v 8"x20" 2—STORY, w/(2)#5 CONT. w/ 2—#5 CONT. 4 STEMWALL AT GARAGE 5 SAW CUT[DETAIL 6 BEARING AT INTERIOR 7 MONO. FOOTING AT STEP-DOWN S1.01 SCALE: 3/4" = 1'-0"S1.01 S1.01 S1.01 TYPICAL WALL FRAMING AND ANCHORAGE PER MATCH DOOR 3/4" RECESS CONSTRUCTION SPECS. PAVER BY WITH, SEE ARCH. BOND BEAM w/1-# OTHERS SLAB ON �a GRADE, SLAB ON x ✓\,T PAVING BY a SEE PLAN. Q\\/ 8 MASONRY GRADEBUILDER , / STEM WALL w/ 12"x12" 1#5 CONT. d SEE PLAN. <,a E. J. DETAIL 108 J 1 GRADE OR CONC.\\ 01-#4 @ 48" O.C. x 4 MATERIAL z a 1 SLAB, SEE PLAN./ �\ j� j SLAB ON 4-GRADE, N \\� • .. \�\y ALT. FOOTING AT \ ! \\/\\ • .' \\� r SEE PLAN. BUILDERS DISCRETION. -- #3 @ 48" O.C. OR THICKENED EDGE 8 \ x8 [DETAIL 10A ROD CHAIRS (TYP.) \ \ w/ 1—#5 CONT. w/(2)#5 CONT. 12" THICK x 20" WIDE w/ (2)#5 CONT. 8 MONOLITHIC EDGE FOOTING 9 PORCH STEM WALL 10 THICKENED SLAB S1.01 S1.01 �_o OFFICE COPI'll C h r i s t o p h r I Sabourin PF. FL PE#71461 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. PAN NAME ANAST�SIA — SHINGLE DCSIGNI RAWN/CHECKED CS Y KM /LAP DATE 01.16.18 SCALE S NOTED LPA No. TO L-18-00010 CONTROL No. 3750 SHEET 1.01 SHE T 5 OF 7 00 w i CO (A N N 40 I X N I r1D +61 BEAM TOSTUDS W/ (2)MSTA24 OR (2)HTS16 6x6 P.T. SYP#2 POST w/ABU66. SEE DETAIL 2/SO.1. (TYPICAL) (2)2x6-1 /1 FASTEN TOP OF W/,LL = PER DETAIL 5/S0.1. LTT20B 0 - - STRAP HEADERBASE OF PER 8/SO.0 KING STUDS TOP PLATE TO STUDS: ( )2x6-1 /1 SDWC15600 @ 48" O.C. SOLE PLATE @ 32" O.C. 2x4 SPF#2 STUDS 12" O. C. I OSB WALL SHEATHING. I (2)2x(3-1/1 (2 2x6-1/1 - SHEATHCC PERPENDICI • 0 1 1 TOP PLATE TO STUDS: SDWCII600 @ 48" O.C. 1! I N X N N (2)PLY 14" LVL SEE 3/SO.1 FOR BEAM CONN. (TYPICAL) �2x8 1�\_WALL _2x8 WALL f H (2)2x6-1 /1 BEAM TO STUDS w/ (2)MSTA24 SIL•` FIRST FLOOR FRAMI G PLAN SCALE: 1/4 = 1'-0" (2)2x8-1 /1 SHEATH ICONT. THRU PERPENDICULAR WALL OSB WALL SHEATHING. (2)2x6 HB SPF#2 POST. I I I I � I M I 3 I N I I I j FASTEN TOP OF WALL �i PER DETAIL 5/SO.1. 2x4 SPF#2 STUDS Q 12" O.C. TOP PLATE TO STUDS: SDWC15600 ® 48" O.C. (2)2x10 -1_T SHEARWALL NOTE: SW: 3/6 OF WALL I I w I I UNLESS OTHER NOTED I SHEARWALLS 24" O.C. (SW d@Y/6") Ph. 242-0908 L _SOI Ii PLT ® WHEN NOTED ON PLAN � I Q I Ld N N = is X N CV Ld 0 ff) CN < I CD I I I I el x101/1 (2)2x6 . SPF#2 I v POST. II X N N (2)2x6 SPF#2 I POST. 5/SO.1. j I � I C/) OSB WALL SHEATHING. I I STRAP HEADER PER 7/SO.1 )VE (2)2x6 (2)2x10-1/1 / N\� SPF#2 +o' POST. SW: /6 DESIGNATES SHEARWALL NAILI G - 8d @ 3" EDGE AND 6" "FIELD" SOLE PLATE ANCHORS - SEE SCHEDULE ON ON DETAIL 3/SO.0 SOLE PLATE ANCHOR SPACING SCHD ALL EX ERIOR WALL 42" O.C. UNLESS OTHER NOTED TRUSSES SHEARWALLS 24" O.C. (SW d@Y/6") Ph. 242-0908 L _SOI Ii PLT ® WHEN NOTED ON PLAN � SEE NOTE 2 1. IN TALL SOLE PLATE ANCHORS PER DETAIL 3/ 0.0 2. ANCHOR SPACING SHALL BE AS NOTED. FOR ExAMPLE - SOLE PLT @ 36" = 36" ON CENTER SPACING N I 00 X N N IVERY IMPORTANT NOTE: 6x6 POST w/ ABU66 mow/ %" THREADED ROD EPDXIED 12" SEE 1 /SO.2 VERY IMPORTANT NOTE: 6x6 POST w/ ABU66 mow/ 5/8" THREADED ROD EPDXIED 12" SEE 1/SO.2 STRUCTURAL BRACKET SEE DETAIL 3/SO.2 (2 PLACES) (2)2x10 6x6 P.T. SYP#2 POST w/ABU66. SEE DETAIL 2/SO.1. (TYPICAL) I Q X N cV X12) I SEE 3/30.1 FOR BEAM +61 CONN. (TYPICAL) i T cD X N N +lbb L (2)ROWS 16d @ 9" 0. (2)2x8 PLATES BEAM SEE PLAN OUBLE DP PLATE. CRIPPLE STUDS @ 16 0. C. ! 3-10d TOENAILS 2 -ROWS OF SIMPSONJ (2)2x8 MINIMUM PLAN 15600 SDWC SCREWS ORIENTED HEADER OV R © 12" O.C. STAGGERED. SLIDING GLASS DOOR, FASTEN TO JACKS EACH EACH END HEADER SECTION W/(1)A35 SYMBOLS LEGEND DESIGNATES SHEARWALL. THE -iIDDEN LINE DESIGNATES SIDE OF WA_L THE SW 3 6 SHEARWALL SHEATHING TO BE APPLIED. 8d @ 8 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 X3/8" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 X A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 ® %" A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 ADIAMETER THREADED RO TER ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/30.1 A SIMPSON HTT5 SEE DETAIL 15/SO.1 • SIMPSON DTT2Z SEE DETAIL 15/SO.1 SIMPSON LTT20B SEE DETAIL 15/SO.1 WALL STUD SCHEDULE LOCATION PLATE STUD SIZE HEIGHT & SPACING EXTERIOR 9'-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 2x6 SPF#2 ® 16" O.C. 14'-0" INTERIOR 10'-0" '-0 2x4 SPF#2 ® 16" O.C. MAX INTERIOR 12'-0" 2x6 SPF#2 ® 16" O.C. or MAX I 2x4 SPF#2 ® 12" O.C. STUD NATES, 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 0 16" O.C. MINIMUM. SEE 3/SO.0 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/S0.1 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.0 GENERAL NOTES 1. SEE DETAIL 2/SO.0 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/S0.1 FOR FRAMING AND HOLD DOWNS CS18 STRAPPING DETAIL CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. �I WALL FRAMING w c� `p W ! J OFFICE CO Lou I4 -\__NO NAILS REQUIRED FLOOR j IN CLEAR SPAN TRUSSES I� OR JOIST. Florida 32250 Ph. 242-0908 Fax. 241-9557 WALL FRAMING I z CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. OFFICE CO Lou ontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 344 SC: CA# 3579 40 +" DHEA J;-•., .�f 11•. •/.. * • o. 6 ;zsy * r '- � ATE F o OR I 114 AL C h r i s t o p h r J Sabourin PE FL PE#71461 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 6 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICA IDNS WHICH MAY VARY FROM THE I TENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTER ATIONS MADE PRIOR TO BEING APPR VED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIO AL ENGINEERING OR IN 3PECTION FEES. T U� Q (n W w U_ w Z d Z� 0 J J 0 W W Z ~- W 00 J U FIRST FLOOR FRAMING LAN DO NOT SCALE DIMENSIONS FRJIS THESE DRAWINGS IF A DIMENSIUNCL AR REFER TO THE ARCHITEC URAL DRAWINGS CONTACT THE E.D.R. P N NAME ANAST SIA -SHINGLE DESIGN/ RAWN/CHECKED CS KM / LAP DATE 01.16.18 SCALE S NOTED LPA No. TOLL -18-00010 CONTROL No. 3750 SHEET 1.1 SHE T 6 OF % I I 10 SO.1 1 10 1 SO.1 2 S0.2 ' 2 SO.2 2 11 / S0.1 6 SIM. J06 PORCH CEILING SHEATHING j AT BOTTOM CHORD OF J06, TRUSS SEE 2/S0.1. RAFTER TAILS, 1 SEE DETAIL Y 2/SO.2 (TYP.) I I II��% (2)HTS16 2 S0.1 SIM. RAFTER TAILS, SEE DETAIL SO2 2/SO.2 (TYP.) .2 TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES Truss Connector Total List 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING Manuf Product Qty WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 USP JUS24 9 SCREW UNLESS OTHERWISE NOTED ROOF TRUSS PLACEMENT PLAN SCALE: 1/4" = V-0" SYMBOLS LEGEND HTS 16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: 1. F R TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET S0.0. 2. F R SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. F R GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.O. 4. WEN USING (2)H2.5T CLIPS ON 11/2" WIDE LUMBER, PLACE CLIPS D AGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. TRUSS FASTENING DETAILS Lou ��'onti-o and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-U 08 Fax. 241-9557 FL: CA # 344 SC: CA# 3579 �+rr ®:$ o.5. N HTS16 HTS16 SZATE F O N u, N N N STU DIRECTLY '''",a! NAL ENG a••`O� �' ~ F- 11 1 BELOWDETAIL BEL W TRUSS A TOP PLATE TO " nN„uu,a,aar� SDWC15600 STUD SDWC15600 TI SEE 3/SO.2 Christoph r J Sabourin PE > FL PE#71461 M T'9 TRUSS TIE DOWN WITH SIMPSON SDWC REVISIONS DATE I J 5 I Rafter to Top Plate shown 2 Truss to Top Plate similar J16 SO.2 Optimal 22)x' I 10• 0• J 630' STUD DIRECTLY RAFTER TAILS, BELOW TRUSS �y"Max 1 V11 SEE DETAIL I { 2/SO.2 (TYP.) � �SDWC15600 TOP PLATE TO oILT $ STUD SDWC15600 m V10 N N I Note: ''1. Sloped—roof rafters may be sloped up to and including a 12:12 pitch and must be "birdsmouth" cut. JUs24 2. Reference detail 4 for installation instructions. HT S16 o J2 > SI PSON SDWC INSTALLATION RANGE o , jztD 2 SO.2 X11\ 2)HTS16 0 WA %II%®// (2)HTS16 (� 2 S0.2 J26 PORCH CEILING SHEATHING AT BOTTOM CHORD OF TRUSS SEE 2/S0.1. i SIM. 2 S0.1 JAC RAFTER TAILS, SEE DETAIL J5F 2/SO.2 (TYP.) J5 2 STD NOT DIRECTL BELOW TRUSS SDWC15600 Note: Reference detail 20 for installation angle limit SDWC INSTALLATION Rafter to Top Plate shown (Truss to Top Plate similar) °x STUD NOT DIRECTL BELOW TRUSS ®Do not install SDWC in hatched area SDWC15600 Overhang 1 1/2” MIN 2" MAX SDWC INSTALLATION RANGE )C" minimum edge distance for full values (with or without a plate splice) Y° from top plate . t splice Offset for full values Rafter or Truss Splice may be in upper or — lower plate SDWC AT TOP PLATE SPLICE STUD NOT DIRECTL OFFICE COPa' O U CU a Q _O a m F- Z LL o O Z ¢OCf) ^^ uj VJ zU)ne O :E_ 0- ry m 0 w LL J Q 0 z LLj M w O 0 0 o u' ¢~z c) LU 0Of Uj z U) 0 �U� oV-)C C,: Q = O Who C-) Q O �a-z LLI 0- O w } w =Q� 60 0Oo E Q LL. C- 0 J 0 Om C) O z QU a �W C) O Lu W w ZFfm —z� z =LUQ �aEE W Z > m Q J J 0 Q ooU) o�U,,) �00 0- 0oo LLQ m U = o ca �wZCQ o cn O (D z=�z Q Lu z m°J°�= o Qoo z=oLu CO —i w ozc¢.�F=- fr_QLU �Wm zO LLJ 0 ZZo LLJ cn Uwoo F - <W m�az 0 LU Q 0 w zz== Luo < UjLLLJ< aoU)0 �w Ow ooZ=> oC�o <WU� z O w O — w = r):� U) z LL z0zv) z O z a cn 0 z C) w O Q Q O iE LU j � L p Z LL1 LL. Z Q Z W ~ a Of �W Of W � L L a= cli 0 Z= -z U) LL1 LU C) 0aZ m UU �Z ILI✓ �00U- Q c) f- 0 ABBREVIATION LIST Abbrev. Description Abbrev. Description Abbrev. Description # NUMBERF.P. FRT. FIREPLACE FRONT PT. LD. PWD. POINT LOAD POWDER = EQUAL FT. FEET PLW. PLYWOOD @ A/C AT � _ AIR_ CONDITIONING FTG. F.O.M. FOOTING FACE OF MASONRY R RISER ABV. ADJ. A.F. ABOVE ADJUSTABLE ABOVE FLOOR GAL G.A. GALLON GAUGE RA RAD. REF. RETURN AIR RADIUS REFRIGERATOR A.F.F. ABOVE FINISHED FLOOR GD GARAGE DOOR REINF. REINFORCING AHU AIR HANDLING UNIT GFI GROUND FAULT INTERRUPTER RM. ROOM ALT. ALTERNATE GL GLASS R.O. ROUGH OPENING ALUM. ALUMINUM G.W.B. GYPSUM WALL BOARD RQD. REQUIRED - -FRAME SINGLE FAMILY RESIDENCE: BUILDING TYPE: GROUP R3 V - B R & SH ROD & SHELF B.B.Q. BARBECUE H HIGH R.W.C. RAIN WATER CHANNEL BD. BOARD HB HOSE BIBB F.B.C. 6TH EDITION (20 7) RESIDENTIAL B.F.F. BELOW FINISHED FLOOR HD. / HDR. HEADER _ SF / SQ. FT. SQUARE BEET BOTT. BOTTOM HGT. / HT. HEIGHT SGL SINGLE BR. BRICK HORIZ. HORIZONTAL SHT. SHEET BKFST. BREAKFAST 2011 (NEPA 70) FEMA RULES &REGULATIONS SH. SHELF THIS DRAWI INSUL _ INSULATION SHWR. SHOWER CALC. CALCULATIONS INT. INTERIOR SL. SLIDER C.J. CONTROL JOINT I.L.O. IN LIEU OF SPECS SPECIFICATIONS CL CLG CENTER LINE CEILING KS _ KNEE SPACE S.P.F. _ SPRG. PT. SPRUCE PINE FIR SPRING POINT CMU _ CONCRETE_ MASONRY UNIT STD. _STL. STANDARD STEEL C.O. CLEAN OUT L LONG COL.COLUMN COMP. — COMPRESSOR LAV LDRY LAVATORY LAUNDRY STOR. STORAGE CONC. CONCRETE LIN LINEN _ _.._.._ T TOP CONT. CONTINUOUS LT LAUNDRY TUB T&G TONGUE & GROOVE DB. DOOR BELL M.B. _ MASTER BATH TEMP. THK. TEMPERED THICK DBL, DOUBLE MAX MAXIMUM T.O. TOP OF DR. & SH. DOUBLE ROD & SHELF M.C. MEDICINE CABINET _ T.O.B.B. TOP OF BOND BEAM DECO. DET. DECORATIVE DETAIL MFR. MIL. MANUFACTURER MILLIMETER TR. TRAN. TREAD TRANSOM DIA. DIAMETER MIN. MINIMUM TYP. TYPICAL DIM. DIMENSION MIRR. MIRROR DN DR. DOWN DOOR MLDG. M.P.H. MOLDING MILES PER HOUR UC U.N.O. UNDER COUNTER UNLESS NOTED OTHERWISE DS. DOWNSPOUT MT METAL THRESHOLD D.S.S. DENSE SELECT STRUCTURE V.B. VAPOR BARRIER DW DWG. DISHWASHER DRAWING N.T.S. NOT TO SCALE_.-._._ VERT V.T.R. VERTICAL VENT THROUGH ROOF O.A. OVERALL E EGRESS O.C. ON CENTER W WIDE E.E. EACH END O.H. OVERHEAD W/ WITH E.W. EACH WAY OPT. OPTIONAL) W.C. WATER CLOSET EL. ELEVATION OPNG. OPENING WD. WOOD ELEC. ELECTRICAL OSB ORIENTED STRAND BOARD WDW. WINDOW ENCL. ENG. ENCLOSURE ENGINEERED PED. POLY PEDISTAL SINK POLYVINYL W.I.C. WP GFI WALK-IN CLOSET WATERPROOF GFI EQUIP EQUIPMENT P.S,F. POUNDS PER SQUARE FOOT W W.M. WELDED WIRE MESH EXT. EXTERIOR _ P.S.I. POUNDS PER SQUARE INCH W.W.F. WELDED WIRE FABRIC FIN.FLR. FINISH FLOOR PSL PARELLEL STRAND LUMBER FLR. FND. FLOOR FOUNDATION P.R. P.T. POWDER ROOM IPRESSURE TREATED rij F I IL mic� tg:q SQUARE FOOTAGE NOTES GRAPHICS LEGEND DETAIL # � DETAIL # DRAWING # DRAWING # UIC6IIVJ&SECTI0V __ fiICCALL-OUT DETAIL # � � DETAIL # DRAWING # � _ / DRAWING # - - 2944 .,� C� 2944 CEILING HEIGHT CHANGE CENTER LINE —A A2.62 A3.N COVERED ENTRY COVERED LANAI GARAGE(s) SPANISH TILE TOTAL 3824 ELEVATION MARKER A7.62 BUILDING SECTIONS A. * 94/ 0 ff SHAKE SIDING M1.62 FIRST FLOOR DIFFUSER LAYOUT ELECTRICAL LAYOUT E1.62 w FIRST FLOOR ELECTRICAL LAYOUT SLAB RECESS D3 STANDARD NOTES DETAILS SIDING _& STANDARD NOTES & DETAILS 08 �_ STANDARD NOTES & DETAILS FRAME BEARING WALL ABBR FULL NAME BRICK � MANOR INTERIOR WALL (NON-BEARING) WIL. WILLIAMSBURG STUCCO FINISH � PROVINCIAL CHATEAU CMU MASONRY WALL VER, VERSAILLES EARTH � � CLASSIC GABLE END WALL FRAMED KNEEWALL MED. TRA. MEDITERRANEAN TRADITIONAL INSULATION DECORATIVE STONE COU. COUNTRY MANOR DROPPED SOFFIT HER. HERITAGE PRE -CAST LINTEL/ HEADER CMN. DESIGN CRITERIA ONE STORY: FIRST FLOOR -FRAME SINGLE FAMILY RESIDENCE: BUILDING TYPE: GROUP R3 V - B CFT. CRAFTSMAN RISK CATEGORY; II DESIGN BASED ON FLORIDA BUILDING CODE WIND DESIGN BASED ON: ASCE 7-10 6TH EDITION (2017) BRO. BROUGHAM 39 F.B.C. 6TH EDITION (20 7) RESIDENTIAL ULTIMATE DESIGN WIND SPEED = 130 MPH F.B.C. 6TH EDITION (20 7) MECHANICAL NOMINAL DESIGN WIND SPEED = 101 MPH F.B.C. 6TH EDITION (20 7) PLUMBING EXPOSURE: B CONSERVATION -EVER PRESSURECOEF.: +.18/-.18 vie. X irv. F.B.C. 6TH EDITION (20,7) FUEL GAS FOR WINDOWS/DOORS, SEE FLOOR PSN FOR ACTUAL PRESSURES: F.B.C. 6TH EDITION (20 7) ACCESSIBILITY NATIONAL ELECTRIC CODE 2011 (NEPA 70) FEMA RULES &REGULATIONS N.F.P.A. 1012014 ASCE 7-10: MINIMUM DESIGN LOADS G AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID THIS DRAWI SQUARE FOOTAGE NOTES AREA CALCULATIONS S. F. FIRST FLOOR 2944 TOTAL LIVING AREA 2944 L —A A2.62 A3.N COVERED ENTRY COVERED LANAI GARAGE(s) 110 288 482 TOTAL 3824 LIST OF DRAWINGS SHINGLE ELEVATION Cl _ GNIGENERAL COVER SHEET - Index of Drawings NOTES FO�JI�DATI N PLAN A1,62 FOUNDATION PLAN A1.N IFOUNDATION PLAN, NOTES, SCHEDULES, & DETAILS L —A A2.62 A3.N FIRST FLOOR PLAN FLOOR PLAN NOTES, SCHEDULES, & DETAILS i EXTERIOR ELEVATIONS A5.62_ FRONT & SIDE ELEVATIONS A5.1,62 REAR & SIDE ELEVATION, & ROOF SLOPE PLAN A5.2;62 EXTERIOR ELEVATION DETAILS BUILDING SECTIONS A7.62 BUILDING SECTIONS A. * 94/ 0 ff DIFFUSER LAYOUT M1.62 FIRST FLOOR DIFFUSER LAYOUT ELECTRICAL LAYOUT E1.62 w FIRST FLOOR ELECTRICAL LAYOUT TATVDARD_ TE DETAIL D3 STANDARD NOTES DETAILS D7 _& STANDARD NOTES & DETAILS 08 �_ STANDARD NOTES & DETAILS HORSE ELEVATION ABBREVIATIONS ABBR FULL NAME ELEV. CODE MAN. ^ MANOR 03 WIL. WILLIAMSBURG 07 PRO. CHA, PROVINCIAL CHATEAU 08 09 VER, VERSAILLES 10 CLA. CLASSIC 18 MED. TRA. MEDITERRANEAN TRADITIONAL 19 20 COU. COUNTRY MANOR 21 HER. HERITAGE 22 CMN. CIMMARON 28 MSN. MISSION 30 CFT. CRAFTSMAN 31 SCL. SPANISH COLONIAL 32 BOR. BORDEAUX 33 BRO. BROUGHAM 39 REN. RENAISSANCE 40 VIE. VIENNA 41 TUS. CLS. _ TUSCAN CALAIS 44 46 ITV. ITALIAN VILLA 58 PBC. PALM BEACH 80 CRB.CARIBBEAN CST. COASTAL 81 _ 82 Lj 0 Q LLJ U) O co U U U Q L1J m U z Q Q M 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 2, 2018 i on i g g'P A. * 94/ 0 ff Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W o rn LAJ 00 ••— ®- Q ' L? CO N� W � >�o . --j �M� 0 Z L Cxj J t/1 CU LL 0- ��o2 EU C!! a ° L00 aC) M M ; Q -j E0 Q -j p N U ti J J o co d ON H Lj 2n z .., 1 i Li 00 I f `IJ Q:> w m� V o cnz q <,. i s : C/) Q t 0 N LU J z o U)N �f C) v , F— w Lu V Iy LU LU Co ED ,L[NImL N_ MSER 1014.0 a *00", z LL O � z z O Q�cn zc�nw O cwnwO a nf oc z m w J LL. J Q LU c:f a R�: o z i w Q LU > ~ CO LU MO= z=F- F- 0 — F-O LU > U) w z O w O w O F- p z QO Of w U U) Q � aLn LU a o U-) = z w � Q � LU O0 J F-- z O O � O LL. Oa LU U O:f m LU C:) Q a O Ln LU w Z CO Z Q = w a � z w m Q > J O J J F-- C) --OLL. LU o � OcnU� O J V O w V a � O O:f a O z = m O V) � O Q = U) mmw� J C2 LU z = o w � U') LU (A O cn Q = a" �'>_ C7afwCO z �Oo3�: zLU z O Ln �2:wU) _ LU C) 0 O F- LU F- CO a z M Q > O z z i o z w��a w Q U) w O C,:fcri(J-)� O w w LD o � LU LU = o Q =D w Uwj LU z O w = O z z 7-1 � 0 zOU) D V z O Q w C:) Q O� w a Q LIJ LU U_ z Q V �-� w Li z LU O �aQ U) af w Q w LL_ LU z = z O CO LU C) LU F- LUwmW J Z J LL_ O O L. Q V H O GENERAL NOTES 1. IT IS THE SUBCONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED T , THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE -DOWNS MAY BE NECESSARY. STRUCTURAL DESIGN CRITERIA LIVE LOADS: ROOF RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED BALCONIES/DECKS STAIRS ATTIC WITHOUT STORAGE ATTIC WITH STORAGE HABITABLE ATTICS SLEEPING ROOMS CONCRETE CONCRETE UNLESS OTHERWISE INDICATED STRENGTH ALL STRUCTURAL AND MISCELLANEOUS ST @ 28 DAYS WELDS: E70XX ELECTRODES ALL BOLTS G REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO FRAMING: ALL REINFORCING BARS :D LOADS. DESIGN FOR NEW WIND ALL STIRRUPS AND TIES POLYPROPYLENE FIBERS FOR SLABS ON GRj CONCRETE ASTM C90-01, STANDARD WEIGHT UNITS, I MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS I UNITS: DURING CONSTRUCTION STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS ST STEEL: WELDS: E70XX ELECTRODES ALL BOLTS G WOOD BEAMS, RAFTERS, JOIST, PLATES: U.N.O. N FRAMING: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR :D LOADS. DESIGN FOR NEW WIND FLOOR SHEATHING: T&G A -C GROUP 1 APA WALL SHEATHING: PLYWOOD C-C/C-D, EXT AR 96399 VERSA LAM BEAM: Fb = 2900 PSI (2.OE) AR 96730 WOOD COLUMNS: PARALLAM 2.0E U.N.O. WOOD ROOF DESIGN LOADS: TRUSSES: TOP CHORD LIVE LOAD: TOP CHORD DEAD LOAD: o rn BOTTOM CHORD DEAD LOAD: -4 00 TOTAL: 00 WIND UPLIFT RESISTANCE: U) N SEE DRAWINGS FOR SPECIAL CONCENTRAI ! 0000^O UPLIFT AS PER SPECIFIED CODES, DEDUCT L 191- (y) U LOAD, BUT NOT EXCEEDING ACTUAL DEAD WOOD FLOOR DESIGN LOADS: TRUSSES: DEAD LOAD: ��o LIVE LOAD: UCap O `;' TOTAL: FOUNDATION/SITE PREPARATION: 20 PSF (REDUCIBLE) 40 PSF 40 PSF 40 PSF 10 PSF 20 PSF 30 PSF 30 PSF 3000 PSI ASTM A185 ASTM A615-60 60,000 PSI ASTM A615-60 60,000 PSI ►E MINIMUM 1.5 LBS. OF FIBERS PER CUBIC YARD =1500 PSI MORTAR TYPE "S" 1800 PSI ,SONRY INSPECTION IS REQUIRED A36 36,000 PSI, U.N.O SHOP AND FIELD IN CONCRETE: ASTM A36 OR ASTM A-307 . 2 SOUTHERN YELLOW PINE (19% M.C.) or OSB ;ATED (48/24) RIOR OR OSB SHINGLE ROOF: TILE ROOF: 20 PSF 20 PSF 10 PSF 20 PSF 10 PSF 10 PSF 40 PSF 50 PSF 10 PSF 10 PSF :D LOADS. DESIGN FOR NEW WIND NG A MAXIMUM OF 5 P.S.F. DEAD 20 PSF 40 PSF 60 PSF 1. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARIN PRESSURE OF 2,500 PSF, FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE 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 FOR TERMITE PROTECTION. 2. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENI GEOTECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEOTECHNICAL ENGINEER'S REQUIREME14TS SHALL BE RECOMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ENGINEER. 3. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING�CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE Y THE GEOTECH. ENGINEER. TERMITE SPECIFICATIONS: SECTION R318 PROTECTION AGAINST TERMITES TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE HALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FO R THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AlN D LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' 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 FIELD 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 GREATER THAN 72" ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT GREATER THAN 24" OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2. 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 ANY DOOR, SLIDING GLASS DOORS, ALL GLAZING AT TUB AND SHOWER ENCLOSURES AND WINDOWS LESS THAN 60" ABOVE STAIR LANDINGS OR TREADS SHALL BE TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2017 FBC 2411.1.2 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% 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. STUCCO 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 % 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 1%" INCHES LONG HAVING A HEAD NOT LESS THAN Ys INCH IN DIAMETER. MIRRORS MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. H \/ A r Nr)TFC 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. ELECTRICAL NOTES THE DWGS. ARE DIAGRAMMATIC G IC & 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 SHALL HAVE GFI 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. ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC -FAULT INTERRUPTER PER NEC 210.12 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. Cu(l1A/FD wr-Ar1 HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE 7'-4" HEIGHT OF SHOWER HEAD AT SECONDARY BATH SHALL BE 6-10" rFNFRAI AInTFC 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 R703.1.3 AND R616. SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). 0 TC' `ii BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DKo LNG COMPLIES WITH THE APPLICABLE MINIMUM BUILDING ':OE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. F F1 f`?1> a a , R E 8 R 9673 t ®' s Ovan G. 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TO FIE L VERIFY SLOPEPAVERSLCT ' 11 0 -0 ON PRIOR TO POUR SLAB SLOPE PAVERS LU A PER @ 1/8 OOT _ _ _ _ _ _ _ = _ FINISHED FLOOR � _ @ 1/8" PER FOOT "' _ A �62 _ - _ NOTE: - - r - - - - - - - - L - - - - - 21.811 - - - PAVERS - - - �n A7. 11 FIN. FLOOR TO BE 18 MIN. PROVIDE ELECTRICAL m ol ON TE WALL ABOVE CROWN OF ROAD. CHASE FOR ISLAN n�, I r ---j C==� O - - -- - - C r- --------- I 0O I = '-- 1 I r --j L--1 I v = °� w o 211_2u ---------- --� 00 U- I II 1 II M `n --- _ ,--1 ~ of ii Al,N H I I I TYP. I 1, ii I I �:...: ,L= J L_ =J — w � i i — — 17 o - 6" PLUMBING Q, Ce Q Ln ' GAS LINE TO REAR WALL o0 J o 31.1011 o J , , �: <:: n n iile o CD -- ,� , - I I H ,� M 1 - -EL fir, --� �3Q�I�<c3�ilY T.O. PAD. 13'-811 1M H BT SLAB LAYOUT SCALE: 1/4" = 1'-0" 19'-0" u GAS LINE TO COOKTOP •1 . 65'-4" 31-611 SHINGLE 7'-0" 1 3'-6" 111-411 NOTE: FIELD TO VERIFY ALL GAS LINE LOCATIONS PRIOR TO POURING SLAB 3'-4" EN in PIF STEM WALL FOUNDATION ADDITIONAL NOTES, SCHEDULES, & DETAILS CAN BE FOUND ON THE A1.N SHEET. W ;2� cC W V t-0 U U x U Q LU m U H Z a 0 0 J W 0 TO -i: BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DG I.ING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING :.'DE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. March 15, 2018 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 San 9 -Yub L ee PE , 72328 LI.J o M LU J O 00 �-- o� Q 06 U Z N U) C W J oc 0 0 > '0 p 0- LU QMH O Ur U L LL i I U Z d +r -0o o W In L r- 0 m O Ln 1 Q Q I0 EOE¢ J a ¢ U N J J Q n �p O ON a O LL- Z Z z O P� z O w oc w Cy - LU LU U) Z LU LU J � �� Z J LU H o 2w Q 0 w M Z O CL CL Q > oc d Q Z J (_ W Z o N J Z o� O V, N 1 1 m , 0o w LU LU Q U c=/? N z O H � QL0 U U Q N w J ~ m UCIDLU u w w SERIAL NUMBER 1014.0 0 U cU a� L 0- 0 0 IZ m O zw r-) O zz Q O z CQ cY O _ LU Uj OfO owm U— I- I LU�o 0Wz Q QEn ZD O in O w Q ~ Z O z O W O w O 1— D Z F O Uj w Z U 0 Q Uj Of Z LU Z5 O W Z w =Q� ~moo ooQ 0 O o—O OAU - LU � � J 00 co U tY N QO�0 M 0 0 VJ Q2EOf � w zLLm -z� UoQ w�} = w w a EE m Q J J 0 Q O U) C)CQ� O O Uj O�o 0 �oZ 0- o uJ M U �oCQ ocwn0(D z=Nz >- Ly m J LLJ Q �`n`Juw ou)Z U H U)Q zo>� O ~U O CD w U) =CDLUo I-zw1= En Q U-1 pj zZ=� UJ (D < I w Q z Cr tlV) o^^_ ( n NO Cr 'IU) Q U Z (if w z w O C — Cl _ p 1 U w U uj U C:)owo — w=Cr U) = U - 0 O z a cn O Z - w0 Q «UzQ w w LU woz W w Z Q zw�o �0-E2o Qw C6 0 z= -z w COm oz=� -0�� omo2i zw JZ J L.L Jo0U- U I— O EO C'M 0 0 co 3'-6" Q 3'-6" 3'-0" 8'-4" GAS LINE T TANKLESS WA HEATER I II II _] II ,� CV I U I I 8'-4"5'-6" II O 11 4'-72" II 1 ,..i 1 ------ 1 5 1/2 -71 Li rl C i r - j' I IN 0 i 2'-7" I -2" ' 4" PLUMBIN WALL TYP. U.N.O. 00 ICY) U ----fit' _S- 10" PLUMBII WALL 4 PLUMBIN WALL 3'-0" (L W SLOPEPAVERS @ 1/8" PER FOOT GAS LINE TO REAR 3'-10" / rB A7.62 90'-611 � II 1 I 1 I I I � 11 I II II II I � II 11 II i � II I 11 I 11 _ 11 II O O i II 11 II -3 L, I L L--3 L------------- ---J ""`- 1211------ --- a J 2'-10" 2'-8" -- I -- — - — -- r] D � II II �C�j- GAS LINE TO FIR PLACE 17'-6" 6" PLUMBI FLOORFLOOR WALL ,.. UTL Ol7 I' 16-10" TOLL BROTHERS P M TO IELD VERIFY ,% -7 3'-4" 3'-5" ............. STEP 1 � 1 11 i PLUMBIN WAL 4" VTR ! GAS LINE ATO DRYER LJ OL 0'-0" L CA ION PRIOR TO PO RING SLAB FINISHED FLOOR Q _� _ r___ II___ - NOTE: FIN. FLOOR TO BE 18" MIN. N PROVIDE ELECTRI Z ABOVE CROWN OF ROAD. CHASE FOR ISLI4N — w r i r----------� ~ � 21'-211 ---------- --� p1 11 1 _ _____ ' ~1 II I 11 TYP: cn MM 1 11 0 ` .' I W ON 1 1 1 --------' - --- = 21I -I I 0 ar C= -ti i 6" PLUMBING a, m U WALL00 p SLAB LAYOUT SCALE: 1/4" = 1'-0" •1 • O -j n n II N 65'-4" 3'-6" SHINGLE SLOPE @ 1/8" PER FOO �l 26'-10" 29'-3" 7'-4" N - 1A 0 LO rn o' -On II i II —_---_Tr_—____:1 t:______ --- - --- ----- L -J SLOPE PAVERS W _ f- @ 1/8" PER FOOT - A 2'-8" �-PAVER � A7.1 ON STE WALL 7'-0" I 3'-6" I 11'-4" NOTE: FIELD TO VERIFY ALL GAS LINE LOCATIONS PRIOR TO POURING SLAB 3'-4" M co STEM WALL FOUNDATION ►DDITIONAL NOTES, SCHEDULES, & DETAIL.. ;AN BE FOUND ON THE A1.N SHEET. �W V Q LZ ry W V O U U U Q W m U f -- Z Q ti '0 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 2, 2018 ' F F1/ Vk g � +�df � {ply'9673 f 4 4i d 3 Fpp Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 LLI o rn LU 00 F- < LO m {c Uj = CO N >^ a)O ' W > � O CID It .... La.I < M C? Y Li V J vt co LL a Uj n 0 a) p 00 Q -jE - E 't J " CL N J -` �z O � 111 N LU LU LU i I i I [ JJ( U U w F- f QJ z LUI- = C7 � M o Q _ E LU O E O N N w w CD Ui (LU N I E i i i 0 co Q Lj Ly w M_ Q w —�D CIO co w ;f . O zU_ p O zz Q O Cf) Vj z�ct O � = Uj 0- ry CO O w J in O LU ryQ p O= Q LLJm LU O M p —3 LU Q O � pz LU 0 Uj z OO p t- U) p Z a�0 Of W = U m Q d Z Uj a O W W =Q� ~moo oOQ O ~ w 0-O J O a m w O z QC-) a O p 0 07 LU Q rX, w U tL m Z p U) O Q w r =wLL. �aFy CO Q J J 0 Q Op U) U) 0 U) O Of O Of 0- uoC:)z IZ}O LLJ U �pCn C) u) 0 (D z=) �-nz y¢.,mw� mJ2i9 C) in Z = pW C0 J W ou)Z U = ¢aim o oe-�z z O 0> O Z U p _E w U) pw O F_zw� > ry p m CK I0 z Q w O w � U ZZ =z W (D J Q 0w¢z �pU)0 �w�W OoZ2E p=<o WUryw UU)w pz O w O — w = (If cnz�-w �=oz ICL�_cn0 z— w O Q Q O ER 6- LL' j a LU C:) p Z WU_LLj LL ZQ Z w ~ O U) 0- QLU cn Z O z=—z wm WW � c) co <0 Of Z m wU O O � QUF—O FRONT WALL OF FOUNDATION NOTES SEE GENERAL NOTES FOR CAST IN PLACE 1° CONCRETE AND REINFORCING REQUIREMENTS 2. CONSULT W/ MAN° SPECIFICATIONS PRIOR TO --POURING OR RECESSING DOOR SILLS 3 LOPE -FOOT AWAY FROM HOUSE PROVIDE 8"X 1 1/2" RECESS AT SLAB 4' PERIMETER (TYP., U.N.O.) 5 ALL FOOTINGS SHALL BE MINIMUM 0 X I (INDICATES DOOR OPENING W.W.M. PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. PER PLAN 1/8" (MIN.) SAWCUT x 1/4 OF SLAB THICKNESS SEE FOUNDATION PLAN FOR LOCATION SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, AS CONCRETE ALLOWS WITHOUT RAVELING 1 SAW CUT DETAIL A1.N SCALE: 3/8" = V-0" PROVIDE 1 1/2" D x 5" W RECESS AT GARAGE CK PROVIDE 4 1/2" D x 8" W SLAB RECESS BRICK PAVE SECTION (a), GAR. DOOR SCALE: 3/4" = 1'-0" PLAN VIEW Uj V W U) O co U U RECESS = IN SLAB U Q W td m GARAGE U DOOR � x SLAB RECESS z x Q Ovan G. Drummond, AIA F'— Manuel Q '0 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 2, 2018 td � x a P 9673 x Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 o rn I.I., 00 0 2 U? U LU U) CV >® W1 ...a o to N 0 ' 5 T_ .> oo O E It _ D M O E.L d � i J sn (10 LL U2 wu't U�COm EO�� -' E -tt < J U N J O OCV .: 5' LU � s 1� i to LIJ i I < 2: LLJ Q Z_ 0LU Q 2 Lki BIZ U) � I z O ( i J ti H o cti I Cal a.�..4 ;2E' LU C3 L .a LU CD[ I i I i = Q t` LLJ C) 'W J I� C) LLIW H .z z L o �-- Q GO ,'O LL_ 1014.0 zLL. O � Z Z Q O cn w L-1 T g i LU LU � z m Ow w J O Ia�O I wLU Q > ~ co Q O = Z 22` F— Q Lr -L Z W �y 0 O w O w O w=z O Uj � U ULU M c) 21. Ln �aU) -jz = z w F— C Cj0 LU O J F- 0 � �o >_9 0 d J U Ce m Q LU OO Z�W QCeDe Z U_ w CC) z � LU (h Q LU C z w ma> j Q �Wc=i� 0 0 L, Lv ,-L V 0-09 O�� O z =mo zLU 27- En0Z Q w mIca w� J W Q 0 zzow � w � O(n�_ Q cn m Zo>� 0 owZ`" g w cn Uj W O LU Co p 0 < w Z a 0 Lij_> Z U J Z LU oe W Q CL Lu 0 O 212 Un En Ow Z w o � w V p Q = 0 w L zzz� O 0 z a o m�o� 0 cn qf Fes-aw> g w 0 Z ED w z Q ZV LU w 0 5i Loa W < LU Z=Za ►- z w�cue) oo oz=� O U) < C:) 5 w oo w U JooU Q U F- O B A7.62 90'-6" CoWUNI ry DE A PpFV EC OpMEN l ?01D 11 B 1 1 11 - AIR HANDLER - - - - 4 -5/ ASTER® E D ROO M 2�ETREATBEDROOM 3 IN CLG. _ _LU = TEMP. GLASS SHWR. _ — PROVIDE 72 x 96 x ENCL. TO FIN. FLR. 13 BATH o I C `� 9'-0" C G. 9'-0" CLG. - 9'-0" CLG. I 30" RECESS FOR AHU m _ _ o = = I I I °O 9'-0" CLG. ,� o 1 a 9'-0" CLG. 11 II ;' I (I TEMP. GLASS SHWR. N _ 22 X 34 N I o I ENCL. OVER NITY 1- 2 10-6% 11 M '" �� ATTIC ACCESS I I� X I o' - — o I X ^ I I iIA.H.U� TWO CAR � ; o LU © _ �, ® 1 OATH �' , 11 I I II II I GARAGE Al—9-0 CLG. ® I L —J I N al I N I_ I 9 -0 CLG. 8 I I I EPDXY GARAGE LL - i 10 L= r- ►� FLOOR O I I SHWR. SEAT N R&SH 8 I I ( 11 I z F @ 18" A.F.F. IZ BATH 2 - - - - - - � _j 9'-0" CLG. M Ill (PULL DOWN 1® 5'-0" _� 8' 4" 6'-0" 7'-4" 1'-2" 3'-0" 10" 9 7'-0" T' 2 ' STEP I I 1 122 X 54 1 1 I / 11ATTIC ACCESS MASTER 8 2'-0' 2'-0' = II 11 io ^ . I. C 31_011 L_9LI 21.7 I 10 BEDROOM M 9'-0" CLG. N 5 10" X 10" ------------------ I C? - 10'-0" CLG. o a \ _ _ _ — — 16 N o o AIR JUMPER N +R&SH N M ch =__UF = O 6" 3'-0" _ o AS FIREPLAC �4.T. LD R FINISHED "' 211.611 1_ 11 '� 91.0" CLG ROOM 611 X. I I o 4'-OIV4 I 12'-10" 9'-0" CLG. 15'_811 1 01 12 I I `r' L. T. _ co 6�-�11 - '-4"NT - - T M �6'% I 1 - GREAT DRYER W/ CAB. FLAT SOFFIT @ F - 8 0 A. F. F. 00 0 ROOM oo BARN DO R COVERED 3 4 0 I 10'-0" CLG. _ FLAT SOFFIT @ _ PORrH COFFERED CLG. 9'-0" A.F.F. 'n 10'-0" CLG. I.:..:..1 � - — — 15 I 1 OILECO i 611 4- °O WOOD DECK 4'-2" 27'-8" 17'-2" 8'-0" 2'-8" ON STEM w ' A - - - - - - I - - ---- -I I� L� - - WALL M °� - A A7.62 I 1 V I MT. 121-01f CLG. FOYER 1 "' A7.62 I I O E RE D I 16'- " 12'-11" 2'-4" 1 1 5'-1" 11'-2" 11{' I 12'_011 CLG. _ LANAI = - ��IN ( MT. �� ' I101_011 CLG. -- -------0 0o I - � - 6 -0ir - --, F t I � 4 `r —�;, I PANTRY = ------ °� O 1 11 11 III o FLAT SOFFIT AT O 2 X 6 WALL @ 34 REF. SII _ ,_ BREAKFAST 1/2 A.F.F. R UGH III 9 0 A.F.F. " � SPACE(" I o =N I I � I I FRAME HEADER I — — — — — ` --F_ — _ I IO11 0 811 F .1-4f' OUT TO MATCH COLUMN WIDTH AREA B33" DW I B18" W1511 DINING STUDY 10'-0" CLG. ROOM 10'-0" CLG. g" 10'-0" CLG.GOURMET -o' 00 _ CDl 6" - ' n O H 1 1 n -1 I !1 311-6 KITCHEN I 41-611 I �, 13 -8 141-61f I I GAS LINE TO - I 10'-0" CLG. I co I N o GAS COOKTOP M I I REAR B33" B33" B33" B36" I------------- BL.--- ---- -- CD I --- ----------- — W33" W33" W33" VEN W36" F 1 �O HB O M O M O V M , B A7.62 F I � 3'-6" 3'-6" I I '-0' 131_811 81_011 281_8L711 31_611 71_011 �Jj 1_611 81-311 31_111 3'-6" 3'-0" 14'-811 (J 62'-011 3'-4" 4'-0" Ile 90'-6" FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" SHINGLE )DITIONAL NOTES, SCHEDULES, & DETAIL ►N BE FOUND ON THE A3.N SHEET. w Fri W ko U U U LUQ Cal U H z 0 O J 00 0 M 0 Q TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APM1CABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. March 15, 2018 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W O 0) w J ,-I 00 Q f- Ln a..i ao U LU ¢ Ln J U) r4 C W ocN >000 a O J Q M U LU Q Ur = L CU U U z J¢ Ln a ._L oo c m L.L w L 00 .0 ¢ E 0 00 ¢ E � _ N ¢ CL � p N U J ¢ ko O to ON H 0 z LL. Z o ~' z >>: u7; ' w oc > LIJ F_ w = cn LU Q w z z = z J o o (D p 0 a w 0 z w w Q Z o N J N oC U) z 0 C7 o 1 1-1N m ' m W U D LLJ Q U V) N z J Z� �0 a U <O w U_ 0 DC LU m f Ln LL. w V) 2E SERIAL NUMBER 1014.0 Z: IL o O zz ¢ O U) tij zNry 0:ELU = ZD�o �zm C) O LU d 1wQ m w O 0 0 LU ¢LU ~z Leo LU z 0 �o� Cl � z Q � O Of w z U CQ ¢ LU 0- U)O�z �::DO =Q� ~ of o LUOQ 0 O }ALU 0-0 1 O0 -m Uf C) O ¢Cra 0 Cn Q�of �w z�m —zC) z =w� m ¢ J J O Q O o = 0 � o Com/) Of � 10 L U c) 0-00 = m c..) �- LzCn ZU) 0z <mLU m _j C) Q Z = cl w ") LU _j w oQc� LU U) Q a O m [if LU z z O O R;: ~ U 0 o�wCf) LLJ Lw O H z w Cn o Q w OU C/ H- ) zZ2z CO ¢ W w Q Cf) 0 C=/) 0 c):f C!) U) C/) Of L¢ w oozes o=<o H U n' w U U)L C:) 0 w O — w = ry C/)z�–LL_ �00= z a C/) O w z— o Q ¢ O U) Iz z zwUi� :LU oz wu_ z `t z Ui ��o C) Qw�l� c/iF— z O z=—z c0—n�ofm LU w �_ C) U) CO 0 w w Co w C Z IC) 1oo� ¢ U �_ O 3'-6" 3'-0" 04 TEMP. GLA S SH ENCL. TO FIN. FLR. B TEMP. GLASS SHWR. ENC_ ON °O TUB DEC I' c� CD - - `` - CF 6" co 0 io co F I A A7.62 I I I I I 0 13'-10" GAS TANKLE WATER HEATER GAS LINE TO WAT HEATER ................ .. ............. LINEN b 1 6 10/ 3' 1 4'-5%" ASTER® 13 BATH AY10'9'-0" CLG. cV 1 M -0/2 NO cv R SHWR. SE @ 18" A.F.F. MASTER BEDROOM 10'-0" CLG. o 1 M 21'-6" B A7.62 4' HIGH WALL AT SERVICE COURT. SHEET A5.2.62 SEE DETAIL 9 ON 161-011 51-411 171-011 IF A/U Gump. DB � 0 I 0 HB N WATER SOFTENER ,------------------ T 2'-4" LOOP i 6" n 11 " H 61 -4 10 -6 10, -10 11-4 RECESSED 26'-8" co AIR HANDLER ,BEDROOP 2 ETREAT BEDROOM 3 IN CLG. _ _ _ — PROVIDE 72" x 96" x w I C 1 9 -0 CLG. _ 9'-0" CLG. 0 9'-0" CLG. r 30" RECESS FOR AHU o IN. I. o o � r- �I I � I m � 9'-0" CLG. 22" X 34"N II= I h x Fq ATTIC ACCESS d i !106 I it — -� I o s I �"� I ATH 3 �� I I IIA.H.u�i I TWO CAR O o o- 9'-0" CLG. o I I II II I GARAGE ® ? I I 9'-0" CLG. CD I (0 100 10 I L = J I EPDXY GARAGEi-•1.. , --= %-A o N R&SH 8 I I I LU FLOOR 1 TH 2 \''----- z 1® - 9'-0" CLG. - I I 1 (PULL DOWN J , 5 -0 ____.._ _ .1 1- g ' `"' I / 1 122" X 54" 1 11 0 8'-4" 6'-011 71-411 11211 31-011 1011 71_0„ � 7'' STEP o g `' N 2'_0' 2'_0* I 1 11ATTIC ACCESS 1 ' 10 31.011 1 911 21.71 - _ 9'-0" CLG. — - 7iN 5 10" X 10" ® \ +...... _ 16 N o C:) AIR JUMPER------------------ N C) _ _ _ ML4 N R&SHN - 0 3'-0° o AS FIREPLACE . L T FINISHED _ i_ 11 A LDR 0 -0� 611 9'-0" CLG ROOM 611 I I 4'/a" 12'-l0"9'-0" CLG. 151.811 12 I I I 6'-011 1.41, - G GREAT - - _ I I , RYAS W/ CAB, N °' FLAT SOFFIT @ I rn °' Q0 001. ROOM � ER °' 11 8'-0" A.F.F. '.. 13 4 BARN DOOR E D 00 10'-011 CLG. PORCH I I COFFERED CLG. _ � FLAT SOFFIT �, 10 -0 CLG. j ]1 11 9-0 A.F.F. 15 _, o00�' Ll FECO 11 I I 41.211 27'-8" 6 1 11 — MWOOD DE , I 17'-211 8'-0" 2'-8" ON STEM w 1 I I I I = - - - - CON1MUNITYDEVELO DENIED PMENT - - - �6V_E - - I - - - - --- - - - - - - - - - -- - - "' - - a-1 ALL _ _ c0 N I_ I - - - WALL � M Co A RED I MT. irl 11 ..,, L�� - 121-01' CLG. �n I I FOYER - A7.� 13'-8" 3'-6" 3'-0" 14'-8" FIRST FLOOR PLAN SCALE: 1/4" = V-0" OF I 1' (0 co B o `° 3'-6" 3'_611 A 7.62 81-011 281.811 3'-6" 7'-0" 3'-6" 8'-3" I 3'-111 SHINGLE 62'-0" DDITIONAL NOTES, SCHEDULES, & DETAIL; AN BE FOUND ON THE A3.N SHEET. w Q Of w U) O Cfl U U U Q LU m U I— Z Q Q TO TK BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WTTH THE APPLICABLE MINIMUM BUILDING 110E IN EFFECT AS OF DATE OF CERTIFICATION BELOW, March 2, 2018 On E A 9 8 t F{ x g, Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 w LIQ, o rn Co a L9 <"� U) N a -I (1) 0) ti �-. °�M' d i J an aLL w Lra U � ° U o EOCb J < v N (.C)o Q Q0 It 0 � N CL LD Lij Uj LLJ. ..J ' Lij I LijLUJ zLjj_ 2-1 0 pgr�-,CJS z I- - _ C LU I N I Z , LLJo O o c i cr) U:) J ; I .s cri I LU U_s a I i 1 I 1 i Z CN 0 N �L.I_ 1 i cf) �� I Nillk�l 1014.0 Q O U c� Q) L- CD - 0 0 m U Z LOLL- 0 Z z Q O C/) yj Z Cn ry O � LLI _ Z ry O w m LL H J M O LU~ Q z m LU O C) ZD � C:) O w QF=-~ C z O J LU Z O w O LU O Z H Q = O ()LUf CD U LLj O Q � LLJ r Z 0- O U) W Z W _¢� 60Uj LL- J z Q O ~ LL- 0-0 0 m LL] O z Q w a U) 00 w Query LU m z� z O Q LU Cr - LU LL. 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FL. 3 5.2.6 TYP ROOFING PER CONTRACT, TYP. COMMUNITY DEVELOPMENT APPROVED ELEVATION NOTES PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR 1' DECORATIVE ELEMENTS. TYPICAL UNLESS NOTED OTHERWISE FOAM APPLICATIONS FINISHES SHALL BE ACCORDING 2' TO EACH ELEVATION "CORAL -LIGHT" OR EQUAL PRE -FINISHED FOAM APPLICATIONS SHALL BE INSTALLED AS PER 3' MANUFACTURER SPECS. U.N.O. PRE -CAST STONE APPLICATIONS, SHALL BE 'STONE 4. CAST' FROM FOAM FACTORY INC. OR EQUAL, AND INSTALLED AS PER 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 ARCHITECT/DESIGNER THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING WITH THE SUB -CONTRACTOR / MANUFACTURER AND 8. THE ARCHITECT/ DESIGNER IN WHICH ALL ARCHITECTURAL APPLICATIONS WILL BE COORDINATED AND APPROVED PRIOR TO INSTALLATION 9 ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING .HEIGHT OF COACH LIGHTS WITH TOLL BROTHERS P.M. ADDITIONAL ELEVATION NOTES: 1- PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH 7" " HEEL ALL HIPS TO BE MANUFACTURED WITH A 1 1/2" OFFEST AT CORNERS ALL GABLE END TRUSSES TO BE MANUFACTURED WITH AN DITIONAL 1/2" DROP I I I 1 I I I I I I J I I I I RAISED HEEL --- - - -- --- -- -- -- -- -- - - TOPOFPIATE -- -- -- -- -- -- --I �- (� III VIIII�111 1 1 V I I Iffill MillU111 MI II 11 1MIIIwill�1111 11�1111miI I II W1111111MIII 1 II II I I I I �1111�1111�1111 MI �1111will MI I I I I II 11 1�1111 17111 II III I I I II I I III I I III I I I I II I I I I II I I III I I I I II I I I II I I III � � ��ffl, RIHT ELEVATION SCALE: 1/4" = 1'-0" SHINGLE 4" TRIM Cil CORNERS ASPHALT SHINGLE ROOFING W oc LU V W U U U Q LU 00 U z Q O F•- 0 J `0 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 15, 2018 Ovan 0 rl AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 COMMUNITY DEVELOPMENT APPROVED ELEVATION NOTES PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR 1' DECORATIVE ELEMENTS. TYPICAL UNLESS NOTED OTHERWISE FOAM APPLICATIONS FINISHES SHALL BE ACCORDING 2' TO EACH ELEVATION "CORAL -LIGHT" OR EQUAL PRE -FINISHED FOAM APPLICATIONS SHALL BE INSTALLED AS PER 3' MANUFACTURER SPECS. U.N.O. PRE -CAST STONE APPLICATIONS, SHALL BE 'STONE 4. CAST' FROM FOAM FACTORY INC. OR EQUAL, AND INSTALLED AS PER 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 ARCHITECT/DESIGNER THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING WITH THE SUB -CONTRACTOR / MANUFACTURER AND 8. THE ARCHITECT/ DESIGNER IN WHICH ALL ARCHITECTURAL APPLICATIONS WILL BE COORDINATED AND APPROVED PRIOR TO INSTALLATION 9 ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING .HEIGHT OF COACH LIGHTS WITH TOLL BROTHERS P.M. ADDITIONAL ELEVATION NOTES: 1- PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH 7" " HEEL ALL HIPS TO BE MANUFACTURED WITH A 1 1/2" OFFEST AT CORNERS ALL GABLE END TRUSSES TO BE MANUFACTURED WITH AN DITIONAL 1/2" DROP I I I 1 I I I I I I J I I I I RAISED HEEL --- - - -- --- -- -- -- -- -- - - TOPOFPIATE -- -- -- -- -- -- --I �- (� III VIIII�111 1 1 V I I Iffill MillU111 MI II 11 1MIIIwill�1111 11�1111miI I II W1111111MIII 1 II II I I I I �1111�1111�1111 MI �1111will MI I I I I II 11 1�1111 17111 II III I I I II I I III I I III I I I I II I I I I II I I III I I I I II I I I II I I III � � ��ffl, RIHT ELEVATION SCALE: 1/4" = 1'-0" SHINGLE 4" TRIM Cil CORNERS ASPHALT SHINGLE ROOFING W oc LU V W U U U Q LU 00 U z Q O F•- 0 J `0 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 15, 2018 Ovan G. 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ANY MISDESCRIPTION SHALL BE CLARIFIED BY THE ARCHITECT/DESIGNER THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING WITH THE SUB -CONTRACTOR / MANUFACTURER AND 8. THE ARCHITECT/DESIGNER IN WHICH ALL ARCHITECTURAL APPLICATIONS WILL BE COORDINATED AND APPROVED PRIOR TO INSTALLATION ;ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING co I y• 1HEIGHT OF COACH LIGHTS WITH TOLL BROTHERS P.M. 1 rl F2-ALL ITIONAL ELEVATION NOTES: E -ENGINEERED TRUSSES TO BE MANUFACTURED WITH 1 HIPS TO BE MANUFACTURED WITH A 1 1/2" OFFEST AT O 1 L GABLE END TRUSSES TO BE MANUFACTURED WITH ATIONAL 1/2" DROP COMMUNITY DEVELOPMENT DENIED RIGHT ELEVATION SCALE: 1/4" = 1'-0" SHINGLE 5 .2. 4" TRIM @ CORNERS ASPHALT SHINGLE ROOFING 1 CD w 00 O co Co `0 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 2, 2018 9673 r f Ovan G. 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SCALE: 1/8" = V-0" SHINGLE ADDITIONAL ELEVATION NOTES: ROOF VENTLATI AL N C CU O 1- PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH L"HEEL 2- ALL HIPS TO BE MANUFACTURED WITH A 1 1/2" OFFEST AT SAL_.UNDERROOF) 3- ALL GABLE END TRUSSES TO BE MANUFACTURED WITH AN DIVIDE BY CODE REQUIREMENT IN MIN. NET FREE VENTILATING ADDITIONAL 1 /2" DROP AREA REQUIRED ----------------------------------------- ------ ------- F CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. I I 0I F- I 1 1 i I I 1 I I I 0 4 % R 963,7 3 6 x 00 00 G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA SHINGLE ROOFING PI CONTRACT, TO RAISED HEEL _ _TOP OF PLATL FIN. FL. O C r m N CV C.0 N ROOF SLOPE PLAN SLOPE: 7:12 U.N.O. SCALE: 1/8" = V-0" SHINGLE ADDITIONAL ELEVATION NOTES: ROOF VENTLATI AL N C CU O 1- PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH L"HEEL 2- ALL HIPS TO BE MANUFACTURED WITH A 1 1/2" OFFEST AT SAL_.UNDERROOF) 3- ALL GABLE END TRUSSES TO BE MANUFACTURED WITH AN DIVIDE BY CODE REQUIREMENT IN MIN. NET FREE VENTILATING ADDITIONAL 1 /2" DROP AREA REQUIRED ----------------------------------------- ------ ------- F CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. I I - F- I 1 1 i I I 1 I I I �i� 3754 300 12.5133 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. TO RAISE_ D HE� _ TOP OF PL oil _ o 1 o ' 5 5.2.6 _ FI . FL. ASPHALT SHINGLE ROOFING �W V Q W C= C I co U U U Q UJI m U Z Q co O 0000 0 00 CD THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS RAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. March 2, 2018 V. 4 % R 963,7 3 6 x Ovan G. 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NTERMEDIATE BALCONY RAILS AND POSTS (IN -FILL) SHALL VITHSTAND A HORIZONTAL LOAD OF 50 POUNDS APPLIED kGAINST ANY ONE SQUARE FOOT AREA, NOT CONCURRENTLY VITH OTHER LOADS. E UNIFORMLY DISTRIBUTED LIVE LOAD FOR THE STAIRS ALL BE 40 PSF MINIMUN. ANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE N OUTSIDE DIAMETER OF AT LEAST 1-1/4" AND NOT REATER THAN 2". IF THE HANDRAIL IS NOT CIRCUALR, IT HALL HAVE A PERIMETER DIMENSION OF AT LEAST 4" AND OT GREATER THAN 6-1/4" WITH A MAXIMUN CROSS ECTION OF DIMENSION OF 2-1/4" EDGE SHALL HAVE A INIMUN RADIUS OR 0.01 INCH. RADIANT BARRIER COVERED LANAI f (-__A BUILDING SECTION �A7.62)SCALE: 1/4" = 1'-0" RADIANT BARRIER 'e BUILDING SECTION A7.62 SCALE: 1/4" = 1'-0" PRE-ENGINEEREDTRUSSES DESIGNED BY TRUSS MANUFACTURER CREAT ROOM PRE-ENGINEERED TRUSSES DESIGNED BY TRUSS MANUFACTURER PRE-ENGINEERED TRUSSES DESIGNED BY TRUSS MANUFACTURER GREAT ROOM CABINETRY & APPLIANCES ARE SHOWN FOR REFERENCE ONLY— / PIrT URMI CHE SHINGLE t:...E�! SHINGLE SEE SHEET A2.N FOR INSULATION SCHEDULE HALL W7 I I I I J I I I I COVERED LANAI f (-__A BUILDING SECTION �A7.62)SCALE: 1/4" = 1'-0" RADIANT BARRIER 'e BUILDING SECTION A7.62 SCALE: 1/4" = 1'-0" PRE-ENGINEEREDTRUSSES DESIGNED BY TRUSS MANUFACTURER CREAT ROOM PRE-ENGINEERED TRUSSES DESIGNED BY TRUSS MANUFACTURER PRE-ENGINEERED TRUSSES DESIGNED BY TRUSS MANUFACTURER GREAT ROOM CABINETRY & APPLIANCES ARE SHOWN FOR REFERENCE ONLY— / PIrT URMI CHE SHINGLE t:...E�! SHINGLE SEE SHEET A2.N FOR INSULATION SCHEDULE HALL W7 -0 THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS )RAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. March 2, 2018 ... 4v` n N ra 4N3g 1 , gR 967FE , ,� Ovan G. 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TWO CAR GARAGE FINISH ROOM II FOYER II STUDY COVERED ENTRY DIFFUSER LEGEND ® I SUPPLY RETURN EXHAUST FAN FOR REFERENCE ONLY LU 0 oC LU V 1 CD U U U Q W U 1�1 z Q 00 O M W C) z Q M H Of 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 15, 2018 p. Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W � o W J O Q1 T. -I00 ow a00 T UJ Z LU In N N C w = > 00 a It J Q fn O V Q � Ln L ii i U =z0- J a t (1)-0C) W Ln L C 00 m Q° °'�M EO Q E¢ J Q V N J J < Q to 0 tD It O N a 0 Z ti Z z o Z > LU W = Ln N LU LU z g izi O p 0 0 a Z Q w w o z J 0 W Q ZN o J NJ Ln 0 Q m m 0 o U L" U N N O Z O >- a U � W U oLL- w In LU U-L� V) )--i p Ln z SERIAL NUMBER 1014.0 LO Z LL. 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BEDROOM 3 l II II II II LI II I I II ILE l LAUNDRY FINISH ROOM ---T............ .... ..... _......... . .-.._. HALL \-10X1 0 AIR I , FOYER JUMPER I I DINING ROOM C ST COVERED ENTRY 0 DIFFUSER LEGEND ® SUPPLY RETURN ®?EXHAUST FAN FOR REFERENCE ONLY 11 Ml 11 oil '0 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 2, 2018 Rf- t pg R 9673 5 4 t Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj o 0) LU T- °° o(D ®- LO Ob Z LLJ < v) U) N V w N CY)� ti L 00 O LU C,4 _v <t Uji J Lt In LL Z CL , Eco L 0 O ao Lo w ice, -' E ` N J CL U JIt 4 N 0- E i � y E , ; LLJ LU E 3 IU Q LUµ 0 CL Q``_^^ i LIJ -j vJ LL) < Z O N J jj$ C- t O C O € I �I CV U) LU Lij G 3 LU LU E CN C.0 X U J L]' LU UjLU LU U- v: a �,v SERIAL N!JMBFR 1014.0 CD F_ O 2p_ LL. �0 �z z aocn 0 � w 7_ Ly 0C LU � Icy- zm W J wO Ce CL o z 9 w Q >F -o o0 Uj zx� F- in ho W 0Wo W V Q LU 0 =o ULa 0 Lij rLo LU z z x W 0 F- LU OJ =ZQ 0 2�o 0 LUO U 9E m QLU O Ce O Z 0 w QCeoC V L_ w Ca ~zz �0Q =a� W J 0 J a O in ru- O O 0 Ce ao� O CY �. a O z =mo V) z�0(.9 W m op W J x g w Q D 3: U) w 0 U)J W LU 2-Px ¢:5 U F- `)> - M Ce z 0 > 3: V) �gwtn W w O U LUt7, ca aWo LU 0 wW=U) LU 0 �z O p w f—Ug0 Q _ � O w W F- z zzztU_ 0 Oto Z CL O uQ O Z � h a W Q LU Woz w,zQ ri W w QZQ W r O OG��w Qw ujHULyl W 0`m oZ=� �0�� a 0� WW m w U JZJ �00LL- Q U F- 0 ELECTRICAL LEGEND d) SINGLE RECEPTACLE PHOTOCELL - SOFFIT MOUNT DUPLEX RECEPTACLE ® 240V RECEPTACLE ELECTRICAL PANEL SWITCHED RECEPTACLE SPEAKER WIRE FROM TOP OF WALL DUPLEX RECEPTACLE (220 VOLT) �j SINGLE FLOOR RECEPTACLE CHIMES DUPLEX FLOOR RECEPTACLE STRUCTURED PANEL (A.K.A. SMART BOX, COMMUNICATIONS BOX, MEDIA BOX, HOME DIRECTORY) SWITCHED FLOOR RECEPTACLE INTERCOM QUADRAPLEX FLOOR RECEPTACLE GFI GROUND FAULT INTERRUPTER W P WEATHERPROOF GROUND EP ELECTRIC PANEL VP VAPOR PROOF ® RECESS INCAND. (EYEBALL) FIXTURE j SINGLE FLOOD - WALL MOUNTED DOUBLE FLOOD - WALL MOUNTED �j SINGLE FLOOD - SOFFIT MOUNTED DOUBLE FLOOD - SOFFIT MOUNTED HANGING / PENDANT - CEILING HUNG INCANDESCENT FIXTURE - CEILING MOUNTED j INCANDESCENT FIXTURE - WALL MOUNTED ® RECESSED HIGH HAT 2 FT UNDER CABINET FLUOR. FIXTURE �-� 3 FT UNDER CABINET FLUOR. FIXTURE 4 FT UNDER CABINET FLUOR. FIXTURE ® STRIP LIGHT p 12X24 FLUOR. FIXTURE D 12X36 FLUOR. FIXTURE E=7 12X48 FLUOR. FIXTURE 24X48 FLUOR. FIXTURE EXHAUST FAN �o EXHAUST FAN W/ LIGHT 'M. ELECTRIC CO. METER G.M. GAS CO. METER ®SD�CO SMOKE DETECTOR/CARBON MONOXIDE DETECTOR sD SMOKE DETECTOR $ SINGLE POLE SWITCH $, 3 WAY SWITCH $, 4 WAY SWITCH DIMMER SWITCH 4 PUSHBUTTON �o DISCONNECT SWITCH JUNCTION BOX © TV JACK w PHnNF TACK - PREWIRE ONLY GAS TANKLESS- WATER HEATER GFI I GFI MASTER y -_,,BATH AII \\. I MASTER`-�, BEDROOM, / GFI WP W.I.C. GFI "' WP BEDROOM 2�\` I' 11 BATH / 4 ' A RETREAT p OPT. I J OPT m snirn ® SD/CO r / D 3I TV 1 I I LOCATION - -I SINGLE ABOVE OUTLET TO I I Co FIREPLACE----------_ -----FIREPLACE I I ®sD�co GREAT --- �� ROOM / FLOOR FLOOR 0TLET \ OUTLET a _ ------ �-- -- 9p OPT'.L BEDROOM 3 J I OPT. IL 16'-10" 8 -8 �\ TOLL BROTHERS P.M. TO FIELD VERIFY �\ LOCATION PRIOR TO POURING SLAB COVERED coD HT LANAI I w g PROVI E PENDANT NT LIG U -)PRE -WIRE. VERIFY LOCATION13 3 z W/ TOLL BROTHERS P.M. / rif E.M. HB ------------- J /"EMPTY CONDUIT -------------- SURFACE MOUNTED T�0 2 GANG J BOX GFI I GFI ELECTRICAL PANEL W/ BLANK PLATE IN WP; WP GARAGE WP OUTLET FOR WATER SOFTENER LOOP F— — — - i I _ I r�� >< FI r, W p II 11 G.D.O.; TWO CAR IA.H.U.I 1 _---- � GARAGE I - I I L L--- clyrITFMNO/LESS -- I , THAN 6�� A�V D0� I� PULL DOWN ATTIC ACCESS WP ' - W/ LIGHT & GFI \ • SWITCH % I--------------.... �3 ff li U vri. I \ GF - --- FINISHED -9 ROOM 'OPT., jL__jj LAUNDRY GFI I /' GFI 3 ---/- /,� 3 10" X 10" 3 J/'�VGFI WP AIR i �~—JUMPER�" I � �- I PANTR ' O d III I I � F— _--�---� � iiil GFI 'i BREAKFAST I � 0 1 AREA C�, o FII 1 ° I GFI GFI - = a J FOR DW - -\ 00GOURMET II II m < TO DISP KITCHEN I I - FIRST FLOOR ELEC'fRICAL LAYOUT SCALE: 1/4" = 1'-0" SHINGLE DINING ROOM FOYER i ENTRY �OORBELL \ 1 J I STUDY i FOR IRRIGATION LU f'— W V) U U U Q W m F�1 z Q O I- 0 J 00 M 0 Q TO TNr 1 67 OF MY KNOWLEDGE, THE DESIGN DBICHO ON THIS DRAW*; COMPLIES WITH THE APPLICABLE MINIMUM BUILDING ave IN EFFECT AS OF DATE OF CERTIFICATION BELOW. March 15, 2018 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W o ON U.1 o rn J rl 00 �. o ¢ 4-J OC) =3 Irt U zw V) rj L C w= L pw s.N4 r � �' M, 0 ILD + 2 Z li +LW. U w 2 LU VT iC OD m o w `r' - Q 12 _jEo _�Q N E IIJ< 0 U N J `° C Q O N z o z o z 0 LU > ' 0C LU W LU x cn LU Q W z J z o �-- o z o O a U) a Q > _ a w z _j U-)0 w 0 Q Z N J N z Oo m m � o U Uj 0 U N o � Z � � a U W W� W tup W Wm W J x tLU =n LU to z SERIAL NUMBER 1014.0 THERMOSTAT O PHOTOCELL - SOFFIT MOUNT Q PHOTOCELL - WALL MOUNT 0 ELECTRICAL PANEL sP SPEAKER WIRE FROM TOP OF WALL 4 KEYPAD ® CHIMES STRUCTURED PANEL (A.K.A. SMART BOX, COMMUNICATIONS BOX, MEDIA BOX, HOME DIRECTORY) irvr. INTERCOM FOR REFERENCE ONLY GAS TANKLESS- WATER HEATER GFI I GFI MASTER y -_,,BATH AII \\. I MASTER`-�, BEDROOM, / GFI WP W.I.C. GFI "' WP BEDROOM 2�\` I' 11 BATH / 4 ' A RETREAT p OPT. I J OPT m snirn ® SD/CO r / D 3I TV 1 I I LOCATION - -I SINGLE ABOVE OUTLET TO I I Co FIREPLACE----------_ -----FIREPLACE I I ®sD�co GREAT --- �� ROOM / FLOOR FLOOR 0TLET \ OUTLET a _ ------ �-- -- 9p OPT'.L BEDROOM 3 J I OPT. IL 16'-10" 8 -8 �\ TOLL BROTHERS P.M. TO FIELD VERIFY �\ LOCATION PRIOR TO POURING SLAB COVERED coD HT LANAI I w g PROVI E PENDANT NT LIG U -)PRE -WIRE. VERIFY LOCATION13 3 z W/ TOLL BROTHERS P.M. / rif E.M. HB ------------- J /"EMPTY CONDUIT -------------- SURFACE MOUNTED T�0 2 GANG J BOX GFI I GFI ELECTRICAL PANEL W/ BLANK PLATE IN WP; WP GARAGE WP OUTLET FOR WATER SOFTENER LOOP F— — — - i I _ I r�� >< FI r, W p II 11 G.D.O.; TWO CAR IA.H.U.I 1 _---- � GARAGE I - I I L L--- clyrITFMNO/LESS -- I , THAN 6�� A�V D0� I� PULL DOWN ATTIC ACCESS WP ' - W/ LIGHT & GFI \ • SWITCH % I--------------.... �3 ff li U vri. I \ GF - --- FINISHED -9 ROOM 'OPT., jL__jj LAUNDRY GFI I /' GFI 3 ---/- /,� 3 10" X 10" 3 J/'�VGFI WP AIR i �~—JUMPER�" I � �- I PANTR ' O d III I I � F— _--�---� � iiil GFI 'i BREAKFAST I � 0 1 AREA C�, o FII 1 ° I GFI GFI - = a J FOR DW - -\ 00GOURMET II II m < TO DISP KITCHEN I I - FIRST FLOOR ELEC'fRICAL LAYOUT SCALE: 1/4" = 1'-0" SHINGLE DINING ROOM FOYER i ENTRY �OORBELL \ 1 J I STUDY i FOR IRRIGATION LU f'— W V) U U U Q W m F�1 z Q O I- 0 J 00 M 0 Q TO TNr 1 67 OF MY KNOWLEDGE, THE DESIGN DBICHO ON THIS DRAW*; COMPLIES WITH THE APPLICABLE MINIMUM BUILDING ave IN EFFECT AS OF DATE OF CERTIFICATION BELOW. March 15, 2018 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W o ON U.1 o rn J rl 00 �. o ¢ 4-J OC) =3 Irt U zw V) rj L C w= L pw s.N4 r � �' M, 0 ILD + 2 Z li +LW. U w 2 LU VT iC OD m o w `r' - Q 12 _jEo _�Q N E IIJ< 0 U N J `° C Q O N z o z o z 0 LU > ' 0C LU W LU x cn LU Q W z J z o �-- o z o O a U) a Q > _ a w z _j U-)0 w 0 Q Z N J N z Oo m m � o U Uj 0 U N o � Z � � a U W W� W tup W Wm W J x tLU =n LU to z SERIAL NUMBER 1014.0 Q O U CU a CL pp��0 LL m O 00 zz Qom &5 Cf) O _ in- zm O w C) o LUa Q z m w O o 0 0 w 27 ~ Z C1 LL1 3:o z 0 � oL: Uo Z a <0 afw� U LLI 0 Q � Z � Of =5O U) w z w =Q� ~ Q:f Cl C)0 �zQ �LL- o� opo LLJ 00-00 U � U) of0o Q�� O w Q�0:� LU U m z a CQ 0 zz a w Of >- M: w LL- �-a-E M< J J0 Q ooU) 0LU U)U) o of �0 � w0 ofo O 0- O LU m U �oCQ LL] zcri C) v, o C7 zZD&5z >-m'ZQ mJ � Of o Q o 0 z=ow �U)�w O Q U P w U) Of j Q 0— Orf m oofLLJz z O 0 WZZo M LU U) = V o 0 z w m�0-z in 0 Q U w Z z = U) U � Q � LU Q Z a�c=0 cn u) U) Of w O w O M Z C) mo o LLJ �w UNLU�' z 0 w 0 LU 2 ry Z O LA_ � z �V0 Z 0- ) O_ Z f - n w 1 1... 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WP� ,. BATH 2. ® SD/CO \ -71 ............. _. BEDROOM.3 j OPT. ® SD/CO . �', x — — ... _- r 3 LOCATION SINGLE \y I I ABOVE OUTLET TO I I FIREPLAC FIREPLACE I I ®sDico \ --- GREAT L ...............1 /FLOOR �� ROOM FLOOR O TLET ^ OUTLET 8'-811 ` 16'-10" TOLL BROTHERS P.M. TO FIELD VERT 1\(� LOCATION PRIOR TO POURING SL9��\ \ �- m BATH r� HB ._SYSTEM 40 LESS THAN 6" �BV CZO�R 'PULL DOWN ATTIC j / - ACCESS WID kj ' (Qy/ W/ LIGHT & GFI ' .........�.i 1 ......... SWITCH FIRST FLOOR ELECTRICAL LAYOUT SCALE: 1/4" = 1'-0" SHINGLE W ......... _ ' AIR I I / �' WP II / COVERED ENTRY )ORBELL FOR IRRIGATION W V Q W U) O Cfl U U U Q W C0 U Z Q F— Q 11 -MI Vtw TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING INCANDESCENT FIXTURE -WALL MOUNTED ® 2a 36 RECESSED HIGH HAT 2 FT UNDER CABINET FLUOR. FIXTURE 3 FT UNDER CABINET FLUOR. FIXTURE 4 FT UNDER CABINET FLUOR. FIXTURE ® STRIP LIGHT O_ 12X24 FLUOR. FIXTURE D 12X36 FLUOR. 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LLE ads Nf r---- € u= -a i V €U) U iQ LU D 06 LU 00 X10 Q'0i �_ 0 r Z J A, 4Q L F_ Q U) 1014.1 w zw 00 z Q0� z�� 0�= LU �Off �� Ofzm o�J o�o a �M O w Q m wM �O Mow Q �= z MR�:0 UjOf Uj Z U) ow O w 0 ~ Wo Z LU Q 3 O Of U C/)O Q O�z Uj�o U-1 Z w =Q:�E ~Ofo do J ZQ 0 ~ w Uj 00 w0z QU 0- �� Mpw �w z m -zM z COQ U-1 Of } = w w f— a E Of Z j En Q J -J-i o JQ oMv D � cn ��0 0-M � 0z CL >_ p w pp U �MCQ MU)o0 zM&5z >- m w Q C) Q p M w Ujw O Z ULu ¢arym C7 of z 0 p ZZo M2iwcn LU Mw 0 z w i= m��Mz Q 0 LU U Z Z = M C uj < UjwQz 2 a M m p 0!1-W w O M z M M pi Uj CCD ) U j z0w0 W L_ Oz O z a cn 0 z — z w O Q N22zQ zaUj> Uj 2E�oz wLL zQ zWWo craofo "=j C15Q= C15 0 z=—z w�W� MzMw Qo0� C:) co Uj J O O w 1'-2" COUNTERTOPS OUTLET BOX CENTER SIDEWAYS IN BACKSPLASH 2X4 HALF WALL CABINET NOTE: BRACKETS REQUIRED IF COUNTERTOP CANTILEVERS MORE THAN 10" INT -1 KITCHEN HALF WALL DETAIL D8 SCALE: 1/2" = 1'-0" (INT -1) TOLL APPROVED TILE BACKER (REFER TO CONTRACT SPECIFICATIONS) WALL TILE 2X BLOCKING BETWEEN STUDS (3 WALLS) VINYL LINER (3 WALLS) EXTENDED 5" UP WALLS 100% SILICONE SEALANT BETWEEN TILE BACKER AND WET BED FLOOR TILE 2-2X4 THRESHOLD FLOCDSTOP ADJUSTABLE GAUGE COAT WETBED SHOWER DRAIN LINER SET IN SEALANT @ 2" SHOWER DRAIN FLANGE OVER ROOFING FELT NOTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL BE USED IN LIEU OF CERAMIC WHEN MARBLE/ MARBLE TILE OPTIONS ARE SELECTED. INT -4 SHOWER & CURB ON FRAMED FLOOR D8% SCALE: 3/4" = 1'-0" (INT -4) SET MIR�OR 3" FROM SET MIRROR 3" EOFF ACK SPLASH �,,, MIRROR=VANITY -5" ND ,�„ FROM INSIDE CORNER 36" HIGH X (VANITY -5") MIRROR U) - ❑❑ ❑❑ M¢ cr J M: � O Y go �Q - 5� 10 U -j LU o �m , Q 2" MIRROR TRIM 1/4" MIRROR 1/2" RECESS FOR MIRROR VANITY MIRROR INSTALLATION INSTRUCTIONS: 1. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. 2. AT BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE CORNER. (MIRROR TRIM \NQlBE INSTALLED AT INSIDE CORNERS.) 3. UPON STALLATIOIDFWOODTRIM,REMOVEZEMOVABLELIPS(VERIFWIRRORS GLUED BEFORB-MOVINQLLCLIPS)0,NDINSTALMOODTRIMATPERIMETEIWOODTRIMSHOULOBE 12 +/- FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. INT -2 MAS ER BATH MIRROR WOOD TRIM DETAIL D8 SCALE: 1 2" = 1'-0" (INT -1) R TO FLOOR PLAN, ZIES BY MODEL z J w a p oc O 02: o>_ J m U_ 0 LU off °C Q U_ > PLAN NOTE: EXACT SIZE AND SHAPE VAIRES BY MODEL AS WELL AS PLUMBING ACCESORIES. REFER TO ARCHITECTURAL PLANS BY MODEL. INT -5 D8 CORNER SHELF FLOOR TILE 2" SHOWER DRAIN LL: UL Q 00 ,a TILE AT DOOR THRESHOLDLU (1) CERAMIC CORNER SHELF AT 48" A.F.F. WALL TILE SHOWER ELEVATION TANDARD SHOWER SHELF LOCA ALE: 1/2" = V-0" TION (INT -5) DRYER VENT (TYPICAL) GAS PIPE (TYPICAL) FOR GAS DRYER ONLY RYER VENT BOX- TTACH PER MFR. 6TRUCTIONS T. SILL PLATE F SLAB ON GRADE) DRYER VENT (TYPICAL) A f" „Tr- ,,,,nTCAL) t ONLY WITH PEDESTAL NOTE: 1. DRYER VENT BOX TO HAVE "KNOCK OUTS" FOR TOP, BOTTOM, OR REAR VENT LOCATIONS. 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM LENGTHS PER MANUFACTURER'S SPECIFICATIONS. RYER VENT BOX- TTACH PER MFR. JSTRUCTIONS ,T. SILL PLATE ;F SLAB ON GRADE) INT -3 DRYER VENT BOX FOR DRYER ONLY (INT -3) D8 SCALE: 1/2" = 1'-0" TILE OR STONE ON HARDI BACKER BOAR OVEW4' EXT. PLYWOC ON 2X4 FRAMING. VARIES - SEE 2X4 @ 16" O 1 ROW OF TIL - COMPARE MANUFACTURER'S DIM OF TUB & PUMP LOCATION 2X4 LEDGER X XDROP INT X N N N + 2X4 CRIPPLES 2X4 TO BE P.T. SUPPORT UNDER WHEN IN CONTACT TUB AS REQ. BY W/ CONC. MANUFACTURER'S. FR -33 DROP IN TUB DETAIL p8 SCALE: 3/4" = 1'-0" (FR 33) END POST TIED INTO FLOOR JOIST BELOW EXTEND TO BOTTOM OF FLOOR JOISTS,, END POST TO PENETRATE SUBFLOOR. FACE NAIL END POSTT� BLOCKING. 2x BLOCKING BETWEEN FLOOR TRUSS AGAIN END POST.---, FLOOR TRU (FR -34 HALF WALL TIE-IN DETAIL D 8 N.T.S. (FR -34) Q) Z QIz 1 r THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS ivzAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING ;ADE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. tC r /1011 g� nz , P �a �• AR 967 �g Ovan G. 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