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1708 ATLANTIC BEACH DR - PERMIT RES18-0104 DWGS�nrner ioa6ao Bar -ti aaeas _ fie -ciao ismao i' 4' - DATE onck Hi 080 'Ridge d� 15293TO Tt6 Rfi77 2•_21 searing you Top Cord nails to Scob botton aord e.tends -s nd nmis to 1-9 Corner Jnck \ Bearing vmi 8 Vx SECOND FLOOR LAYOUT SCALE: 3/1 6: = 1 I OFFICE COPY ioa6ao Bar -ti aaeas _ fie -ciao ismao DATE 080 02/22/2 18 REF #O 15293TO Tt6 Rfi77 -s 1-9 SECOND FLOOR LAYOUT SCALE: 3/1 6: = 1 I OFFICE COPY FIRST FLOOR LAYOUT SCALE: 3/ 1 611 = 1' BCS BUILDING COMPONENT SUPPLY, INC, 4627 JP HALL BLVD. SUITE 20.6 GREEN COVE SPRINGS, FL 3Z043 0: 904.297.9390 F: 904.529.1 406 BEARING HEIGHTS 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 00/00/1 5 CLIENT I TOLL. BROTHERS SUBDIVISION I ATLANTIC BEACH MODEL I DAVENPORT ELEVATION I CLASSIC LOT # ioa6ao Bar -ti aaeas _ fie -ciao ismao DATE 080 02/22/2 18 REF #O 15293TO Tt6 Rfi77 8 Vx d ® V2 11 vex rzJ12 s J16 6-00-00 JO6 O6 J18 JiB J1B r V03 9 M A. Jib V27S FG03 $ V2B Jt6 4 B n d � a g F ze $ S ver 4 Vx s 26 LJ 4 4 4 121 V22 az v2i __ =—o __ c. __ .v ___ =__ _ >= -__ � S "I u 76-1— Ttt 1oa0-oo r.00ao siiiao Products Floor Truss Connedor List PIotID Length Product Plies Net Qty ManuI Product Qty F13102 20-05-00 onCENTERS LVL 2.0E 1 314" x 16" 2 2U6P 1 HD26-2 2 FBM1 14-09-00 onCENTERO LVL 2.0E 1 3/4" x 16" 2 2 USP THD46 13 FIRST FLOOR LAYOUT SCALE: 3/ 1 611 = 1' BCS BUILDING COMPONENT SUPPLY, INC, 4627 JP HALL BLVD. SUITE 20.6 GREEN COVE SPRINGS, FL 3Z043 0: 904.297.9390 F: 904.529.1 406 BEARING HEIGHTS 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 00/00/1 5 CLIENT I TOLL. BROTHERS SUBDIVISION I ATLANTIC BEACH MODEL I DAVENPORT ELEVATION I CLASSIC LOT # DRAWN BY CJR DATE 080 02/22/2 18 REF #O 15293TO MAP SHOWING PL 0 T PLAN OF LOT 80 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67 PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUAL COUNTY, FLA. CERTIFIED TO: TOLL BROTHERS, INC. --� DENOTES DIRECTION OF FLOW TYPE "A" DRAINAGE ELEVATIONS SHOWN THUS (11.00) WERE TAKEN FROM ENGINEERING PLANS BY TAYLOR & WHITE, INC., DATED 04-15-14 ELEVATIONS SHOWN HEREON REFER TO NAVD OF 1988 �•- moo. pp 10 / 1`1�pQOSE°�a°Q / Q�OQ QIP 371 9�9CF o MODEL "DAVENPORT" LOT SIZE A DRIVEWAY TO R/W 4411 SQ. FT. O of N` - .1 l / / < 35± SQ. FT. RIGHT-OF-WAY LENGTH / TOTAL EASEMENT AREA 413± SQ. FT. TOTAL IMPERVIOUS COVERAGE 3,750± SQ. FT. 57% C? p OOP / o� � - '9000 P.T.POINT OF TANGENCY F� P.C.P. PERMANENT CONTROL POINT \��9 y<° O TREE SCHEDULE LOT SQ. FT. MIN S EASEMENTS/WETLANDS 6,187 ACRES=6,187/4 ,560 0.14 ACRESx40=REQU RED TREE INCHES 5.6 THE REQUIRED N MBER OF TREE INCHES WILL BE MET USING 2" DIAMETER TREES, 70% OF REQUIRED PLANTED TREES SHALL BE CANOPY TYPE WITH NO MORE 1HAN 50% OF THE SAME SPECIES. NOTE: BUILDER TO MAINTAIN 3.0° BETWEEN A/C PAD AND PROPERTY LINE. BUILDERS ENDORSEMENT SIGNED: NAME: DATE: ALL PAVERS ALL MEASUREMENTS ESTIMATED FRONT 730± SQ. FT. BACK 250± SQ. FE LOT 80 MODEL "DAVENPORT" LOT SIZE A DRIVEWAY TO R/W 4411 SQ. FT. O 220± SQ, FT. ENTRY WALK 35± SQ. FT. RIGHT-OF-WAY LENGTH 55.00 FT. TOTAL EASEMENT AREA 413± SQ. FT. TOTAL IMPERVIOUS COVERAGE 3,750± SQ. FT. 57% —4 OOP BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY - '9000 P.T.POINT OF TANGENCY F� P.C.P. PERMANENT CONTROL POINT \��9 y<° O P.C. POINT OF CURVE P.R.C. = PONT OF REVERSE CURVE I ALL PAVERS ALL MEASUREMENTS ESTIMATED FRONT 730± SQ. FT. BACK 250± SQ. FE LOT 80 MODEL "DAVENPORT" LOT SIZE 6,600± SQ. FT. DRIVEWAY TO R/W 4411 SQ. FT. APPROXIMATE SIDEWALK 220± SQ, FT. ENTRY WALK 35± SQ. FT. RIGHT-OF-WAY LENGTH 55.00 FT. TOTAL EASEMENT AREA 413± SQ. FT. TOTAL IMPERVIOUS COVERAGE 3,750± SQ. FT. 57% DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN ON FLOOD INSURANCE RATE MAP 0406 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13 ALL AMERICAN SURVEYORS OR FLORIDA, INC. LAND SURVEYORS - 3751 SAN JOSE PLACE, SUITE 15 - JACKSONVILLE, FLORIDA, 32257 - 904/279-0088 - LICENSED LAND BUSINESS NO. 3857 Legend (;UV COVERED FND. = FOUND ESM- EASEMENT CONIC = CONCRETE MON. MONUMENT I.P. IRON PIPE I.R. IRON ROD A = DELTA ANGLE CH CHORD A = ARC LENGTH R RADIUS (CALC.) - CALCULATED (D) DEED P = PLAT R = RADIAL LINE rC CENTER LINE R/W RIGHT-OF-WAY FENCE (W) = WITNESS F. B. X F.F.E. = FINISH FLOOR ELEVATION - 5 A/C = AIR CONDITIONER II I.D. = IDENTIFICATION P.R.M. = PERMANENT REFERENCE SKETCH FOR PLOT PLAN ONLY - DOES NOT REPRESENT OR PURPORT TO SHOW —4 MONUMENT BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY - P.T.POINT OF TANGENCY P.C.P. PERMANENT CONTROL POINT ALL P.C. POINT OF CURVE P.R.C. = PONT OF REVERSE CURVE I AMERICAN P. C. G. - PONT OF COMPOUND CURVE R= O.R.L.BUILDING RESTRICTION SURVEY NOT VALID UNLESS EMBOSSED BY SEAL SU SURVEYORS F.P.&L.= FLORIDA POWER & LIGHT JAMES D. HARRISON. JR., No. 2647 FLORIDA, (TVP') = TYPICAL NG/D � NATIONAL GEODETIC VERTICAL MICHAEL A. GARRETT, No. 6643 /NC. DATUM NAVD NORTH AMERICAN VERTICAL DATUM SCALE 1"=20' J P.I.= POINT OF INTERSECTION EOW = EDGE OF WATER DATE 02-14-18 TOB = TOP OF BANK OR. BY BRB DIR. P:\2018\83447-161382-plo{pfan �IbA-RtGISTERED RVEYOR ffiEr MAPPER — 8 ORDER NO. 161382 FILE 83447 MAP SHOWING PL 0 T PLAN OF LOT 80 AS SHOWN ON NIAP 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. ---n DENOTES DIRECTION OF FLOW TYPE "A" DRAINAGE ELEVATIONS SHOWN THUS (11.00) WERE TAKEN FROM ENGINEERING PLANS BY TAYLOR & WHITE, INC., DATED 04-15-14 ELEVATIONS SHOWN HEREON \ REFER TO NAVD OF 1988 Ih\'Go �p"ESR �ROJ gR% / N LQ 0 \ Q kW OJ \ an� h jos �0 l 0- y O 00 S� op �004��otP' c,•y��`�� <��4 QOS /per 1�ri- k1 o 9 LOT SQ. Fl. MINUS EASEMENTS/WETLANDS 6,187 �j 7/43,560 0.14 O �vO•e°SF.��O°e GOP\. ! ED NUMBER OF TREE INCHES WILL BE MET TREES. PLANTED TREES SHALL BE CANOPY TYPE, RE THAN 50% OF THE SAME SPECIES. lk VV 55.00 FT. TOTAL EASEMENT AREA J /S PIG T51 COV. -COVERED FOUND \yF �� Q G o�90yOS�0 f�0/GO Q5F,0 it - OENTIFICAM N P.R.M. - PERMANENT REFERENCE BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY 1)"s CONIC - CONCRETE MON. - MONUM op �004��otP' c,•y��`�� <��4 QOS /per 1�ri- k1 o NOTE: BUILDER TO MAINTAIN 3.0' BETWEEN A/C PAD AND PROPERTY LINE. BUILDERS ENDORSEMENT SIGNED: NAME: DATE: O TREE SCHEDULE LOT SQ. Fl. MINUS EASEMENTS/WETLANDS 6,187 ACRES= 6,1 7/43,560 0.14 lACRESx40= REQUIRED TREE INCHES 5.6 THE REQUI USING 2" DIAMETER 70% OF REQUIRED WITH NOM ED NUMBER OF TREE INCHES WILL BE MET TREES. PLANTED TREES SHALL BE CANOPY TYPE, RE THAN 50% OF THE SAME SPECIES. NOTE: BUILDER TO MAINTAIN 3.0' BETWEEN A/C PAD AND PROPERTY LINE. BUILDERS ENDORSEMENT SIGNED: NAME: DATE: O MODEL "DAVENPORT" LOT SIZE 6,600± SQ. FT. DRIVEWAY TO R/W 441± SQ. FT. HPOA 220± SQ. FT. ENTRY WALK 35± SQ. FT. RIGHT-OF-WAY LENGTH 55.00 FT. TOTAL EASEMENT AREA 413± SQ. FT. TOTAL IMPERVIOUS COVERAGE 3,750± SQ. FT. 57% T51 COV. -COVERED FOUND \yF �� Q G o�90yOS�0 4 ESM - EASEMENT - OENTIFICAM N P.R.M. - PERMANENT REFERENCE GOMMUNiT 1 utVELOPMENT APP, eL) ALL PAVERS ALL MEASUREMENTS ESTIMATED FRONT 730± SQ. FT. BACK 250± SQ. FT. LOT 80 MODEL "DAVENPORT" LOT SIZE 6,600± SQ. FT. DRIVEWAY TO R/W 441± SQ. FT. APPROXIMATE SIDEWALK 220± SQ. FT. ENTRY WALK 35± SQ. FT. RIGHT-OF-WAY LENGTH 55.00 FT. TOTAL EASEMENT AREA 413± SQ. FT. TOTAL IMPERVIOUS COVERAGE 3,750± SQ. FT. 57% DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN ON FLOOD INSURANCE RATE MAP 0406 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 T51 COV. -COVERED FOUND F.F.E. -FINISH FLOOR ELEVATIONFND. .11 ER ADC SKETCH FOR PLOT PLAN ONLY - DOES NOT REPRESENT OR PURPORT TO SHOW 4 ESM - EASEMENT - OENTIFICAM N P.R.M. - PERMANENT REFERENCE BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY CONIC - CONCRETE MON. - MONUM MONUMENT ALL RON PIPE P.T. -I.P POINT OF TANGENCY P.C.P. - PERMANENT CONTROL POINT AMERICAN LR. - IRON ROD A DELTA AN E P.C. -POINT OF CURVE P.R.C. - POINT OF REVERSE CURVE SURVEYORS CH CHORD P.C.C. -POINT OF COMPOUND CURVE SURVEY NOT VALID UNLESS EMBOSSED BY SEAL OF FLORIDA, R a RAO USS B.R.L. = BUILDING RESTRICTION JAMES D. HARRISON, JR., No. 2647 INC. (CALC.) - CALCULA F.P.&L- FLORIDA POWER & LIGHT (T>P•) - TYPICAL MICHAEL A. GARRETT. No. 6643 D - DEED S{P)) = PLAT NGVO — NATIONAL GEODETIC VERTICAL 1"=20' J (R) - RADIAL LIE rL - CENTER LINE DATUM NAVD - NORTH AMERICAN VERTICAL SCALE �7 J' - 9 R/W - RIGHT -OF WAY DATUM P.I. - POINT OFINTERSECTION / —x— -FENCE EOW -EDGE OFF WATER DATE 02-14-18 FLO A R GISTERED RVEYOR MAPPER -8 (W) - WITNESS TOB = TOP OF BANK BRB P:\2018\83447-161382—plotplan ORDER NO. 161382 FILE 83447 F. 8. X DR. BY DIR, DESIGN SPECIFICATIONS USP CONNECTO DESIGN CODE: (TILE TRIBUTARY AREA (sf) 2017 FLORIDA BUILDING C(,l)E - RESIDENTIAL EDGE STRIP 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 +25.6 -27.7 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 T/ln nLlnnn nrnn I nnn r rr\ 1!1 nc.f COMPONENTS & CLADDING ALLOWABLE DESIGN PRESSURES TRIBUTARY AREA (sf) INTERIOR EDGE STRIP ZONE DOOR 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 450 (8'x7') _28 8 2 CAR USP RT7 GARAGE +21.8 DOOR (1)A35 + (4)12d TOE NAILS (16'x7') _23 9 (-ONNECTOR SYP UPLIFT SPF FASTENERS (1)2x4 SPF #2 USP A35 450 450 (9)10dx11/2" RAISED HEADER USP RT7 585 495 5 8d EA. EN (1)A35 + (4)12d TOE NAILS USP RTBA 775 650 (5)10dx1'/2" Ek. END USP MTW12 1195 860 (7)1Odx1'/2" Ek. END USP HTW20 1450 1245 (12)10dx1'/2" A. END FRAMING 2x4 MEMBERS: y Ivr t..nvrw v�r+v wrw LV PST �IILt JY111VbLtJ) "' F'�" VJr MJIAL9 lo�ru I'tJJ to/Iva LA. try 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. E D DEFLECTION CRITERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 1/,"0 ROD TO FTG. ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 SHALL BE PERMITTED USP JUS28 1305 1305 (6)10d 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 /B"0 ROD TO FTG. WIND OAOIN OR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A 5 LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 5/B"0 ROD w/ (12)16d ASCE 7-1MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSFPLUS -PRESSURE AND MINUS = SUCTION. USP PAU66 2535 5/e"0 ROD w/ (12)16d BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS - OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR USP MSTAM24 1545 1455 (5)/, "x2-1/4 TAPCONS FWINDOWS/DOORSFASTENING TO THE WALL FRAMING IS THE LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED DESIGN 0 BY 0.75 WHEN COMBINED w/ DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET SIMPSON CONNECTORS THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. BASIC WIND SPEED (ASCE 7-10) - - - - - - - - - - 130 MPH IMPORTANCE FACTOR --------------- 1.004-24 - UPLIFT MEAN ROOF HEIGHT ---------------- 25.0 FT r__ --� a a CONNECTOR SYP SPF FASTENERS i t ROOF PITCH - - - - - - - - - - - - - - - - - - - 7/12 ° A35 450 450 12-8dx1'/2" BUILDING CATEGORY - - - - - - - - - - - - - - - - II a H2.5T 600 520 5-8d EA. END EXPOSURE CATEGORY - - - - - - - - - - - - - - - C DENOTES EDGE STRIP. r-' SEE C & C CHART HTS16 1150 1085 16-10d EA. END ENCLOSURE CLASSIFICATION - - - - - - - - - - - -ENCLOSED ° t INTERNAL PRESSURE COEFFICIENT - - - - - - - - - - t .18 t ABOVE FOR 'a' DIMENSION MTS12 1000 860 7-10dx1'/2" EA. END ° HTS20 1450 1245 24-10dx1'/2" EA END L-- --J MSTA24 1765 1270 9-10d EA. END MATERIAL SPECIFICATIONS Ira MSTA36 2050 1870 13-10d EA. END -1 I I ° HARDWARE AND ANCHORS: l --J18-16d TO TRU S/BEAM ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH [NOT ACTUAL PLAN] -r-at �I`al HTT4 3480 3080 1-5/6"o ROD TO FTG. ASTM A 307 OR ASTM F 1554 GRADE 36. WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). SCOPE OF SERVICE 32-16d TO TRUSS/BEAM NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. HTT5 5250 4670 1-5/e"0 ROD TO FTG. METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: LUS28 930 780 6-10d TO HEADER RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE 4-10d TO JOIST DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE '/a" FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR 14-16d TO HEADER LARGER THAN REBAR SIX AND '/e" LARGER THAN THREADED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU410 905 785 LARGE.) OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JOIST ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT ABU44 2200 5/e"0 ROD EPDXIED 6" MIN (DUAL CARTRIDGE INSTALLATION ONLY): DOCUMENTS. ABU66 2300 5/8"0 ROD EPDXIED 6" MIN 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 EPDXY TIE STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, 10-16d TO STUD BEAM POST WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 / LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-'/2"0 ROD TO TG. SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT LSTA12 805 695 10-10d MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 1705 13-8d GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS FL# CODE FL# CODE 10446.4 11478.3 10456.6 10456.3 13872.3 13872.4 13872.8 11496.2 11496.2 10655.113 10531.36 10849.6 10849.6 11506.4 11496.3 13872.5 10852.1 FLOOR SHEATHING SPECIFICATIONS 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON @ 6" O.C. EDGE & FIELD ROOF SHEATHING SPECIFICATIONS: HIN - MIN24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABI 1= ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 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 DECREA'.E EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF ED E). 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 I)ECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE), WALL SHEATHING SPECIFICATIONS: FLEXIBLE FINISH -MIN. 7/6", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d @ 4" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. STUCCO FINISH. -MIN. 7&", 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 TD UPPER TOP PLATE. MASONRY SPECIFICATIONS: MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC153l GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAYCOMPRESSIVE STRENGTH OF 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/e PLACED AT AN 8" TO 11" SLUMP, MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. CONTRACTOR SHALL BE RI SPONS18LE 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 STEM WALLS: ALLCONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C9OE, E GRADE N-1 HOLLOW CONCRET- MASONRY UNITS WITH TYPE S MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT WITH - #4 @ 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE NCREASED AS NOTED ON 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". CLAY MASONRY RICK): BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. CONCRE�SPECIFICATION& 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: S SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING DESIGN MAXIM FOOTINGS AND FOUNDATION ( UM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOM ENDED 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 957. MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES CONDUITS ELECTRICAL EMBEDS STEP HEIGHTS FOUNDATION PLAN ONLY CO ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOC TION 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 OCATION 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 #3 048" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS CONCRETE SLABS ON GRADE: SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENT104 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 AASONRY, 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 ATTACHED FASTENERS SHALL BE STAINLESS STEEL. PRE-ENGINEERED WOOD TRUSSES: SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS -TO -TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY 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 SPECIFICATION& 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 MANUFACTURER'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 ABB VIATIONS MEMBERS CONNECTION FASTENER INTERIOR LOAD BEARING WALL TYPE LINTEL DIMENSION MIN. BRG. MAX. SPAN ® ® BUILT-UP POST IN THE WALL TOP PLATE TO TOP PLATE FACE NAIL 2 -GUN NAILS @ 12" STAG. L3'/2 x3'/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" W-011 (2)2x8-1/2 SIZE, JACK AND DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3 -GUN NAILS DESIGNATES SHEARWALL. THE (2)2x8-1/ KING STUD QUANTITY. L5x3'/2 %1/4 6" 10'-0" HIDDEN LINE DESIGNATES SIDE OF RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6") GUN NAIL @ 6' WALL THE SHEARWALL SHEATHING 1-6x3'/2 "x'/a 6" 12'-0"SW 3"/6" TO BE APPLIED. 8d 0 3/6 CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5 -GUN NAILS DESIGNATES 8d COMMONS ® 3" L7x3'/2 "x'/a 6" 16'-0" O.C. EDGE & 6" O.C. "IN THE CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4 -GUN NAILS FIELD" 1. STEEL LINTELS TO BE MINIMAL 36" CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8 -GUN NAILS LINTEL MUST HAVE CORROSION BRICK TRUSS TO PLATE TOE NAIL (2-16d 3 -GUN NAILS RESISTANT COATING OF EPDXY BASED VENEER ADJ - ADJACENT LG - Long JOIST /TRUSS ) PAINT. I = I BM - BEAM MANUF - Ma ufacture RAFTER TO PLATE TOE NAIL (3-8d) 3 -GUN NAILS WEATHER BOT -BOTTOM MONO - Monolithic 2. LINTEL MORE THAN 8'-0". SHOULDI-- I BARRIER BRG - BEARING OC - On Cen er JACK RAFTER TO HIP TOE NAIL (3-10d) 4 -GUN NAILS BE LATERALLY SUPPORTED NOT TO I =I CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board DBL - DOUBLE PERP - Perp ndicular ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3 -GUN NAILS EXCEED 6 FT. O.C. w/ 2-/,x3" WD. I i== i DIA - DIAMETER PRE ENG - P e Engineered CONT. HEADER, TWO PIECES FACE NAIL 16d@ 16" O.C. @ EDGE SCREWS INTO HEADER PROVIDE A 1/2" 6-=� LINTEL EA - EACH PSF - Pounds per Square Foot ATTACHMENT VERTICAL SLOTTED HOLE FOR SCREW, I I EE - EACH END PSI - Pounds per Square Inch CONT. HEADER TO STUD TOE NAIL 3-16d 4 -GUN NAILS It===1 SEE NOTE 2 ( ) I I EOR -ENGINEER OF RECORD PT - PRESSU RETREATED STUD TO SOLE PLATE TOE NAIL (3-16d) 4 -GUN NAILS 3. BRICK VENEER ATTACHMENT: __j EQ - EQUAL QT - Quick Te HORIZONTAL TIES @ 24" O.C., VERT. EXT - EXTERIOR REINF - ReinIlDrce SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d @ 16") GUN NAIL @ 8"TIES @ 12" O.C.. (FOR 130mph HEADER, FLASHING FBC - FLORIDA BUILDING CODE SF - Square oot WIND -ZONE VERT. TIES @ 16" O.C.). SEE PLANFDN - FOUNDATION SPF -Spruce Pine Fur NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN BRICK LINTEL, FT - FOOT SYP - Southern Yellow Pine SEE SCHEDULE 3"x0.131"0 = GUN NAILS 2"x0.113"0 = RINK SHANK 12" OF OPENINGS. PROVIDE3/,6"O WEEP FTG - FOOTING THRU - Through 2"x0.113"O = 6d 2'/2"x0.131"0 = 8d HDR - HEADER TYP - Typical HOLES @ 33" O.C. IMMEDIATELY ABOVE SECTION VIEW HORIZ - HORIZONTAL LION - Unless Otherwise Noted 3"x0.148"O = 10d 3/2"x0.162'0 = 16d FLASHING. OF BRICK LINTEL LBS - POUNDS VERT - Verti al 1'/2%0.148"0 = 10dx1'/Z " 1'/2 "x0.131 "O = 8dx1'/Z " WWF - Welde Wire Fabric TYPICAL WALL FRAMING NOTES: 1. USE SPF#2 OR BETTER FOR ALL WALL STUDS.. 2. USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 3. USE SYP#2 FOR ALL HEADERS 4. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR FLOOR BEARING ELEVATION, U.O.N. ON PLAN. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/10d MASONRY CUT NAILS @ 48" O.C. MINIMUM. SEE FOUNDATION PLAN ADDITIONAL ANCHORS AT SHEARWALLS SEE PLAN FOR STgD SIZE AND O.C. SPACING. WITHIN FLOOR SYSTEM WHERE POST IS ABOVE. 8d COMMON 'I @ 3" 0. C. f- -------- 1 I I L---- - SYP#2 DBL. SEE 5/SO 0. TOP PLATE. 11 FULL HEIGHT SHEATHING TO BE CONTINUOUS TO UPPER TOP PLATE. TYPICAL STUD NAILING: 0.131x3" END NAILS: (2) @ 2x4, (3) @ 2x6, (4) @ 2x8. ROOF SHEATHING, SEE SPECIFICATIONS. SEE 5/SO.0. 2x -BLOCKING ONLY REQUIRED IF SHEARWALL. " Q LL. IYPICAL HEADER NAILING TYPICAL D OU OP 0.131X3" TOE NAILS 2X6, 2x8 = (5) NAILS TYPICAL TOP PLATE NAILING: PLATE SPLICE _0" MIN. SPLICE LEN( 2x10, 2x12 = (7) NAILS FASTEN ALL TOP PLATES / (16) 0.131x" NAILS 9" LVL, 11" LVL = (7) NAILS TOGETHER w/ (3) ROWS EVENLY SPACE 14" LVL, 16" LVL = (9) NAILS OF .131x3 @ 12" O.C. STAGGERED. 6I MAX. ----__ FASTEN LOWER STUD PERMANENT TRUSS ;I 8d TO TALLER STUD w/ BRACING BY OTHER. I COMMON 2 -ROWS OF 10d COMS If @ 3" O.C. @ 12" O.C. FULL HEIGHT ANCHOR AT INTERIOR WALLS TYPICAL SOLE `- TYPICALLY 33j" FULL II PLATE NAILING: HEIGHT THREADED I� 0.131x3" TOE NAILS: RODS @ 6'-0" O.C. I1 (3) @ 2x4, I 1 (4) @ 2x6, { (5) @ 24. BLOCKING ONLY REQUIRED AT SHEARWALLS AND II PT. SYP#2 STUCCO FINISH. Ii SOLE PLATE. I, E� WALL SHEATHING j SEE DETAIL 1 /SO.1 a e 4. 11 FOR SPLICING a 16d COMMONS 11 OPTIONS. FLOOR SHEATHING NG,r C ; WALL FRAMING AT SEE SPECIFICATION I PLATE CHANGE CONDITION N SYP#2 DBL. HEADER, TOP PLATE. PER PLAN. DROPPED HEAD OR SILL PLATES w ` TRUSSES. RIPPED TO FIT (1)2x4 SPF #2 (4)12d TOE NAILS `� (2)2x4 SPF #2 WITH GAP SHOWN. RAISED HEADER (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS 5 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS 2Y" SYP#2 HEADER, # PER PLANS . ATTACHMENTS MUST ANCHOR INTO 2x MATERIAL. 24" ARCHED TRANSOM OPTION SEE RIGHT. WINDOW SILL SEE SCHEDULE FOR SILL SIZE AND CONNECTION EACH END. 022" 2Y4 Tb JACK AND a I ' I� I I TYPICAL WALL FRAMING I SEE 1 /S0.1. BLOCKING ONLY REQUIRED AT SHEARWALLS AND--/ STUCCO FINISH. INTERIOR BEARING WALL: SEE SCHEDULE FOR STUD SIZE AND O.C. SPACING. WALL SHEATHING SEE DETAIL 1 /SO.1 FOR SPLICING OPTIONS. II11 WALL SHEATHING TO I, 11 SOLE PLATE II `; SEE DETA L> SEE DETAILS II RAISE Ye" FROM 8d @ 3" I II BOTTOM OF SOLE II �ON S1.01- - - ON S1.01 - I� PLAN AND FASTEN - - - - - -I F - - - w/8d COMMON @ 3" I' I O.C. I I I I I I L--------- I---------- L-------� SINGLE STORY MULTY STORY 12� TYP. WALL SECTIONS ).0 SIMPSON \\ SDWC15600 SEE ROOF -11-L FRAMING PLAN FOR EXTEND SHEATHING VERT. DETAILS. \-TO TOP OF TRUSS AS SHOWN. PROVIDE 2x4 BLOCKING AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE SPECIFICATIONS BELOW. HEEL > PRE-ENGINEERED WOOD 2x SPF BLOCKINGROOF DROPPED HEAD OR SILL PLATES w ` TRUSSES. RIPPED TO FIT (1)2x4 SPF #2 (4)12d TOE NAILS `� (2)2x4 SPF #2 WITH GAP SHOWN. d (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS 5 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS 2Y" SYP#2 HEADER, # PER PLANS . ATTACHMENTS MUST ANCHOR INTO 2x MATERIAL. 24" SIMPSON SDWC15600 022" 2Y4 Tb JACK AND : It SEE ROOF \ N • KING STUDS, FRAMING 2x4 MEMBERS: y SEE PLAN. PLAN FOR (1) ROW OF 1 O I SIMPSON DETAILS. SHEATHING MAY I SDWC15600 I SEE ROOF SIMPSON WINDOW SILL SEE TERMINATE AT SIMPSON FRAMING SDWC15600 SCHEDULE. TOP 01 DBL. SDWC15600 I PLAN FOR SEE NOTE 1. TOP PI ATE. SEE NOTE 1. UPPER LEVEL POSTS & JACK I DETAILS. TYPICAL CONNECTION „ 5 < HEEL < 1'-0 STUDS. HEEL < 5" NOTES: ( 3) ROWS 12d 1. TOP PLATE TO STUD SD NC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS. 2. H2.5T MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T AT TOP PLATE TO STUD SPACE @ 48" O.C. SEE 8/SO.0. 5 ROOF TRUSS CONNECTION (3)ROWS OF 5" 4'-0"1 MIN. WINDOW SILL SCHEDULE Rour.Hj OPENING DROPPED HEAD OR SILL PLATES MINIMUM ENO FASTENER EACH ENO 5 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS 4 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS S 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS 5 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS ARCHED TRANSOM OPTION: 2x SPF DIAGONAL BLOCKING FOUNDATION SEE PLAN a ' . + y ' • a 12"11/2 ' 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. rhonnnrn urnr�ro nnalnlTlnal 3x3xY4" SLOTTED 2 I WASHER PUSHED TO OUTSIDE 3x3xYa' SLOTTED I FACE OF WALL. NASHER PUSHED I FO OUTSIDE -ACE OF WALL. PLAN VIEW = I_ 12"12" II 1 Y2"� I�i PT. SYP#2 MAX. MIN. SILL PLATE. SOLE PLATE BREAK THREADED ROD EPDXIED 4" OR Y2"0x6" SIMPSON TITEN HD. SECTION VIEW SOLE PLATE ANCHOR OR HOLD DOWN. BUTT JOINT SOLE PLATE ANCHOR SCHEDULE DROPPED HEADEREA. FASTENED w/ 3-0.131"x3" END TYPICAL. SHEATHING MAY EXTEND 2" EXT. WALL SPACING SHEARWALLS WASHER SPACING SPEC. EMBEDMENT DEPTH EDGE DISTANCE Y2"0 EPDXY PAST BLOCKING- WINDOW 24" 3x3xO.229" 4" 2Y" SYP#2 HEADER, # PER PLANS . ATTACHMENTS MUST ANCHOR INTO 2x MATERIAL. 24" 3x3xO.229" 022" 2Y4 Tb JACK AND r 3 PLY BEAM. • \ N • KING STUDS, 2x4 MEMBERS: y SEE PLAN. _ (1) ROW OF 1 O AT TWO STORY CONDITIONS, (4) ROWS 12d WINDOW SILL SEE PROVIDE SOLID BLOCKING SCHEDULE. WITHIN FLOOR SYSTEM AT ALL UPPER LEVEL POSTS & JACK EA. SIDE. STUDS. SDWC15600 SCREW ( 3) ROWS 12d (2) ROW OF 1Od NAILS @ 4" O.C. _V AT 12" O.C. STAGGERED EA. SIDE. SEE 8/SO.0. FOUNDATION SEE PLAN a ' . + y ' • a 12"11/2 ' 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. rhonnnrn urnr�ro nnalnlTlnal 3x3xY4" SLOTTED 2 I WASHER PUSHED TO OUTSIDE 3x3xYa' SLOTTED I FACE OF WALL. NASHER PUSHED I FO OUTSIDE -ACE OF WALL. PLAN VIEW = I_ 12"12" II 1 Y2"� I�i PT. SYP#2 MAX. MIN. SILL PLATE. SOLE PLATE BREAK THREADED ROD EPDXIED 4" OR Y2"0x6" SIMPSON TITEN HD. SECTION VIEW SOLE PLATE ANCHOR OR HOLD DOWN. BUTT JOINT NOTES: 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO CORNERS AND PLATE BREAKS AND KING STUDS, 2. WASHERS SHALL BE SLOTTED. 3. AS AN ALTERNATE TO THE 3"X3"XY4" PLAIT WASHER, A 3"X3"X'/8" W/ 11/2"0 ROUND STEEL WASHER MAY BE USED. SOLE PLATE ANCHOR DETAIL Et SCHEDULE SCALE: 3/4" = 1' -0 - SOLE PLATE ANCHOR SCHEDULE ANCHOR EXT. WALL SPACING SHEARWALLS WASHER SPACING SPEC. EMBEDMENT DEPTH EDGE DISTANCE Y2"0 EPDXY 42" 24" 3x3xO.229" 4" 2Y" )1"0x6" TITEN HD 42" 24" 3x3xO.229" 022" 2Y4 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" PLAIT WASHER, A 3"X3"X'/8" W/ 11/2"0 ROUND STEEL WASHER MAY BE USED. SOLE PLATE ANCHOR DETAIL Et SCHEDULE SCALE: 3/4" = 1' -0 - S0.0 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 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. R SILL L HEPLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. (2)12d TOE NAILS E.E. (MIN) e y. II SOLE PLATE CONNECTOR SOLE PLATE ANCHOR LOCATED WITHIN 6" OF STUD PER SCHEDULE PACK. OMIT IF SHEARWALL HOLD DOWN IS SPECIFIED SINGLE STORY i1 TYPICAL HEADER STRAPPING 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 3'-6' STRAPPING NOT REQUIRED AT LOWER LEVEL HEADERS UNLESS SPECIFIED ON PLAN TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. SCHEDULE ROUGH OPN'G, SEE ARCH. MULTI STORY (STACKED WINDOWS BOUNDARY OF - SHEATHING. EXAMPLE OF Pq NEL EDGE w/ BLOCKING WHERE REQUIRED BY GENERAL NOTES. NAIL SPACINGAT SUPPORTED ED ES,� GENERAL NOTES. EXAMPLE OF UNSUPPORTED (UNBLOCKED) PANEL EDGE (TYPICAL). NAILING TO INTERMEDIATE SUPPORT IS 6" 0. MAX. - LION). RATED SHEATHING, SEE GENERAL NOTES. ROOF TRUSSES, OR FLOOR JOISTS. ROOFAND 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. WALL INTERSECTION ONA VI E SECTION F CORNER CONDITIONS • RNER WALL INTERSECTION CONDITIONS CONDITIONS NOTES: 1. OVERLAP P PLATES AT CORNERS AND INTERSECTIONS. 2. DENOTES 3"x0.131" GUN NAILS @ 6" O.C. VERTICAL. 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE. 4. SOLE PLAT ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED. 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE OPTIONS A E SHOWN. FRAMED WALL CORNER AND INTE ECTIONS STUDS CONFIGHRATIC�NS SEE DETAIL AT RIGHT. NOT 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 I SCREW PLATE TO HEADER: �I SDWC SCREW @ L 24" O.C. 2X4 WALL HEADER FASTENING SECTION KING STUD TO FRAMING BELOW: CS18 STRAP W/6-10DX1Y2" NAILS EACH END. STRAP ATTACHMENT CAN STUD OR 2X1O WALL. FFICE BLOCKING FASTEN STRAP NOTINTERIORRREQUIR DR ATDTHEFFOLLOWING: N/8 -10d COMMONS GABLE ENDS OR JACK TRUSSES LESS MULTISTORY THAN 8' OR OPENINGS LESS THAN 3'-6" UNSTACKED WINDOWS REVIEWED FOR CODE COMPLIA11", CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS Lou Vontigo and Assciates. Inc. 420sceola Avenue Jax. Be ch, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # $344 SC: CA# 3579 CJ (3) ROW OF 10d @ 8" O.. NAILS C • 2 PLY STAGGERED• ..� •• H'g5 BEAM. N b o , Tb r 3 PLY BEAM. • \ N • \ N 2x4 MEMBERS: y _ (1) ROW OF 1 O (4) ROWS 12d NAILS @ 4" O.C. AT 12" O.C. EA. SIDE. 2x6 MEMBERS: ( 3) ROWS 12d (2) ROW OF 1Od NAILS @ 4" O.C. _V AT 12" O.C. STAGGERED EA. SIDE. 2 & 3 PLY BEAMS 2x4 OR 2x6 POST 2x8 POST (3)ROWS OF 5" (3)ROWS OF 6%4" TRUSSLOK TRUSSLOK ENGINEERED WOOD ENGINEERED WOOD FASTENERS @ 24"o.c FASTENERS @ 24"o.c AS SHOWN AS SHOWN 3 -PLY 4 -PLY 14" LVL AND GREATER NOTES: 1. TYP. CONNECTION AT STUD COLUMNS, JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS BUILT-UP MEMBER FASTENING S0.0 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 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. R SILL L HEPLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. (2)12d TOE NAILS E.E. (MIN) e y. II SOLE PLATE CONNECTOR SOLE PLATE ANCHOR LOCATED WITHIN 6" OF STUD PER SCHEDULE PACK. OMIT IF SHEARWALL HOLD DOWN IS SPECIFIED SINGLE STORY i1 TYPICAL HEADER STRAPPING 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 3'-6' STRAPPING NOT REQUIRED AT LOWER LEVEL HEADERS UNLESS SPECIFIED ON PLAN TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. SCHEDULE ROUGH OPN'G, SEE ARCH. MULTI STORY (STACKED WINDOWS BOUNDARY OF - SHEATHING. EXAMPLE OF Pq NEL EDGE w/ BLOCKING WHERE REQUIRED BY GENERAL NOTES. NAIL SPACINGAT SUPPORTED ED ES,� GENERAL NOTES. EXAMPLE OF UNSUPPORTED (UNBLOCKED) PANEL EDGE (TYPICAL). NAILING TO INTERMEDIATE SUPPORT IS 6" 0. MAX. - LION). RATED SHEATHING, SEE GENERAL NOTES. ROOF TRUSSES, OR FLOOR JOISTS. ROOFAND 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. WALL INTERSECTION ONA VI E SECTION F CORNER CONDITIONS • RNER WALL INTERSECTION CONDITIONS CONDITIONS NOTES: 1. OVERLAP P PLATES AT CORNERS AND INTERSECTIONS. 2. DENOTES 3"x0.131" GUN NAILS @ 6" O.C. VERTICAL. 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE. 4. SOLE PLAT ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED. 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE OPTIONS A E SHOWN. FRAMED WALL CORNER AND INTE ECTIONS STUDS CONFIGHRATIC�NS SEE DETAIL AT RIGHT. NOT 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 I SCREW PLATE TO HEADER: �I SDWC SCREW @ L 24" O.C. 2X4 WALL HEADER FASTENING SECTION KING STUD TO FRAMING BELOW: CS18 STRAP W/6-10DX1Y2" NAILS EACH END. STRAP ATTACHMENT CAN STUD OR 2X1O WALL. FFICE BLOCKING FASTEN STRAP NOTINTERIORRREQUIR DR ATDTHEFFOLLOWING: N/8 -10d COMMONS GABLE ENDS OR JACK TRUSSES LESS MULTISTORY THAN 8' OR OPENINGS LESS THAN 3'-6" UNSTACKED WINDOWS REVIEWED FOR CODE COMPLIA11", CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS Lou Vontigo and Assciates. Inc. 420sceola Avenue Jax. Be ch, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # $344 SC: CA# 3579 Christopher J SabOUrin PE FIL PE#71461 REVISIONS DATE I FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. DESIGN CRITERIA AND GENERAL NOTES DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O-.Roe . PLAN NAME DAVENPORT -CLASSIC DESIGN/PRAWN/CHECKED CS AS / LAP DATE 03.12.18 SCALE AS NOTED LPA No, TOLL -1 8-00298 CONTROL No. 4059 SHEET so.o \�HEET 1 OF Q CJ s • :i ..� •• H'g5 a ° \ mow+.', - N b o , Christopher J SabOUrin PE FIL PE#71461 REVISIONS DATE I FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. DESIGN CRITERIA AND GENERAL NOTES DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O-.Roe . PLAN NAME DAVENPORT -CLASSIC DESIGN/PRAWN/CHECKED CS AS / LAP DATE 03.12.18 SCALE AS NOTED LPA No, TOLL -1 8-00298 CONTROL No. 4059 SHEET so.o \�HEET 1 OF Q BLOCKING ONLY REQUIRED AT SHEARWALLS AND STUCCO FINISH 16d COMMONS ® 8" O.C. T CONT. RIBBON BOARD (TYP) T FLOOR TRUSSES OR JOIST. 5-8d COM EACH SIDE OF SPLICE SHEATHING SPLICE 16d COMMONS 0 8" O.C. CONT. RIBBON BOARD (TYP) FLOOR TRUSSES OR JOIST. 8d COM 3" O.C. EACH SIDE OF SPLICE SHEATHING SPLICE 3/4" OSB or PLYWOOD RIM BOARD Y4" SHORTER THAN WALL FRAMING -� WALL FRAMING --/Li -FLOOR SYSTEM. ALIGN I VERTICAL JOINTS WITH SHEATHING SPLICE WALL SHEATHING JOINTS BLOCKING ONLY REQUIRED1T5-8d 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 SO.1 ROOF TRUSS. 2x4 SYP#2 HORIZ. BRACING 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 WALL FRAMING LINE INSTALL FLOOR TO J FLOOR STRAPPING PER OPTION 1 OR 2 FLOOR TRUSS PARALLEL SO.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 ROOF TRUSS-' SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER TO EACH STUD, PER ATTACH TO EACH STUD, SCHEDULE BELOW PER SCHEDULE BELOW. A -SINGLE LEDGER B -DOUBLE LEDGER VERTICAL VERTICAL REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING 0-775 2x6 w/ 5-0.131x3" 1850-2345 2x8 w/ 5-'/a"0x6" 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. wIIEN 8 LEDGER CONNECTION TRUSS TO LEDGER CONNECTION BY TRUSS ENGINEER. NOT SHOWN FOR CLARITY 2x4 SPF#2J� BLOCKING ROOF MEMBER 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 @ 3" O.0 \P )RCH SHEATHING, SYP#2 2x4 NAILER FASTENED TO TRUSS SHEARWALL SEGMENTED SHEARWALL HEADER TO LOWER STUDS ROOF BOT. CHORD w/ 0.131x3" ®3" O.C. E SPECIFICATIONS SW 8d@3/6: (2) CS18 STRAPS 2x4 SYP#2 CATS AT 12" FLOOR OR TRUSS. FASTENED TO SHEATHING w 8d ® 3" O.C. / ROOF B O.C. FASTENED TO TOP ROOF TRUSS. SEE SCI -11 TRUSS, SDWC 15600 PLATE w/ 4-0.131x3" PLATE 11a" SHEATHING FASTENED TO WITH 8d COMMONS (9 3" O.C. AT © 32" O.C. COMMON. PORCH MAX. /TOP PLATE w/ 10d ® 3" O.C. I (2)MSTA24 SCREWS END POSTS FOR SW. -SHEAR I� WALL 16" MAX. OSB WALL FASTEN CATS EACH END w/ I I 2x SYP#2 CONT. ATTACH TYPICAL SHEARWALL ELEVATION SHEATHING 3-0.131x3" COMMON TOE NAILS `; TO 3" TOP PLATE AND TRUSS w/ 0.131x @ 3" O.C. EDGE OF POST BASE: STRAP w/11- POT II 2x MAY OVERHANG TOP PLATE. SHEARWALL 10dx1Y2" EA. END BE SHEARWALL OR II SHEARWALL STEEL COUPLER PORCH HEADER, SEE PLAN EXTERIOR WALL PORCH. SLAB (OPTIONAL, LOCATE © ALTERNATE A ALTERNATE B ALTERNATE C ALTERNATE G OSB DIAPHRAGM FASTEN ROOF FLOOR DECK 10d ®4"O. C. AT SILL PLATE AT TOP PLATE TO NAILER w/ (1) ROW 8d TRUSS. - - - - - - - - FLOOR 2x4 SPF#2 CONTINUO((`; TRUSS. ® 3" O.C. FASTEN TO TOP l "<- LEDGER FASTEN( D PLATE w/ (2) ROWS �/�6" OSB TRUSS WEBS WI II OF 8d @ 3" O.C. BLOCKING i w/3-0.131,," SHEARWALL NOTES: PANEL FLOOR 2x4 SPF COMMuN. 1. A ROOF TRUSS, SYP#2 2x4 NAILER FASTENED II ALL AROUND AXI. FRAMING CONTRACTOR CHO MAY SE A,B,C,D, OR G. TO TRUS`: BOT. CHORD w/ 11 FASTEN CATS EACH EPJD w/ I 2x4 SYP #2 CATS AT 12" (2) ROWS 0.131x3" @ 3" O.C. ;; INTERIOR 'I O.C. FASTENED TO TOP 3-0.131x3" NAILS ®6" O.C. �, 2. USE ALTERNATE A. ; SHEARWALL. 11 PLATE 4-0.131x3" AT EBEOTW SW -2 COMMON/ SHEARWALL OR ENDSNG ENLLS ROOF 5-16d NAILS EXTERIOR WALL TRUS ES. ALTERNATE D ALTERNATE E (TYPICAL) ALTERNATE F 3. USE ALTERNATE E & FOR FLOOR TRUS3 ATTACHMENT '1 SHEARWALL ATTACHMENT AT ROOF Et FLOOR SO.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 ROOF TRUSS-' SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER TO EACH STUD, PER ATTACH TO EACH STUD, SCHEDULE BELOW PER SCHEDULE BELOW. A -SINGLE LEDGER B -DOUBLE LEDGER VERTICAL VERTICAL REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING 0-775 2x6 w/ 5-0.131x3" 1850-2345 2x8 w/ 5-'/a"0x6" 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. wIIEN 8 LEDGER CONNECTION TRUSS TO LEDGER CONNECTION BY TRUSS ENGINEER. NOT SHOWN FOR CLARITY 2x4 SPF#2J� BLOCKING ROOF MEMBER 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 @ 3" O.0 TS16 TRAPS MSTA24 ROD STRAPS EPDXIED 6" MIN PLAN VIEW OF PLAN VIEW OF ELEVATION VIEW OF PORCH HEADER PORCH HEADER PORCH HEADER AT CORNER P T AT POST AT POST '/2" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS ® 6" O.C. EDGE & FIELD OR 3/g" (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD e 21 TYPICAL PORCH FRAMING DETAILS SEE DETAIL 5/SO.1 FOR DIAPHRAGM ATTACHMENT\ WHERE APPLICABLE \\\ 1-1 F-1 II AII ft - -------- l4- - II II I \11 it---------- JI---------- II II SW \P )RCH SHEATHING, Ir SHEARWALL SEGMENTED SHEARWALL HEADER TO LOWER STUDS - UPPER TO LOWER STUDS S E SPECIFICATIONS SW 8d@3/6: (2) CS18 STRAPS oB END ED I SW 8d®3 6: HTT5 OR HDU5 B LOW PLATE ANCHORS C - SOLE PLATE ANCHORS SEE SCI -11 ON DETAIL 3/SO.0 I PORCH PARALLEL PLATE 2x6 HEADER & SUPPORT WITH 8d COMMONS (9 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. TO WALL PORCH POST, PER PLAN. 2. PROVIDE A MINIMUM OF I (2)MSTA24 KING & JACK STUDS AT HEADERS MAY SERVE AS END POSTS FOR SW. PERPENDICULAR I� 3. FASTEN ALL INTERIOR S I STRAPS TRUSS SHOP DRAWING FOR QTY. AND 4. INSTALL INTERIOR FOOT1140 TO WALL TYPICAL SHEARWALL ELEVATION FASTEN w/10d COMMONS 24" 16 GUAGE PRODIDE MTS12 OR CS16 DIRECTLY 6" ON -CENTER POST BASE: STRAP w/11- POT 24" 16 GUAGE 4x4 POST: ABU44 10dx1Y2" EA. END BE OW STRAP w/11- 10dx1Yz" EA. END 6x6 POST: ABU66 O O STEEL COUPLER PORCH HEADER, SEE PLAN -I k, PORCH. SLAB (OPTIONAL, LOCATE TS16 TRAPS MSTA24 ROD STRAPS EPDXIED 6" MIN PLAN VIEW OF PLAN VIEW OF ELEVATION VIEW OF PORCH HEADER PORCH HEADER PORCH HEADER AT CORNER P T AT POST AT POST '/2" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS ® 6" O.C. EDGE & FIELD OR 3/g" (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD e 21 TYPICAL PORCH FRAMING DETAILS SEE DETAIL 5/SO.1 FOR DIAPHRAGM ATTACHMENT\ WHERE APPLICABLE \\\ 1-1 F-1 II AII ft - -------- l4- - II II I \11 it---------- JI---------- II II SW 8d@,3"/600 SW 8d@3"/6" PERFORATED SHEARWALL SEGMENTED SHEARWALL (A)- UP TO LOWER STUDS - UPPER TO LOWER STUDS SW 8dO3 6: (2) CS18 STRAPS SW 8d@3/6: (2) CS18 STRAPS oB END STUDS TO FOUNDATIONB END STUDS TO FOUNDATION SW 8d®3 6: HTT5 OR HDU5 W 8d®3/6: HTT5 OR HDU5 TEE- SO PLATE ANCHORS C - SOLE PLATE ANCHORS SEE SCI -11 ON DETAIL 3/SO.0 EE SCHEDULE ON DETAIL 3/SO.0 SHEARWALL NOTES PLATE 2x6 1. PROVIDE 7/16" OSB SHEATHING WITH 8d COMMONS (9 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. PROVIDE 2x BLOCKING AT ALL PANEL EDGES. f BRACE 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS END POSTS FOR SW. 2X4 T -BRACE. ONLY I� 3. FASTEN ALL INTERIOR S TO ROOF OR FLOOR TRUSSES PER 5/SO.1 TRUSS SHOP DRAWING FOR QTY. AND 4. INSTALL INTERIOR FOOT1140 BELOW SHEARWALL PER DETAILS ON S1.0 TYPICAL SHEARWALL ELEVATION FASTEN w/10d COMMONS LSO.1/ PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS �PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. 4-12d TO NAILS (T ) IN 6 a I8L �. 2x4x6' SYP#2 LATERAL BRACE EA. 8-10d _ 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 NOTES: 1. SPACE GABLE END BRACING @ 4'-6" MAX. 2. ALL MATERIAL TO BE SYP#2 D NA FULL HEIGHT WASHER n PLAN I X I 0) ANCHORING SPECIFICATIONS OD Q VV CHART ROOF 2x4 BLOCKING. FASTEN C TRUSS EACH END w/3 -10d F SOLE 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS CONCRETE HOLE WASHER SPEC. FASTEN TO ROOF FRAMING BELOW PLATE FULL HT. TOP PLATE. ANCHOR w/ 4-12d NAILS AT EACH RAFTER. 6-10d 2x2x'/8" 4" 41. COMMONS DOUBLE TOP OVERFRAME RAFTERS, SEE PLAN. CONNECTOR 3x3x'/4" �:I PLATE 2x6 ATYPICAL PORCH BEAM CONNECTION ANGLE I:•I SIMPSON H3 w/ 10-8d COMMON OPTION A f BRACE NAILS FROM RAFTER TO LEDGER WALL STUD THESE STRAPS I' AND LEDGER TO ROOF MEMBER. MAY BE OMITTED 2X4 T -BRACE. ONLY I� J WHEN OVERFRAME REQUIRED FOR BRACE TRUSS SHOP DRAWING FOR QTY. AND RAFTER LENGTH LENGTHS > 8'-0". ALT. TO BOTH H3 ABOVE LESS THAN 4'-O" FASTEN w/10d COMMONS THREADED ROD PRODIDE MTS12 OR CS16 DIRECTLY 6" ON -CENTER BETWEEN OVERFRAMING RAFTER SEE PLAN AND ROOF MEMBER. II AS SHOWN, �PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. 4-12d TO NAILS (T ) IN 6 a I8L �. 2x4x6' SYP#2 LATERAL BRACE EA. 8-10d _ 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 NOTES: 1. SPACE GABLE END BRACING @ 4'-6" MAX. 2. ALL MATERIAL TO BE SYP#2 D NA FULL HEIGHT WASHER n PLAN I X I 0) ANCHORING SPECIFICATIONS OD Q VV FLOOR FRAMING FULL HEIGHT THREADED ROD FOUNDATION, SEE PLAN PER PLAN. EMBEDMENT FULL HEIGHT ANCHOR INSTALLATION CHART THREADED A C OD E F SOLE DOUBLE FULL HT. CONCRETE HOLE WASHER SPEC. UPLIFT PLATE FULL HT. TOP PLATE. ANCHOR '/2 "0 '/2 "0 2x2x'/8" 4" 41. ANCHOR DOUBLE TOP 3/4"0 CONNECTOR 3x3x'/4" 7.5" 12" PLATE MIN. (2)2x4 WOOD SEE PLAN ATYPICAL PORCH BEAM CONNECTION BELOW. & (1) ADJ. FRONT SIDE OF WEBS. OPTION A TO PORCH HEADER. WALL STUD CONTINUOUS LATERAL BRACING, SEE I� OR POST. TRUSS SHOP DRAWING FOR QTY. AND FULL HEIGHT LOCATION. IF MORE THAN (1) LATERAL THREADED ROD BRACE IS NEEDED, OVERLAP BRACE SEE PLAN ELEVATION AS SHOWN, O O STEEL COUPLER (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 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 "0 2x2x'/8" 4" 41. 2" 3" 5/8 3/4"0 3/a"0 3x3x'/4" 7.5" 12" 2Y2" 3" DEPTH O 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 %"0 A307 THREADED RODS, ORIENTED VERTICALLY AND ATTACHED TO THE FOUNDATION AND TO THE UPPERMOST PLATE AT THE LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE TOP PLATE, PROVIDE A 2"x 2"x )fi" 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 Y4" LARGER THAN TH 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 PWS ONE-HALF TURN OF A STANDARD WRENCH (APPROAMATELY 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. EPDXY ANCHORING: ALL THREADED RODS SHALL BE DRILLED & EPDXY ANCHORED. SEE INSTALLATION CHART FOR EMBEDMENT AND EDGE DISTANCE REQUIREMENTS 3/8" FULL HEIGHT ROD TEN HD R TIGHT PLATE ON TITEN HD ROD COUPLER )DS - THD37634RC (%"x6-'4") 3/8' -ULL HEIGHT ROD ALTERNATE 13 ATTACHMENT L 2x4 SYP#2 OUTLOOKERS ® 24" O.C. H3 OR H2.5T HURRICANE CLIP ® EA. OUTLOOKER TO TRUSS. _ WALL SHEATHING UP GABLE END TRUSS. 2X4 #2 SYP BLOCK CSD EACH GABLE BRACE. FASTEN EACH END W/ 3-10d TOENAILS BLOCK TO DBL TOP PLT W/ 2-H2.5T 0.131x3" TOE NAILS @ 8"O.C. FROM BOT. CHORD OF TRUSS TO DBL. TOP PLATE LSTA12 ® 48" O.C. OR DBL TOP PLT TO GABLE TRUSS BOTTOM CHORD W/ SDWC15600 @ 36" O.C. OMIT IF SHEATHING OVERLAPS GABLE 12" MIN (1)MSTA24 STRAPS FOLD OVER TOP PLATE FASTEN w/18 -10d (2)MSTA24 STRAPS FOLD OVER TOP PLATE FASTEN w/18 -10d WALL SHEATHI G 8d COMMON WIRE NAILS TO BLOCKING ® 3" D.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) 6" DOUBLE TOP PLATE DBL. TOP MAX NOTCH HEADER PLATE NAILS INTO BEAM. SPACE BELOW TOP PLATE 48" O.C. OMIT IF WALL FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) PORCH 8 -GUN NAILS ° °i HEADER, TO NAILS SEE PLAN. FULL HEIGHT ANCHOR OR DTT2Z ANCHOR OR DTT2Z HOLD DOWN AT MIN. (2)2x4 WOOD HOLD DOWN AT BELOW. & (1) ADJ. MIN. (2)2x4 WOOD BASE OF POST ATYPICAL PORCH BEAM CONNECTION BELOW. & (1) ADJ. FRONT SIDE OF WEBS. OPTION A TO PORCH HEADER. WALL SHEATHI G 8d COMMON WIRE NAILS TO BLOCKING ® 3" D.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) IF TRUSS REACTION EXCEEDS 2300lbs PROVIDE CRIPPLE STUDS DIRECTLY BENEATH TRUSS 2-SIMPSON H2.5T., STRAP KING POST TO POST BELOW WITH 2-CS16 STRAPS WHEN FULL HEIGHT ANCHORS ARE NOT USED STRAP KING E POST BELOW WITH STRAPS WHEN FULL ANCHORS ARE N( HEADER DOWN CONNECTION LSTA12 FOLDED OVER TOP DOUBLE TOP PLATE PLATE w/5 -10d NAILS CONTINUOUS OVER INTO TOP PLATE & 5-10d 6„ HEADER NAILS INTO BEAM. SPACE MAX® 48" O.C. OMIT IF WALL FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) SHEATHING IS INSTALLED D ON FACE OF BEAM ° 8 -GUN ° TO NAILS (2) TS12 FULL HEIGHT ANCHOR OR DTT2Z HOLD DOWN AT MIN. (2)2x4 WOOD BASE OF POST BELOW. & (1) ADJ. OPTION B TO PORCH HEADER. ATYPICAL PORCH BEAM CONNECTION FRONT SIDE OF WEBS. IF TRUSS REACTION EXCEEDS 2300lbs PROVIDE CRIPPLE STUDS DIRECTLY BENEATH TRUSS 2-SIMPSON H2.5T., STRAP KING POST TO POST BELOW WITH 2-CS16 STRAPS WHEN FULL HEIGHT ANCHORS ARE NOT USED STRAP KING E POST BELOW WITH STRAPS WHEN FULL ANCHORS ARE N( 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 STUD WALL FRAMING \- w/ 2x SOLID BLOCKING I, AT SHEATHING EDGE I \ 3{ WALL SHEATHING I STUD WALL FRAMING I I w/ 2x SOLID BLOCKING AT SHEATHING EDGE 8d COMMON WIRE NAILS TO BLOCKING 0 3" O.C. ROOF TRUSS OR JOIST I FOR PERPENDICULAI TRUSS CONNECTION SEE DETAIL B ABO\ CONTINUOUS 2x6 SYP#2 LEDGER FASTEN WITH 5-0.131x3" EA. STUD. PARALLEL TRUSS DETAIL A vitaS0.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN AAI II TIPI F RRAr Fr) TRI ICSFC AS INRIr ATFn IN TRI lCC CPFCIFIr �TlnNS MINIMUM 2 PLY MINIMUM STUD -\ 2 PLY STUD AT 2ND STORY STUDS PROVIDE 1 CS18 STRAPS AT BASE OF STUDS (FLOOR TO FLOOR) SIMPSON DTT2Z Tw/8- Ya'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 PERMANENT TRUSS BRACING SCALE: 3/4" = 1'-0" SIMPSON HTT5 OR HDU5. FASTEN 26-10d COMONS MIN 2 PLY STUD " THREADED ROD EPDXIED //-7.5" MIN MIN 2 PLY STUD IN LIEU OF 2 STUDS ITS ACCEPTABLE TO SISTER A 36" LONG STUD FASTEN w/12 - 0.131x3" GUN NAILS I SIMPSON DTT2Z j w/8- Y4'x1Y2' SDS SCREWS I I I I Y2" THREADED ROD EPDXIED 4" MIN OR I Y2x6" TITEN HD H ADER UP CONNECTION CONNECTIO (1)DIAGONAL BRACE PER (GIRDER TRUSS A LS18 ® 32" O.C. B (4) TRUSSES APPLIED (1)CS16 STRAPS D FULL HGT THREADED ROD SEE PLAN TO BACKSIDE OF WEB. (2) TS12 BRACING APPLIED TO -\ FRONT SIDE OF WEBS. CONTINUOUS LATERAL BRACING, SEE TRUSS SHOP DRAWING FOR QTY. AND LOCATION. IF MORE THAN (1) LATERAL BRACE IS NEEDED, OVERLAP BRACE AS SHOWN, MINIMUM 2 PLY MINIMUM STUD -\ 2 PLY STUD AT 2ND STORY STUDS PROVIDE 1 CS18 STRAPS AT BASE OF STUDS (FLOOR TO FLOOR) SIMPSON DTT2Z Tw/8- Ya'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 PERMANENT TRUSS BRACING SCALE: 3/4" = 1'-0" SIMPSON HTT5 OR HDU5. FASTEN 26-10d COMONS MIN 2 PLY STUD " THREADED ROD EPDXIED //-7.5" MIN MIN 2 PLY STUD IN LIEU OF 2 STUDS ITS ACCEPTABLE TO SISTER A 36" LONG STUD FASTEN w/12 - 0.131x3" GUN NAILS I SIMPSON DTT2Z j w/8- Y4'x1Y2' SDS SCREWS I I I I Y2" THREADED ROD EPDXIED 4" MIN OR I Y2x6" TITEN HD H ADER UP CONNECTION CONNECTIO UPLIFT CONNECTOR CALL OUT (GIRDER TRUSS A LS18 ® 32" O.C. B SEE PLAN C (1)CS16 STRAPS D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) SINGLE 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. (LON) 10 2.)BRACING LUMBER SHALL INTERSECT I°I THE WEB OF THE BRACED TRUSS, PER I,I DELEGATED TRUSS ENGINEER. II 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 F STENED TO(°I BOTTOM CHORD BRACING WEB w/ 1 d 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 GRAPE AS WEB I I 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 CO 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 OR BEAM GIRDER TRUSS 36" LONG STUD OR BEAM FASTEN w/12 - 0.131x3" GUN NAILS (2)MTS12- (2) TS12 SIMPSON FULL HEIgHT LTT20B THREADED ROD (2)H2.5T (2)H2.5T WITHIN 6" 'OF MINIMUM GIRDER (SEE PLAN) 2 PLY AT 2ND STORY STUD STUDS PROVIDE Yz" THREADED ROD 2 CS18 STRAPS EPDXIED 4" MIN OR AT BASE OF STUDS Yzx6" TITEN HD (FLOOR TO FLOOR) HTT5 or HDU5 DTT2Z LTT20B 15 HOLD DOWN ATTACHMENT DETAIL MINIMUM 2 PLY HOLD DOWN SEE PLA STUD ROD = DTT2Z ROD = HTT5 BUILT-UP POST, BUILT-UP POST, SEE PLAN. SEE PLAN. OFFICEof OPTION 1 OPTION 2 FULL HEIGHT TR CONVENTIONAL WHEN 07 1 GIRDER / BEAM STRAPPING OTED SO.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN low Lou Pontigo and Assojciates, Inc. I 420 Osceola Avenue Jax. 6eajch, Florida 32250 I'h.242-0908 Fax. 241-9557 FL: CA # $344 SC: CA# 3579 I, J. M 61 o No o EaTAT1c ° F '44w. s d �. e Christopher J Sabourin PE FL PE#71461 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO a 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 9 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. PICAL F MING D TAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. ('LAN NAME DAVENPORT -CLASSIC DESIGN/DRAWN/CHECKED CS / AS / LAP DATE 03.12.18 SCALE AS NOTED OLPA No. PY TOLD -18-00298 CONTROL No. 4059 SHEET $0.1 SHEET 2 OF 9 (2)2x6 KING STUDS (2)2x6 JACK STUDS - (2)2x STUD CORNER P.T. SOLE PLATE CONC. SLAB OVERLAP SIDEWALL TOP PLATE GARAGE HEADER ALWAYS PLACE HEADER AT TOP OF ROUGH (2)20ga STRAPS OPENING HEADER TO JACK HTT5 W/ 5// THREADED ROD EPDXIED 12" _ HTT5 w/ o —5/g" THREADED ROD ❑aI o EPDXIED 12" 6 B GOAL POST. FASTEN TO STUD PACK WITH 2 -ROWS OF 16d RING SHANK NAILS @ 12" O.C. ATTACH GARAGE DOOR THRU UPRIGHT BUCK DIRECTLY INTO STUD PACK, PER GARAGE DOOR SUPPLIER I GARAGE SOLE PLATE HTT5 Jw/ ll rFLOOR ANCHOR %" THREADED ROD SOLE PLATE I '---/---1111 EPDXIED 12" ANCHORGAR AGE WING WALL SECTION THICKENED SLAB EDGE AT GARAGE OPENING. NOTES: 1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. GARAGE WING WALL ELEVATION GARAGE HEADER FRAMING 1CK STUD r DOOR STUD TO TOP I SDWC15600 E ® 32 BOT PLATE TO FR BELOW CS180 32 Y4 "x3Y2' TAPCON SCREW CONC. SLAB ACK STUD T DOOR SIMPSON LTT20B RECESSED IN SLAB w/Yz" THREADED ROD EPDXIED 4' ELEVATION VIEW ELEVATION VIEW OPTION A OPTION B FRONT ENTRY )AMB FASTENING THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN WALL STRAPPING DETAIL THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN GABLE END BRACING OVERLAP SIDEWALL TOP PLATE ALWAYS PLACE HEADER AT TOP OF ROUGH OPENING %"0 THREADED ROD .' . . . w/3x3x'/4" PLATE (2)20ga . STRAPS _ (2)20ga STRAPS . .HEADER TO JACK HEADER TO JACK HTT5 W/ 5i" 4MAX THREADED RODEPDXIED 12" o - EXTEND HEADER TO 2 (2)2x6 FAR SIDE OF WALL JACKS (2)2x6 SP AS SHOWN. o o AND (1) 6 6 6 6 KING. 4'-0"x4'-0" PIECE OF WALL SHEATING INSTALL AT UPPER HTT5 w/ (2)2x6 CORNER 1" BELOW GARAGE HEADER %" THREADED ROD JACKS ON EXTERIOR STUD (TRIMED AS DETAIL A EPDXIED 12" AND (1) SHOWN) KING. HTT5 w/ FASTEN SHEATING TO HEADER w/ 8d COMMON QE GALV. BOX NAILS THREADED R00 IN 3" GRI ) PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING EPDXIED 12" (STUDS, LOCKING &SILLS) TYP. A A DOUBLE ELOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS 5/8"0 TREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN STUDS)DRILLED AND EPDXIED w/ 12" EMBEDMENT & 3x3x'/4" WASHER. GARAGE PORTAL )KING WALL ).2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN BOX COLUMN DETAIL KING STUD TO TOP PLATE: SDWC15600 SCREW. STUD TO TOP PLATE: SDWC15600 SCREW.- ® 32" O.C. BELOW CS180 32" O.C. SYP#2 OUTLOOKERS W' O.C. 2 H2.5T HURRICANE CLIP @ EA. JOKER TO TRUSS. SHEATHING UP END TRUSS. NAILS @ 8" O.C. )T. CHORD OF TRUSS TOP PLATE X12 @ 48" O.C. OR DBL TOP PLT ABLE TRUSS BOTTOM CHORD W/ DuYrC15600 @ 36" O.C. OMIT IF SHEATHING OVERLAPS GABLE 12" MIN 1-MSTA24 10 WALL STRAPPING DETAIL 0.21 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN TRUSS BOT. CHORD 10 PORCH BEAM SUPPORT POST IF 4x4 IS SPECIFIED ON PLAN, TRUSS PER PLANI GABLE BRACING TRUSS USE (2)2x4 SPF#2 SUPPORT. MIN. (2)2x4 PT SYP #2 OUTLOOKER 24" MAX. IF 6x6 IS SPECIFIED ON PLAN, I USE (3)2x4 SPF#2 SUPPORT. RATED WALL SHEATHING w/ 12" MIN. TO 8d @ 6" O.C. EDGE & FIELD. -_-~---- • E+ ATTACH PORCH BEAM TO SUPPORT POST w/ (2)HTS20. ,I�± • SOLE PLATE �I+ tR00F ;; ATTACH SUPPORT POST TO ANCHOR SHEATHING EI5 FOUNDATION WITH HTT4 A . I w/ /e "0x6" EMBED EPDXY ROD. U.O.N. SYP#2 PT SOLE PLATE - ---------�- BALLOON FRAMED WALL BOX COLUMN 5-12d TOE MAY BE USED IN LIEU OF 4x4 OR 6x6. NAILS EACH WATER PROOFING AT 48" O.C. BETWEEN TRUSS LOWER PORTION OF GABLE AND FIRST BOX COLUMN BY BUILDER INTERIOR TRUSS. IF PT MATERIAL IS NOT USED. BOX COLUMN DETAIL KING STUD TO TOP PLATE: SDWC15600 SCREW. STUD TO TOP PLATE: SDWC15600 SCREW.- ® 32" O.C. BELOW CS180 32" O.C. SYP#2 OUTLOOKERS W' O.C. 2 H2.5T HURRICANE CLIP @ EA. JOKER TO TRUSS. SHEATHING UP END TRUSS. NAILS @ 8" O.C. )T. CHORD OF TRUSS TOP PLATE X12 @ 48" O.C. OR DBL TOP PLT ABLE TRUSS BOTTOM CHORD W/ DuYrC15600 @ 36" O.C. OMIT IF SHEATHING OVERLAPS GABLE 12" MIN 1-MSTA24 10 WALL STRAPPING DETAIL 0.21 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN TRUSS BOT. CHORD 10 4-0.131x3 TRUSS PER PLANI GABLE BRACING TRUSS H3 EA. w/10d @ 12" O.C. OUTLOOKER TRUSS BOT. CHORD TO OUTLOOKER GABLE BRACING TRUSS FASTEN "TOP CHORD' 24" O.C. w/10d @ 12" O.C. GABLE BRACE TRUSS TO _ WALL w/10d @ 6" O._'. TOP PLATE FASTEN GABLE BRACING BELOW TRUSS TO WALL w/(10) tR00F 10d EA. END STUD SPACING, SEE SECTION A—A SHEATHING FLOOR TRUSSES OR JOIST. CS18 w/7-1 dx1Y2" EACH END 48" O.C. STRAP CAN BE INSTALLED E THEIR FACE OF STUD FLOOR USSES JOIST. OVERLAP SIDEWALL TOP PLATE ALWAYS PLACE HEADER AT TOP OF ROUGH OPENING HTT5 w/ THREADED ROD EPDXIED 12" LFAR SIE HEADER TO �2 FAR SIDE OF WALL -64 POST AS SHOWN. / 6 6 6 >< 4'-0"x4'-0" PIECE OF WALL SHEATING INSTALL AT UPPER CORNER 1" BELOW GARAGE HEADER DETAIL A ON EXTERIOR STUD (TRIMED AS ZJ SHOWN) FASTEN SHEATING TO HEADER w/ 8d COMMON QE GALV. BOX NAILS -IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING (STUDS, BLOCKING & SILLS) TYP. -DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS 6x6 POST WITH ABU66 w/ 5/," THREADED ROD GARAGE WING WALL FRAMING LESS THAN 12" THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN OPTION A OPTION B STRAPPING OVERLAP SHEATHING 1 WALL STRAPPING OVER BEAM ).2/ THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN STUD TO TOP PLATE: SDWC15600 SCREW. ® 32" O.C. BOT PLATE TO TRUSS Y4"x3Y2" LAG SCREW - WITH ROUND WASHER AT EACH FLOOR TRUSS BOT PLATE TO TRUSS Y4%3)�" LAG SCREW - WITH ROUND WASHER 24" O.C. Z: 8d @ 3" FLOOR TRUSSES OR JOIST. STUDS TO TOP PLATE 11�WALL STRAPPING DETAIL 0.2/ THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN HLAN OPTION C DROPPED BEAM WALL SHEATHING CS18 w/7-10dxl)¢" EACH END @ 48" O.C. STRAP CAN BE INSTALLED EITHER FACE OF STUD STUD TO BOT PLATE: SDWC15600 SCREW. ® 32" O.C. STUD TO BOT PLATE: SDWC15600 SCREW. ® 32" O.C. DOUBLE 2X4 TOP PLATE 2X4 LEDGE FASTEN TO TRUE w/2 -12d COMMOt HTS16 STRAP. W AROUND MAIN HOUSE PL 16 GAUGE 24" STRAP AT EACH SIDE OF EACH CORNER (6 TOTAL) DOUBLE 2X4 TOP PLATE AT SAME ELEVATION AS HOUSE TOP PLATE HTT5 (1 AT EACH OUTSIDE CORNER, 2 TOTAL) 2x4 BLOCKING 4-0.131x3 TOE NAILS (2 EA. SIDE) H3 EA. 2x OUTLOOKER NOTE (& OUTLOOKER AT 24" O.C. PLACE GABLE END TRUSS TO THE INT. FACE OF tR00F BALLOON FRAMED WALL STUD SPACING, SEE SHEATHING AND FASTEN TRUSS TOP FRAMING PLAN 4E A AND BOTTOM CHORDS TO SCHEDULE. BALLOON FRAMED WALL 5-12d TOE STUDS w/ 2-0.131X3" 2x4 BLOCKING AT NAILS EACH NAILS AT EA. STUD. 48" O.C. BETWEEN TRUSS GABLE AND FIRST INTERIOR TRUSS. FASTEN GABLE END TRUSS w/ FULL HT. ANCHOR AND HA4 A EA. END CONVENTIONAL SW ANCHOR PER SCHEDULE. NO FULL HEIGHT ANCHOR REQUIRED. BALLOON FRAMED GABLE END PRE-ENGINEERED WOOD ROOF TRUSSES. UPLIFT-/ CONNECTOR DOUBLE TOP PLATE RAFTER TAIL DETIAL SPLICE 2x6 x 4'-6" P.T. SYP NO.2 EXPOSED RAFTER TAIL TO EACH ROOF TRUSS ® �4" O.C. x4 P.T. SYP No.2 LOCKING/CLOSURE FASTEN r�l 3-12d TOE NAILS. RIP ). DOWN TO REQUIRED DEPTH COIL RNER LL RU G MAIN HOUSE WALL SHEATHING CONTINUOUS THRU CHIMNEY FRAMING WALL SHEATHING SEE CONSTRUCTION SPECS ELEVATION"N,_soLE PLATE ANCHOR PL/ (MINIMUM 2 PER SIDE) SIDE OF BUILDING ATTACHMENT 1 -STORY CHIMNEY FRAMING 16 GAUGE 24" STRAP AT EACH SIDE OF EACH CORNER (6 TOTAL) HTT5 (1 AT EACH /—OUTSIDE CORNER, 2 TOTAL) I (2)2X- STUDS �HTS16 STRAP. WRAP AROUND MAIN HOUSE TOP PLATE MAIN HOUSE .//EXTERIOR WALL I I HTS16 STRAP. WRAP �AROLIND MAIN HOUSE TOP OUBLE PLATE X4 STUDS T CORNERS (2)2X- STUDS [-HOU�L FASTEN STUD TO MAIN SE STUD w/1 -ROWS OF J"x6" SDS SCREWS ® 32" O.C.. ?X4 STUD @ 16" CSC Lou Pontigo and Associates, Inc. 420 sceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 qs • V Vjr M No. 1 600 - o � r I%�T�+ : , -10 L ' n aS f" I'w� R I .. .. SlIjAd Christopher J SabouriIT PE FL PE#71461 REVISIONS DATE i FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO $ ASSOCIATES PRIOR TO MAKING NY STRUCTURAL FIELD MODIFICA ONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 9 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. NIISC I FLAMING DETAILS DO NOT SC' LE DIMENSIONS FRJIS THESE DRAWINGS. IF A DIMENSIUNCLEIAR REFER TO THEARCHITECTURAL DRAWINGS CONTACT THE E.O.R. PLAN NAME DAVENPORT—CLASSIC DESIGN/DRAWN/CHECKED CS AS /LAP DATE 03.12.18 I SCALE S NOTED LPA No. TOLL -18-00298 CONTROL No. 4059 SHEET 50.2 SHEET 3 OF 9 I O t 0 0 L0 00 00 d- 0 N N O N STAIRS BY BUILDER. 2'-0" 24x24 MASONRY PIER TO SUPPORT POST ABOVE. REINFORCE w/ (1)#5 IN EA. CORNER. 10'-3" 10'-0" 5'-8" 4'-4" STAIRS BY BUILDER. PAVERS BY OTHERS L L ---` s r F 94'-5" 59'-0" 1 2 1 3 S1.01 S1.01 S1.01 S1.01 tp ------ ---- 7 I' rN------------- ----- ' I 3 i S M I S1.01 I I I S1.01 1l I I 4 - Q 7B 51.01 1-11 I i_ 6 -0 11 -6 -5 \ 12 6 I L 10B S1 01 N -Z\ 6 \ S1.01 6 �. S1.01 MONO FOOTING TO STEMWALL w/ 2-#5x30" DOWELS EPDXIED 6" MIN. (TYP) 4" O CONCRETE SLAB w/ FIBERMESH @ 1.5 LBS/CU.YI). OF CONCRETE OR 6x6 W1.4/W1.4 WWF ON 6MIL VAPOR BARRILR IN PREPARED GRADE. PROVIDE SAW CUTS PER 5/S1.01, BUILDER TO COORDINATE WITH FINISH FLOOR MATERIAL. MONO FOOTING TO STEMWALL w/ 2-#5x30" DOWELS EPDXIED 6" MIN. (TYP) \1 S1.01 Vol _ 6 I II 6 4 S1.01 I I I S1.01 1.01 - - - � - - - - F2.5L1 -----z-s2.0 -- - i - - _ - - - - - -- - - - - - - - - - - - ?s 1 _ - - z .5 S1.01 ' 6 6 S1.01 S1.01 I SAWCUT I - U STAIRS BY BUILDER. cin 4 S1.0 8 S1.01 /f 2'-9„ 0 N O c.0 N 9 I S1.01 F3.0 L_ F3. F_ -1 F2.0 PAVERS 1._ BY OTHERS 15'-3" 8» X15,_4„ --. \X J i PROVIDE 2-#4x4'-0" 14 -3L I I I CORNER CRACK BARS F3.01 I I AT SLAB MID -DEPTH. 8 I, 6 S1.01 S1.01 I I I l S1.01 I -x _ I I ", r76 I I I I F3.0 S1.01 I { -----------I L ----� 77 J__ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - 2 1 S1.01 S1.01 8'-3 77'-0" 5,- 2„ 2'-0" 87>-3" 7'-2" FOOTING SCHEDULE AND NOTES TYPE LENGTH WIDTH DEPTH DESIGNATES SAWCUT LINE BOTTOM BARS F2.0 2'-0" �• j 2'-0" s 1'-O" 3-#5 EA. WAY BOT. F2.5 2'-6" •° STAT 2'-6" s N 1'-0" 3-#5 EA. WAY BOT. F3.0 3'-0" 3'-0" 1'-0" 3-#5 EA. WAY BOT. F3.5 S-6" 3'-6" 1'-O" 4-#5 EA. WAY BOT. F4.0 4'-0" 4'-0" 1'-O" 4-#5 EA. WAY BOT. F4.5 4'-6" 4'-6" 1'-0" 4-#5 EA. WAY BOT. 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. 2. FTGS. & FIND. 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. 94'-5" FOUNDATION SCALE: 1/4" = 1'-0" N I I STAIRS BY BUILDER. I I I 9 I S1.01 o I N SYMBULS LEUEND - - -- - DESIGNATES FOOTING LINE - DESIGNATES SAWCUT LINE INTERIOR LOAD BEARING WALL r DESIGNATES SLAB RECESS �• j I I cD 0 24x24 MASONR PIER \_TO SUPPORT POST ABOVE. REINFORCE w/ (1)#5 IN EA. CORNER 2'-0" ! I CD OFFICE COPY Lou 1?ontig,o ,end Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 REVISIONS DATE FIELD! ALTERATION CONTRACTOR SHALL CONTACT LOU PONT GO 8 ASSOCIATES PRIOR TO .MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 9 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. FOUNDATION PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION 15 UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. �• j 0.7 61 s •° STAT 0 s N • ,(fir �p 1 ��'�r+a•aaa 0 ` e „�+f a �--� °a �'e'��~W M Q F\ a ��IlaclitWyai. Christopher J Sabourin PE FLI PE#71461 REVISIONS DATE FIELD! ALTERATION CONTRACTOR SHALL CONTACT LOU PONT GO 8 ASSOCIATES PRIOR TO .MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 9 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. FOUNDATION PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION 15 UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING AND TYPICAL WALL FRAMING ANCHORAGE PER PER CONSTRUCTION SPECS. AND ANCHORAGE PER CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PROVIDE CONSTRUCTION SPECS. _17CORNER BARS (TYPICAL) AT WALLS GREATER THENF 12" HOOK INTO SLAB. 1-#5 CONT., PROVIDE SOLE PLATE ANCHOR, 4'-0" HIGH, NOTIFY E.O.R. CORNER BARS (TYP.) SEE 78/51.01 8" CMU OPEN BOTTOM LINTEL SEE 3/SO.0 FOR TEMPORARY BRACING MONO SLAB FOOTING AT PORCHES, 51,E , BLOCK w/ 1-#5 CONTINUOUS LAYOUT PLAN AND WHEN SPECIFIED ON PLAN. 2 SEE ARCH PLAN PERMANENT LATERAL SLAB ON GRADE, 1 SLAB ON • SUPPORT DETAIL. SEE PLAN. is a--- GRADE, SEE PLAN. GRADE OR CONC. SLAB, SEE PLAN. I '\/ ° Z 0� \/ �\ #4 DOWEL TO MATCH VERT. /r\\ j 8" CMU STEM WALL / \ %\\ SHOWER P N SLOPES TO DRAIN SEE 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. j• �\\ STEMWALL REINFORCING (SEE \\\/\ ARCH #4 VERTICAL DOWELS @ 24" O.C. / \\ PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. a 90° BEND INTO FTG. \\ ° SCHEDULE) w/ 6" HOOK INTO z SEE FOOTING. LAP VERT REINFORCING \ \\ 25" IF STEMWALL IS GREATER THAN (3) COURSES. \\ Q /\ 4 ° °° d d CONTINUOUS CONCRETE n c.. �4 n • / CONT. CONCRETE FOOTING •. • \'�' LL \\\ ST MWA, SEE 1 S 1.01 FOOTING \/ E 8"d x 16"w 1 -STORY, w/(2)#5 CONT. \ 3" CLEAR 10"d x 20"w 2 -STORY, w/(3)#4 OR (2)#5 CONT. w -� 10"x20" U w/ 2-#5 CONT. 1 STEMWALL FOOTING 2 FOOTING / SHOWER RECESS 3 GARAGE STEM WALL �01 SCALE: 3/4" = V-0" �_o (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.) EQUAL TO SLAB THICKNESS. SLAB ON GRADE,T %B @ SLAB RECESS SEE PLAN. BRICK VENEER IS WALL FRAMING ACCEPTABLE WITHOUT INCREASE OF FOOTING SLAB ON GRADE, WALL FRAMING --\SIZE. 8" CMU STEM WALL W/ 1" DEEP SAWCUT w/ SEE PLAN STE, SEE #4 VERTICAL DOWELS @ 24" O.C. � SLAB ON ELASTOMERIC SEALANT ARCHP PLAN SLAB ON 90° BEND INTO FTG. ° GRADE- SLAB ' } SEE PLAN SLAB ON° ` o-- -a GRADE, GRADE,- . SEE PLAN. :::4 _ �_ o NOTES:.° SEE PLAN. 1) PROVIDE SAWCUTS TO REATE �� '�00 CONTINUOUS CONCRETE • • APPROXIMATE 12' X 1 MAX. SQ.`��I FOOTING 2) SAWCUT CONC. SLAB WITHIN 4 TO 1 „ -•- 12 HOURS OF CONC. PLACEMENT. OPTIONAL 8"x16" 1 -STORY, w/(2)#5 CONT. 3 3 CLEAR Q 2" FLAIR 8"x16" 1 -STORY, w/(2)#5 CONT. 10"x20" J 8"x2o" 2 -STORY, w/(2)#5 CONT. 8"x20" 2 -STORY, w/(2)#5 CONT. U 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'-O"S1.01 S1.01 �_o i TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. PAVER BY MATCH DOOR 3/4" RECESS WITH, SEE ARCH. I BOND BEAM w/1-#5 OTHERS I SLAB ON A 11 1 i GRADE, �I SEE PLAN. SLAB ON x • / PAVING BY z a GRADE, < \�� 8 MASONRY BUILDER SEE PLAN. 4�/ STEM WALL w/E 12"x12" DETAIL 108 1#5 CONT. z Q 00 i14 1 I GRADE OR CONC. \\ 1-#4 @ 48" O.C. MATERIAL :21 ' SLAB, SEE PLAN. --N,,,, �\ \//'SLAB 0 \ \i' ooz \ ^ ° .�°� _ - GRADE, ALT. FOOTING AT y\ \\/\ �\\ : $ \\�/\�� SEE PLAN. \ 4 y BUILDERS DISCRETION. „ °4 4 � #3 @ 48 O.C. OR ° ° THICKENED EDGE 8"x8" ROD CHAIRS (TYP.)\\ •; y \\ w/ 1-#5 CONT. DETAIL 10A 12" w/(2)#5 CONT. 12" THICK x 20" WIDE w/ (2)#5 CONT. 8 MONOLITHIC EDGE FOOTING 9 PORCH STEM WALL 10 THICKENED SLAB X1.01 S1.01 �-o OFFICE COPY Lou Ponti.go and Assolciates. Inc. 1 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-008 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 01 � to No. I s Z S; AT F I 411 s>Fay��•'°,{t%jO'q /\+ t� Christopher J Sabourin PE FL PE#71461 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH .MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO E ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR. INSPECTION FEES. ]E Z U� Q W w Lr) j o W LiJ 1 J U w � � Z Q 01Zn..L. L < w m!J � < n OW I 0 m Z W W 00 �J U 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. P, AN NAME DAVENPORT -CLASSIC DESIGN/�RAWN/CHECKED CS / AS / LAP DATE 03.12.18 SCALE AS NOTED LPA No. TOLL -18-00298 CONTROL No. 4059 SHEET 1.01 SHEET 5 OF 9 0C r c N M SYMBOLS LEGEND DESIGNATES SHEARWALL. THE H DDEN LINE DESIGNATES SIDE OF WALL THE SW 3/64 SHEARWALL SHEATHING TO BE APPLIED. 8d @ j DESIGNATES 8d COMMONS 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. --- BEAM OR TRUSS, SEE PLAN ANCHOR LEGEND - 3'8" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 (2)2x6/ %" A307 DIAMETER FULL HEIGHT ( )2X6 \2)2x6 X5 THREADED ROD, SEE DETAIL 12/SO.1 SPF#2 SPF#2 [SPF#2 SEE 1 /SO.2 POST. DOST. POST' %" A307 DIAMETER THREADED ® (2)2x6-1 /1 (2)2x6-1 /1 C(2)2x8-1/2) 2x6-1 1 ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 -- %" A307 DIAMETER THREADED 1 III iS .I I I f, J� j ROD TERMINATES AT FIRST FLOOR OSB WALL I FASTEN TOP OF WALL a L>J I /Aii TOP PLATE, SEE DETAIL 12/S0.1 I SHEATHING. 1 PER DETAIL 5G/S0.1. I` o I �- SHEATH CONT N IXm I PRIOR TO FRAMING SIMPSON HTT5 SEE DETAIL 15/SO.1 FASTEN TOP OF WALL Q I I BUMP OUT I I OSB WALL NI PER DETAIL 5/S0.1. ` 1 SHEATHING. I I r. SIMPSON DTT2Z SEE DETAIL 15/S0.1 `i N I � IN (3)2X6 W/ I N I I W I SIMPSON LTT208 SEE DETAIL 15/SO.1 HTS16 EA END. ^ p OSB WALL SHEATHING. Q ICN 0 CONT TO 2ND LEVEL W N Ix WALL STUD SCHEDULE � � 1 1 1 TOP PLATE. LAP AT FLR = N PLATE STUD SIZE �riT CV LOCATION CHIMNEY---- I 1 I SYSTEM SIM TO 1/S0.1 I CD N HEIGHT &SPACING 9'-1" 2x4 SPF FRAMING SEE / �. ' I I (2) x6 I Q EXTERIOR #2 ®,6~ O.C. DETAIL 13/S0.2. S) FASTEN TOP OF WALL SP #2 `� i Q I I; 10AX1 2x6 SPF#2 ®1s~ o.c. or PER DETAIL 5G S0.1. J I II EXTERIOR I / POST. T. c� { 6x6 P.T. SYP#2 POST < � �� 'j0 SHEATH CONT. THRU 1 I U) w i 10'- 2x4 SPF#2 ®12" O.C. 1 To EXTERIOR 2x6 SPF#2 ®16" O.C. w/ABU66. SEE DETAIL- 6' T I PERPENDICULAR WALL 1 1 o I 10•-0" 2/S0.1. (TYPICALs�� O 0,,o I ,, 1 I I SEE 1 /S0.2 INTERIOR MAX 2x4 SPF#2 ®16" O.C. °D INTERIOR 12 -0" 2x6 SPF#2 ® 16" O.C. or @ R A� (2)2x10 1 I GIRDER FG05 ABOVE (2 �x6-) I Q (3)2x12 1 \ @ �q�F` - - - I I { SHEATH CONT STUD NOEL - (0 MAX 2x4 SPF#2 ®1z' O.C. I �/ STRAP HEADER ��,, Qi 2x4 SPF#2 @ 12" O.C. IV(2)2x6 (3)2x4 PRIOR TO FRAMING 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE M I EACH END PF#2 IF IN U' I BUMP OUT ��' (3)2x4 ;> 1 OST. SPF#2 N 2x4 SPF 2 @ 12" U.C. � 1 BU OUT 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. W I POST. # a I CONTRACTOR MAY INCREASE STUD SIZE TO MEET cn O SPF# ) F- _ ARCHITECTURAL REQUIREMENTS. cn I� > POST. L 1 - GIRDER A OVE _ r I _ _ _ _ _ SHEATH CONT. m --- -e5h - - PRIOR TO FRAMING Q ( )2X6 I L - J (2)2x12 (2)2X12 YELLOW FP PINE. SPRUCE PINE FIR.. SYP DENOTES SOUTHERN I STUD TO TOP PLATE: 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. POCKET FOR SGD. 00 I SPF#2 (2)2x4 STRAP HEADER (2)2x6 I- I POST. SPF#2 EACH END i SDWC15600 @ 48 O.C. I SPF#2 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS n I I POST. o \ I I POST. I TO CONCRETE SLAB w/16d MASONRY CUT NAILS ® 16" O.C. W/MSTA24. I (2)2x4 � N MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT NON- TRUCTURAL SPF#2 X 6x6 P.T. S�EE #2 PO SHEARWALLS BEAM SOFFIT BY POST. c i w/ABU66. DETA BUILDER - I �I 2/S0.1. (TYPICAL) ICAL) COMBINED USE PANEL NOTES k i I II (3)2x4 I I 1. EXTERIOR WALL SHEATHING SHALL BE N LLJ > 1 SPF#2 CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST I # - TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING I N m I POST. - SPLICE LOCATIONS FOR MULTI STORY CONDITIONS cV `I I (2)2X6 i_-_ 2. SEE SHEET SO.O FOR WALL SHEATHING j I SPF#2 e_ SPECIFICATIONS. COI , I 1 O POST. I 3. UPPER MOST TOP PLATE SUPPORTING ROOF FASTEN TOP I m MEMBERS SHALL BE STRAPPED AS SHOWN IN OF WALL I �i Q + DETAIL 1/SO.0 w PER 5/S0.1. I "' I __ � N m I IM I 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 1 1 I I§ JIM I j r7 x l 3/SO.0 I� SHEATH CONT. I I I N o I I 0 �I I N N PRIOR TO FRAMING 1 Q � N GENERAL NOTES BUMP OUT. Imo' �- m 1. SEE DETAIL 2/SO.0 FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD \ OSB WALL I SIZES AND SPACING. AT GIRDERS AND BEAMS, I PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER STRAP HEADER I SHEATHING I PLIES. PER 7/S0.1 I _- - - 3 2x12 (!) . (2)2X12 2. SEE SHEET SO.0 FOR ROOF AND FLOOR -J -- - --- - ] SHEATHING SPECIFICATIONS (3)2x8-1/2 (2)2x6 I, 3)2x6 (2)2x12-1/2 ()2X6 (2)2x6-1/1 (2)2x6-1/1 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE POST. PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES SEE 3 S0.1 FOR # POST. S UST. SEE 3/S0.1 FOR BEAM TOGETHER PER DETAIL 6/SO.0 / CONN. (TYPICAL) 4. INSTALL SOLE PLATE ANCHORS PER DETAIL BEAM CONN. 3/S0.0 (TYPICAL) 5. AT SHEARWALLS, PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 5/SO.1 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/S0.1 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING AND HOLD DOWNS CS18 STRAPPING DETAIL CS18 STRAP w/ 10" END LENGTH. FASTEN I� THIS END w/ 9-10d. I I� o WALL FRAMING w z 2x4 BLOCKING ROOF oUj @ 24" O.C. TRUSSES -- I� 2X6 FLATWISE NO NAILS REQUIRED BLOCKING FLOOR IN CLEAR SPAN SHEATHING NAILER w/3 -0.131X3" TRUSSES OR JOIST. EACH SIDE C:1 WALL FRAMING Z SHEARWALL NOTE: SW: 3/6 CRIPPLE STUDS @ 16"o. c, NAIL TO CSJ18 STRAP w/ 10" SW: /6 DESIGNATES SHEARWALL ADJACENT STUD 2-SDWC15600 END LENGTH. FASTEN NAILING - 8d @ 3" EDGE AND 6" "FIELD" w/3 -10d COMMONS ATEA THIS END w/ 9-10d. BLOCKING SOLE PLATE ANCHORS - SEE SCHEDULE ON WALL SHEATHING WALL SHEATHING ON DETAIL 3/S0.0 I FIRST FLOOR FRAMING PLAN (2)2X8 SYP#2 I CONTINUOUS. PLATE SOLE PLATE ANCHOR SPACING SCHD ALL EXTERIOR WALL 42" O.C. UNLESS OTHER NOTED SHEA WALLS 24" O.C. (SW d®3"/6") SOLE PLT ® # WHEN NOTED ON PLAN SEE NOTE 2 10d COMMONS WALL SHEATHING CONNECTING BUCK AND PLATE @ 6"o.c w/8d @ 3" EACH SIDE 2x4x12" LONG ADJACENT TO STUD. FASTEN TO HEADER WITH 2-SDWC15600 SCREWS. 1. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/S0.0 1 WOOD FRAMED HEAD ABOVE SLIDING GLASS 2. ANCHOR EXAMPLE - CING SHALL BESOLE PLT @ 336"AS 36 TED. FOR 51.1 OFFICE C T ON CENTER SPACING Lou Pontiso and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0!908 Fax. 241-9557 FL: CA # 044 SC: CA# 3579 Christopher ) Sabourin PE FL 1'E#71461 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO S ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO B ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. 7 Z U 0 Q `n w W m � J W z Q Q. J J 0 CD 00O J U-1 D w Z FIRST FLOOR FLAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME DAVENPORT -CLASSIC DESIGN/DRAWN/CHECKED CS AS LAP DATE 03.12.18 SCALE S NOTED LPA No. TOLL -18-00298 CONTROL No. 4059 SHEET 1.1 SHEET 6 OF 9 ��y« ♦ epao•M'arv♦♦♦. fir. CCi r No. 7 6 -"" : Y STATE 0 e I` Christopher ) Sabourin PE FL 1'E#71461 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO S ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO B ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. 7 Z U 0 Q `n w W m � J W z Q Q. J J 0 CD 00O J U-1 D w Z FIRST FLOOR FLAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME DAVENPORT -CLASSIC DESIGN/DRAWN/CHECKED CS AS LAP DATE 03.12.18 SCALE S NOTED LPA No. TOLL -18-00298 CONTROL No. 4059 SHEET 1.1 SHEET 6 OF 9 8 S0.2 RAFTER TAILS, SEE DETAIL 8/SO.2 CHIMNEY FRAMING SEE / DETAIL 13/SO.2. / / PORCH CEILING SHEATHING SIM. / AT BOTTOM CHORD OF 2 TRUSS SEE 2/S0.1 SIM. So.1 SIM. // /. r/ i I XI- �i P,� �i 2 8 VS0.1 S0.2 SIM. RAFTER TAILS, SEE DETAIL 8/SO.2 T07 PAN! = amIm V03 VO4 .© SHEATH CONT THRU LOW ROOF TO BOTTOM CHORD OF FLOOR TRUSS oil So.1 00 00 00 r` I 0 0 0 0 o c U_ lL "lil LL U_ U_ in I _ = o I 2)HTS16 FG01 J o 0 0 F ~ = W I @)W I z I � Y I N I U I O I I I I I SHEATH WALL CONT. THRU LOW ROOF TO BEAM BELOW I I V02 I I I Vol I N i 000) O co I r O H LL o LL ( )HTS16 5 pv�OUTLOOKERS, SIM SEE DETAIL 8/SO.2 SIM. OU TLOOKERS, SEE SIM DETAIL 8/SO.2 SIM. 5 SO.0 (2 ) TS16 HTS16 /T26 ti Jti �� [ i I o V213 LL I SHEATH WALL CONT. V21 THRU LOW ROOF TO GIRDER BELOW R (2)HTS16 0 I (2)MSTA2 V23 11 \_ _uo_ V2 LLI -- _ INNN`7 I F I ' \I V2 SHEATH CONT THRU LOW ROOF TO 1 ST LEVEL BOTTOM PLATE LO LO u> to C:) V2 j o. V28 R I HTS16 FG03 0 S 1 171 CD CD CD CD 0 CD 0 0 00_ O_ IZ 11 m D_ / In In (2)HTS161 CR (2)MSTA 4 i' 0 u- V2 111MINIINIIE11011MIN OR LVA LVA LTA Floor Truss Connector Products Manuf Product PlotlD Length Product Plies Net Qty FBM2 20-05-0 FBM1 14-09-0 onCENTERO LVL 2.0E 1 3/4" x 161 onCENTERO LVL 2.0E 1 3/4" x 16" 2 2 2 2 Floor Truss Connector List Manuf Product Qty USP THD26-2 USP THD46 2 13 TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH 2-12D TOENAILS & 1-SIMPSON SDWC15600 SCREW UNLESS OTHERWISE NOTED FLOOR AND ROOF TRUSS PLACEME T PLAN SCALE: 1/4" = 1'-0" T25 a, 5 gv�OUTLOOKERS, SIM SEE DETAIL 8/SO.2 SIM. RAFTER TAILS, SEE DETAIL 8/SO.2 SYMBOLS LEGEND TS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: 1.FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.0. 2.FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.O. 4. WHEN USING (2)H2.5T CLIPS ON 11/2" WIDE LUMBER, PLACE CLIPS D AGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. TRUSS FASTENING DETAILS Lou Pontigo and Associates, Inc. I 420 Osceola Avenue fax. Beach, Florida 32250 Ph. 242-0 08 Fax. 241-9557 FL: CA #8344 SC: CA# 3579 I PORCH CEILING SHEATHING AT BOTTOM CHORD OF 10. ° TRUSS SEE 2/S0.1 SIM. 30. 2 RAFTER TAILS, SIM. SOA SEE DETAIL 8/SO.2 STUB DIRECTLY BELOW TRUSS }�"Max SDWC15600 TOP PLATE TO STUD SDWC15600 Note: '1. Sloped -roof rafters may be sloped up to and including ' a 12:12 pitch and must be "birdsmouth" cut. j 2. Reference detail 4 for installation instructions. SIM. SIMPSON SDWC INSTALLATION RANGE `ta�`HP11 rrf,hr�rr O� t` \\ "a,.dy\ * �\fM�y■ /YFRMf 1l MfMn*{Altj"I .^��n v- �: o. 46 o 7� °O •; $ AT 0o DIRECTLY TRUSS TOP PLATE TO / p" .'••n�3� �� ` b: z� STU �LBELOW SDWC15600 STUD SDWC15600 , Christopher J S a b o u r i n PE FL PE#71461 f TRUSS TIE DOWN WITH SIMPSON SDWC REVISIONS DATE Rafter to Top Plate shown Truss to Top Plate similar PORCH CEILING SHEATHING AT BOTTOM CHORD OF 10. ° TRUSS SEE 2/S0.1 SIM. 30. 2 RAFTER TAILS, SIM. SOA SEE DETAIL 8/SO.2 STUB DIRECTLY BELOW TRUSS }�"Max SDWC15600 TOP PLATE TO STUD SDWC15600 Note: '1. Sloped -roof rafters may be sloped up to and including ' a 12:12 pitch and must be "birdsmouth" cut. j 2. Reference detail 4 for installation instructions. SIM. SIMPSON SDWC INSTALLATION RANGE 8 2 SO.2 So.1 SIM. STD NOT DIRECTL I I BLOW TRUSS SDWC15600 Note: Reference detail 2a for installation angle limit S WC INSTALLATION Rafter to Top Plate shown (Truss to Top Plate similar) STUD NOT DIRECTL BELOW TRUSS ®Do not install SDWC in hatched area SDWC15600 Overhang 1 1/2" MIN 2" MAX SDWC INSTALLATION RANGE V" minimum edge distance for full values (with or -i without a plate splice) Y," from top plate splice Offset for full values Rafter or Truss Splice may be in upper or - lower plate SDWC AT TOP PLATE SPLICE STUD NOT DIRECTL 111 BELOW TRUSS FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO � ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. Z U� j� W w V ! Q nlI 00 W J U w I L_ i Q 01z n Lij W pp J Lf) JQ � W o�o 1 F_ 00 z W !0 0 IJ U FL OR AND ROOF TRUSS PLACEMENT LAN I DO NOT SC LE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITEC URAL DRAWINGS OR CO ACT THEE O.R. PLAN NAME DAVENPORT -CLASSIC DESIGN/DRAWN/CHECKED CS / AS / LAP DATE 03.12.18 SCALE AS NOTED LPA No. TOLL -18-00298 C?NTROL No. 1 4059 SHEET 51.2 SHEET 7 OF 9 j f 8 2 SO.2 So.1 SIM. STD NOT DIRECTL I I BLOW TRUSS SDWC15600 Note: Reference detail 2a for installation angle limit S WC INSTALLATION Rafter to Top Plate shown (Truss to Top Plate similar) STUD NOT DIRECTL BELOW TRUSS ®Do not install SDWC in hatched area SDWC15600 Overhang 1 1/2" MIN 2" MAX SDWC INSTALLATION RANGE V" minimum edge distance for full values (with or -i without a plate splice) Y," from top plate splice Offset for full values Rafter or Truss Splice may be in upper or - lower plate SDWC AT TOP PLATE SPLICE STUD NOT DIRECTL 111 BELOW TRUSS FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO � ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. Z U� j� W w V ! Q nlI 00 W J U w I L_ i Q 01z n Lij W pp J Lf) JQ � W o�o 1 F_ 00 z W !0 0 IJ U FL OR AND ROOF TRUSS PLACEMENT LAN I DO NOT SC LE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITEC URAL DRAWINGS OR CO ACT THEE O.R. PLAN NAME DAVENPORT -CLASSIC DESIGN/DRAWN/CHECKED CS / AS / LAP DATE 03.12.18 SCALE AS NOTED LPA No. TOLL -18-00298 C?NTROL No. 1 4059 SHEET 51.2 SHEET 7 OF 9 Lou Ponti-o and Assolciates, Inc. 420 Qsceola Avenue Jax. Beach, Florida 32250 Ph. 242-0 08 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 +.n om `/ ♦++ \ 'Ek na.., NO 14 SYMBOLS LEGEND S I" �'� •+c E b F I0.! DESIGNATES SHEARWALL. THE HIDDEN .fe 4 0. �: \ LINE DESIGNATES SIDE OF WALL THE SW 3/64 6 SHEARWALL SHEATHING TO BE APPLIED. 8d 0 bT DESIGNATES 8d COMMONS 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. ---- BEAM OR TRUSS, SEE PLAN ANCHOR LEGEND X %" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 i X5A307 DIAMETER FULL HEIGHT SHEATH WALL CONT. THREADED ROD, SEE DETAIL 12/S0.1 0o THRU LOW ROOF TO V) (2)2x6-1 /1 (2)2 6-1/1 GIRDER BELOW DIAMETER THREADED ROD TER ® RO ATERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/S0.1 A307 DIAMETER THREADED FIRST AT � TOP PLAOD TE, SEE DETAIL12/SO.1 SHEATH CONT THRU LOW I I �' ROOF TO BOTTOM CHORD -,,,",,l --- j a- c OF FLOOR TRUSSI J �;: N SIMPSON HTT5 SEE DETAIL 15/S0.1 I J 0 o r cn 13: W m r • SIMPSON DTT2Z SEE DETAIL 15/S0.1 cv I I CI_ I QQ:�J o I �w- C/-) Of W SIMPSON LTT20B SEE DETAIL 15/S0.1 m Of Li i I WALL STUD SCHEDULE Qi _ i PLATE STUD SIZE LOCATION HEIGHT &SPACING EXTERIOR 9'-1" 2x4 SPF�/2 ®16" O.C. ":. MAX EXTERIOR 10'-1 2x6 SPF#2 ® 16" O.C. or - < i MAX 2x4 SPF#2 ® 12" O.C. ~I �:. I SHEATH CONT THRU 10'-1 TO EXTERIOR 14-0" 2x6 SPF#2 ®16" O.C. C I I LOW ROOF TO 1 ST 10'-0" INTERIOR 2x4 SPF#2 ® 16" O.C. LEVEL BOTTOM PLATE MAX 12'-0" 2x6 SPF#2 ® 16" O.C. or INTERIOR - MAX 2x4 SPF#2 ® 12" O.C. I STUD NOTES- OTES1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 1.) I 0 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET J 0-) ARCHITECTURAL REQUIREMENTS. Q 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN � YELLOW PINE. 0- 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. I Q:� 00 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS I I- _ TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. (j) W MINIMUM. SEE 3/SO.D FOR ADDITIONAL ANCHORS AT m SHEARWALLS I I C518 COMBINED USE PANEL NOTES N :2 I cX 1. EXTERIOR WALL SHEATHING SHALL BE Ld \ C 18 CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING J I SPLICE LOCATIONS FOR MULTI STORY CONDITIONS O 2. SEE SHEET SO.0 FOR WALL SHEATHING L~LI I I Q SPECIFICATIONS. _j I I LTJ U) < I m \ 3. UPPER MOST TOP PLATE SUPPORTING ROOF I O� MEMBERS SHALL BE STRAPPED AS SHOWN IN I CS18 Com? BOTTOM OF STUD _. Io DETAIL 1/SO.0 WHERE NOTED. SEE DETAIL J Q m o I AT BOTTOM RIGHT OF PAGE. J 1 Q 4. INSTALL SOLE PLATE ANCHORS PER DETAIL I I Li3/so.o CD I GENERAL NOTES Li < SHEATH WALL CONT. I I (n 1. SEE DETAIL 2/SO.0 FOR WALL FRAMING DETAIL. O_j SEE WALL STUD SCHEDULE THIS SHEET FOR STUD THRU LOW ROOF TO SIZES AND SPACING. AT GIRDERS AND BEAMS, BEAM BELOW I m PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER CIP PLIES. 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. IN (2)2x6-1 /1 (2)2x6-1 /1 (2)2x6-1 /1 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. O 5. AT SHEARWALLS, PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 5/SO.1 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING AND HOLD DOWNS CS18 STRAPPING DETAIL CS18 STRAP w/ 10" END LENGTH. FASTEN I- THIS END W/ 9-10d. I� WALL FRAMING-/iM w F I1 . J _ -- IL -- �7 NO NAILS REQUIRED FLOOR I IN CLEAR SPAN TRUSSES 1� OR JOIST. z w WALL FRAMING '� z L CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END W/ 9-10d. SE OND FLOOR FRAMING PLAN SCAL : 1/4" = 1'-0" OFFICE COrT Lou Ponti-o and Assolciates, Inc. 420 Qsceola Avenue Jax. Beach, Florida 32250 Ph. 242-0 08 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 Christopher J Sabourin PE Fl_ PE#71461 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO� ASSOCIATES PRIOR TO MAKING NY STRUCTURAL FIELD MODIFICAt'CNS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. J J 7 Z U L9_ Q `n w w m � J U w � Z Z n Q w J to Q p 0 O w 00 m OO J U SECOND FLOOR FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE EOR. PLAN NAME DAVE PORT -CLASSIC DESIGN/DRAWN/CHECKED CS AS / LAP DATE 03.12.18 SCALE AS NOTED LPA No. TOLL -18-00298 CTNTROL No. 4059 SHEET S1.3 SHEET 8 OF 9 +.n om `/ ♦++ \ 'Ek na.., NO 14 S I" �'� •+c E b F I0.! C _ .fe 4 0. �: \ Christopher J Sabourin PE Fl_ PE#71461 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO� ASSOCIATES PRIOR TO MAKING NY STRUCTURAL FIELD MODIFICAt'CNS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. J J 7 Z U L9_ Q `n w w m � J U w � Z Z n Q w J to Q p 0 O w 00 m OO J U SECOND FLOOR FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE EOR. PLAN NAME DAVE PORT -CLASSIC DESIGN/DRAWN/CHECKED CS AS / LAP DATE 03.12.18 SCALE AS NOTED LPA No. TOLL -18-00298 CTNTROL No. 4059 SHEET S1.3 SHEET 8 OF 9 3 GABLE END 12 BRACE ND 12 1 50.2 SEE 12/SO. �12 GABLE END So.2 BRACE GEB01 SEE 12/SO.2 ((7 TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES 1. STRAP TRUSSES AND ROOF RAFTERS TOIBEARING WITH 2-12D TOENAILS & 1—SIMPSON SD C15600 SCREW UNLESS OTHERWISE NOTED OOF TRUSS PLACEMENT PLA ALE: 1/4" = 1'-0" SYMBOLS LEGEND TS16 I DESIGNATES UPLIFT CONNECTION. EBB NOTESa 1. F R TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. Fr GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.0. 4. MIH EN USING (2)H2.5T CLIPS ON 1'/Z" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. TRUSS FASTENING DETAILS F D DIRECTLYv ___1 OW TRUSS SDWC15600 TOP PLATE TO STUD SDWC15600 TRUSS TIE DOWN WITH SIMPSON SDWC Rafter to Top Plate shown Truss to Top Plate similar Optimal 22X' /\ 30' STUD DIRECTLY BELOW TRUSS 10' 0' Y"MOX SDWC15600 TOP PLATE TO STUD SDWC15600 1. Sloped—roof rafters may be sloped up to and including a 12:12 pitch and must be "birdsmouth" cut. 9 Reference detail 4 for installation instructions. SIMPSON SDWC INSTALLATION RANGE 11STUD NOT DIRECTLJ BELOW TRUSS L 'J w' SDWC15600 Note: Reference detail 2a for installation angle limit SDWC INSTALLATION Rafter to Top Plate shown (Truss to Top Plate similar) 1 0 STUD NOT DIRECTL ®Do not install SDWC in hatched area SDWC15600 Overhang 1 1/2" MIN 2" MAX SDWC INSTALLATION RANGE )4` minimum edge distance for full values (with or — without a plate splice) X" from top plate . f splice Offset for full values Rafter or Truss Splice may be in upper or lower plate SDWC AT TOP PLATE SPLICE Asso':ciates, Inc. 420 �sceola Avenue lax. Beach, Florida 32250 Ph. 242-0,908 Fax. 241-9557 FL: CA # $344 SC: CA# 3579 Christopher I Sabourin PE FL PE#71461 ISTDIRFIJOWNTTRUSS OT ECTLYII t t` REVISIONS DATE I FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO a 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. RO F TRUSS PLACEMENT PLAN DO NOT SCWLE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME DAVENPORT—CLASSIC DESIGN/DRAWN/CHECKED CS AS LAP DATE 103.12.18 SCALE S NOTED 1 LPA No. TOLL -18-00298 CONTROL No. 4059 SiIEE1 SIA SHEET 9 OF 9 < • z Y f - • I • S T_� • � R w C Irl g Christopher I Sabourin PE FL PE#71461 ISTDIRFIJOWNTTRUSS OT ECTLYII t t` REVISIONS DATE I FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO a 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. RO F TRUSS PLACEMENT PLAN DO NOT SCWLE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME DAVENPORT—CLASSIC DESIGN/DRAWN/CHECKED CS AS LAP DATE 103.12.18 SCALE S NOTED 1 LPA No. TOLL -18-00298 CONTROL No. 4059 SiIEE1 SIA SHEET 9 OF 9 O Z LL O �z z 0LLJ Ce w � M ce ce-z `° 0 w O M o j w Q LU >�0 oo= z = � who 0Wo w O E (n p Z QO LU 0 ULna 0 �Wo w Z z = Q w Wo LU OJ F- < 0 �i o LL 0 d J U W m ado O O U) a�� Uw Z Ln ~ z o z CeU.)¢ LU Wa ma> j O J 0 F- J Q o�U) oo� J O b ao� O Ce a O z >- ED z�o� ¢w n� >_ CQ LU J LU Q zxow �U) Ocn_jw Uj Q U } LY Co z 0 > O L w O= w� w O F- Z 03 Co Ce oa>O LU U zz=o n�-j<2 Q U) x z ce¢Lo p wp ? w Q U D O w U � _ z O w V) z z � O 0 cn Z L1. in O V O F� a O aG d wLU a Q .-. 7 LU Z W LL Z Q Z LU LL_ U O LU Q w i uj H U F - z LULU L< oz=� 0 oLUmw �ooU- <UF- o TH ABBREVIATION LIST Abbrev. Description Abbrev. Description Abbrev. Description # NUMBER F.P. FIREPLACE PT. LD. POINT LOAD & AND FRT. FRONT PWD. POWDER - EQUAL FT. FEET PLW. PLYWOOD @ A/C AT AIR CONDITIONING FTG. F.O.M. FOOTING FACE OF MASONRY _ R _ RISER ABV. ADJ. ABOVE ADJUSTABLE GAL GALLON RA RAD. RETURN AIR RADIUS A.F. JABOVE FLOOR G.A. GAUGE REF. REFRIGERATOR A.F.F. JABOVE FLOOR GD GARAGE DOOR REINF. REINFORCING AHU _FINISHED AIR HANDLING UNIT GFI GROUND FAULT INTERRUPTER RM. ROOM 0 ALTERNATE GLGLASS F-- =3 R.O. ROUGH OPENING _ALT. _ ALUM. ALUMINUM G.W.B. _ GYPSUM WALL BOARD RQD. REQUIRED ry n ca RISK CATEGORY: II R & SH ROD SHELF B.B.Q. BARBECUE H HIGH R.W.C. --& RAIN WATER CHANNEL BD. B.F.F. BOARD BELOW FINISHED FLOOR HB HD. / HDR. HOSE BIBB HEADER _ SF / SQ. FT. . ................. SQUARE FEET BOTT. BOTTOM HGT. / HT. HEIGHT SGL SINGLE BR. BRICK HORIZ. HORIZONTAL SHT. SHEET BKFST. BREAKFAST _ INSUL INSULATION SH. SHWR. SHELF SHOWER CALC. CALCULATIONS INT. INTERIOR SL. SLIDER C.J. CONTROL JOINT I.L.O. IN LIEU OF SPECS SPECIFICATIONS CL CENTER LINE 40 _VIE. S.P.F. SPRUCE PINE FIR CLG CEILING KS KNEE SPACE SPRG. PT. SPRING POINT CMU CONCRETE MASONRY UNIT 58 PBC. STD. STANDARD C.O. CLEAN OUT _ L LONG STL. STEEL COL. ____.___ COMP. COLUMN ...�._.. _ ..... ___ ____ _ � COMPRESSOR LAV _.._____-_. LDRY _ LAVATORY _.__.___..__ ..__. � _ LAUNDRY STOR. STORAGE CONC. CONCRETE LIN ILINEN T TOP CONT. CONTINUOUS LT _ LAUNDRY TUB T&G TONGUE & GROOVE DB. DOOR BELL M. B. i 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. IMIRROR 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. DW DENSE SELECT STRUCTURE DISHWASHER N.T.S. _ NOT TO SCALE V.B. VERT VAPOR BARRIER VERTICAL DWG. DRAWING V.T.R. _ VENT THROUGH ROOF O.A. OVERALL E E. E. EGRESS EACH END O.C. 0. H. ON CENTER OVERHEAD W W/ WIDE WITH E.W. EACH WAY OPT. OPTION(AL) W.C. WATER CLOSET EL. ELEVATION OPNG. OPENING WD. WOOD ELEC. ENCL. ELECTRICAL ENCLOSURE OSB PED. ORIENTED STRAND BOARD PEDISTAL SINK WDW. W.I.C. WINDOW WALK-IN CLOSET ENG. ENGINEERED POLY POLYVINYL WP GFI WATERPROOF GFI EQUIP EXT. _. FIN.FLR. EQUIPMENT EXTERIOR _ FINISH FLOOR P.S.F. P.S.I. PSL POUNDS PER SQUARE FOOT PE_WE POUNDS R SQUARE INCH _......._._ PARELLEL STRAND LUMBER W.W.M. W.W.F. WELDED WIRE MESH _ LDED WIRE_ FABRIC FLR. IFLOOR I P.R. POWDER ROOM FND. FOUNDATION P.T. _d_� PRESSURE TREATED I 1C SQUARE FOOTAGE NOTES GRAPHICS LEGEND PARTIAL SECTION INTERIOR ELEVATION S. F. - DETAIL # IDETAIL # DRAWING # ___ DRAWING # SECOND FLOOR .......... .. . _w_._ - BUILDING SECTION DETAIL CALL -OUT -- -------. - DETAIL # ( - DETAIL # DRAWING # / --- DRAWING # 3040 SQ. FT. ., 238 CEILING HEIGHT CHANGE 219 GARAGE(s) 444 TOTAL CENTER LINE SPANISH TILE ; 30 — ELEVATION MARKER ® SHAKE SIDING IFLOOR PLAN NOTES, SCHEDULES, & DETAILS AR 96399 SLAB RECESS SIDING Javier A5.1.18 FRAME BEARING WALL AR 98560 BRICK 0 72328 INTERIOR WALL (NON-BEARING) STUCCO FINISH ® CMU MASONRY WALL EARTH ® GABLE END WALL SECOND FLOOR DIFUSSER LAYOUT INSULATION ® N N ;. FRAMED KNEEWALL - DECORATIVE STONE 0 SECOND FLOOR ELECTRICAL LAYOUT DROPPED SOFFIT F-- =3 PRE -CAST LINTEL/ HEADER � _j DESIGN CRITERIA FLOOR - FRAME SINGLE FAMILY RESIDENCE: GROUP R3 TWO STORY: FIRST SECO14D FLOOR - FRAME BUILDING TYPE: V - B ry n ca RISK CATEGORY: II DESIGN BASED ON LORIDA BUILDING CODE WIND DESIGN BASED ON: ASCE 7-10 6TH EDITION (2017 JU 03 07 08 09 VER, F.B.C. 6TH EDITION (2017) RESIDENTIAL ULTIMATE DESIGN WIND SPEED = 130 MPH F.B.C. 6TH EDITION (2017) MECHANICAL NOMINAL DESIGN WIND'SPEED = 101 MPH F.B.C. 6TH EDITION (2017) PLUMBING EXPOSURE; B F.B.C. 6TH EDITION (2017) ENERGY ENCLOSED BUILDING INTERNAL +.18/-.18 viE CONSERVATION _ _ PRESSURE COEF.: _ CMN. MSN. F.B.C. 6TH EDITION (2017) FUEL GAS FOR WINDOWS/DOORS, SEE FLOOR CFT. CRAFTSMAN Uj PLAN FOR ACTUAL PRESSURES: X Iry F.B.C. 6TH EDITION (2017) ACCESSIBILITY NATIONAL ELECTRIC CODE 2014 (NFPA 70) FEMA N.F P.A. 1012014 _RULES _&_REGULATIONS _ JASCE 7-10: MINIMUM DESIGN LOADS THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED RENAISSANCE AND SEALED OR WHILE CURRENT CODE IS VALID SQUARE FOOTAGE NOTES AREA CALCULATIONS S. F. FIRST FLOOR 2285 SECOND FLOOR 75 TOTAL LIVING AREA 3040 SQ. FT. COVERED ENTRY 238 COVERED LANAI 219 GARAGE(s) 444 TOTAL 3941 SQ. FT. LIST OF DRAWINGS CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. CLASSIC ELEVATION C1 GN1 ICOVER SHEET - Inde . 11---..., . .____ .....__...._.__.... GENERAL NOTES _.._ FOUNDATION PLAN A1.18 A1.N _ SLAB LAYOUT _ FOUNDATION PLAN, NOTES, SCHEDULES__,_ & DET_AI_LS t q FLOOR PLAN ; 30 A2.18 A3.18 FIRST FLOOR PLAN SECOND FLOOR PLAN A3.N IFLOOR PLAN NOTES, SCHEDULES, & DETAILS AR 96399 Manuel Gonzalez, AIA EXTERIO_ R ELEVATIONS A5.18 FRONT SIDE ELEVATIONS Javier A5.1.18 _& REAR & SIDE ELEVATION, & ROOF SLOPE PLAN AR 98560 A5.2.18 EXTERIOR ELEVATION DETAILS 72328 BUILDING SECTIONS A7.18 BUILDING SECTIONS o L U _ DIFFUSER LAYOUT__ M1.18FIRST FLOOR DIFFUSER LAYOUT M2.18 SECOND FLOOR DIFUSSER LAYOUT U N N ;. W ELECTRICAL LAYOUT E1.18 FIRST FLOOR ELECTRICAL LAYOUT-��__________._______. a, F >co^ E2.18 SECOND FLOOR ELECTRICAL LAYOUT OMU -� LU � _j STANDARD _NOTES & DETAILS _ D3STANDARD NOTES & DETAILS D7 STANDARD NOTES & DETAILS D8 STANDARD NOTES & DETAILS CL LU i11 0 °'moo 2 co L C ry n ca HOUSE ELEVATION ABBREVIATIONS ABBR. FULL NAME ELEV. CODE _MAN . _ WIL._ PRO. CHA. MANOR WILLIAMSBURG PROVINCIAL CHATEAU_ JU 03 07 08 09 VER, VERSAILLES 10 CLA._ CLASSIC 18 MED. TRA.TRADITIONAL MEDITERRANEA_N 19 20 COU. COUNTRY MANOR C) 21 HER. HERITAGE 22 CMN. MSN. CIMMARON MISSION 28 30 CFT. CRAFTSMAN Uj 31 SCL. SPANISH COLONIAL E w 32 BOR. BRO. BORDEAUX------.-- BROUGHAM U O 33 39 REN. RENAISSANCE 01 Z 40 _VIE. VIENNA > 41 TUS. CLS. TUSCAN CALAIS _44 46 ITV. ITALIAN VILLA 58 PBC. PALM BEACH 80 CRB. CST. CARIBBEAN COASTAL 81 82 oca Ui W W (n U U z U a LU C0 U H Z Q • • 4W 00 fV l0 T-1 TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. February 8, 2018 �jel Gonz'1111 tt t t q Y ; 30 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W 00-0 o L U _ rn 00 � 0, U N N ;. 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ITIS THE SUBCONTRACTORS SOLE RESPONSIBILI Y 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 TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE OWNS MAY BE NECESSARY. STRUCTURAL DESIGN CRITERIA LIVE LOADS: ROOF 20 PSF (REDUCIBLE) XTERIOR, or OSB RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED 40 PSF GLASS BLOCK BALCONIES/DECKS /C -D, EXTERIOR OR OSB 40 PSF VERSA LAM BEAM: Fb = 2900 PSI STAIRS EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. 40 PSF U.N.O. ATTIC WITHOUT STORAGE WOOD ROOF DESIGN LOADS: 10 PSF BUILDING IDENTIFICATION ATTIC WITH STORAGE 20 PSF 20 PSF 20 PSF TOP CHORD DEAD LOAD: HABITABLE ATTICS POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE 30 PSF Sang-Yub Lee, PE SLEEPING ROOMS BOTTOM CHORD DEAD LOAD: 30 PSF CONCRETE CONCRETE UNLESS OTHERWISE I VDICATED 3000 PSI STRENGTH STUCCO WIND UPLIFT RESISTANCE: @ 28 DAYS ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8" THREE COAT STUCCO SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS, DESIGN FOR NEW WIND REINFORCING: WELDED WIRE FABRIC SHALL CO qFORM TO ASTM A185 LOAD, BUT NOT EXCEEDING ACTUAL ALL REINFORCING BARS ASTM A615-60 60,000 PSI ALL STIRRUPS AND TIES WOOD FLOOR DESIGN LOADS: TRUSSES: DEAD LOAD: ASTM A615-60 60,000 PSI OUTDOOR KITCHENS POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS. OF TOTAL: 60 PSF CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE FIBERS PER CUBIC YARD CONCRETE ASTM C90-01, STANDARD WEIGHF UNITS, fm=1500 PSI MORTAR TYPE "S" 1800 PSI MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED UNITS: DURING CONSTRUCTION Us kA 00 i c: co Q,) Lr) . STRUCTURAL ALL STRUCTURAL AND MISCELLAINEOUS STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD STEEL: WELDS: E70XX ELECTRODES ALL, BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 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 2014 FBC 2411.1.2 SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1% 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. WOOD BEAMS RAFTERS JOIST PLATES: U.N.O. NO. 2 SOUTHERN YELLOW PINE (19% M.C.) FRAMING: ROOF DECK: PLYWOOD C-C/C-D, XTERIOR, or OSB OF pto FLOOR SHEATHING: T&G A -C GROUP 1 APA RATED (48/24) GLASS BLOCK WALL SHEATHING: PLYWOOD C- /C -D, EXTERIOR OR OSB MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S - 1800 psi AT 20 DAYS VERSA LAM BEAM: Fb = 2900 PSI (2.OE) EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. WOOD COLUMNS: PARALLAM 2.OE U.N.O. GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: BUILDING IDENTIFICATION TRUSSES: TOP CHORD LIVE LOAD: 20 PSF 20 PSF APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH TOP CHORD DEAD LOAD: 10 PSF 20 PSF POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE AR 98560 Sang-Yub Lee, PE PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4" TALL AND 1/2" THICK AND CONTRAST WITH BOTTOM CHORD DEAD LOAD: 10 PSF 10 PSF THEIR BACKGROUND. TOTAL: 40 PSF 50 PSF o rn STUCCO WIND UPLIFT RESISTANCE: 10 PSF 10 PSF ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8" THREE COAT STUCCO SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS, DESIGN FOR NEW WIND FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD PLYWOOD PANELS. LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. N c CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. WOOD FLOOR DESIGN LOADS: TRUSSES: DEAD LOAD: 20 PSF OUTDOOR KITCHENS LIVE LOAD: 40 PSF ALL CONSTRUCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. TOTAL: 60 PSF CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE Z FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR U_;,tea fo GRILLS OR COOKTOPS. FOUNDATION/SITE PREPARATION: 1, FOOTINGS WERE DESIGNED FOR AN ALLOWABLE S IL BEARING 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 IN EPENDENT GEOTECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEOTECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RECOMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ENGINEER. 3. WRITTEN CERTIFICATION THAT THE MINIMUM DESI JN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHA BE MADE BY 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 PESTICIDE' 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 CO PLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMERSERVICES." 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 B FIELD TREATED TO PREVENT INSECT INFESTATION. OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 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 LOH 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 INCH IN DIAMETER, MIRRORS MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. H V A f N(1TFC 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 & 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. r,Hr)1AIFR HFAr1 HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE 7'-4" HEIGHT OF SHOWER HEAD AT SECONDARY BATH SHALL BE 6'-10" GENERAL NOTES ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. DRAWINGS SHALL NOT BE SCALED. INSTALL SOFFITS PER FBCR R703.1.3 AND R616. SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). EN EN z 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. OF pto f Gong 9 7 A, Ovan G. 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ABOVE CROWN OF ROAD ,I r, r--- _____ , --------------moi ��_--------_� ------- 11 H I T -r �Cl- 6 PLUMBING WALL I �PROVIDE i i Ii 6'-11" 'I L_ - - - I - - J ELECTRICAL CHASE AIA TO ISLAND TYP. 1 j T -A I I -5 1 2" I 1 1 I I - 11 I I 11 11 o I I -!II ---- -------- 1------- ----------------------------- - - —GAS LINE TO COOKTOP I I 21_911 21_01, 2 '-10" 13 71.111 0 N C) 2'-0 -i o -----I -J _ - _ _ .. -_--,, -...- N__� - �__� CD 61.011 11.41 SLOPE PAVERS @ 1/8" PER FOOT - - - - - - o -- o a Uj T; �Lnn Ln 14'-011 4" PLUMBING WALL TYP. U.N.O. 201.011 14'-411 PAVERS ON STEMWALL C) M 21_011 01_311 771_011 0 51_211 21_011 871_311 71_211 SLAB LAYOUT SCALE: 1/411 = 1'-011 n s 941.511 SB 18 CLASSIC NOTE: FIELD TO VERIFY ALL GAS LINE LOCATIONS PRIOR TO POURING SLAB A A7.18 0'-0" ELEV. T.O. PAD STEM WALL FOUNDATION 0 N O N (W V o w d- i 9.0 U U U LLJ Q m H Qz J CD 00 0 00 l0 0-1 rl W DDITIONAL NOTES, SCHEDULES, & DETAILC. AN BE FOUND ON THE A1.N SHEET. 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. February 8, 2018 s ' Aft 067 1 " Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Lij o rn LU O 00 Ln o LAJ V) N Uja � Q M 0 v Y�I a c. a oo4 GJ -0O ce c, M Ln E 0 00 a E J c < p N V J -1 I� �p O d' ¢ %0 0 aN F U_ j} LU L l s LU O Z 'Z p W U Uja.., J LU F > ' W q n LU W M Ln CD 8 1 LU I LLj 00 i F i 3 I 7-1 � T ---I `0 00 =� In to a L O U W a 0 a I M LL. O �z z Q 2u) z0 En w = oC � a 8 m � 0 O 0- I w Q >F=—CO 0 Q = O 0 O = z=� aFF'Fz LU s O O w O oVo Z Q = O LU �o UNO15L Q Uj�o LU Z LUZ � Q � 0 LU O = Z J Q OO LL. 0 d J m LU 0 EA w U a 00 ) a�LU U u w m Z Z 0 Z ceUj tQ w OL O}w ma> �O J � J O Q w_ (n O En cn o� J O W U-1 3- OF- a O z =mo z V) Z QwV)'_' mmw� J 2 w Q D 0 z = 0 w O V) w LU _ w V) zC:) > z 3: 0 LU Ogwcn w OU ca 0 0 Q 91. w O w > U LU J z Ln (n Q Q LU U) W 0 O Ow Z Z 0 w w= p Q = 0 = U N z O w z zLU z� Oz 0 �o 0 zLU�Q ¢0ace �Ww> LLJ W 10z LU LL z Q Z U O LU Z=Zo WWm -oma= a��L' w ca w ,_.., Z J O O LL. Q U F— O FRONT WALL OF GARAGE PROVIDE 1 1/2" D x 5" W RECESS AT GARAGE DOOR PROVIDE 4 1/2" D x 8" W SLAB RECESS BRICK PAVERS FOUNDATION NOTES SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS_ 2. CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS____.__n_.._.__..._. 3. EXTERIOR SLABS SHASLOPE 1/8"PER FOOT --,-,--,AWAY FROM HOUSE PROVIDE 8"X 1 1/2" RECESS AT SLAB 4' PERIMETER (TYP., U.N.O.)_ _ nBELOW OINGOTS SHALL BE MINIMUM OF12" 5' GRADE INDICATES DOOR OPENING XN.W.M. PLACED IN UPPER /3 OF SLAB OR FIBERMESH .EINF. PER PLAN /8L' (MIN.) SAWCUT x 1/4 OF LAB THICKNESS SEE OUNDATION 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 �.NSCALE: 3/8" SECTION @ GAR. DOOR SCALE: 3/4" = 1'-0" PLAN VIEW RECESS IN SLAB GARAGE DOOR SLAB RECESS U U U Q Mw W 1171 00 N T-1 TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW, February 8, 2018 OF 40, , of Go/7., F ,� Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj o rn L.0 co ¢ 00 [� V Z U) N W« oma' >� °0 o L N � LU _ Q wtD I _ ......__ U CL < _jZ au_ o ff L.1,. LLJ kn no L 0c) ca 0) fOU) EOE` ..J J a- U n J iO O N x. o ,. C Uj M V) i Uj O U Z z or O a. > U Q w N J Q NLU w ,^-L CG (D M N Uj W �0 €czs W J LU U F - z z o O O LL 1014.0 zC) �z z c) 1-1 o(W LU oC U) a 0 m CGZ J OLL_ w J 0 LU z LU LU Q > ~ O 0 0 = z = F- Q�z O Uj 0 w O w 0 (n Z QO LU U Otu- Q � 0 �u > N = Z w �� 0 LU LL. J =zQ 0 0 OC U_ 0O 0 LU U c m O Uj UU o 0 U Qcece Z W w Co ~zz c 3e U) LU oC a 0 ce ED > --i 0 J Oa wv=i in 0 0 ce � 0 Mt5Q a 0 aC 05e�_ Boz = m UjO zNP"Z QwU) m ca LU J ED Q0 2-r LU 3N w � J w 2 ¢ `n >_ a oc m z 0 > O 0 W Z gwcn w O Z U LU 0o p[ n- Z w Q W Q W (n LU o oz Z w W=ho ~¢=o= U w L_ z O w �E U) gZEnz 0 0 <r o ff o ce F- LU En Uj ED w z ¢ LU LL. Z Uw � O 90,51e W Qw z=z0 �z W) Lcuo o z0 = En F—=> a �� U< w m w ,-zJV _j00U- Q U F- O Im 0 O 0 0 N Is C B A7.18 A7.18 94'-5" 101.311 101.011 1 601.41' 13'-10" 21.01' 81.311 51.81' 10 41-411 31.711 101.811 18 1.011 91_811 81.3" 2'-91f 21.0" 71-111 21.011 191-411 A/C COMP. FIELD VERIFY WINDOWS ARE TEMPERED GLASS ENCLOSURE GAS WATER DROP-IN TUB WITH AT LEAST 80" APA T AFTER ON 48" HIGH WALLA pNG i I HEATER WOOD FRAMED DECK WINDOW CASING EE TOLL PM CABINETRY ONLY TEMPERED GLASS EN(0 BOT,. TO F.F.E. OF -4 O ® O HB .....Q,.,_ 61T 7'_8'1 KNEE I _ N 1T i SPACE o WATER SOFTENER LOOP \ t ------ - V�A- -- - I F— / LU 161-911 ' 1" O 1_711 51_511 I 231_111 ( / 1 _10" cn MT. - 7 SHOWER O ` .7 C) NICHE T' l o I TWO CAR GARAGE - - - - - - - - I II ,--' I II I II ' II 1-10V2111 1 1' -�' 51-711 1 111-211 = 3 -2 -11 = 121-011_10/ I 9'-0" CLG. 1 / ti 6" M STER BATH =- MASTER 22"x54" ATTIC ACCESS o1 ,/ 1 g� �4 10'-0" CLG. a, BATH . W/ PULL-DOWN STAIRS al / 1 MASTER BEDR00 10'-0" CLG. h 10'_0" CLG. O 42"VAN. _ — _ 1 0l / I - _ in L---=-- _ W ....:::..:.;:�.�::::.•::::•:::::::::� ::::: OPA " VTR .;1• 6,,\6"f N VV . GAS D.1 QI \ oS1.71'1I 21.4z'1 1.6% 3' 10%" — — 1 SPACE6„�STORAGE Co 6 0 LUI 9'-0" CLG = o W,I.C. �, �, LAUNDRY 1110"X10" AIR JUMPERU) 101-0" CLG. 0' 0'. CLG. 10'_0'1CLG. `D 3 '4 °� "' 0 1 I 36" HIGH RAILING W/ LINEN �..... .....—.... .._ _.. TEP = I \ PICKETS SPACED TO 00 -6O o I \ I REJECT 4" SPHERE ...01_81' ff _011 41_ II '1'_711 _1 2 2 I I \ MT. '� 20'_9" I \ 6'10'b' i I I I I I I I I i I COVERED LANAI 1 10'-0" CLG. I I I I - I - PAVERS `r =c LU LU A c~n U-) I I 1 I BOX OUT BEAM TO COL. WIDTH (TYP•) I (REAR GAS LINE REAR GAS LINE ( I FOR FUTURE FOR FUTURE I GRILL FIRE PIT I 1 0 ' N — — — — - 21_01, 8'-3" 5'-1" 1 311_011 L 151-011 71_011 51_211 2'-011 01 101_311 771_011 71_211 01 94'_5" c B A7.18 A7.18 FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" CLASSIC COMMUNITY DEVELOPMENT :� i�� g ENT O VED 10'-0CLG. ' o SINK W/ DISP. KITCHEN 11 3'-l0" °O ::. GAS COOKTOP --- 10 =0" CLG I BATH 2 ' 21.6" M BEDROOM 2 I 10'-0" CLG. 0-0" CLG. - " 10'-0" CLG. — - I 22 ® 5 4 15"VAN . ( 0^ O I W_.. ------ ao O 2 M I 1 OI KS I S1 - c� L-------- BEDROOMI 3 101.01, CLG I � 0 CLG. O M 15 VAN. 2'-9" ® 5'- " - GREAT ROOM 0" CLG. R&SIH 1 . A3.14 AR 9f 7 J C> W 10' CLG. 10'-0" CLG. Ovan G. Drummond, AIA NyyyyyyM AR 96399 .a, � O 1" 2'-10" R CESSED 1 - 0 Lee, PE -------- — — --------- 61 72328 Uj 19'-0" 7'-9%' 11'-5%" SOWER NICHE�, 8'_0" �� jI 5'-11" 18'J 8'-0" M 7'-4" I 00 M- _5 � w 42" OPEN RAILING FLAT SOFFIT @ �,1 I -�� 0 VESTIBULEI 1 _ o Q ro CJ W/ PICKETS „ _ 9 -0 A.F.F. TYP. I 1 1T FOYER 1 10 -0 CLG. '-0" MT. � COVERED ENTRY o o 0® U_1 SPACED TO REJECT U.N.O. CLG. '�' 14'-011 10'-0" CLG. N '� 00 o � � z A 4" SPHERE, TYP. I _h -1 T' Q I Z = R _^ &S a, 1 n - 151-411 1 n - ' - n N - ,-' - 2X6 WALL @ 34 1/2 ROUGH '� ", 4'-0" I ' 7'-4" 0 3'-8' '-1' 611 kD o_ '-7' , 14'-0" XI C , LU U CL Q ' I � Q I - 21_01, 8'-3" 5'-1" 1 311_011 L 151-011 71_011 51_211 2'-011 01 101_311 771_011 71_211 01 94'_5" c B A7.18 A7.18 FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" CLASSIC COMMUNITY DEVELOPMENT :� i�� g ENT O VED 10'-0CLG. ' o SINK W/ DISP. KITCHEN 11 3'-l0" °O ::. GAS COOKTOP --- 10 =0" CLG I BATH 2 ' 21.6" M BEDROOM 2 I 10'-0" CLG. 0-0" CLG. - " 10'-0" CLG. — - I 22 ® 5 4 15"VAN . ( 0^ O I W_.. ------ ao r --------- --__ D/w -'*]-----I------------- ------------ � a I � o _ = RECESSED PT. DBL I SHOWER NICHE '^ REF. OVEN N I DINING Pnnm 41, ti BEDROOMI 3 101.01, CLG I � 0 CLG. O M 15 VAN. 2'-9" ® 5'- " - 611 1 " 11 -6 O� O I 1 . BREAKFAST AREA AR 9f 7 J C> 21_01, 8'-3" 5'-1" 1 311_011 L 151-011 71_011 51_211 2'-011 01 101_311 771_011 71_211 01 94'_5" c B A7.18 A7.18 FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" CLASSIC COMMUNITY DEVELOPMENT :� i�� g ENT O VED 10'-0CLG. ' o SINK W/ DISP. KITCHEN 11 3'-l0" °O ::. GAS COOKTOP --- 10 =0" CLG I BATH 2 ' 21.6" M BEDROOM 2 I 10'-0" CLG. 0-0" CLG. - " 10'-0" CLG. — - I 22 ® 5 4 15"VAN . ( 0^ O I W_.. ------ ao _ - o ' _________i ....._ _. _____. ... ___ __-_-- E -' o _ = RECESSED PT. DBL I SHOWER NICHE '^ REF. OVEN N 41, ti I' HB `D rO O 1 . PANTRY AR 9f 7 J C> W 10' CLG. 21_01, 8'-3" 5'-1" 1 311_011 L 151-011 71_011 51_211 2'-011 01 101_311 771_011 71_211 01 94'_5" c B A7.18 A7.18 FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" CLASSIC COMMUNITY DEVELOPMENT :� i�� g ENT O VED N 36" HIGH RAILING W/ PICKETS SPACED TO 011 REJECT 4" SPHERE 00 N Ir__11. ko 'Uj IV/ I� �z �Q )DITIONAL NOTES, SCHEDULES, & DETAIL kN BE FOUND ON THE AM SHEET. TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE LU February 8, 2018 7CtF F12 �.. 41, ti one � � 2 0 { 1 . k AR 9f 7 J C> W Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA 'ZD O N AR 98560 ■ 0 Lee, PE 72328 Uj U A U A7.18 LU .j 00 M- _5 � w U U) 'Lt W btu Q ro CJ X. a m o 0® U_1 N 0 co �r E ,� d C N U n L.jID C N o � � z N a Q I Z a, LU LU o LLj, U L U O O z� C N 36" HIGH RAILING W/ PICKETS SPACED TO 011 REJECT 4" SPHERE 00 N Ir__11. ko 'Uj IV/ I� �z �Q )DITIONAL NOTES, SCHEDULES, & DETAIL kN BE FOUND ON THE AM SHEET. 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. February 8, 2018 7CtF F12 �.. 41, ti one � � 2 0 { 1 . k AR 9f 7 J C> Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj o rn LU .j 00 M- _5 � w <C U) 'Lt W btu 0 LNCO ro CJ Z a 0® J 0 co �r E ,� d C N U n L.jID a o � � 0 N a 7-1 a Z LU LU LU LU LLj, U L U O z� a , LU U CL Q ' I � Q I N Lu �i J ¢1 J ce I 0 W € (1) M �) . ca �I 1 j cle W i I I i Zz J T� N 0 < Ln LL. LU ro, L 1014.0 z LL. C:> (5 Dz z Qom zc�n° O '! x LLJ M ce m cC z J 0w J LL. w oc O a 0 z � w Q > ~ LUO O = z x �— Q�z 3: 0 > oc Un 0LU >0 w 0 Q w Q Z a =o LU 0 UV);Fc LU 0 wEn �O W2- Z = Q w ceo w OJ F— Z Q x O O LL. 0 J ULU m aUo D O V) LU < ce Cie Z LCL w Ca Z �thQ �a� � zw m Q > J0J Q F-0=LU i) 0 0O ice J 0 W LA b 6-09 0Cle a 0 z =mo ZLU Ln U)0Z Q w cn ca LU w QC) 0 z=0L.0 �U)LUU) J w x < I:e Z p > 3:V)00 x D2:LU w O LU ma eC Z w z z x 0 LU (np-+JQ LU W Q V) w 0 O_ Z w w U p Q : D = �U-)wl- z O w zLLj zz� Opcn Z a V) 0 0 p H Q ^ N Q O z oC LU Q Z � LU w 0 z LU LL Z Q Uj LL. z U r 0 w _ cn cc W QwL'i Vj p LIJ LU ED 0LU 0=U) Ui . F- Qt50� L w m w 1.. Z J tU+ J Z J LL. .j O O tL Q U H O A7.18 I I I I I I I I I I I I I I I 0 0 2" X 30" TTIC CCESS SECOND FLOOR P N SCALE: 1/4" = 1'-0" I LOFTI I M N 9'-0" CLG. N I I 119'-7" ©I �Ol � (�) I I 5'-62'1 41_ 11 41.711 20'-3" CLASSIC COMMUNITY DEVELOPMENT APPROVED LU LU V W U U U LUQ m U z Q P•• 4w �J TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE AMICABLE MINIMUM BURRING 20'-3" IN EFFECT AS OF DATE OF CERTIFICATION BELOW. 10'-1211 71.3211 RECESSED 'SHOWER ' © NICHE e ' I :::::::::•:::• ::::::::::::::....::::::::::::'. cp Bell) A Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA BATH Javier Hernandez, AIA AR 98560 M 72328 Uj 0 rn LU 00 Ln 00 141-3 11 9'-0" CLG. <j . - W ��, 0 > CO a L' E LU N M LL Q LL M -- _ . Uj €1 i c pp co 0 I �EDROOM EOE¢ E < p N U t� �D o 0 N- U- 9'-0" CLG, 21.211 + L1N 1 I� _1 81.611 ,--1 51.911 .7 7 10 31 211 _ i LU ' U z 42" VAN. :: ri � > LU i Q Uj I Q _ bo 1 z '' w z LU I m 0 r-1 en 22" X 3611 0 # of i s © ATTIC U1 j Otj i i I i i E r i i I z ACCESS 00 <49 ;a. p `S M L_2� y�Z R&SH N KI S I-1 IS31 011 ' LIAL NUMBER 1014.0 0 ..w L 42 HIGH KNEE " CONT. DN. '-' WALL W/CAP HANDRAIL 31 41 YZ I 151-7Y4" F I\ I I LOFTI I M N 9'-0" CLG. N I I 119'-7" ©I �Ol � (�) I I 5'-62'1 41_ 11 41.711 20'-3" CLASSIC COMMUNITY DEVELOPMENT APPROVED LU LU V W U U U LUQ m U z Q P•• 4w �J TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE AMICABLE MINIMUM BURRING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. February 8, 2018 e ' I Bell) A Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj 0 rn LU 00 Ln 00 U <j . N D N W ��, 0 > CO a L' E LU N M LL Q LL M -- _ . Uj €1 i c pp co 0 °' 2Ln= EOE¢ E ®M < p N U t� �D o 0 N- U- I� Uj i LU ' U z LJJU � > LU i Q Uj Q - J z LU I m 0 r-1 en # of i s 0 LU ; U1 j Otj i i I i i E r i i I z 00 ;a. p `S M y�Z LU W LIAL NUMBER 1014.0 Q L 0 U �L a 0 a- :. O Z LL. �O � z z Q O � z0 w oZ cm W J LL. LU ado z OJ w Q � F- o oLU rn 0= Z=F- LU V) oc 0Wo w � r - W Q a=o LU W LU 2r U O Q tn �ceo Z Z = Q w 0 w OJ =ZQ o U_ oa_j CIO LU 0 w 00V a�LU Lj w z 0° ~zz c�¢ w w =a o >- Ce 2M W _10--j F-wc=n �oUw-) J O ao� Oce O z = m O �Lno0 Q Ln z mmw� J W Q z = o w �V)wM O cn _j W Q g V } 0 2n �O>� 3: HOW O �guj wcn =;Wo �Zw� oc mcc�z LU � Q ce in = Z p ? w f w = p =o= LA kn z zz � gZ0Zo Q W Z Q o z oc ��w> z � LU ww z Q Z U w r O aa _ Qw Z = Z O LMU w oz=� NOF= a owX: �wcow O O U- Q U H O STAIR RAILING AND GUARD RAILING NOTE STAIR RAILING, STAIR GUARD RAILING, BALCONY RAILING, AND BALCONY GUARD RAILING, SHALL BE CONSTRUCTED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT ALONG THE RAIL IN ANY DIRECTION. IT MUST ALSO WITHSTAND A UNIFORM LOAD, NOT CONCURRENTLY WITH THE CONCENTRATED LOAD, OF 50 POUNDS PER LINEAR FOOT APPLIED ALONG THE RAIL IN ANY DIRECTION. INTERMEDIATE STAIR RAILS AND POSTS (IN -FILL) SHALL iNITHSTAND A HORIZONTAL LOAD OF 200 POUNDS APPLIED AGAINST ANY ONE SQUARE FOOT AREA, NOT CONCURRENTLY ►KITH OTHER LOADS. INTERMEDIATE BALCONY RAILS AND POSTS (IN -FILL) SHALL WITHSTAND A HORIZONTAL LOAD OF 50 POUNDS APPLIED AGAINST ANY ONE SQUARE FOOT AREA, NOT CONCURRENTLY WITH OTHER LOADS. THE UNIFORMLY DISTRIBUTED LIVE LOAD FOR THE STAIRS SHALL BE 40 PSF MINIMUN. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1-1/4" AND NOT GREATER THAN 2". IF THE HANDRAIL IS NOT CIRCUALR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4" AND NOT GREATER THAN 6-1/4" WITH A MAXIMUN CROSS SECTION OF DIMENSION OF 2-1/4" EDGE SHALL HAVE A MINIMUN RADIUS OR 0.01 INCH. 2x12 WD. CARRIAGE (3 REQ'D.) 2x4 STUD WALLS 1 A3.N 2 A3.N 2x WD. TREADS TYP. 15 TREADS @10" W/ 1" NOSING RAILING @ 36" 1" NOSING TYP. WD. NAILER THRUST BLOCK STAIR SECTION CALE : 1/4" = 1'-0" LGASHREPLACE 10 M FIREPLACE ELEVATION CALE: 1/4" = 1'-0" IC STAIRS NOTE: 18 RISERS @ 7 9/16" 17 TREADS @ 10" * ACTUAL STAIR RISER TO BE VERIFIED BY CONTRACTOR IN FIELD (:�_LDOOR TAG DOOR SCHEDULE =DOOR CALL -OUT LOCATION TYPE SIZE REMARKS 1 THERMA-TRU INSULATED ENTRY DOOR 31-011 X 81-011 UPGRADED DOOR 2 HOLLOW CORE DOOR 2'-6" X 8'-0" EGRESS / VINYL -LOW E 3 DOOR 2'-8" X 8'-0" SELF-CLOSING, SOLID WOOD NOT LESS THAN 1-3/8" / OR 20 - MINUTE FIRE - RATED 4 HOLLOW CORE DOOR 2'-0" X 8'-0" VINYL -LOW E / TEMPERED 5 NOT USED 24 1/2" X 24 1/2" VINYL -LOW E / TEMPERED OVER GARAGE DOOR 6 HOLLOW CORE DOOR 2'-8" X 8'-0" EGRESS / VINYL -LOW E 7 HOLLOW CORE BI -PASS DOOR 61-01f X 8'-011 VINYL -LOW E / TEMPERED 8 O.H. METAL GARAGE DOOR 16 -0 X 8-0 NON -INSULATED RAISED PANEL -DESIGNER DOOR 9 HOLLOW CORE DOOR 2'-6" X 6'-8" o rn 10 HOLLOW CORE DOOR 2'-0" X 6'-8" Leo 11 HOLLOW CORE BI -PASS DOOR 5'-0" X 6'-8" °3 00 12 HOLLOW CORE DOOR 2'-10" X 8'-0" U)N 13 NOT USED % > c CL CoMH 14 SLIDING GLASS SHOWER DOOR 5'-0"x6'-8" TEMPERED 15 POCKET HOLLOW CORE DOOR 2'-6" X 8'-0" Yom"Uj i 16 POCKET SLIDING GLASS DOOR 16'-0" X 8'-0" TEMPERED 17 FRENCH DOOR 5'-0"x8'-0" TEMPERED 18 GARAGE SERVICE DOOR 2'-8" X 6'-8" (�7 WINDOW TAG WINDOW SCHEDULE CLASSIC WINDOW CALL -OUT LOCATION TYPE R.0. SIZE REMARKS A SINGLE HUNG 2030 24 1/2" X 36 1/2" VINYL -LOW E/ TEMPERED B SINGLE HUNG 3060 36 1/2" X 72 1/211 EGRESS / VINYL -LOW E C SINGLE HUNG 3050 36 1/2 X 60 1/2 EGRESS / VINYL -LOW E D FIXED 4050 48 1/2" X 60 1/2" VINYL -LOW E / TEMPERED E FIXED 2020 24 1/2" X 24 1/2" VINYL -LOW E / TEMPERED OVER GARAGE DOOR G SINGLE HUNG 3060 (2) 36 1/2" X 72 1/2" EGRESS / VINYL -LOW E H FIXED 2816 32 1/2" X 18 1/2" VINYL -LOW E / TEMPERED INSULATION SCHEDULE LOCATION TYPE R -VALUE U.N.O CEILING @ LIVING AREA FIBERGLASS 38 EXTERIOR WD. FRAME WALLS FIBERGLASS 19 WALLS TO LIVING AREA FIBERGLASS 11 0 W Q W i U U z U Q w m U H Z H Q 00 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. February 8, 2018 O FIFL O , ' . \. Z,. M e Goo g' t Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 LIJ o rn LU Leo C) F- °3 00 U <00 U)N % > c CL CoMH � QDI V to Yom"Uj i � " a � � C) O V Ul c0 Ln n ® co E O CL- J N V n J ..,.1 ¢ o a U O wCL� .5 _ Uj �a Q LU N n cC LU O V' M Ui o A n.. i J W 1� dS J LU i0 � Z � Z a. O OJ W . NjAlBER 1014.0 O 2w_ LL. 0 �z z Q O � w � x w oc � a 8 - cc ac z 0 w J w � O a o W Q > E- 0 o?rn Lu z0E- a�Z LU 03-.0 > c J Lu 0 W 0 LU V o z F = O ce LU U OCL Q � � O LU z x Z W cc 0 W OJ ~zQ 0 o 0 0 JLU V oC m QUo 0 0 Ln Q LUc ZLL. WMM ♦ W •-+ Z/Z Uj F_ L�LUL/ ma> J O J J � J Q O W (/1 Oo� J O 4 a 0 0CeF. 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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. WORK FI TRIM NISHES SHALL WRAP ALL OPENINGS 5. EXTENDING AT LEAST INTO THE UNDERSIDE OF THE 0 P E N I N G,....... __ _....._.___._..... __... .w ..... .. ....... ;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 INSTALLATION9. _ ELECTRICAL CONTRACTOR TO COORDINATE -MOUNTING MOUNTING :HEIGHT OF COACH LIGHTS WITH TOLL RROTHFRS P.M. ADDITIONAL ELEVATION NOTES: 1- PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH 7" " HEEL 2- ALL HIPS TO BE MANUFACTURED WITH A 1 1/2 OFFEST AT CORNERS 3- ALL GABLE END TRUSSES TO BE MANUFACTURED WITH AN ADDITIONAL 1/2" DROP RIGHT ELEVATION SCALE: 1/4" = 1'-0" CLASSIC PLATE HEIGHT 2ND FIN. FLR. TOP OF HEEL Ah, 0 N FIN. FLR., W (29 oc W (J1 .O W U U U LUQ m U H Z W O O 1 �s V 00 W Cn z Q T_ TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING ASPHALT SHINGLE ROOFING PROVIDE PROVIDE RIDGE VENTS, TOLL BROTHERS P.M. TO VERIFY LOCATIONS February 8, 2018 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, February 8, 2018 FL el Gonz V,,,� o, Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W 01-0 o M LU o 00 ¢ 06 N Ljj _j �--� o i - Q M O L �r L-Lj i Qja w�op 0 N � M 0Q F Eoo6< JCL < V N L %0 o 'IT < ko N d. 1- 3 1 ® 1 3 3 1 f 1 ga i LU j Y 'j 3 LLJ i TOC U I 0 .A <� LLJa- cn LU U . � LU Q N W LUN m V Ui ' ,M'� O $I a an LU L .) 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TO VERIFY LOCATIONS III February 8, 2018 OF FL0�� , � _ CC) nUe! Gone Zo ° w t L i CLASSIC COMMUNITY DEVELOPMENT `=ap r,n,0V LOUVER ROOF SLOPE PLAN SLOPE: 7:12 U.N.O. SCALE: 1/8" = 1'-0" ADDITIONAL ELEVATION NOTES: 1— PRE—ENGINEERED TRUSSES TO BE MANUFACTURED WITH 7" " HEEL 2— ALL HIPS TO BE MANUFACTURED WITH A 1 1/2" OFFEST AT CORNERS 3— ALL GABLE END TRUSSES TO BE MANUFACTURED WITH AN ADDITIONAL 1/2" DROP CLASSIC ROOF VENT CALCULATION TTIC AREA (TOTAL UNDER ROOF) 3186 IVIDE BY CODE REQUIREMENT 300 MIN. NET FREE VENTILATING 10.62 AREA REQUIRED NOTE: FBCR 806.2 EXC. 2; PERMITS ROOF VENTILATING AREA TO BE CALCULATED AT 1/300 PROVIDED THAT 40-50% OF THE REQUIRED VENTILATION IS PROVIDED BY ROOF VENTILATORS LOCATED WITHIN 3'-0" OF THE RIDGE OR HIGH POINT (UNLESS CONFLICTS EXISTS) MEASURED VERTICALLY, AND THE BALANCE OF THE REQUIRED VENTILATION BY EAVE OR CORNICE VENTS. FIN -P.- ---------- ---------- LEFT E LE SCALE: 1/4" = 1'-011 ATI O N CLASSIC 53- 8 5.2.18 TYP. 5.2.18 5.2.18 TYP. W C� W V) W U U U Q w 00 U H CDQZ J 00 O CD TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING ASPHALT SHINGLE ROOFING ii PROVIDE RIDGE VENTS, TOLL BROTHERS P.M. TO VERIFY LOCATIONS III February 8, 2018 W C� W V) W U U U Q w 00 U H CDQZ J 00 O CD 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. February 8, 2018 OF FL0�� , nUe! Gone 4 ° w t L i Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 o ON LU o 00 a- °3 T (,n ��1 W cf T > o Q MQ Q L 0 Z IL fu U01-< %,U V) N�°c L C 0 00 w 2 Ln �o . ' J V) CL ¢ N U L J _jn .-, tD o ¢ t 0 N i LL I Vii; L Lij U3 LA} LU �I U 0 ,^ ~, W U Uj LU Q Uj X l I J N n WUj J cC Z ;� � O �? 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FLR_ X 6 TRIM X BLOCKING HULK AS IEEDED FLOOR - SYSTEM SHEATHING WATER -RESISTIVE BARRIER JOINT FLASHING AS REQUIRED NAIL PER MANUFACTURER SPECIFICATIONS LAP SIDING CONCRETE FOUNDATION SIDING '8WAINSCOT DETAIL A5.2.18 SCALE: 1/2" = 1'-0" i VA -rnTAA CLASSIC -SHAKE SIDING -FLASHING 2nd FIN. FLR. -1X2CAP -1 X 6 TRIM -1 X BLOCKING SHAKE SIDING LOUVER DETAIL A5,2,18 SCALE: 1/2" = 1'-0" W Q W (n U U U Q w U z Q 00 COASTAL ! p 000 i w D �Z Q F-- cD CLASSIC IoC 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. February 8, 2018 411 el Go , u nz a , 67 yy "D d. Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W o rn LU 00 u0 4-0 00 U) 00 ^O . �Md' E t1 a.� (1)-0o LLJ V1 L Coo cti no w Ln �t E < N O 0 a N 1 j 1 0 � :,..� e.: I .4 ; , , v"LU re W L I UjLU DC U 2t' 3z J L.LJ U j Q LU Q ? 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PRE-ENGINEERED TRUSSES DESIGNED BY TRUSS MANUFACTURER LOFT BEDROOM 4 I' PRE-ENGINEERED TRUSSES DESIGNED BY TRUSS MANUFACTURER MASTER W,I,C. DINING ROOM BATHROOM i B BUILDING SECTION A7.18 SCALE: 1/4" = 1T-0" PRE-ENGINEERED TRUSSES DESIGNED BY TRUSS MANUFACTURER CABINETRY & APPLIANCES ARE FOR REFERENCE ONLY CLASSIC ROOF PER CONTRACT (TYP.) SEE SHEET AIN FOR INSULATION SCHEDULE COVERED LANAI ROOF PER CONTRACT (TYP.) PRE-ENGINEERED SEE SHEET A3.N FOR TRUSSES DESIGNED BY INSULATION SCHEDULE TRUSS MANUFACTURER CLASSIC BUILDING SECTION CALE: 1/4" = 1T-0" CLASSIC W Q ce W 1 O 9.1.O U U U Q LU 0o U F— z Q TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. February 8, 2018 P101 B BUILDING SECTION A7.18 SCALE: 1/4" = 1T-0" PRE-ENGINEERED TRUSSES DESIGNED BY TRUSS MANUFACTURER CABINETRY & APPLIANCES ARE FOR REFERENCE ONLY CLASSIC ROOF PER CONTRACT (TYP.) SEE SHEET AIN FOR INSULATION SCHEDULE COVERED LANAI ROOF PER CONTRACT (TYP.) PRE-ENGINEERED SEE SHEET A3.N FOR TRUSSES DESIGNED BY INSULATION SCHEDULE TRUSS MANUFACTURER CLASSIC BUILDING SECTION CALE: 1/4" = 1T-0" CLASSIC W Q ce W 1 O 9.1.O U U U Q LU 0o U F— z Q TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. February 8, 2018 ek Gonza .'6 � Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj 01-0 � WO 4 00 00 < to N c 0) >00 LU LL v Z a ` 76o2 a sn U C�0 MLS N 0�< _, N < a U n ¢ kD o ko qt N `AW& r U_ Z LU ce I— 'w � I E LUUj i U Z a' V) L1J I U LU W a. 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MASTER ® BATH FIRST FLOOR DIFFUSER LAYOUT SCALE: 1/4" = 1'-0" LAUNDRY I VESTIBULE FOYER c COVERED ENTRY BEDROOM 3 i 3410 DIFFUSER LEGEND ® SUPPLY F= I RETURN ® EXHAUST FAN FOR REFERENCE ONLY (w V LL W V 1 ko U U U Q m U 1—� z Q W w 11,x. M c* ko r -I 'w V p z Q r= V H�/ LL TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WTH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DAT: OF CERTIFICATION BELOW. February 8, 2018 el GQn e , o e � y DA Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 o rn a T -q ao Zj 0000 (/) N Uj 0 >00 o O. �� LU i L Z � a ca < LU V1 0" _ 2 Uco cc i N MLn -c 0 0 CC C V'i S ca p N U J B kD O a N '- 0�.:..` ALF LLJ ce F Lu Uj L3 s Lnj 1 W ' 1 ..� LLQ z O U z a z O LUH CL QU-1 f F I N Lu J J Z W I (D M 00 3 i i O � I 1 LJL p c COVERED ENTRY BEDROOM 3 i 3410 DIFFUSER LEGEND ® SUPPLY F= I RETURN ® EXHAUST FAN FOR REFERENCE ONLY (w V LL W V 1 ko U U U Q m U 1—� z Q W w 11,x. M c* ko r -I 'w V p z Q r= V H�/ LL TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WTH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DAT: OF CERTIFICATION BELOW. February 8, 2018 el GQn e , o e � y DA Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 o rn a T -q ao Zj 0000 (/) N Uj 0 >00 o O. �� LU i L Z � a ca < LU V1 0" _ 2 Uco cc 00 N MLn -c 0 0 CC C V'i S ca p N U J B kD O a N '- 0�.:..` ALF LLJ ce F Lu Uj L3 s Lnj 1 W ' 1 ..� LLQ z O U z a z O LUH CL QU-1 f F I N Lu J J Z W I (D M 00 3 i i O � I 1 LJL p UAL NUMBER 1014,0 U Z LL O �z z a 4 („ O Ivv 4 W x cC � a of m cc z � OW U_ w � o 0- 0 z I W Q > ~ O Q O = zxF- LU O ce O w O CD 0 Q Fes— 0 Z H = O VU)Q LU 0 w in- ce O W Z Z = Q W F cC -' O W O J = Z Q _O ce H O W 0%_0 m U Of f-1 Q O O O O U) LUQ U i w Z m Z cn O Q a =Uj �L O >- w Ce Q > J 0 J QQ 0 (� O 0 J O W ex. 0 ce C:) z =mo ZU)0Z Qw cn mca LU � Jx w¢o0 Z x 0 W U) W V) O (n _j W < , co Zo>� 0 x o LLJ g W cn Ln LU LU o F_ LU cc m ce z LU Z 2-- = LU ( _3 Q LUQcn w N 0z cc < U) OnZW LU F— U W F- U_ W zzz� O O cn z a U) O 2M 1-4 Z w O Q < O% —C H a wLU Q h-1 w 0 z U5 ti Z Q Z U f:O (n�w 9 Q W S r o LUz Lnca �� 0o=� LUWCOW �z_j1—I _joo� <U�_0 0 BEDROOM 4 2211 X 30" — ATTIC ACCE W/ LIGHT & SWITCH SECOND FLOOR DIFFU ER LAYOUT SCALE: 1/411 = 11-011 LOFT IV 7 i� CLASSIC DIFFUSER LEGEND ® SUPPLY RETURN ® EXHAUST FAN FOR REFERENCE ONLY �W V ;2s H Calf U_j Ln ko U U U Q w m U H z Q � 6-10 • 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. 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INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 3. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING WEATHER RESISTIVE BARRIER TAPE NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE). CONFORMING TO AAMA 771-07 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE. 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. 4. INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS. WEATHER RESISTIVE BARRIER - 2 2 DO NOT FLASH OVER BOTTOM NAILING FLANGE WINDOWS TO BE INSTALLED PER AAMA 100-07 1 FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING 61 SILL PAN (EXT�-2TYPICAL WINDOW FLASHING DETAIL D 3 N.T.S. (EXT -2) WALL PER PLAN EXTERIOR DOOR THIS DETAIL ONLY APPLIES AT EX7ERIOR DOORS THAT HAVE NO IMMEDIATE OVERHANGS ABOVE THEM AND DOORS THAT HAVE A SECOND STORY WALL ABOVE THEM. EXTERIOR DOO EXT -6 HEAD DRIP DET IL D3 N.T.S. 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FLOOR ELEV @ 0-0" ' pb IEJ IIE 1 I i I 4" CONIC SLAB W/ 1= I VAPOR BARRIER 4 a I I= REFER TO STRUCTURAL DRAWINGS FOR COARSE COUNT & FOOTING SIZE • _ (PROVIDED BY Q OTHERS) :: ::) TWO—STORY WALL SECTION D7 SCALE: 3/4" ROOFING PER CONTRACT. (CONTRACTOR TO — PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) ALL ROOFING UNDERLAYMENT TO BE SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET TO COMPLY WITH ASTM D 1970 PRE-ENGINEERED WD TRUSS, 24" O.C. INSULATION BLOCK 2X4 SUBFASCIAL METAL DRIP EDGE 1X6 FASCIA TY VENTED SOFFIT W/3" DIAM. VENTS @ 48"- 0. C., TYP. FINISH MATERIAL—` PER ELEVATION REFER TO ELEV. FOR OVERHAN( EXTERIOR SHEATHING TO BE FLUSH WITH THE EDGE OF THE FOUNDATION, 1/4" GAP BETWEEN FOUNDATION AND SHEATHING WATER RESISTANT BARRIER - (2 LAYERS REQUIRED) POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM FLASHING M SEE PLAN I SCHEDULED WINDOW (SEE FLOOR PLAN) 1/2" GYPSUM WALLBOARD ON STUDS W/ WALL INSULATION (SEE ENERGY CALCS) 2x SYP. #2 WD. STUDS @ 16" O.C., TYP. 2x P.T. SILL PLATE CONNECT WALL TO FOUNDATION PER FRAMING DETAILS -PROVIDE CONT. METAL TERMITE SHIELD UNDER SILL PLATE -FINISHED BASE MOULDING MAIN FIN. FLOOR I-IELEV @ 0'-0" :4. . 4.. I =1 I II 4 CONIC SLAB W/ VAPOR BARRIER —III REFER TO STRUCTURAL b IDRAWINGS FOR III- COARSE COUNT & _ = FOOTING SIZE • �, • I=I (PROVIDED BY —III i OTHERS) II � EXTERIOR WALL -qFC'TTON WITH WINDOW SCALE: 3/4" = 1'-0" ROOFING PER CONTRACT. (CONTRACTOR TO — PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) ALL ROOFING UNDERLAYMENT TO BE SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET TO COMPLY WITH ASTM D 1970 PRE-ENGINEERED WD TRUSS, 24" O.C. INSULATION BLOCK 2X4 SUBFASCIA METAL DRIP EDGE 1X6 FASCIA VENTED SOFFIT W/3" DIAM. VENTS @ 48"- 0. C., TYP. FINISH MATERIAL--- PER ELEVATION REFER TO ELEV. FOR EXTERIOR STRUCTURAL— SHEATHING AS REQUIRED BY FRAMING DETAILS 2x SILL PLATE WATER RESISTANT BARRIER— (2 LAYERS REQUIRED) POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM 2x RIBBON FASTENED TO FLOOR TRUSSES PER TRUSS ENGINEER WAINSCOT/TRANSITION -� 2x RIBBON FASTENED TO FLOOR TRUSSES PER TRUSS ENGINEER PRE-ENGINEERED WOOD FLOOR TRUSSES (VERIFY W/ TRUSS ENGINEER FOR TRUSS LAYOUT) DBL. 2x SYP. WD. TOP PLATE SCHEDULED WINDOW (SEE FLOOR PLAN) WINDOW ATTACHMENT COMPLIANT WITH FBC-R --� EXTERIOR SHEATHING TO--\ BE FLUSH WITH THE EDGE OF THE FOUNDATION, 1/4" GAP BETWEEN FOUNDATION AND SHEATHING WATER RESISTANT BARRIER - (2 LAYERS REQUIRED) POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM FLASHING M MAIN FIN. FLOOR ELEV @ 0'-0" SEE PLAN CEILING INSULATION (SEE ENERGY CALCS) 1/2" RIGID GYP. BD. DBL. 2x SYP. WD. TOP PLATE 2x SYP. #2 WD. STUDS @ 16" O.C., TYP. WALL INSULATION (SEE ENERGY CALCS) 2x SYP. #2 WD. HEADER -SEE SCHEDULE --SCHEDULED WINDOW (SEE FLOOR PLAN) WINDOW ATTACHMENT COMPLIANT W/ FBC-R _2x SYP. #2 WD. STUDS @ 16" O.C., TYP. WALL INSULATION (SEE ENERGY CALCS) f --CONNECT WALL PER FRAMING DETAILS f --FINISHED BASE MOULDING x-3/4" GYPCRETE (OPTIONAL) 3/4" THK. T&G SUBFLOOR TOP OF FLOOR TRUSS Ln W Q BATT INSULATION REQUIRED AT GARAGE (SEE ENERGY CALCS) 1/2" RIGID GYP. BOARD 1/2" GYPSUM WALLBOARD ON STUDS W/ WALL INSULATION (SEE ENERGY CALCS) HEADER, SEE FRAMING PLAN FOR SIZE AND DEPTH SCHEDULED WINDOW (SEE FLOOR PLAN) 1/2" GYPSUM WALLBOARD ON STUDS W/ WALL INSULATION (SEE ENERGY CALCS) 2x SYP. #2 WD. STUDS @ 16" O.C., TYP. 2x P.T. SILL PLATE CONNECT WALL TO FOUNDATION Q PER FRAMING DETAILS z PROVIDE CONT. METAL TERMITE SHIELD UNDER SILL PLATE FINISHED BASE MOULDING 4'. 4" CONIC SLAB W/ VAPOR BARRIER b'4 a REFER TO STRUCTURAL DRAWINGS FOR FOOTI-_ COARSE COUNT & < • =I (ROVII EDI BY 1= OTHERS) TWO—STORY WALL SECTION SCALE: 3/4" Q Z CEILING INSULATION (SEE ENERGY CALCS) 1/2" RIGID GYP. BD. DBL. 2x SYP. WD. TOP PLATE 2x SYP. #2 WD. STUDS @ 16" O.C., TYP. WALL INSULATION (SEE ENERGY CALCS.) 2x SYP. #2 WD. HEADER -SEE SCHEDULE SCHEDULED WINDOW (SEE FLOOR PLAN) 1/2" GYPSUM WALLBOARD ON STUDS W/ WALL INSULATION (SEE ENERGY CALCS) 2x SYP. #2 WD. STUDS @ 16" O.C., TYP. 2x P.T. SILL PLATE CONNECT WALL TO FOUNDATION PER FRAMING DETAILS -PROVIDE CONT. METAL TERMITE SHIELD UNDER SILL PLATE -FINISHED BASE MOULDING MAIN FIN. FLOOR I-IELEV @ 0'-0" :4. . 4.. I =1 I II 4 CONIC SLAB W/ VAPOR BARRIER —III REFER TO STRUCTURAL b IDRAWINGS FOR III- COARSE COUNT & _ = FOOTING SIZE • �, • I=I (PROVIDED BY —III i OTHERS) II � EXTERIOR WALL -qFC'TTON WITH WINDOW SCALE: 3/4" = 1'-0" ROOFING PER CONTRACT. (CONTRACTOR TO — PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) ALL ROOFING UNDERLAYMENT TO BE SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET TO COMPLY WITH ASTM D 1970 PRE-ENGINEERED WD TRUSS, 24" O.C. INSULATION BLOCK 2X4 SUBFASCIA METAL DRIP EDGE 1X6 FASCIA VENTED SOFFIT W/3" DIAM. VENTS @ 48"- 0. C., TYP. FINISH MATERIAL--- PER ELEVATION REFER TO ELEV. FOR EXTERIOR STRUCTURAL— SHEATHING AS REQUIRED BY FRAMING DETAILS 2x SILL PLATE WATER RESISTANT BARRIER— (2 LAYERS REQUIRED) POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM 2x RIBBON FASTENED TO FLOOR TRUSSES PER TRUSS ENGINEER WAINSCOT/TRANSITION -� 2x RIBBON FASTENED TO FLOOR TRUSSES PER TRUSS ENGINEER PRE-ENGINEERED WOOD FLOOR TRUSSES (VERIFY W/ TRUSS ENGINEER FOR TRUSS LAYOUT) DBL. 2x SYP. WD. TOP PLATE SCHEDULED WINDOW (SEE FLOOR PLAN) WINDOW ATTACHMENT COMPLIANT WITH FBC-R --� EXTERIOR SHEATHING TO--\ BE FLUSH WITH THE EDGE OF THE FOUNDATION, 1/4" GAP BETWEEN FOUNDATION AND SHEATHING WATER RESISTANT BARRIER - (2 LAYERS REQUIRED) POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM FLASHING M MAIN FIN. FLOOR ELEV @ 0'-0" SEE PLAN CEILING INSULATION (SEE ENERGY CALCS) 1/2" RIGID GYP. BD. DBL. 2x SYP. WD. TOP PLATE 2x SYP. #2 WD. STUDS @ 16" O.C., TYP. WALL INSULATION (SEE ENERGY CALCS) 2x SYP. #2 WD. HEADER -SEE SCHEDULE --SCHEDULED WINDOW (SEE FLOOR PLAN) WINDOW ATTACHMENT COMPLIANT W/ FBC-R _2x SYP. #2 WD. STUDS @ 16" O.C., TYP. WALL INSULATION (SEE ENERGY CALCS) f --CONNECT WALL PER FRAMING DETAILS f --FINISHED BASE MOULDING x-3/4" GYPCRETE (OPTIONAL) 3/4" THK. T&G SUBFLOOR TOP OF FLOOR TRUSS Ln W Q BATT INSULATION REQUIRED AT GARAGE (SEE ENERGY CALCS) 1/2" RIGID GYP. BOARD 1/2" GYPSUM WALLBOARD ON STUDS W/ WALL INSULATION (SEE ENERGY CALCS) HEADER, SEE FRAMING PLAN FOR SIZE AND DEPTH SCHEDULED WINDOW (SEE FLOOR PLAN) 1/2" GYPSUM WALLBOARD ON STUDS W/ WALL INSULATION (SEE ENERGY CALCS) 2x SYP. #2 WD. STUDS @ 16" O.C., TYP. 2x P.T. SILL PLATE CONNECT WALL TO FOUNDATION Q PER FRAMING DETAILS z PROVIDE CONT. METAL TERMITE SHIELD UNDER SILL PLATE FINISHED BASE MOULDING 4'. 4" CONIC SLAB W/ VAPOR BARRIER b'4 a REFER TO STRUCTURAL DRAWINGS FOR FOOTI-_ COARSE COUNT & < • =I (ROVII EDI BY 1= OTHERS) TWO—STORY WALL SECTION SCALE: 3/4" Q Z Y, 0 u zw '-' o 0z z ¢ O z cin oLU ff= Raaf omz c LU w w LU o a 3 0 z 1 w ¢ m >F -o 00= M = F- 0�0 > cc Un 0>0 oNLUo z _ Z5 U Ln Q a kn = z w �¢� ce LU OJ =z¢ �o0 U_ 0 d J m ce U 0 O n ¢ ce ce V u w z co �z0 � (n LU LU LU ca J � J 00=) o0& 0 oc (4 � o&� aoz =mo zU)0(D ¢ w mm,Z� LU ¢ D 0 z =0 w wV) J w QgUn a >- �m aa0>� 0 QZZo g w cn _ 0 w O Qw Q9 oc m cc z LU zzs0 N ¢ ww¢V) ce oz �Q�o O Z w t-1 � a50= U Z O w zzz� O 0 Ln z a. Ln O U Qo O Z cC U-1CL ¢ LU LU 0 z w ti z¢ 00 O LU UH z = 1a („ w w�&cc Oz=N o�5 ab0� LUwoow U z LL. O O U- < U 1— 0 ¢UF -0 11-2M NOTE: BRACKETS REQUIRED IF COUNTERTOP CANTILEVERS MORE THAN 10" COUNTERTOPS OUTLET BOX CENTER SIDEWAYS IN BACKSPLASH 2X4 HALF WALL CABINET K INT -1 ITCHEN 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 � FLOODSTOP ADJUSTABLE GAUGE COAT WETBED SHOWER DRAIN LINER SET IN SEALANT @ 2" SHOWER DRAIN FLANGE OVLR ROOFING FELT NOTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL BE USED IN LIEJ OF CERAMIC WHEN MARBLE/ MARBLE TILE OPTIONS ARE SELECTED. T�SHOWER & CURB ON FRAMED FLOOR D8% SCALE: 3/4" = l'-0" (INT -4) INT -2 D8 z J LU ao o� or J o Ln _w cl�cl� U_ > LU SET MIRROR 3" FROM SET MIRROR 3" END OFF BACK SPLASH MIRROR=VANITY -5" FROM INSIDE CORNER 36" HIGH X (VANITY -5") MIRROR i 2" MIRROR TRIM ANITY MIRROR INSTALLATION INSTRUCTIONS: . MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. 1/4" MIRROR 1/2" RECESS FOR MIRROR AT BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE ORNER. (MIRROR TRIM WILL NOT BE INSTALLED AT INSIDE CORNERS.) . UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED EFORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 2" +/- FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. 1ASTE R BATH MIRROR WOOD TRIM D ETA --ALE: 1/2" = 1'-0" (INT -1) IL REFER TO FLOOR PLAN, VARIES BY MODEL N NOTE: EXACT SIZE AND SHAPE VAIRES BY MODEL AS WELL AS PLUMBING ACCESORIES. REFER TO ARCHITECTURAL PLANS BY MODEL. CORNER SHELF FLOOR TILE a 2" SHOWER DRAIN cn ¢J 0 LZ U � U _c �m Q LU F-> M LU O a 1) U m _ 2" MIRROR TRIM ANITY MIRROR INSTALLATION INSTRUCTIONS: . MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. 1/4" MIRROR 1/2" RECESS FOR MIRROR AT BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE ORNER. (MIRROR TRIM WILL NOT BE INSTALLED AT INSIDE CORNERS.) . UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED EFORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 2" +/- FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. 1ASTE R BATH MIRROR WOOD TRIM D ETA --ALE: 1/2" = 1'-0" (INT -1) IL REFER TO FLOOR PLAN, VARIES BY MODEL N NOTE: EXACT SIZE AND SHAPE VAIRES BY MODEL AS WELL AS PLUMBING ACCESORIES. REFER TO ARCHITECTURAL PLANS BY MODEL. CORNER SHELF FLOOR TILE a 2" SHOWER DRAIN u= LZ EFFECT AS OF DATE OF CERTIFICATION OELOW. 00 TILE AT DOOR Q THRESHOLDLU a 1) (1) CERAMIC CORNER SHELF AT 48" A.F.F. WALL TILE SHOWER ELEVATION I T-5 STANDARD SHOWER SHELF LOCATION 8 SCALE: 1/2" = 1'-0" (INT -5) DRYER VENT (TYPICAL) GAS PIPE (TYPICAL) FOR GAS DRYER ONLY DRYER VENT BOX - ATTACH PER MFR. O INSTRUCTIONS P.T. SILL PLATE (IF SLAB ON GRADE) DRYER VENT (TYPICAL) ---CAL) 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) (IN -3 DRYER VENT BOX FOR DRYER ONLY D8 SCALE: 1/2" = 1'-0" (INT -3) TILE OR STONE ON 1/2" HARDI BACKER BOARD OVER %" EXT. PLYWOOD ON 2X4 FRAMING. VARIES - SEE PLANS 2X4 @ 16" O.C. x x kDROP IN TUB 1 N N + 2X4 TO BE P.T. WHEN IN CONTACT W/ CONC. 1 ROW OF TILE 'T X N SUPPORT UNDER TUB AS REQ. BY MANUFACTURER'S. FR -33 DROP IN TUB DETAIL D8 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 POST TO — BLOCKING. 2x BLOCKING BETWEEN FLOOR TRUSS AGAINST END POST. SUB FLOOR. / / / �\rte/' A,\ NAILS(TYP) COMPARE MANUFACTURER'S DIM OF TUB & PUMP LOCATION 2X4 LEDGER 2X4 CRIPPLES FLOOR TRUSS. (FR -34 HA 08 N.T.S. LF WALL TIE-IN DETAIL (FR -34) Q z 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 OELOW. a 1) _ U , f Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Ljj o M LIJ O M r-4 o a Ln F- w 0 UZ LU � � n rq (n N >-�, �. 0Uj Low N Lfo- J T Z U U j a 6 N-6Or;, III V1 U 00 M 0 N (v Ln E� 1 ,_ E 0 a: O N U J i0 O ko 0 N CL Z €.awa ', 1 Uj I ZE U-1 a W zi , Q z z Lj L I U_ ^ t U vi o , LU LU i V J J H oZS Uj iF— 'O z 00 Q rx� F e. U Z UA Q , o LLJ th D SERIA,w ��IUMBE 1014.1