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1732 ATLANTIC BEACH DR - PERMIT RES18-0070 DWGSr" r— r7 rf A 9 r1 r— 5 r_% f-111 r_2 t A Roof Truss Connector List Floor Truss Connector List Manuf Product Qty Manuf Product Qty USP JUS24 3 USP THD26-2 1 USP THD26 13 USP TH046 2 USP THD28 1 Tib VO3 JO CEIL 4G $$1C dlit jW Voe J12 1 CEIL NG -- V06 V02 $ V0e P.'. F07 Fcm JO Two STORY T26 FOYER J -or I'' OPEN TO III # Ili ABOVEM T2JOT II E E FFf III T26 III I'''' b Ydr 7-x0-00 i a a T26 , -00 III W. T26 J07li'', 8 8 1 ill III. q T26 y I',I T26 �jl- Roof Truss Connector List Floor Truss Connector List Manuf Product Qty Manuf Product Qty USP JUS24 3 USP THD26-2 1 USP THD26 13 USP TH046 2 USP THD28 1 FIRST FLOOR LAYOUT BUILDING CCMPD�lENT SUPPLY, 11 4627 JP HALL BLVD, SUITE 2 GREEN COVE SPRINGS, FL 32C 0: 904.297.9390 F: 904.529.1 406 BEARING HEIGH' 1 01- 1 1 , 201-5 THIS IS A TRUSS PLACEMEN DIAGRAM ONLY. These trusses are designed a individual building components to incorporated into the building desil the specification of the buildin( designer. See individual design sh for each truss design identified on placement drawing. The buildin designer is responsible for tempo and permanent bracing of the roof floor system and for the overal structure. The design of the tru; support structure including head( beams, walls, and columns is tt responsibility of the building desig For general guidance regardin bracing, consult "Bracing of Wol Trusses" available from the Truss Institute, 583 D'Onifrio Drive: Mad WI 53179. ATTENTION. Refer to truss layout and enginee documents that arrive with delive field trusses. Unless noted otherwise, all beamE by others. REVISION DATE CHECKED BY 00/00/1 E CLIENT I TOLL BROTHE I SUBDIVISION I ATLANTIC BE, MODEL I ANNA MARI ELEVATION SHINGLE LOT # DRAWN Bl CJR 07 6 DATE 02/01/20 MAP SHOWING PLOT PLAN OF L 0 T 76 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. nG A ---�` DENOTES DIRECTION OF FLOW s X03 Pmoo��Oo TYPE "A" DRAINAGE on 0 r� �oGF�0 ELEVATIONS SHOWN THUS (11.10) WERE TAKEN FROM ENGINEERING PLANS BY TAYLOR & WHITE, INC DATED 05-15-14 ��Ftiv ELEVATIONS SHOWN HEREON \ REFER TO NAVD OF 1988 F i COMMUNITY DEVELOPMENT �� `� � 0 APPROVED o� �'/ / / v 99� � Is '01 G QPo .0 0 "J RAY 'o. fiGe PI C� � G � `�o• <��O ®% QGG�ZG�FF S �J. '3 �pQp��S��P o o s 16) pF� r O� 0<1 CIO \i / ,© G 9C P� TREE SCHEDULE LOT SQ. FT. MINU EASEMENTS/WETLANDS i 6,750 ACRES= 6,750/43,! 60 0.16 ACRESx40=REQUIR D TREE INCHES 6.4 THE REQUIRED NUMBER OF TREE INCHES WILL BE MET USING 2" DIAMETER TREES, 70% OF REQUIRED PLANTED TREES SHALL BE CANOPY TYPE WITH NO MORE THAN 50% OF THE SAME SPECIES. i BUILDERS ENDORSEMENT SIGNED: NAME: DATE: ALL PAVERS ALL MEASUREMENTS ESTIMATED FRONT 891± SQ. FT. BACK 227± SQ. FT. DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN LOT 76 MODEL "ANNA MARIA" LOT SIZE 7,200± SQ. FT. DRIVEWAY TO R/W 719± SQ. FT. ENTRY WALK 16± SQ. FT< APPROXIMATE SIDEWALK 240± SQ. FT. RIGHT—OF—WAY LENGTH 60.00 FT. TOTAL IMPERVIOUS AREA 3,868± SQ. FT, 54% TOTAL EASEMENT AREA 450± SQ. FT. ND ENCROACHMENTS NOT LOCATED 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. LAD SURVEYORS — 3751 SAN ✓OSE PLACE, SUITE 15 — JACKSONVILLE, FLORIDA, 32257 — 904/279-0088 — LICENSED LAND BUSINESS NO. 3857 FND. - FOUND Legend 'T A/C = AIR CONDITIONER — Jc ESM = EASEMENT MON. CONCRETE MON. = MONUMENT I.D. = IDENTIFICATION P.R.M. -TYPICAL P.R.M. = PERMANENT REFERENCE � SKETCH FOR PLOT PLAN ONLY - DOES NOT REPRESENT OR PURPORT TO SHOW — Q I.P. IRON PIPE MONUMENT. BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY - I.R. = IRON ROD P.T. = POINT OF TANGENCY. A = DELTA ANGLE P.C.P. = PERMANENT CONTROL POINT ALL CH = CHORD A = ARC LENGTH P.C. = POINT OF CURVE P.R.C. = POINT OF REVERSE CURVE AMERICAN R = RADIUS P.C.C. POINT OF COMPOUND CURVE SURVEYORS (CALC.) = CALCULATED B.R.L. = BUILDING RESTRICTION LINE 1 SURVEY NOT VALID UNLESS EMBOSSED BY SEAL OF FLORIDA, (D) = DEED F.P.&L. FLORIDA POWER & LIGHT JAMES D. HARRISON, JR., No. 2647 (P) = PLAT U.D.E = UNOBSTRUCTED DRAINAGE MICHAEL A. GARRETT, No. 6643 INC. R RADIAL LINE = CENTER LINE EASEMENT NGVD = NATIONAL GEODETIC VERTICAL, SCALE 1 "=20' R/W = RIGHT-OF-WAY DATUM NAVD - NORTH AMERICAN VERTICAL DATUM �47,�j, 9 —x— = FENCE (W) = WITNESSP.I. = POINT OF INTERSECTION F.F.E. =FINISH FLOOR E EOW - EDGE OF WATER ATIONI TOB =TOP OF BANK ' DATE 01-02-18 FLO�D EGISTERED RVEYOR MAPPER -8 F. 0. X DR. BY BRB DIR, P:\2017\83164-16041 1—plotplan ORDER N0. 160411 FILE 83164 MAP SHOWING PLOT PLAN OF LOT 76 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 RECORDED IN PLAT BOOK 67 PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLA. CERTIFIED TO: TOLL BROTHERS, INC. r—� DENOTES DIRECTION OF FLOW TYPE "A" DRAINAGE ELEVATIONS SHOWN THUS (11.10) WERE TAKEN FROM ENGINEERING PLANS BY TAYLOR & WHITE, INC DATED 05-15-14 ELEVATIONS SHOWN HEREON REFER TO NAVD OF 1988 5 1 �c 40 o rL0 u . �r 00 \ `I'F MODEL "ANNA MARIA" nG A �mpp2pq 7,200± r.�p J O 719± pG S� GO�FO 16± SQ. FT. APPROXIMATE SIDEWALK • SQ. FT. RIGHT—OF—WAY LENGTH ��Fti TOTAL IMPERVIOUS AREA 3,868± SQ. 9 TOTAL EASEMENT AREA 450± SQ, FT. AMERICAN u . �r 00 \ `I'F P i TREE SCHEDULE LOT SQ. FT. MINUS ASEMENTS/WETLANDS I 6,750 ACRES= 6,750/43,56 i 1 0.16 ACRESx40=REQUIRE TREE INCHES 6.4 BUILDERS ENDORSEMENT SIGNED: THE REQUIRED NUMBER OF TREE INCHES WILL BE MET NAME: USING 2" DIAMETER TREES. 70% OF REQUIRED CANTED TREES SHALL BE CANOPY TYPE, DATE: WITH NO MORE THA 50% OF THE SAME SPECIES. 1 1 PUBLIC WORKS APPROVED { } DENIED { } NOT APPLICABLE TO DEPT P. ALL PAVERS ALL MEASUREMENTS ESTIMATED FRONT 891± SQ. FT, BACK 227± SQ. FT. DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN LOT 76 MODEL "ANNA MARIA" LOT SIZE 7,200± SQ. FT. DRIVEWAY TO R/W 719± SQ. FT. ENTRY WALK 16± SQ. FT. APPROXIMATE SIDEWALK • SQ. FT. RIGHT—OF—WAY LENGTH 60.00 FT. TOTAL IMPERVIOUS AREA 3,868± SQ. FT, 54% TOTAL EASEMENT AREA 450± P i TREE SCHEDULE LOT SQ. FT. MINUS ASEMENTS/WETLANDS I 6,750 ACRES= 6,750/43,56 i 1 0.16 ACRESx40=REQUIRE TREE INCHES 6.4 BUILDERS ENDORSEMENT SIGNED: THE REQUIRED NUMBER OF TREE INCHES WILL BE MET NAME: USING 2" DIAMETER TREES. 70% OF REQUIRED CANTED TREES SHALL BE CANOPY TYPE, DATE: WITH NO MORE THA 50% OF THE SAME SPECIES. 1 1 PUBLIC WORKS APPROVED { } DENIED { } NOT APPLICABLE TO DEPT P. ALL PAVERS ALL MEASUREMENTS ESTIMATED FRONT 891± SQ. FT, BACK 227± SQ. FT. DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN LOT 76 MODEL "ANNA MARIA" LOT SIZE 7,200± SQ. FT. DRIVEWAY TO R/W 719± SQ. FT. ENTRY WALK 16± SQ. FT. APPROXIMATE SIDEWALK 240± SQ. FT. RIGHT—OF—WAY LENGTH 60.00 FT. TOTAL IMPERVIOUS AREA 3,868± SQ. FT, 54% TOTAL EASEMENT AREA 450± SQ, FT. UNDERGROUND ENCROACHMENTS NOT LOCATED 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 ✓OSE PLACE, SUITE 15 - JACKSONVILLE, FLORIDA, 32257 - 904/279-0088 - LICENSED LAND BUSINESS NO. 3857 FND. - FOUND 8 A/C = AIR CONDITIONER ESM'T = EASEMENT I.D. = IDENTIFICATION - 5 CONI CONCRETE MON. = MONUMENT (TRP.) =TYPICAL P.R.M. = PERMANENT REFERENCE � SKETCH FOR PLOT PLAN ONLY - DOES NOT REPRESENT OR PURPORT TO SHOW — Q LP. = IRON PIPE MONUMENT BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY - I.R. IRON ROD P.T. = POINT OF TANGENCY 6 = DELTA ANGLE P.C.P. = PERMANENT CONTROL POINT ALL CH = CHORD A = ARC LENGTH P.C. = POINT OF CURVE P.R.C. = POINT OF REVERSE CURVE I AMERICAN R = RADIUS P.C.C. = POINT OF COMPOUND CURVE I SURVEYORS (CALC.) = CALCULATED B.R.L - BUILDING RESTRICTION UNE I SURVEY NOT VALID UNLESS EMBOSSED BY SEAL OF FLORIDA, (D) = DEED F.P.&L= FLORIDA POWER & UGHT JAMES D. HARRISON, JR., No. 2647 INC. (P) = PLAT U.D.E - UNOBSTRUCTED DRAINAGE MICHAEL A. GARRETT. No. 6643 R - RADIAL LINE - CENTER LINE EASEMENT NGVD - NATIONAL GEODETIC VERTICAL, SCALE 1"=20' /" R/W = RIGHT-OF-WAY DATUM i NAVD - NORTH AMERICAN VERTICAL DATUM J/ /� — 98 —x— FENCE P.I. = POINT OF INTERSECTION �,/�,.• (W) = WITNESS EOB a EDGE OF WATER DATE 01-02-18 FLOOD F.F.E. =FINISH FLOOR ELEVA ONI TOB =TOP OF BANK EGISTERED RVEYOR MAPPER — F.B. X DR. BY BRB DIR, P:\2017\83164-160411-plotplan ORDER ND. 160411 FILE 83164 DESIGN SPECIFICATIONS USP CONNECTORS DESIGN CODE: TRIBUTARY AREA (sf) 2017 FLORIDA BUILDING CODE - RESIDENTIAL EDGE STRIP (PSF): DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. 10 DESIGN LOADS: ACTUAL AND UNIFORM +25.6 -34.2 ROOF FLOOR ROOF LOADING (cd=1.25) (cd=1.00) TOP CHORD LIVE LOAD 20 psf 40 psf TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 10 f COMPONENTS & CLADDING ALLOWABLE DESIGN PRESSURES TRIBUTARY AREA (sf) INTERIOR EDGE STRIP (PSF): ZONE (PSF) a' = 4'-6" 10 +25.6 -27.7 +25.6 -34.2 50 +22.9 -25.0 +22.9 -28.8 100 DOOR +21.8 -26.6 GARAGE DOOR PRESSURE (PSF) 1 CAR UPLIFT SPF GARAGE +22.9 DOOR 450 (8'x7') _28 8 2 CAR USP RT7 GARAGE +21.8 DOOR 23.9 (16'x7') 775 CONNECTOR SYP UPLIFT SPF 10d EA. END FASTENERS USP A35 450 450 (9)1 dx1'/2" USP RT7 585 495 0 ROD TO FTG. EA. END USP RT8A 775 650 _L518d (5) Odx1'/2" EA. END USP MTW12 1195 860 (7) Odx1'/2" EA. END USP HTW20 1450 1245 (12 10dx1'/2" EA. END nnn SYP ncc /n\ n.J �n �nin TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) Ps BOTTOM CHORD LIVE LOAD 10 psf 0 psf BOTTOM BOTTOM CHORD DEAD LOAD 5 psf 5 psf DEFLECTION CRITERIA: ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/240 THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION SHALL BE PERMITTED T ^�T---- USP MSTA36 2065 2065 (13 10d EA. END USP LTS20B 1105 1105 '/2"0 ROD TO FTG. USP JUS28 1305 1305 (6) Od TO HEADER FLOOR FRAMING: LIVE LOAD L/360 &TOTAL LOAD L/240 0.75" MAX ANY CASE COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. LINEAR INTERPOLATION IS PERMISSIBLE. • PLUS = PRESSURE AND MINUS = SUCTION. DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. USP HTT16 4290 4290 5/8'0 ROD TO FTG. USP HTT22 5370 5370 5/,'0 0 ROD TO FTG. WIND LOADING: ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED• BY 0.75 WHEN COMBINED w/ DEAD LOAD. 5 USP PAU44 2535 8"0 ROD w/ (12)16d USP PAU66 2535 5/,,:'0 ROD w/ (12)16d USP MSTAM24 1545 1455 (5)'/4"x2 -'/a TAPCONS SIMPSON CONNECTORS 1 OPTIONS. BASIC WIND SPEED (ASCE 7-10) - - - - - - - - - - 130 MPH IMPORTANCE FACTOR --------------- 1.00 4-24- IL 1k FOUNDATION SEE PLAN !� @ 12" 0. C. UPLIFT --- � TERMINATE AT SIMPSON SYP SPF MEAN ROOF HEIGHT - - - - - - - - - - - - - - - - 25.0 FT a -- --; a� CONNECTOR TOP PLATE. SEE NOTE 1. FASTENERS ROOF PITCH - - - - - - - - - - - - - - - - - - - 6/120 TYPICAL SOLE A35 450 450 12-8 x1'/2" BUILDING CATEGORY - - - - - - - - - - - - - - - - 11 EXPOSURE CATEGORY - - - - - - - - - - - - - - - C ENCLOSURE CLASSIFICATION - - - - - - - - - - - -ENCLOSED INTERNAL PRESSURE COEFFICIENT - - - - - - - - - - f .18 a * DENOTES EDGE STRIP. r-- SEE C & C CHART I ABOVE FOR 'a' DIMENSION H2.5T 600 520 5-8d EA. END HTS16 1150 1085 116-10d EA. END MTS12 1000 860 7-10 x1 /2" EA. END HTS20 1450 1245 24-1 dx1'/2" EA. END (4) @ 2x6, o I --Jo L-- MATERIAL SPECIFICATIONS MSTA24 1765 1270 9-10d EA. END a i I c L-- --J [NOT ACTUAL PLAN] a MSTA36 2050 1870 13-10d EA. END HARDWARE AND ANCHORS: ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. HTT4 3480 3080 18-16d TO TRUSS/BEAM 1-5/s"O ROD TO FTG. SCOPE OF SERVICE HITS 5250 4670 32-15d TO TRUSS/BEAM 1-5 /8"0 ROD TO FTG. METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED. RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" LARGER THAN REBAR SIX AND 1/8" LARGER THAN THREADED ROD SIZE. (U.O.N.) ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): EPDXY: ITW RED HEAD A7 MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES• LUS28 930 780 16-10d TO HEADER F4 -10d TO JOIST HU410 905 785 14-113d TO HEADER 6-16 TO JOIST ABU44 2200 5/8"0 ROD EPDXIED 6" MIN ABU66 2300 5/8"0 ROD EPDXIED 6" MIN SET N/A N/A SIMPSON EPDXY-TIE REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED LTT20B 1675 1675 10-16d TO STUD/BEAM/POST 1-'/2"0 ROD TO FTG. SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND ANY LSTA12 1 805 695 10-1 d ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 1705 13-8j 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: SHINGLE- MIN. %r,", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIEI I) (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.0 WITHIN 4'-0" OF ROOF EDGE). TILE - MIN. 15/12" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). METAL - MIN. 1/2", 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). WALL SHEATHING SPECIFICATIONS: FLEXIBLE FINISH MIN. 7/,6" 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d @ 6" 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. //fig", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d @ 6" !"'.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. MASONRY SPECIFICATIONS: MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11" CLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. CONCRETE MASONRY UNITS (CMU): CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN 5-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0". MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. GROUT ALL 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 INCREASED AS NOTED ON 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". CLAY MASONRY (BRICK): BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. CONCRETE SPECIFICATIONS: ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. GENERAL NOTES. FOOTING AND FOUNDATIONS: FOOTINGS AND I OUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPOR f IS RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVI E #3 @48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORC114G, 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 PREVENTION 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 CON FACT WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE -TREATED. IF, ACID 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 SPECIFICATIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THEMANUFACTURER'S REQUIREMENTS. CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. WATERPROOFING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS MEMBERc- 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/SO.1 TOP PLATE, LAP INTERSECTION FACE NAIL (2-16d) 3 -GUN NAILS L4x31/2"x1/, 6" 8'-0"(2)2x8-1/2 HEADER SIZE, JACK AND DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3 -GUN NAILSDESIGNATES SHEARWALL. THE KING STUD QUANTITY. L5x3'/2"x'/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 L6x3'/2 "x'/4 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'/4 6" 16'-0" O.C. EDGE & 6" O.C. "IN THE CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4 -GUN NAILS 1. STEEL LINTELS TO BE MINIMAL 36" FIELD" CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8 -GUN NAILS LINTEL MUST HAVE CORROSION BRICK ADJ - ADJACENT LG - Long JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3 -GUN NAILS RESISTANT COATING OF EPDXY BASED I P===='1 VENEER PAINT. BM - BEAM M NUF - Manufacture I RAFTER TO PLATE TOE NAIL (3-8d) 3 -GUN NAILS I=Vi=i WEATHER BOT - BOTTOM MONO - Monolithic 2. LINTEL MORE THAN 8'-0". SHOULD Il____� BARRIER BRG - BEARING 0 - On Center JACK RAFTER TO HIP TOE NAIL (3-10d) 4 -GUN NAILS BE LATERALLY SUPPORTED NOT TO II CMU -CONCRETE MASONRY UNIT 0 B -Oriented Strand Board ____ i DBL - DOUBLE PRP - Perpendicular ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3 -GUN NAILS EXCEED 6 FT. O.C. w/ 2-'/4x3" WD. 1 DIA - DIAMETER PRE ENG - Pre Engineered CONT. HEADER, TWO PIECES FACE NAIL 16d@ 16" O.C. @EDGE SCREWS INTO HEADER PROVIDE A '/2" �_,� LINTEL EA - EACH PSF - Pounds per Square Foot VERTICAL SLOTTED HOLE FOR SCREW. ATTACHMENT EE - EACH END PSI - Pounds per Square Inch CONT, HEADER TO STUD TOE NAIL (3-16d) 4 -GUN NAILS = SEE NOTE 2 EOR - ENGINEER OF RECORD PT PRESSURE TREATED 3. BRICK VENEER ATTACHMENT: 1 EQ - EQUAL QT Quick Tie STUD TO SOLE PLATE TOE NAIL (3-16d) 4 -GUN NAILS HORIZONTAL TIES @ 24" O.C., VERT.} EXT - EXTERIOR R INF - Reinforce SOLE PLATE TO -JOIST/BLOCKING FACE NAIL (16d @ 16") GUN NAIL @ 8" TIES @ 12" O.C.. (FOR 11Omph HEADER, FLASHING FBC - FLORIDA BUILDING CODE SF - Square Foot WIND -ZONE VERT. TIES @ 16" D.C.). SEE PLAN BRICK LINTEL, FDN - FOUNDATION SPF -Spruce Pine Fur NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN FT - FOOT SYP - Southern Yellow Pine 3"x0.131 "0 = GUN NAILS 2"x0.113"0 = RINK SHANK 12" OF OPENINGS. PROVIDES/16"O WEEP SEE SCHEDULE FTG FOOTING THRU Through 2"x0.113"0 = 6d 2'/2 "x0.131" 0 = 8d HOLES @ 33' O.C. IMMEDIATELY ABOVE SECTION VIEW HDR - HEADER T - TypicalHORIZ - HORIZONTAL UN - Unless Otherwise Noted 3"x0.148" 0 = 10d 3/2%0.162"o = 16d FLASHING. OF BRICK LINTEL LBS - POUNDS VERT - Vertical 1'/2"x0.148"0 = 10dx1'/2" 11/2"x0.131"O = 8dx1'/2" W F - Welded 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 FLOG BEARING ELEVATION, U.O.N ON PLAN. 5.) FASTEN BOTTOM PLATE. OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLA w/10d MASONRY CUT NAILS @ 48" O.C. MINIMUM. SEE FOUNDATION PLAN ADDITIONAL ANCHORS AT SHEARWALLS SEE PLAN FOR STUD SIZE AND OC. SPACING. C_QNTINU BLOCKING WITHIN FLO R SYSTEM - WHERE POS IS ABOVE. 8d @ 3" I,% I --:4 I , I L---- SYP#2 DBL. �I SEE /SO.0. TOP PLATE. 1 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 8d @ 3" REQUIRED IF SHEARWALL. \- ---- -, TYPICAL HEADER NAILING 0.131X3" TOE NAILS 2X6, 2x8 = (5) NAILS 2x10, 2x12 = (7) NAILS 9" LVL, 11" LVL = (7) NAILS 14" LVL, 16" LVL = (9) NAILS 61 MAX' TYPICAL TOP PLATE NAILING:PLA SPLICE -0" MIN. SPLICE LENGTH FASTEN ALL TOP PLATES / (16)0131x3" NAILS TOGETHER w/ (3) ROWS EVENLY S ,ACED OF .131x3 @ 12" O.C. STAGGERED. CYP47 SYP#2 DBL. HEADER, TOP PLATE. PER PLAN. I II I 5 4'-4" -_-_---_ ------ 8d @ 3" II I L I FASTEN LOWER STUD BLOCKING ONLY REQUIRED ', f 2Y4" AT SHEARWALLS AND PERMANENT TRUSS I TO TO TALLER STUD w/ I II SEE DETAIL 1 /SO.1 I I I 24" BRACING BY OTHER. ARCHED TRANSOM OPTION SEE RIGHT. WINDOW SILL SEE SCHEDULE FOR SILL SIZE AND CONNECTION EACH END. OF 10d COMS 1 OPTIONS. I I I FOUNDATION SEE PLAN !� @ 12" 0. C. L -- --- � TERMINATE AT SIMPSON FULL HEIGHT ANCHOR II MULTY STORY II FRAMING SDWC15600 TOP PLATE. SEE NOTE 1. AT INTERIOR WALLS ;I' TYPICAL SOLE DETAILS. TYPICAL CONNECTION TYPICALLY %" FULL ii PLATE NAILING: NOTES: 1. TOP PLATE TO STUD HEIGHT THREADED II 0.131x3" TOE NAILS: PROVIDE ADDITIONAL H2.5T AT TOP PLATE TO TDD, SPACE @ 48" O.C. RODS @ 6'-0" O.C. CONNECTION (3) @ 2x4, (4) @ 2x6, II (5) @ 2x8. BLOCKING ONLY REQUIRED II AT SHEARWALLS AND STUCCO FINISH. II I; PT. SYP#2 SOLE PLATE. II I' WALL SHEATHING SEE DETAIL 1/SO.1 11 FOR SPLICING 16 d COMMONS II OPTIONS. @ 8" O.C. r---� WALL FRAMING AT FLOOR SHEATHING SEE SPECIFICATION, IS I! I PLATE CHANGE CONDITION TYPICAL TOP PLATE NAILING:PLA SPLICE -0" MIN. SPLICE LENGTH FASTEN ALL TOP PLATES / (16)0131x3" NAILS TOGETHER w/ (3) ROWS EVENLY S ,ACED OF .131x3 @ 12" O.C. STAGGERED. CYP47 SYP#2 DBL. HEADER, TOP PLATE. PER PLAN. I S0.0 5 4'-4" RAISE Ys" FROM 8d @ 3" II I SEE 1 /SO.1. I RAISED F HEADER 1 BLOCKING ONLY REQUIRED ', f 2Y4" AT SHEARWALLS AND ;I WALL SHEATHING I STUCCO FINISH. I II SEE DETAIL 1 /SO.1 I I I 24" I�FOR SPLICING ARCHED TRANSOM OPTION SEE RIGHT. WINDOW SILL SEE SCHEDULE FOR SILL SIZE AND CONNECTION EACH END. I 1 OPTIONS. I I I FOUNDATION SEE PLAN -U I .I i 2 TYPICAL WALL FRAMING 1 a INTERIOR BEARING WALL: SEE SCHEDULE FOR STUD SIZE AND O.C. SPACING. l WALL SHEATHING TO SOLE PLATE I S0.0 5 4'-4" RAISE Ys" FROM 8d @ 3" II I SEE 1 /SO.1. I � I BLOCKING ONLY REQUIRED ', f 2Y4" AT SHEARWALLS AND ;I WALL SHEATHING I STUCCO FINISH. I II SEE DETAIL 1 /SO.1 I I I 24" I�FOR SPLICING I I 1 OPTIONS. I I INTERIOR BEARING WALL: SEE SCHEDULE FOR STUD SIZE AND O.C. SPACING. l WALL SHEATHING TO SOLE PLATE 1 TY P. WALL SECTIONS ).0 SIMPSON \� SDWC15600 SEE ROOF FRAMING PLAN FOR EXTEND SHEATHING VERT. DETAILS. TO TOP OF TRUSS AS SHOWN. PROVIDE 2x4 BLOCKING AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE SPECIFICATIONS BELOW. HFFL >11-oll PRE-ENGINEERED WOOD 2x SPF BLOCKING ROOF TRUSSES. RIPPED TO FIT 5 4'-4" RAISE Ys" FROM 8d @ 3" II I SEE pN DETAILS 1.01 SEE DETAILS ON S1.01 I BOTTOM OF SOLE II PLAN AND FASTEN F-- '� ----- 12'-0" -1-� F-- H w/8d ® 3" O.C. I I Y2"0 EPDXY SEE ROOF 24" 3x3xO.229" I I I I I I L------- -U L --------J L -- --- � TERMINATE AT SIMPSON SINGLE S ORY MULTY STORY II FRAMING 1 TY P. WALL SECTIONS ).0 SIMPSON \� SDWC15600 SEE ROOF FRAMING PLAN FOR EXTEND SHEATHING VERT. DETAILS. TO TOP OF TRUSS AS SHOWN. PROVIDE 2x4 BLOCKING AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE SPECIFICATIONS BELOW. HFFL >11-oll PRE-ENGINEERED WOOD 2x SPF BLOCKING ROOF TRUSSES. RIPPED TO FIT 5 4'-4" (1)2x4 SPF #2 WITH GAP SHOWN. a - (2)2x4 SPF #2 \ Q (3)2x4 SYP #2 SIMPSON - 12'-0" (3)2x6 SYP #2 SDWC15600 DISTANCE Y2"0 EPDXY SEE ROOF 24" 3x3xO.229" FRAMING 2%" PLAN FOR ROOF I SIMPSON DETAILS. SHEATHING MAY II SDWC15600 ROOF AND TERMINATE AT SIMPSON II SEE ROOF SIMPSON TOP OF DBL. SDWC15600 II FRAMING SDWC15600 TOP PLATE. SEE NOTE 1. I; PLAN FOR SEE NOTE 1. DETAILS. TYPICAL CONNECTION 5" < H 0" HEEL < 5" NOTES: 1. TOP PLATE TO STUD SDWC 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 TDD, SPACE @ 48" O.C. �1 ROOF TRUSS CONNECTION SDWC15600 SCR W NOT REQUIRED AT GA LE ENDS OR OPENINGS LESS THAN 4'-6" KING & JACK STUDS SEE PLAN CONNECTON: SIMPS SDWC15600 SCREW. OMIT SHEARWALL HOLD DOWN SPECIFIED. NOT REQUIRED GABLE ENDS OR 2-STO 4'-01 MIN. WINDOW SILL SCHEDULE ROUGH OPENING DROPPED HEAD OR SILL PLATES MINIMUM END FASTENER EACH END 5 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS E 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS G 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS Associates, Inc. i ARCHED TRANSOM OPTION: 420 Osceola Avenue 2x SPF DIAGONAL BLOCKING ax. Beach, Florida 32250 DROPPED FASTENED w/ 3-0.131"x3" HEADER EA. END TYPICAL. Ph. 242-0 08 Fax. 241-9557 SHEATHING MAY EXTEND 2" FL: CA # 344 SC: CA# 3579 PAST BLOCKING- WINDOW ATTACHMENTS MUST SYP#2 HEADER, ANCHOR INTO 2x MATERIAL. PER PLANS. JACK AND KING STUDS, a r//Adsi SEE PLAN. bra ,w�,.er+e•�4� 4p � k,•°• •c lbs• =••��a ��, 2 AT TWO STORY CONDITIONS,w � :• v�r�� -� +• :� v WINDOW SILL SEE PROVIDE SOLID BLOCKING ; SCHEDULE. WITHIN FLOOR SYSTEM AT ALL UPPER LEVEL POSTS & JACK e =t STUDS. SDWC15600 SCREW SEE 8/S0.0. WALL FRAMING AT MAX. 'MIN' L 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. DROPPED HEADER CONDITION 3x3xY4" SLOTTED 234 I WASHER PUSHED TO OUTSIDE 3x3xY4" SLOTTED j FACE OF WALL. WASHER PUSHED I TO OUTSIDE FACE OF WALL. PLAN VIEW - YNI--Y2" THREADED ROD EPDXIED 4" OR X"0x6" -SIMPSON TITEN HD. SECTION VIEW SOLE PLATE ANCHOR QB HOLD DOWN. BUTT JOINT Jf 12"1Y2 I r PT. SYP#2 MAX. SILL PLATE. MIN. SOLE PLATE BREAK NOTES: 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO CORNERS AND PLATE BREAKS AND KING STUDS. 2. WASHERS SHALL BE SLOTTED. 3. AS AN ALTERNATE TO THE 3"X3"XYa" PLATE WASHER, A 3"X3"X'/,:" W/ 11/2"0 ROUND STEEL WASHER MAY BE USED. SOLE PLATE ANCHOR DETAIL Et SCHEDULE SCALE: 3/4" = 1'-0" 11/2" 1/Z" 1'/z (3) ROW OF 1 O 2 PLY NAILS @ 8" O.C. BEAM. STAGGERED ° IF3 PLY BEAM. N N 2x4 MEMBERS: ° (1) ROW OF 10d (4) ROWS 12d NAILS @ 4" O.C. , AT 12" O.C. EA. SIDE. 2x6 MEMBERS: -11(2) ROW OF 10d (3 ) ROWS 12d - NAILS @ 4" O.C. AT 12" O.C. STAGGERED EA. SIDE. 2 & 3 PLY BEAMS 2x4 OR 2x6 POST 2x8 POST (3)ROWS OF 5"(3)ROWS OF 6%a" 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 KING STUD TO TOP PLATE: SDWC15600 SCREW. NOT REQUIRED AT CABLE - ENDS OR OPENINGS LESS THAN 4'-6" TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. (2)12d TOE NAILS E.E. (MIN) HEAD OR SILL - PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. SOLE PLATE CONNECTOR J L SOLE PLATE ANCHOR LOCATED WITHIN 6" OF S UD J PER SCHEDULE PACK. OMIT IF SHEARWALL HOLD DOWN IS SPECT IED SINGLE STORY TYPICAL HEADER STRAPPING S0.0 KING & JACK STUDS SEE PLAN KING STUD TO FRAMING BELOW: CS18 STRAP w/6-10dx1Y2" NAILS EACH END. STRAP ATTACHMENT CAN BE INTERIOR OF EXTERIOR SIDE OF WALL STRAP NOT REQUIRED AT THE FOLLOWING: GABLE ENDS OF JACK TRUSSES LES`_ 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. HEAD OR SILL, - PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. MULTI STORY (STACKED WINDOWS) STUD OR 2) BLOCKING FASI w/8 -10d COMMC BOUNDARY OF SHEATHING. EXAMPLE OF PANEL SOLE PLATE ANCHOR SCHEDULE EDGE w/ BLOCKING ANCHOR EXT. WALL SHEARWALL`.; WASHER EMBEDMENT EDGE SPACING SPACING SPEC. DEPTH DISTANCE Y2"0 EPDXY 42" 24" 3x3xO.229" 4" 2%" SUPPORT IS 6' O.C. MAX. ROOF 3x3xO.229" 4Y" - 2Y4" -Jl Y2"0x6" TITEN HD 42" 24" 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"XYa" PLATE WASHER, A 3"X3"X'/,:" W/ 11/2"0 ROUND STEEL WASHER MAY BE USED. SOLE PLATE ANCHOR DETAIL Et SCHEDULE SCALE: 3/4" = 1'-0" 11/2" 1/Z" 1'/z (3) ROW OF 1 O 2 PLY NAILS @ 8" O.C. BEAM. STAGGERED ° IF3 PLY BEAM. N N 2x4 MEMBERS: ° (1) ROW OF 10d (4) ROWS 12d NAILS @ 4" O.C. , AT 12" O.C. EA. SIDE. 2x6 MEMBERS: -11(2) ROW OF 10d (3 ) ROWS 12d - NAILS @ 4" O.C. AT 12" O.C. STAGGERED EA. SIDE. 2 & 3 PLY BEAMS 2x4 OR 2x6 POST 2x8 POST (3)ROWS OF 5"(3)ROWS OF 6%a" 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 KING STUD TO TOP PLATE: SDWC15600 SCREW. NOT REQUIRED AT CABLE - ENDS OR OPENINGS LESS THAN 4'-6" TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. (2)12d TOE NAILS E.E. (MIN) HEAD OR SILL - PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. SOLE PLATE CONNECTOR J L SOLE PLATE ANCHOR LOCATED WITHIN 6" OF S UD J PER SCHEDULE PACK. OMIT IF SHEARWALL HOLD DOWN IS SPECT IED SINGLE STORY TYPICAL HEADER STRAPPING S0.0 KING & JACK STUDS SEE PLAN KING STUD TO FRAMING BELOW: CS18 STRAP w/6-10dx1Y2" NAILS EACH END. STRAP ATTACHMENT CAN BE INTERIOR OF EXTERIOR SIDE OF WALL STRAP NOT REQUIRED AT THE FOLLOWING: GABLE ENDS OF JACK TRUSSES LES`_ 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. HEAD OR SILL, - PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. MULTI STORY (STACKED WINDOWS) STUD OR 2) BLOCKING FASI w/8 -10d COMMC BOUNDARY OF SHEATHING. EXAMPLE OF PANEL RATED SHEATHING, SEE GENERAL NOTES. EDGE w/ BLOCKING WHERE REQUIRED BY GENERAL NOTES. NAIL SP�CING AT SUPPORTED EDGES, GENERAL NOTES. EXAMPLE OF UNSUPPORTED O (UNBLOCKED) PANEL EDGE (TYPICAL). NAILING TO INTERMEDIATE SUPPORT IS 6' O.C. MAX. ROOF (DON). TRUSSES, OR i, FLOOR JOISTS. ROOF AND FLOOR SHEATHING NAILING SCALE: 3/4" = 1'-0" I 2x4 BLOCKING @24" O.C. FASTEN EACH END w/3 -10d TOENAILS. STUD BELOW LOWER TOP 4-10d PLATE AT BREAK. OVER LAP DOUBLE COMMONS TOP PLATES. RTHOGONAL VIEW WALL INTERSECTION OF CORNER CONDITIONS CORNER WALL INTERSECTION CONDITIONS CONDITIONS NOTES: 1. OVERLAP TOP 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 LATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED. 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE OPTIONS ARE SHOWN. 1 FRAMED WALL CORNER AND 471 INTERSECTIONS STUDS CONFIGURATIONS TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RICHT. NOT REQUIRED FOR GABLE ENDS. HEAD OR SILL PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. MULTISTORY (UNSTACKED WINDOWS) TRUSS TO PLATE: SDWC SCREW PLATE TO HEADER: SDWC SCREW @ 24" O.C. 2X6 WALL TRUSS TO PLATE: SDWC a` 1 SCREW PLATE TO HEADER:�I \/ SDWC SCREW @ L 24" O.C. 2X4 WALL HEADER FASTENING SECTION ++ KING STUD TO FRAMING BELOW: OFFICE 1 CS18 STRAP W/6-10DX1Y2" NAILS EACH END. STRAP ATTACHMENT CAN BE INTERIOR OR EXTERIOR SIDE OF WALL. STRAP NOT REQUIRED AT THE FOLLOWING: GABLE ENDS ORJACK p THANft�CODE CQMRLhN/�III THAN 3'-6" CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONA4 Allu N$ Christopher J Sabourin PE FL PE#71461 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL CTURALFIELD 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. 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.R. PLAN NAME ANNA MARIA - SHINGLE DESIGN/DRAWN/CHECKED CS / BMB / LAP DA I E 02.07.18 SCALE �S NOTED LPA No. TOLL -18-00036 CONTROL No. 4143 SFIEEI SO.0 SHEET 1 OF 9 BLOCKING ONLY REQUIRED AT SHEARWALLS AND STUCCO FINISH 16d COMMONS ® 8" O.C. CONT. RIBBON BOARD (TYP) FLOOR TRUSSES OR JOIST. 5-8d COM EACH SIDE OF SPLICE / SHEATHING SPLICE z 16d COMMONS ® 8" O.C. CONT. RIBBON BOARD (TYP) FLOOR TRUSSES OR JOIST. 8d COM 3" O.C. EACH SIDE OF SPLICE SHEATHING SPLICE 3V OSB or PLYWOOD RIM BOARD Ya SHORTER THAN WALL FRAMING -/WALL FRAMING II FLOOR SYSTEM. ALIGN N I VERTICAL JOINTS WITH SHEATHING SPLICE II WALL SHEATHING i JOINTS BLOCKING ONLY REQUIRED 5-8d COM AT SHEARWALLS AND EACH SIDE STUCCO FINISH OF SPLICE OPTION 1 OPTION 2 OVER LAP SHEATHING APA RIM BOARD OPTION NOTE 1: 1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS kL SO.1 2x4 SYP#2 HORIZ. BRACING 0 24" O.C. BETWEEN OUTER WALL - & FIRST INTERIOR TRUSS. NAIL EACH END w/ 3-0.131x3" NAILS (TYP) FLOOR TRUSS 2x4 SYP#2 DIAGONAL FASTEN EA. END w/ 3-10d COMMONS CEILING WALL FRAMING LINE INSTALL FLOOR TO FLOOR STRAPPING PER OPTION 1 OR 2 FLOOR TRUSS PARALLEL 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 � I I P RCH SHEATHING, HEADER S E SPECIFICATIONS BELOW END I I )RCH PARALLEL.HEADER & SUPPORT TO WALL PORCH POST, PER PLAN. I (2)MSTA24 PERPENDICULAR I STRAPS TO WALL 24" 16 GUAGE POST BASE: STRAP w/11- POT 24" 16 GUAGE 4x4 POST:ABU44 10dx1Y2" EA. END BE OWSTRAP w/11- 6x6 POST: ABU66 10dx1Y2' EA. END PORCH. PORCH HEADER, I SLAB SEE PLAN TS16 TRAPS MSTA24 �" ROD STRAPS EPDXIED 6" MIN PLAN VIEW F PLAN VIEW OF ELEVATION VIEW OF PORCH HE R PORCH HEADER PORCH HEADER AT CORNER POST AT POST AT POST PORCH SHEATHING 1/2" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS ® 6" O.C. EDGE & FIELD OR (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD X21 TYPI AL PORCH FRAMING DETAILS SEE DETAIL 5/SO.1 FOR DIAPHRAGM ATTACHMENT\ WHERE APPLICABLE XX TRUSS. ROOF TRUSS. _ __ _ _ _ _ OSB s,'/r..; BLOCKING _ 2x4 SPF#2 CONTINUOUS LEDGER FASTENED TRUSS WEBS WIT w/3 -0.131x3" FLOOR TRUSS. fP#2 2x4 NAILER FASTENED TO TRUSS A II ROOF ROOF BOT. CHORD w/ 0.131x3" ® 3" O.C. 2x4 SYP#2 CATS AT 12" -------- FLOOR OR TRUSS. SDWC 15600 it FASTENED TO SHEATHING w 8d ® 3" O.C. / O.C. FASTENED TO TOP CONTRACTOR S 32" O.C. ROOF TRUSS. I I 3x3x'/4" 7.5" 12„ PLATE w/ 4-0.131x3" I, FASTEN CATS EACH END w/ ❑ 11/4 SHEARWALL 2 ROWS 0.131x3" ® 3" O.C. ( ) SHEATHING FASTENED TO COMMON. 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS END POSTS FOR SW. MAX. I B ,� USE ALTERNATE A. /TOP PLATE w/ 10d ® 3" O.C. II II TT SEE PLAN ELEVATION PLATE w/ 4-0.131x3" AT EXTERIOR WALLS SW -2 OPTION B TO PORCH HEADER. O O STEEL COUPLER SHEARWALL OR 11 COMMON. ENDING BETWEEN ROOF 16" MAX. Y2" THREADED ROD (OPTIONAL, LOCATE FASTEN CATS EACH END w/ Ij EXTERIOR WALL TR 2x SYP#2 CONT. ATTACH ALTERNATED ALTERNATE E (TYPICAL) 3-0.131x3" COMMON TOE NAILS ANCHOR 7.5" MIN r TO TOP PLATE AND TRUSS AT SILL ALTERNATE 1i 3. ISE ALTERNATE w/ 0.131x3" @ 3" O.C. EDGE OF Ij E . F FOR FLOOR 2x MAY OVERHANG TOP PLATE. SHEARWALL SHEARWALL OR 1' SHEARWALL EXTERIOR WALL ALTERNATE A ALTERNATE B ALTERNATE C 7/ " OSB DIAP A M FASTEN ROOF FLOOR DECK 10d 04"O.C. 2x6 SYP#2 BLOCKING BETWEEN 2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP FASTENED TO TOP PLATE w/ 10d 0 4" O.C. PLATE w/ 10d @ 3" O.0 � I I P RCH SHEATHING, HEADER S E SPECIFICATIONS BELOW END I I )RCH PARALLEL.HEADER & SUPPORT TO WALL PORCH POST, PER PLAN. I (2)MSTA24 PERPENDICULAR I STRAPS TO WALL 24" 16 GUAGE POST BASE: STRAP w/11- POT 24" 16 GUAGE 4x4 POST:ABU44 10dx1Y2" EA. END BE OWSTRAP w/11- 6x6 POST: ABU66 10dx1Y2' EA. END PORCH. PORCH HEADER, I SLAB SEE PLAN TS16 TRAPS MSTA24 �" ROD STRAPS EPDXIED 6" MIN PLAN VIEW F PLAN VIEW OF ELEVATION VIEW OF PORCH HE R PORCH HEADER PORCH HEADER AT CORNER POST AT POST AT POST PORCH SHEATHING 1/2" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS ® 6" O.C. EDGE & FIELD OR (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD X21 TYPI AL PORCH FRAMING DETAILS SEE DETAIL 5/SO.1 FOR DIAPHRAGM ATTACHMENT\ WHERE APPLICABLE XX IF TO NAILER w/ (1) ROW 8d ® 3" O.C. FASTEN TO TOP PLATE w/ (2) ROWS/�e" OF 8d ®3" O.C. TRUSS. CHART _ __ _ _ _ _ OSB s,'/r..; BLOCKING _ 2x4 SPF#2 CONTINUOUS LEDGER FASTENED TRUSS WEBS WIT w/3 -0.131x3" FLOOR TRUSS. SHEARWALL A II NOTES: ROOF I 2x4 SPF PANEL FLOOR COMMON. II -- -------- II TRUSS- SDWC 15600 it 2x2x'/e„ 4„ 4" CONTRACTOR S 32" O.C. TO TRUSS BOT. CHORD w/ I I 3x3x'/4" 7.5" 12„ SCREWS I, FASTEN CATS EACH END w/ ❑ CHOOSE SHEARWALL 2 ROWS 0.131x3" ® 3" O.C. ( ) II INTERIOR 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS END POSTS FOR SW. OSB ALL SHEATHING O.C. FASTENED TO TOP B ,� USE ALTERNATE A. IF TO NAILER w/ (1) ROW 8d ® 3" O.C. FASTEN TO TOP PLATE w/ (2) ROWS/�e" OF 8d ®3" O.C. TRUSS. CHART _ __ _ _ _ _ OSB s,'/r..; BLOCKING _ 2x4 SPF#2 CONTINUOUS LEDGER FASTENED TRUSS WEBS WIT w/3 -0.131x3" FLOOR TRUSS. SHEARWALL F NOTES: T ROOF TRUSS, I 2x4 SPF PANEL FLOOR COMMON. 1. SYP#2 2x4 NAILER FASTENED II ALL AROUND '/2 "0 FRAMING 2x2x'/e„ 4„ 4" CONTRACTOR MAY TO TRUSS BOT. CHORD w/ II 3x3x'/4" 7.5" 12„ Q I, FASTEN CATS EACH END w/ 2x4 SYP#2 CATS AT 12" CHOOSE A,B,C,D, OR G. 2 ROWS 0.131x3" ® 3" O.C. ( ) II INTERIOR 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS END POSTS FOR SW. II 3-0.131x3" NAILS ®6" O.C. I' O.C. FASTENED TO TOP 2. USE ALTERNATE A. 4. INSTALL INTERIOR FOOT( II II SHEARWALL. SEE PLAN ELEVATION PLATE w/ 4-0.131x3" AT EXTERIOR WALLS SW -2 OPTION B TO PORCH HEADER. O O STEEL COUPLER SHEARWALL OR 11 COMMON. ENDING BETWEEN ROOF © Y2" THREADED ROD (OPTIONAL, LOCATE 5-16d NAILS EXTERIOR WALL TR SSES. ALTERNATED ALTERNATE E (TYPICAL) ANCHOR 7.5" MIN r AT SILL ALTERNATE F 3. ISE ALTERNATE E . F FOR FLOOR SHEARWALL ATTACHMENT AT ROOF & FLOOR >0.1 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/ 6-'/a"0x6" SDS SCREWS 776-1250 2x8 w/ 8-0.131x3" 2346-3125 2x12 w/ 8-'/a"Ox6" SDS SCREWS 1251-1540 2x10 w/ 10-0.131x3" 1540-1850 2x12 w/ 12-0.131x3" LEDGER A NOTES WHERE A LEDGER IS INDICATED ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, THE LEDGER IS BEING USED TO ATTACH THE ADJACENT ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. WHEN 8 LEDGER CONNECTION 01E0 S0.1 TRUSS TO LEDGER CONNECTION BY TRUSS ENGINEER. NOT SHOWN FOR CLARITY 2x4 SPF#2�\ BLOCKING ROOF MEMBER. 2x4 BLOCKING. FASTEN EACH END w/3 -10d 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS FASTEN TO ROOF FRAMING BELOW w/ 4-12d NAILS AT EACH RAFTER. 6-1Od COMMONS OVERFRAME RAFTERS, SEE PLAN. :l I:•I SIMPSON H3 w/ 10-8d COMMON NAILS FROM RAFTER TO LEDGER AND LEDGER TO ROOF MEMBER. THESE STRAPS I' MAY BE OMITTED 2X4 T -BRACE. ONLY WHEN OVERFRAME REQUIRED FOR BRACE ALT. TO BOTH H3 ABOVE RAFTER LENGTH LENGTHS > 8'-0". PRODIDE MTS12 OR CS16 DIRECTLY LESS THAN 4'-0" FASTEN w/10d COMMONS BETWEEN OVERFRAMING RAFTER ®6" ON -CENTER AND ROOF MEMBER. 11 �PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. DECK LEDGER AT OVERFRAME RAFTERS USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. D WASHER PLAN O IXI FULL HEIGHT @D V v ANCHORING SPECIFICATIONS DOUBLE FULL HT. I SOLE FULL HT. PLATE ANCHOR FLOOR FRAMING FULL HEIGHT FHREADED ROD FOUNDATION, SEE PLAN PER PLAN. EMBEDMENT DEPTH O FULL HEIGHT ANCHOR INSTALLATION CHART UPLIFT PLATE ANCHOR TOP DOUBLE TOP E F CONNECTOR WOOD PLATE HOLE CONCRETE HOLE PLATE EMBEDMENT DEPTH EDGE DISTANCE SEE PLAN '/2 "0 '/2 "0 2x2x'/e„ 4„ 4" 2" 3" 5/8 3/"0 WALL STUD 3x3x'/4" 7.5" 12„ Q OR POST. WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. PROVIDE 2x BLOCKING AT FULL HEIGHT MONO STEM 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS END POSTS FOR SW. BLOW. & (1) ADJ. THREADED ROD 3. FASTEN ALL INTERIORS TO ROOF OR FLOOR TRUSSES PER 5/S0.1 4. INSTALL INTERIOR FOOT( G BELOW SHEARWALL PER DETAILS ON S1.0 SEE PLAN ELEVATION BASE OF POST SIMPSON DTT2Z I BELOW. & (1) ADJ. OPTION B TO PORCH HEADER. O O STEEL COUPLER SDS SCREWS I I AS SHOWN, I .. © Y2" THREADED ROD (OPTIONAL, LOCATE I EPDXIED 4" MIN OR FULL HT. AS NEEDED) �ROD EPDXIED ANCHOR 7.5" MIN r AT SILL PLATE AT TOP PLATE FLOOR FRAMING FULL HEIGHT FHREADED ROD FOUNDATION, SEE PLAN PER PLAN. EMBEDMENT DEPTH O FULL HEIGHT ANCHOR WALL SECTION THREADED ROD INSTALLATION CHART FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN ANCHORING SYSTEM: THE THREADED ROD ANCHORING SYSTEM SHALL CONSIST OF %"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 1j3" 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 �" 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 PLUS ONE-HALF TURN OF A STANDARD WRENCH (APPROMMATELY 30 FT. -LBS OF TORQUE). DUE TO SHRINKAGE AND OOMPRESSION OF BUILDING CONTRACTORS SHALL RE -TIGHTEN NUT TO 30 FT. -LBS. OF TORQUE AFTER ALL TRADES ARE OOMPtETE AND PRIOR TO INSULATION. EPOxr ANCHORING: ALL THREADED RODS SHALL BE DRILLED & EPDXY ANCHORED. SEE INSTALLATION CHAR[ FOR EMBEDMENT AND EDGE DISTANCE REQUIREMENTS I \11 t---------- +�---------- II II S 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'/e„ 4„ 4" 2" 3" 5/8 3/"0 s/4"0 3x3x'/4" 7.5" 12„ 2Y" 3" 1. PROVIDE '16" OSB SHEATHING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. PROVIDE 2x BLOCKING AT 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 1j3" 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 �" 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 PLUS ONE-HALF TURN OF A STANDARD WRENCH (APPROMMATELY 30 FT. -LBS OF TORQUE). DUE TO SHRINKAGE AND OOMPRESSION OF BUILDING CONTRACTORS SHALL RE -TIGHTEN NUT TO 30 FT. -LBS. OF TORQUE AFTER ALL TRADES ARE OOMPtETE AND PRIOR TO INSULATION. EPOxr ANCHORING: ALL THREADED RODS SHALL BE DRILLED & EPDXY ANCHORED. SEE INSTALLATION CHAR[ FOR EMBEDMENT AND EDGE DISTANCE REQUIREMENTS I \11 t---------- +�---------- II II S 803"/67 SW 8d@3"/6" PERFOR TED SHEARWALL SEGMENTED SHEARWALL - UP TO LOWER STUDS QA - UPPER TO LOWER STUDS SW 8dO3 6: (2) CS18 STRAPS SW 8d®3/6: (2) CS18 STRAPS OB - END STUDS TO FOUNDATION B - END STUDS TO FOUNDATION SW 8d0,3 6: HTT5 OR HDU5 W 8d®3/6: HTT5 OR HDU5 oC - PLATE ANCHORS C - SOLE PLATE ANCHORS IEE SCHEDULE ON DETAIL 3/SO.0 EE SCHEDULE ON DETAIL 3/SO.0 SHEARWALL NOTES 8 -GUN ANCHOR OR DTT2ZHOLD 1. PROVIDE '16" OSB SHEATHING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. PROVIDE 2x BLOCKING AT ALL PANEL EDGES. SIMPSON HTT5 OR 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS END POSTS FOR SW. BLOW. & (1) ADJ. 3. FASTEN ALL INTERIORS TO ROOF OR FLOOR TRUSSES PER 5/S0.1 4. INSTALL INTERIOR FOOT( G BELOW SHEARWALL PER DETAILS ON S1.0 TYPICAL SHEARWALL ELEVATION PROVIDE SOLID BLTKING WITHIN FLOOR SYSTEM AT SW END POSTS. L4-12d TO ROOF NAILS (T ) L2x4 SYP#2 OUTLOOKERS TRUSS ® 24" O.C. H3 OR H2.5T HURRICANE CLIP ® EA. OUTLOOKER TO TRUSS. 2X6 ANGLE BRACE 2x4x6' SYP#2 LATERAL BRACE EA. 8-1Od J X -BRACE w/ 2-16d INTO BOTTOM COMMONS CHORD OF EA. TRUSS. 10 GABLE END BRACING D.1 NOTES: 1. SPACE GABLE END BRACING ® 4'-6" MAX. 2. ALL MATERIAL TO BE SYP#2 " FULL HEIGHT ROD IRN TITEN HD )UPLER TIGHT 'AINST PLATE SIMPSON TITEN HD ROD COUPLER -3/8" RODS - THD37634RC (%"x63/4") Y/8' FULL HEIGHT ROD ALTERNATE 13 ATTACHMENT WALL SHEATHING UP - GABLE END TRUSS. 2X4 #2 SYP BLOCK ® EACH GABLE BRACE. FASTEN EACH END W/ 3-10d TOENAILS BLOCK TO DBL TOP PLT W/ 2-H2.5T 0.131x3" TOE NAILS CSD 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 9 36" O.C. OMIT IF SHEATHING OVERLAPS GABLE 12" MIN 1)MSTA24 STRAPS OVER TOP PLATE FASTEN w/18 -10d (2)MSTA24 STRAPS FOLD OVER TOP PLATE FASTEN w/18 -10d MINIMUM 2 PLY MINIMUM STUD 2 PLY STUD AT 2ND STORY STUDS PROVIDE 1 CS18 STRAPS STUDSAT BASE OF (FLOOR TO FLOOR) -- WALL SHEATHING STUD WALL FRAMING 8d COMMON WIRE NAILS i _ w/ 2x SOLID BLOCKING TO BLOCKING @ 3" O.C. /� AT SHEATHING EDGE I I � Zx4 bLUL;KING tit I WLLN LA.A �/ Lou P O n t I- U 1 11d TRUSS. ATTACH AT EACH WALL Associates, Inc . STUD w/ 3-16 NAILS AT EA. L L FRAMING INTERSECTION. (MIN. OF 6-16d BETWEEN EACH TRUSS) 420 Osceola Avenue Jax. Beach, Florida 32250 PERPENDICULAR TRUSS Ph. 242-0908 Fax. 241-9557 DETAIL B FL: CA #8344 SC: CA# 3579 I 6" LSTA12 FOLDED OVER TOP DBL. TOP MAX4 NOTCH HEADER PLATEr�L�� CONTINUOUS OVER TOP PLATE D 6" HEADER NAILS INTO BEAM. SPACE PORCH 8 -GUN NAILSHEADER, ® 48" O.C. OMIT IF WALL TO BACKSIDE OF WEB. SHEATHING IS INSTALLED TO SISTER A SEE PLAN. FULL HEIGHT MIN 2 PLY 36" LONG STUD BRACING APPLIED TO 8 -GUN ANCHOR OR DTT2ZHOLD FASTEN w/12- ZA DOWN AT2)2x4 3" GUN SIMPSON HTT5 OR WOOD BASE OF POST NAILS BLOW. & (1) ADJ. OPTION A TO PORCH HEADER. WALL SHEATHING STUD WALL FRAMING 8d COMMON WIRE NAILS i _ w/ 2x SOLID BLOCKING TO BLOCKING @ 3" O.C. /� AT SHEATHING EDGE I I � Zx4 bLUL;KING tit I WLLN LA.A �/ Lou P O n t I- U 1 11d TRUSS. ATTACH AT EACH WALL Associates, Inc . STUD w/ 3-16 NAILS AT EA. L L FRAMING INTERSECTION. (MIN. OF 6-16d BETWEEN EACH TRUSS) 420 Osceola Avenue Jax. Beach, Florida 32250 PERPENDICULAR TRUSS Ph. 242-0908 Fax. 241-9557 DETAIL B FL: CA #8344 SC: CA# 3579 I IF TRUSS REACTION EXCEEDS 2300lbs PROVIDE CRIPPLE STUDS DIRECTLY BENEATH TRUSS 2-SIMPSON H2.5T., TF STRAP KING POST TO POST BELOW WITH 2-CS16 STRAPS WHEN FULL HEIGHT ANCHORS ARE NOT USED STRAP KING 1 POST BELOW WITH STRAPS WHEN FULL HLIGHI ANCHORS ARE NOT USED SH II STUD WALL FRAMING Ij w/ 2x SOLID BLOCKING - ,r {+ - AT SHEATHING EDGE NF1 ravwa, rr!y 8d COMMON WIRE NAILS /� I e? %ri'�+s+``�.y�„r rr, TO BLOCKING ®3" O.C.�I.' 4� _ N ROOF TRUSS `V ;I OR JOIST \ So i FOR PERPENDICULAR 0z 00 1- TRUSS CONNECTION CONTINUOUS 2x6 SYP#2 SEE DETAIL B ABOVE>P•.,oQ 10�+° LEDGER FASTEN WITH 5-0.131x3" EA. STUD. ?rlg lruasVs:l�0\ an ,• \ PARALLEL TRUSS DETAIL A Christopher I SabOUrin f E FL PE#71461 WALL ADJ. TO ROOF CONNECTION ,FF CnNSTRI ICTI IIN SPFCIFIr ATIl1NR F(1R R(lr1F OC\ /Id1I'IA IC n .. -rr HEADER DOWN CONNECTION CONNECTION CALL OUT LSTA12 FOLDED OVER TOP A DOUBLE TOP PLATE PLATE w/5 -10d NAILS SEE PLAN CONTINUOUS OVER INTO TOP PLATE & 5-10d D 6" HEADER NAILS INTO BEAM. SPACE MAX ® 48" O.C. OMIT IF WALL TO BACKSIDE OF WEB. SHEATHING IS INSTALLED TO SISTER A ON FACE OF BEAM MIN 2 PLY 36" LONG STUD BRACING APPLIED TO 8 -GUN ° " FASTEN w/12- ZA NAILS 3" GUN SIMPSON HTT5 OR I ' FULL HEIGHT NAILS CONTINUOUS LATERAL BRACING, SEE ANCHOR OR DTT2Z 26-10d COMONS TRUSS SHOP DRAWING FOR QTY. AND HOLD DOWN AT MIN. (2)2x4 WOOD BASE OF POST SIMPSON DTT2Z I BELOW. & (1) ADJ. OPTION B TO PORCH HEADER. A I Mfr %r%f' l 1 rll-' A A A f' f-Nk IA 1r-lTIr1A 1 IF TRUSS REACTION EXCEEDS 2300lbs PROVIDE CRIPPLE STUDS DIRECTLY BENEATH TRUSS 2-SIMPSON H2.5T., TF STRAP KING POST TO POST BELOW WITH 2-CS16 STRAPS WHEN FULL HEIGHT ANCHORS ARE NOT USED STRAP KING 1 POST BELOW WITH STRAPS WHEN FULL HLIGHI ANCHORS ARE NOT USED SH II STUD WALL FRAMING Ij w/ 2x SOLID BLOCKING - ,r {+ - AT SHEATHING EDGE NF1 ravwa, rr!y 8d COMMON WIRE NAILS /� I e? %ri'�+s+``�.y�„r rr, TO BLOCKING ®3" O.C.�I.' 4� _ N ROOF TRUSS `V ;I OR JOIST \ So i FOR PERPENDICULAR 0z 00 1- TRUSS CONNECTION CONTINUOUS 2x6 SYP#2 SEE DETAIL B ABOVE>P•.,oQ 10�+° LEDGER FASTEN WITH 5-0.131x3" EA. STUD. ?rlg lruasVs:l�0\ an ,• \ PARALLEL TRUSS DETAIL A Christopher I SabOUrin f E FL PE#71461 WALL ADJ. TO ROOF CONNECTION ,FF CnNSTRI ICTI IIN SPFCIFIr ATIl1NR F(1R R(lr1F OC\ /Id1I'IA IC n .. -rr HEADER DOWN CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A H2.5T ® 32" O.C. TOP & BOT B SEE PLAN C (1)MSTA24 STRAPS D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) HEADER TIE DOWN THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN AAI II TIP] R RRAr`P1`1 TRI IQQFC AC INnIrATFn IN TRIICC CP17rJ17ICATIr1NQ SIMPSON DTT2Z 11r -w/8- Y4"x1Y2" HTT5 SDS SCREWS ALTERNATE FOR ALTERNATE FOR 3/8" FULL HEIGHT ROD 5/8" FULL HEIGHT ROD ,4 FULL HEIGHT THREADED ROD so.1 ALTERNATE PERMANENT TRUSS BRACING SCALE: 3/4" = V-0" f CONNECTION CALL OUT (1)DIAGONAL BRACE PER LS18 ®32" O.C. B MIN 2 PLY STUD C (4) TRUSSES APPLIED IN LIEU OF 2 STUDS OR HTT4 HOLD DOWN AT BASE (U.O.N) TO BACKSIDE OF WEB. TO SISTER A MIN 2 PLY 36" LONG STUD BRACING APPLIED TO STUD FASTEN w/12- ZA FRONT SIDE OF WEBS. 3" GUN SIMPSON HTT5 OR I ' I NAILS CONTINUOUS LATERAL BRACING, SEE 26-10d COMONS TRUSS SHOP DRAWING FOR QTY. AND LOCATION. IF MORE THAN (1) LATERAL SIMPSON DTT2Z I BRACE IS NEEDED, OVERLAP BRACE SDS SCREWS I I AS SHOWN, I .. I I Y2" THREADED ROD I EPDXIED 4" MIN OR SIMPSON DTT2Z 11r -w/8- Y4"x1Y2" HTT5 SDS SCREWS ALTERNATE FOR ALTERNATE FOR 3/8" FULL HEIGHT ROD 5/8" FULL HEIGHT ROD ,4 FULL HEIGHT THREADED ROD so.1 ALTERNATE PERMANENT TRUSS BRACING SCALE: 3/4" = V-0" ADER UP CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A LS18 ®32" O.C. B MIN 2 PLY STUD C (1)CS16 STRAPS D IN LIEU OF 2 STUDS OR HTT4 HOLD DOWN AT BASE (U.O.N) ITS ACCEPTABLE TO SISTER A MIN 2 PLY 36" LONG STUD STUD FASTEN w/12- I 3" GUN SIMPSON HTT5 OR I ' I NAILS HDU5. FASTENII 26-10d COMONS II II SIMPSON DTT2Z I w/8- Y4%1Y2" SDS SCREWS I I I .. I I Y2" THREADED ROD I EPDXIED 4" MIN OR 5/8" THREADED Y2x6" TITEN HD �ROD EPDXIED II 7.5" MIN r H ADER UP CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR 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. (LION) 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 BOTTOM CHORD BRACING EB w/ 1 d 6"O. C. PERPENDICULAR TO TRUSS BOTTOM WEB BRACE TO BE THE II CHORDS AND ATTACHED TO EACH SAME SIE , SPECIES, I°I TRUS WITH 2-8d COMMON NAILS. AT AND GRADE AS WEB II GABLE END WALLS PROVIDE DIAGONALS TO E E BRACED. I'I AT END WALLS PROVIDE DIAGONALS I I (APPROXIMATELY 45%) TO THE °I ADJACENT EXTERIOR PERPENDICULAR II WALL BETWEEN EACH LINE OF BRACING TO FORM A ZIGZAG PATTERN ALL CONSTRUCTED OF THE SAME BRACING (P 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)IMTS12 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 Y2" THREADED ROD 2 CS18 STRAPS EPDXIED 4" MIN OR AT BASE OF STUDS )2x6" 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 /-58" ROD = HTT5 BUILT-UP POST, BUILT-UP POST, SEE PLAN. SEE PLAN. OPTION 1 OPTION 2 FULL HEIGHT TR CONVENTIONItr . r.rr. WHEN 16 GIRDER / BEAM STRAPPING THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN FIELD ALTERATION CONTRACTbP 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. TYPICAL I FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS- IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME rANNA MARIA - SHINGLE DESIGN/DRAWN/CHECKED CS BMB/LAP DATE 02.07.18 SCALI: AS NOTED LPA No. TOLL -18-00036 CONTROL No. 4143 SHEET Sio.1 SHEET 2 OF g (2)2x6 KING STUDS (2)2x6 JACK STUDS (2)2x STUD CORNER P.T. SOLE PLATE CONC. SLAB SOLE PLATE ANCHOR OVERLAP SIDEWALL TOP PLATE GARAGE HEADER ALWAYS PLACE HEADER AT TOP OF ROUGH (2)20ga STRAPS OPENING FLOOR � SOLE PLATE 4-g ANCHOR 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 HTT5 w/ THREADED ROD EPDXIED 12" GARAGE 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 ICK STUD T DOOR LLEVATION VIEW STUD TO TOP f SDWC15600 � ® 32 BOT PLATE TO FR BELOW CS180 32 OPTION A Ya" x3Y2" TAPCON SCREW CONC. SLAB ELEVATION VIEW OPTION B ACK STUD T DOOR SIMPSON LTT20B RECESSED IN SLAB w/Y2" THREADED ROD EPDXIED 4" FRONT ENTRY JAMB FASTENING THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN WALL STRAPPING DETAIL THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN MIN. (2)2x4 PT SYP #2 RATED WALL SHEATHING w/ 8d 0 6" O.C. EDGE & FIELD. OVERLAP SIDEWALL TOP PLATE ALWAYS PLACE HEADER AT TOP OF ROUGH OPENING 5/8"0 THREADED ROD w/3x3x'/4" PLATE .. . . . . . . HTT5 W/ . .. . . . . . . • III 5/j" THREADED ROD 1 /i EPDXIED 12" MAX 0 L EXTEND HEADER TO 2 FAR SIDE OF WALL (2)2x6 (2)2x6 S?F#2 AS SHOWN. o 0 JACKS AND (1) 4'-0"x4'-0" PIECE OF WALL 6 6 6 6 KING. SHEATING INSTALL AT UPPER HTT5 w/ CORNER 1" BELOW GARAGE HEADER DETAIL A THREADED ROD ON EXTERIOR STUD (TRIMED AS EPDXIED 12" SHOWN) HTT5 w/ FASTEN SHEATING TO HEADER w/ 8d COMMON OR GALV. BOX NAILS " THREADED ROD IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING EPDXIED 12° (STUDS, BLOCKING & SILLS) TYP. .11 a DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS 5/8" HREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN STUDS DRILLED AND EPDXIED w/ 12" EMBEDMENT & 3x3x'/4" WASHER. GARAGE PORTAL WING WALL D.2j THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN PORCH BEAM SUPPORT POST IF 4x4 IS SPECIFIED ON PLAN, USE (2)2x4 SPF#2 SUPPORT. IF 6x6 IS SPECIFIED ON PLAN, USE (3)2x4 SPF#2 SUPPORT. ATTACH PORCH BEAM TO SUPPORT POST w/ (2)HTS20. ATTACH SUPPORT POST TO SOLE PLATE FOUNDATION WITH HTT4 ANCHOR IV • / �( w 5/B"�x6" EMBED EPDXY ROD. U.O.N. SYP#2 PT SOLE PLATE BOX COLUMN MAY BE USED IN LIEU OF 4x4 OR 6x6. WATER PROOFING AT LOWER PORTION OF BOX COLUMN BY BUILDER 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. 1-MSTA24 BELOW CS180 32" O.C. 17-� WALL STRAPPING DETAIL 0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN FLOOR TRUSSES OR JOIST. CS18 w/7-10&9/2" EACH END 48" O.C. STRAP CAN BE INSTALLED E THEIR FACE OF STUD FLOOR USSES JOIST. (2)2x6 JACKS AND (1) KING. OVERLAP SIDEWALL TOP PLATE ALWAYS PLACE HEADER AT TOP OF ROUGH OPENING HTT5 w/ %" THREADED ROD EPDXIED 12" EXTEND HEADER TO 2 FAR SIDE OF WALL -6x6 POST / AS SHOWN. j 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 SHOWN) FASTEN SHEATING TO HEADER w/ 8d COMMON QR 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/g'^ 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 D.2/ THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN owQ O Ss< 0 32" z 8d @3" FLOOR TRUSSES OR JOIST. PLAN OPTION C DROPPED BEAM WALL SHEATHING CS18 w/7-10dx1Y2" EACH END ®48" O.C. STRAP CAN BE INSTALLED EITHER FACE OF STUD BOT PLATE TO — - Y4"� x3U LAG WITH ROUND W AT EACH FLOOR STUDS TO TOP PLATE STUD TO BOT PLATE: SDWC15600 SCREW. ® 32" O.C. I Ls, L�_j L2sj mss, L2s, Lasi I STUD TO BOT PLATE: BOT PLATE TO TRUSS TRUSSES PERPENDICULAR TO WALL ABOVE SDWC15600 SCREW. Y4%3)z" LAG SCREW ® 32" O.C. WITH ROUND WASHER 24" O.C. , TRUSS OR BEAM PARALLEL TO WALL ABOVE WALL STRAPPING DETAIL THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN 2x4 BLOCKING TOE NAILS (2 EA. SIDE) H3 0 EA. /4-0.131x3" 2x4 OUTLOOKER NOTE (A 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 PLANAn 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 q EA. END CONVENTIONAL SW ANCHOR PER SCHEDULE. NO FULL HEIGHT ANCHOR REQUIRED. a� BALLOON FRAMED GABLE END 0. SPLICE 2x x 4'-6" P.T. SYP NO.2 EXPOSED AFTER TAIL TO EACH ROOF TRUSS ® 4" O.C. x4 P.T. SYP No.2 LOCKING/CLOSURE FASTEN 3. / 3-12d TOE NAILS. RIP PRE-ENGINEEREDNCOMMON X03 OWN TO REQUIRED DEPTH WOOD ROOF TRUSSES. @ 4O.C. \ STAGGERED UPLIFT-/ CONNECTOR DOUBLE TOP PLATE RAFTER TAIL DETIAL - 4" OFFICE COPS' Lou Pontioo and Associates, Inc. 420 Osceola Avenue Jax. 6e4ch, Florida 32250 Ph. 242-0,908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 Christopher J SabOUrin PE FL PE#71461 REVISIONS DATE tl 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. T Z U � Q in W w m � U w Qa J w Q� � zLLJ O� J 0 U MISC FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME ANNA MARIA - SHINGLE DESIGN/DRAWN/CHECKED CS BMB / LAP DATE: 02.07.18 SCALE AS NOTED LPA No. TOLL -18-00036 CONTROL No. 4143 SHEET slo.z SHEET 3 OF g 3'-0" 34'-4" 1• 11'-4" FI- - - - - - - - - -I-1 I mir"u."Imilm � 33'-4" A L 1'-0" 1 S1.01 7'- 0" le 7$- 0„ 1'-0„ 1'-0" 0 8'-0" 42'-8" DESIGNATES FOOTING LINE 8'-0" 23'-4" -� INTERIOR LOAD BEARING WALL 83'-0" DESIGNATES SLAB RECESS 77 FOOTING SCHEDULE AND NOTES SCALE: 1/4" = 1'-0" TYPE LENGTH WIDTH DEPTH BOTTOM BARS F2.0 2'-0" 2'-0" 1'-0" 3-#5 EA. WAY BOT. 1-` F2.5 2'-6" 2'-6" 1'-0" 3-#5 EA. WAY BOT, F3.0 3'-0" 3'-O" 1'-0" 3-#5 EA. WAY BOT. 3S101 S10-1 t F3.5 3'-6" 3'-6" 1'-0" 4-#5 EA. WAY BOT. F4.0 4'-0" 4'-O" 1'-0" 4-#5 EA. WAY BOT. F4.5 4'-6" 4'-6" 1'-0" 4-#5 EA. WAY BOT. 1. THIS FOUNDATIOf, PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. FOR GENEPAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SF E ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. 2. FTGS. & F ND. 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. It 7B 00 S1.01 LO16-9» 6-0 4-2» 7 L 3. 01 1II _c S1.01 IIII J III ° SAWCUTI MONO FOOTING TO - - -S- STEMWALL w/ 2-#5x30" L EPDXIED 6 MIN. -u(0P>LS L6 S1.01 -- F2.0 6 S0 I IIIII 77.7 77 -_----,\- �IIi I STAIRS BY �p ^ ISOLATED FOOTING S1.�0134- SEE DETAIL 51.01 e. , 10B I I I I S1.01 F2.�5S1.01 011/S1.01 II I( 6 S1.01 - - - -I_ -- - -B-UIL-DER-- --- sI- ---- ---�-3 - --- -----L J F2.5L sJ T - -77i*- rr 00 4" CONCRETE SLAB w/ 14'-4" 16'-0" nl `� I FIBERMESH @ 1.5 LBS/CU.YD. 2.5 6 I 1 I i 9'-0" 2 -0 - OF CONCRETE OR 6x6 W1.4xW1.4 S1.01 S1.01 - - - - - WWF ON 6MIL VAPOR BARRIER a IN PREPARED GRADE. I _ LL - - � N SIM. 8 ,n 0-)) STAIRS BY IS1.01I 9 I BUILDER 9 / PROVIDE SAW CUTS PER I S1.01 0^ 0 I S1.01 I I 5/S1.01, BUILDER TO 4' 2" 10'-9" ' 00 COORDINATE WITH FINISH I "O ___; FLOOR MATERIAL. - - - �- I I PROVID - 4'-0" CORNER CRACK BARS I o I I SLIDING GLASS DOOR FRAMES MUST BE RECESSED SEE ARCHITECTURAL PLANS PAVERS f' PAVERS I I o 0 f I FOR LOCATION OF SLIDING ____ �BY OTHERS I r----------- �� AT SLAB MID -DEPTH. I I BY OTHERS I I GLASS DOORS. --------�1 9_r - 00 --, _ �� ISI 1/6\8 I I I s1.o1 � S1.01 I o S1.01 I I I I L" J I I N I I o -� MONO FOOTING TO STEMWALL w/ 2-#5x30" 9 I I I DOWELS EPDXIED 6" MIN. I 9 0 I S1.01 I I (TYP) ! S1.01 L L 1'-0" 1 S1.01 7'- 0" le 7$- 0„ 1'-0„ 1'-0" 0 0 I SYMBULS LEGEND 8'-0" 42'-8" DESIGNATES FOOTING LINE 8'-0" 23'-4" -� INTERIOR LOAD BEARING WALL 83'-0" DESIGNATES SLAB RECESS FOUNDATION PLA FOOTING SCHEDULE AND NOTES SCALE: 1/4" = 1'-0" TYPE LENGTH WIDTH DEPTH BOTTOM BARS F2.0 2'-0" 2'-0" 1'-0" 3-#5 EA. WAY BOT. F2.5 2'-6" 2'-6" 1'-0" 3-#5 EA. WAY BOT, F3.0 3'-0" 3'-O" 1'-0" 3-#5 EA. WAY BOT. t F3.5 3'-6" 3'-6" 1'-0" 4-#5 EA. WAY BOT. F4.0 4'-0" 4'-O" 1'-0" 4-#5 EA. WAY BOT. F4.5 4'-6" 4'-6" 1'-0" 4-#5 EA. WAY BOT. 1. THIS FOUNDATIOf, PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. FOR GENEPAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SF E ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. 2. FTGS. & F ND. 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. 0 I SYMBULS LEGEND - - - - - DESIGNATES FOOTING LINE - DESIGNATES SAWCUT LINE -� INTERIOR LOAD BEARING WALL w DESIGNATES SLAB RECESS D 0FFIF" Lou Pontigo and Associates, Inc. 420 sceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 Christopher J SabOUrin PE FL PE#71461 REVISIONS DATE FIELD! ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUOTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIR.TES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. T. U� Q in W w m D J J FOUNDATION PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME ANNA ARIA - SHINGLE DESIGN/BRAWN/CHECKED CS / BMB LAP DATE 02.07.18 SCALE AS NOTED LPA No. TOLL -18-00036 CONTROL No. 4143 SHELI 51.0 SHEET 4 OF g AT WALLS GREATER THEN 4'-0" HIGH, NOTIFY E.O.R.', FOR TEMPORARY BRACING LAYOUT PLAN AND PERMANENT LATERAL SUPPORT DETAIL. TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PROVIDE CORNER BARS (TYPICAL) F-12" HOOK INTO SLAB. MONO SLAB FOOTING AT PORCHES, WHEN SPECIFIED ON PLAN. SLAB ON GRADE, SEE PLAN. GRADE OR CONC. I\� SLAB, SEE PLAN. 4 DOWEL TO MATCH VERT. 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. ` /\\ STEMWALL REINFORCING (SEE i 00 SCHEDULE) w/ 6" HOOK INTO FOOTING. LAP VERT REINFORCING \\ `' 25" IF STEMWALL IS GREATER \\ THAN (3) COURSES. e CONT. CONCRETE FOOTING 8"d x 16"w 1 -STORY, w/(2)#5 CONT. I. 10"d x 20"w 2 -STORY, w/(3)#4 OR (2)#5 CONT. STEMWALL FOOTING SCALE: 3/4" = 1'-0" TYPICAL WALL FRAMING AND ANCHORAGE PER CONST (1)#5 CONTINL CORNER B. 12" HOOK SLAB ON GRADE, SEE PLAN. 8" CMU STEM WAI #4 VERTICAL DOWELS @ 24 90° BEND INT( CONTINUOUS CON FC w/ 2-#5 CONT. STEMWALL AT GARAGE SCALE: 3/4" = 1'-0" TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. - z 00 TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. 1—#5 CONT., PROVIDE SEE 7B/S1.01 CORNER BARS (TYP.) SEE ARCH PLAN 51» I SLAB ON �— • 2 GRADE, �-_.- ---4 -- 4-------fi 4 SEE PLAN. �\�\\� \ \\\/\\ SHOWER PAN SLOD ES TO DRAIN, SEE ARCH PLAN. MAINTAIN MIN. SLAB THICKNESS. STEMWALL, SEE 1 VS1.01 2 FOOTING'W/ SHOWER RECESS 1.01 (IF REQUIRED) 1" DEEP SAWCUT w/ SLAB ON GRADE, SLAG ON ELASTOMERIC SEALANT SEE PLAN GRADE- d 4 - SEE PLAN N OTES: 1) PROVIDE SAWCUTS TO CREATE APPROXIMATE 12' X 12' MAX. SQ. 2) SAWCUT CONC. SLAB WITHIN 4 TO 12 HOURS OF CONC. PLACEMENT. s SAW CUT DETAIL S1.01 BOND BEAM w/1-#5 SLAB ON x z �° 4 4 GRADE, �ti,; SEE PLAN. o z X 0 ° 4 1 - :,; GRADE OR CONC. g ' SLAB, SEE PLAN. ALT. FOOTING AT \ BUILDERS DISCRETION. -- #3 @ 48" 0. C. OR ROD CHAIRS (TYP.) (2)#5 CONT. - 12" w/(2)#5 CONT. MONOLITHIC EDGE FOOTING 9` S1.0 PAVER BY OTHERS \� 8" MASONRY \/ STEM WALL w/ 1-#4 @ 48" O.C. 2" THICK x 20" WID PORCH STEM WALL WALL FRAMIN TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. 8" CMU OPEN BOTTOM LINTEL BLOCK w/ 1-#5 CONTINUOUS SOLE PLATE ANCHOR, SEE 3/SO.0 CMU STEM WALL / SLAB ON #4 VERTICAL DOWELS @ 24" O.C. SEE APLAN DE 4 LU 90` BEND INTO FTG. i` Q w ° J r7 U 1 • • ° �s } 3" CLEAR TYP 10"x20" w/ 2-#5 CONT. 3 � GARAGE STEM WALL 1.01,1 (IF REQUIRED) CONTINUOUS CONCRETE FOOTING STEP, SEE ARCH. a = a (4" MAX.) EQUAL TO SLAB THICKNESS. 7B @ SLAB RECESS BRICK VENEER IS ACCEPTABLE WITHOUT WALL FRAMING INCREASE 0 FOOTING 2-#5 CONT. STEP, SEE ARCH. PLAN. SLAB ON SLAB ON ��----=--a_ GRADE, GRADE, SEE PLAN. SEE PLAN. _00 OPTIONAL 8"x16" 3" 2" FLAIR1—STORY w/(2)#5 CONT. a"x2o" 8"x1 6" 1—STORY, w/(2)#5 CONT. 2—STORY, w/(2)#5 CONT. 8"x20" 2—STORY, w/(2)#5 CONT. 6 BEARING AT INTERIOR 7 MONO. FOOTING AT STEP-DOWN 51.01 51.01 MATCH DOOR WITH, SEE ARCH. PAVING BY BUILDER E. J. MATERIAL THICKENED EDGE w/ 1-#5 CONT. 3/4 RECESS SLAB ON °4 GRADE, SEE PLAN. 12"x12" 1#5 CONT. DETAIL 10B SLAB ON GRADE, \\ �/ SEE PLAN. 8"x8 DETAIL 1 O THICKENED SLAB TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. SLAB ON GRADE, SEE PLAN. ALT. FOOTING AT BUILDERS DISCRETION. 24" 3—#4 HOOKED VERTICALS 8" O.C. TYPICAL MONO— FOOTING NOTES, EE DETAIL 8/S1.01. 0 z 00 W w N Cn 8" ISOLATED FOOTING, \—REINFORCING SEE PLAN SEE SCHEDULE. ISOLATED FOOTING UNDEIR, MONOLITHIC EDGE Lou Ponti-o and Associates, Inc. 420 Osceola Avenue Jax. 6ea'ch, Florida 32250 Ph. 242-0,008 Fax. 241-9557 FL: CA # $344 SC: CA# 3579 ERAN .\�/ �` 461 . o �i OF N µPi K.°�"1sy'4��L'.••� .di�`y,'. N . Christopher J Sabourin PE. FLPE#71461 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THEI TENT OF THE ORIGINAL CONSTRU TION DOCUMENTS. ANY FIELD ALTER ATIONS MADE PRIOR TO BEING APPR�JVED BY LOU PONTIGO 8 ASSOCI TES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. = z U� Q in Ln m O = U w 0�zQ �,J W m � un J Q :3 J O �D �w 0 0 J U FOUNDATION DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRA*INGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME ANNA MARIA — SHINGLE DESIGN/RAWN/CHECKED CS 13MB/LAP DATE 02.07., 8 scAle AS NOTED I LPA No. TOLL -18-00036 C�NTROL No. 4143 �'SHEET S .O1 I SHEET 5 OF 9 (2)2x6 SPF#2 POST. (2)2x6-1 /1 LLJ PROVIDE MIN. I 01 (2)INTERMEDIATE 1 I Q JACK STUDS. T co FASTEN STUDS00 0 TOP & BOTTOM STRAP HEADE (2)2x8-1/3 PER 7/SO.1 _ PROVIDE MIN. L--- (2)INTERMEDIATE JACK STUDS. FASTEN STUDS TOP -- & BOTTOM w/ SDWC15600 w/ SDWC15600 I CN cn U) 1 BRACE TOP OF WALL PER 1/S0.1, SIM. I o fl (3)2x6'_`--- - I SPF#2 STRAP HEADER EA POST. (10I END w/ MSTA24 (3)2x4 -- III; I 2x4 SPF#2 STUDS @ 1 O.C. III' i I (2)2x12 (2)2x6 � SPF#2 { 1 POST. i I (2)2x6 SPF#2 1 I POST FROM ABOVE. SHEATH CONT._/ t I PRIOR TO FRAMING POCKET FOR SGD M > N � 1 J S1.1 w �) O N Q N (2)2x6-1 /1 I FASTEN TO OF WALL PE I DETAIL 5/S0. . 1 OSB WALL I I SHEATHING. I 6x6 P.T. SYP#2 POST w/ABU66. SEE DETAIL 2/S0.1. (TYPICAL) ( I �I D I- I lt.._. STRAP HEADER EA. END w/ (2)MSTA24 STRAP HEADER EA. END w/ MSTA24 N' o X PROVIDE MIN. I N N (2)INTERMEDIATE JACK STUDS. t (2 x12 f PROVIDE MIN. (2)INTERMEDIATE JACK STUDS. SEE 3/SO.1 FOR BEAM (3)2x12-2/2 CONN. (TYPICAL) BEAM TO STUDS w/ MSTA24. III I ( I I II I I I II I I I li I I UL -. - - J I I (2)2x6 1-- --_ I 42" O.C. V4701- POST. POST. [-- ... Ji4/. x (2)PLY 9.5" LVL -2/2 I (SW d®3"/6") I �- PLT ® (2)2x6 POST BELOW POST ABOVE. PROVIDE SQUASH BLOCKING I FLOOR - - STRAP HEADER EA. (SPF#2 G END w/ MSA24 FL PE#71461 ,, G01R POST. _ ABOVE (4)2x6 POST BELOW POST ! 2x4 SPF#2 (2)2x12-1/ ABOVE. PROVIDE , SQUASH STUDS @ BLOCKING IN FLOOR 12" O.C. SYSTEM i TO POSI BELOW. 1 OPEN TO > I ABOVE O CO _. _ CN OI CD LL. Ld - - )2x1:2-2/ 0I FASTEN TOP __' OF ALL PER IFF _ _ _ = = -.:� - DETAI . 5/SO.1. I III I ( I I II I I I II I I I li I I UL -. - - J I I (2)2x6 1-- I - - - - SPF#2 42" O.C. ------ -----J POST. SHEARWALLS ... Ji4/. x 24" O.C. (SW d®3"/6") I P-S()LE PLT ® (2)2x6 POST BELOW POST ABOVE. PROVIDE SQUASH BLOCKING I FLOOR SYSTEM TO POS BELOW. X N N IMPORTANT NOTE: I INSTALL 4 SYP#2 TOP; PLATES @ 10'0" ELEVATION. FASTEN PLATES w/(2 ROWS )/4" SDS SCREWS @ 121' O.C.10 j I GARAGE HEADER I i I I'C'4 l -I (2)PLY 14" LVL -2/2 SEE DETAIL SEE DETAIL 1/80.2 SIM. 1 /SO.2. - L- _ (,2g -xi 2- N ' XI N I I N I co � co N X' r\ .0 X cin OSB WALL N SHEATHING. STRAP HEADER EA. j END w/ MSTA24 I (2)2x10-1 /1 (2)2x8-1 /1 FIRST FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" (2)2x12 SEE 3/SO.1 FOR BEAM CONN. (TYPICAL) SHEARWALL NOTE: SW: 3/6 6x6 P.T. SYP#2 POST w/ABU66. SEE DETAIL 2/SO.1. (TYPICAL) SW: /6 DESIGNATES SHEARWALL NAILING - 8d @ 3" EDGE AND 6" "FIELD" SOLE PLATE ANCHORS - SEE SCHEDULE ON ON DETAIL 3/SO.0 SOL PLATE ANCHOR SPACING SCHD ALL EX ERIOR WALL 42" O.C. UNLESS OTHER NOTED SHEARWALLS ... Ji4/. x 24" O.C. (SW d®3"/6") I P-S()LE PLT ® WHEN NOTED ON PLAN � J SEE NOTE 2 1. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/'30. 0 2, ANCHOR SPACING SHALL BE AS NOTED, FOR EXAMPLE - SOLE PLT © 36" = 36" ON CENTER SPACING TO BOTTOM OF 2x8 LEDGER HEADER FASTEN TO STUDS w/ 4-0.1(3)x3 (2)SDWC15600 @ 24" 0. C. SHEATHING NAILER CRIPPLE STUDS @ 16"o.c, NAIL TO BLOCK ADJACENT TO STUD w/3 -10d. WALL SHEATHING (2)2x6 SYP#2 PLATE 8d COMMONS @ 6"o.c 2x4x12" LONG BLOCK ADJACENT TO STUD. FASTEN TO HEADER WITH 2-SDWC15600 SCREWS. BRACE TOP PLATE PER 1 /SO.1, SIM. SDWC15600 EACH TRU WALL SHEATHING CONTINUOUS. WALL SHEATHING CONNECTING BUCK AND PLATE w/8d @ 3" EACH SIDE 1 WOOD FRAMED HEAD ABOVE SLIDING GLA S1.1 SYMBOLS LEGEND -`-- DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW 3/6 SHEARWALL SHEATHING TO BE APPLIED. 8d ® bl 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. ----I BEAM OR TRUSS, SEE PLAN ANCHOR LEGEND X3/8" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 X5 A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 ® ADIAMETER THREADED RO TER ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 /9C R" ATER DIAMETER THREADED (``J�j�[`-�) ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 A SIMPSON HTT5 SEE DETAIL 15/S0.1 • SIMPSON DTT2Z SEE DETAIL 15/SO.1 SIMPSON LTT20B SEE DETAIL 15/SO.1 WALL STUD SCHEDULE LOCATION PLATE STUD SIZE HEIGHT & SPACING EXTERIOR 9'-1" 2x4 SPF#2 ® 16" O.C. MAX EXTERIOR 10'-1 2x6 SPF#2 ® 16" O.C. or MAX 2x4 SPF#2 0 12" O.C. EXTERIOR 10'-1 TO 2x6 SPF#2 0 16" O.C. 14'-D" INTERIOR 10 MA 2x4 SPF#2 ® 16" O.C. INTERIOR 12'-0" 2x6 SPF#2 0 16" O.C. or MAX 2x4 SPF#2 ® 12" O.C. STUD NOTES - 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS ® 16" O.C. MINIMUM. SEE 3/SO.D FOR ADDITIONAL ANCHORS AT SHEARWALLS COMBINED USE PANEL NOTES 1. EXTERIOR WALL SHEATHING SHALL BE CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING SPLICE LOCATIONS FOR MULTI STORY CONDITIONS 2. SEE SHEET SO.0 FOR WALL SHEATHING SPECIFICATIONS. 3. UPPER MOST TOP PLATE SUPPORTING ROOF MEMBERS SHALL BE STRAPPED AS SHOWN IN DETAIL 1/SO.0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.0 GENERAL NOTES 1. SEE DETAIL 2/SO.0 FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 6/SO.0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.0 5. AT SHEARWALLS, PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 5/SO.1 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING AND HOLD DOWNS CS18 STRAPPING DETAIL CS18 STRAP w/ 10" END LENGTH. FASTEN 11 THIS END W/ 9-10d. I� WALL FRAMING w c� C, w Lou Pont, 0 and Associates, Inc. 420 Osceola Avenue Jax. 6e ch, Florida 32250 Ph. 242-0 08 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 �A,�lldtf4Nt! � a Sakkkpk+p+k+ h�NO NAILS REQUIRED I,IN CLEAR SPAN FLOOR TRUSSES- RUSSES OR OR JOIST. ... Ji4/. x I WALL FRAMING I j z `p W Ij � J CS18 STRAP w/ 10" • OF END LENGTH. FASTEN THIS END w/ 9-10d. Lou Pont, 0 and Associates, Inc. 420 Osceola Avenue Jax. 6e ch, Florida 32250 Ph. 242-0 08 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 �A,�lldtf4Nt! � a Sakkkpk+p+k+ 40 ° ... Ji4/. x 410 ~ j ° 1 " S e • OF N +3d+++aka a a to a to nts:�` Christopher J Sabourin PE FL PE#71461 REVISIONS DATE i I FIELD ALTERATION CONTRACT8R SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL RELD 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. FIRST FLOOR FLAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAW, INGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECIiURAL DRAWINGS OR CO ACT THE E.O.R. PLAN NAME ANNA MARIA - SHINGLE DESIGN/PRAWN/CHECKED CS BMB / LAP DATE 02.07.18 SCALE ,AS NOTED LPA No. TO L-18-00036 C NTROI. No. 4143 SHEET S1.1 SHEET 6 OF g IV �o HTS16 �_ M \V00 H I- I- I- I- I- H H I- H 1- H H H F- N N co o ro T16 0 0 0 J11 o I II I TS16 V03 5 J02 I~~ V SO.0 iii I 2x6 BLOCKING BELOW WALL. FASTEN EA END w/ /11 (4)14d TOE -NAILS (TYP.) Floor Truss Connector List Manuf Product Qty USP THD26-2 1 USP THD46 2 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 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 1'/Z" WIDE LUMBER. PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou huntiso and TRUSSAssoiciates, Inc. FASTENING DETAILS 420 Osceola Avenue Jax. Beach, Florida 32250 11h. 242-008 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 H uuwtrru t F i � ER 4«• �1,S •+ � Nuts •°«'C�'p \ �..s ♦ « • 461 DQ ®F o m N � "` � `°• CSR I 0 P •. � ,,. � STUD DIRECTLY F�� 4 L ,. BELOW TRUSS OP PLATE TO f SDWC15600 STUD SDWC15600 N N Christopher J Sabourin PE F - __U FL PE#71461 __ II _�_. II II II II II II II II I II II __ TRUSS TIE DOWN WITH SIMPSON SDWC RE HTS16 i VI�IONS DATE Rafter to Top Plate shown Truss to Top Plate similar Optimal 22)2' 30' ii 11 II FIELDI ALTERATION R SHALL 11 1 II I \ISTUD DIRECTLY CPONTIGO bASSOCIATE05 NTACT PRIOR TOU BELOW TRUSS MAKING ANY STRUCTURAL FIELD Y"Max MODIFICATIONS WHICH MAY VARY �' � FROM THE INTENT OF THE ORIGINAL SO.2 CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 SDWC15600 TOP PLATE TO ASSOCIATES MAY RESULT IN I ! STUD SDWC15600 ADDITIONAL ENGINEERING OR V08 INSPECTION FEES. P I Note: 1. Sloped -roof rafters may be sloped up to and including a 12:12 pitch and must be "birdsmouth" cut. I ?2. Reference detail 4 for installation instructions. I JUS24 T2 J15 SIMPSON SDWC INSTALLATION RANGE I 1 U HTS16 Q V) )\s 77 i : nM � Z 5 W SO.0 U T28 PORCH CEILING SHEATHING Z AT BOTTOM CHORD OF ULOW D NOT DIRECTLYz TRUSS SEE 2/S0.1. TRUSS SDWC15600 N L..L Note: Reference detail 2a for installation angle limit W � j�� ///�-�--S WC INSTALLATION / 2 Rafter to Top Plate shown ' (Truss to Top Plate similar)0 ❑ J" f SHEATH WALL CONT. �� `O� STUD NOT DIRECTL THRU LOW ROOF TO 2ND BELOW TRUSS MM LEVEL BOTTOM PLATE. W / Do not install SDWC in ® hatched area 0 SDWC15600 0 Roof Truss Connector List Manuf J02 Qty USP JUS24 3 - nF 13 USP J02 I 1 --- — \ _ DIAGONAL J12 TRUSS TO TOP PLATE w/ SDWC15600 i BRACES PER moo, "-5-Z 1 /S1.2 J01 i t- �� '� - FRAME UPPER LEVEL STUDS --�. jiz (2)HTS16 CONT. FROM 1ST LEVEL TOPV06 - --- PLATE TO 2ND LEVEL TOP -- - -- -- :; Jo3; j, PLATE. DO NOT FRAME KNEEWALL I' �\ I �I" I AT FLOOR SYSTEM ELEVATION. THD46 -- F07 PL -2- T J05 �j` I a - - ; GO1 - ,- II J07 PROPOSED LOCATION FOR PORCH CEILING SHEATHING 1 I j STRONG BACKS INSTALL FRAME UP _ ER LEVEL STUDS AT BOTTOM CHORD OF- R TRUSS ENGINEERING CONT. FRO 1ST LEVEL TOP TRUSS SEE 2/S0.1. JG, - I� PLATE TO PLATE. DON 2ND LEVEL TOP T FRAME KNEEWALL I AT FLOOR SYSTEM ELEVATION. J07I� _ SHEATH WALL CONT. THRU JO I� %i LOW ROOF TO 1ST LEVEL / �I BOTTOM PLATE. OVERLAP FLOOR SYSTEM 12 MIN. SIMILAR TO 1/S0.1.Nk- I I 2 -_ -__ - 50.1 J07 ii f f /__________ PROPOSED LOCATION FOR v I STRONG BACKS INSTALL I , --- -- Jo _ ___ PER TRUSS ENGIN RING1111 _,I I OSB BLOCKING PER Jo I I ! iii DETAIL 5E/S0.1 I� I� I J05 III J03 I� ----- N N N N N N N (Ij N (14 N N N N N o 0 0 0 0 0 0 0 0 00 __ 0 0 0 0 -. _ N O co 0 0 I U) u7 L0 Ln Lr) LL 0 01 0 0 0 CD 0 LL LL LL LL LL LL LL.. LL —LL - _-- - L_. _ LL J 01r(D - 11. CD U(2)H TS1 6 1 S0.1 2 S0.1 Floor Truss Connector List Manuf Product Qty USP THD26-2 1 USP THD46 2 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 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 1'/Z" WIDE LUMBER. PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou huntiso and TRUSSAssoiciates, Inc. FASTENING DETAILS 420 Osceola Avenue Jax. Beach, Florida 32250 11h. 242-008 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 H uuwtrru t F i � ER 4«• �1,S •+ � Nuts •°«'C�'p \ �..s ♦ « • 461 DQ ®F o m N � "` � `°• CSR I 0 P •. � ,,. � STUD DIRECTLY F�� 4 L ,. BELOW TRUSS OP PLATE TO f SDWC15600 STUD SDWC15600 N N Christopher J Sabourin PE F - __U FL PE#71461 __ II _�_. II II II II II II II II I II II __ TRUSS TIE DOWN WITH SIMPSON SDWC RE HTS16 i VI�IONS DATE Rafter to Top Plate shown Truss to Top Plate similar Optimal 22)2' 30' ii 11 II FIELDI ALTERATION R SHALL 11 1 II I \ISTUD DIRECTLY CPONTIGO bASSOCIATE05 NTACT PRIOR TOU BELOW TRUSS MAKING ANY STRUCTURAL FIELD Y"Max MODIFICATIONS WHICH MAY VARY �' � FROM THE INTENT OF THE ORIGINAL SO.2 CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 SDWC15600 TOP PLATE TO ASSOCIATES MAY RESULT IN I ! STUD SDWC15600 ADDITIONAL ENGINEERING OR V08 INSPECTION FEES. P I Note: 1. Sloped -roof rafters may be sloped up to and including a 12:12 pitch and must be "birdsmouth" cut. I ?2. Reference detail 4 for installation instructions. I JUS24 T2 J15 SIMPSON SDWC INSTALLATION RANGE I 1 U HTS16 Q V) )\s 77 i : nM � Z 5 W SO.0 U T28 PORCH CEILING SHEATHING Z AT BOTTOM CHORD OF ULOW D NOT DIRECTLYz TRUSS SEE 2/S0.1. TRUSS SDWC15600 N L..L Note: Reference detail 2a for installation angle limit W � j�� ///�-�--S WC INSTALLATION / 2 Rafter to Top Plate shown ' (Truss to Top Plate similar)0 ❑ J" f SHEATH WALL CONT. �� `O� STUD NOT DIRECTL THRU LOW ROOF TO 2ND BELOW TRUSS MM LEVEL BOTTOM PLATE. W / Do not install SDWC in ® hatched area 0 SDWC15600 0 Roof Truss Connector List Manuf Product Qty USP JUS24 3 USP THD26 13 USP THD28 1 FLOOR AND ROOFTRUSS PLACEMENT PLAN SCALE: 1/4" = l'-0" T25 - - CONT. WALL SHEATHING. 2x6 LEDGER INSTALLED 2 OVER SHEATHING w/ SO.1 5-10d © 16" O.C. SIM 2ND LVL FLR ELEV FRAME UPPER LEVELS 2x4 BRACE. FASTEN STUDS CONT. TO 2ND VEA. END w/ (4)10d LEVEL TOP PLATE. FACE NAILS. DIAGONAL BRACES ROOF DECK TO BLOCKING w/ 8d COMMON @ 3" O.C. ROOF TRUSS 2x4 BLOCKING © 48" O.C. FASTEN EA. END w/ SDWC15600 SCREW INSTALLED SIMILAR TO TOE -NAIL APPLICATION. Overhang 1 1/2 MIN 2" MAX SD C INSTALLATION RANGE 1f"" minimum edge distance for full values (with or - 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 DIRECTLYIII FLOOR AND ROOF TRUSS PL/ CEMENT LAN I DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCL R REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME CANNA MARIA - SHINGLE DESIGN/DRAWN/CHECKED CS / BMB / LAP DATE 02.07.18 I SCALE AS NOTED LPA No. TOLL -18-00036 CONT RO L No. 4143 SHEET S1.2 SHEET 7 OF g SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN _ ------ - LINE DESIGNATES SIDE OF WALL THE SW: 3/6 SHEARWALL SHEATHING TO BE APPLIED. 8d @ 61 DESIGNATES 8d COMMONS 3"O.C. EDGE & 6" O.C. "IN THE DESIGNATES THE HEADER SIZE, NUMBER (22x8-1/2 OF PLY'S & TAHEADERG STUDS NEEDED ---- BEAM OR TRUSS, SEE PLAN ANCHOR LEGEND X%" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 X5 5/8" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 ® R" A307 DIAMETER THREADED TER ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/S0.1 R" A307 DIAMETER THREADED TER ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 - SIMPSON HTT5 SEE DETAIL 15/S0.1 . SIMPSON DTT2Z SEE DETAIL 15/S0.1 SIMPSON LTT2DB SEE DETAIL 15/SO.1 WALL STUD SCHEDULE LOCATION PLATE STUD SIZE HEIGHT & SPACING EXTERIOR 9'-1" 2x4 SPF#2 0 16" O.C. MAX EXTERIOR 10'-1 2x6 SPF#2 ® 16" O.C. or MAX2x4 SPF#2 0 12" O.C. EXTERIOR 10'-1 TO 2x6 SPF#2 ® 16" O.C. 1 FRAME UPPER LEVEL STUDS 10-0" FASTEN WALL TO TRUSS CONT. FROM 1ST LEVEL TOP INTERIOR MAX 2x4 SPF#2 ®16" O.C. BELOW PER 11/S0.2 PLATE TO 2ND LEVEL TOP INTERIOR 12'-0" 2x6 SPF#2 ® 16" D.C. or PLATE. DO NOT FRAME KNEEWALL MAx 2x4 SPF#2 ®12" O.C. ao AT FLOOR SYSTEM ELEVATION. 1.) .) Nn>rEs THIS N (2)2x6-1 /1 (2)2x6-1 /1 (2)2x=6-1/1 WALL STUDS SPECIFIED ON PLAN SUPERSEDE -IIS TABLE C 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. - CONTRACTOR MAY INCREASE STUD SIZE TO MEET ; ARCHITECTURAL REQUIREMENTS. \ 4 2 0 3.) SPFPDENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN IN TS0.1 X 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. (2)2x6 SPF#2 N (0 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS POST. STRAP TO `4- CS18 I I X TO CONCRETE SLAB w/16d MASONRY CUT NAILS ® 16" O.C. I - - - - - - - - SHEARWALLS BELOW W/ MINIMUM. SEE 3/SO.0 FOR ADDITIONAL ANCHORS AT (2)CS16. ---- TRUSS T37 ABOVE II ---- COMBINED USE PANEL NOTES ---- STRAPT WALL - I - 1. EXTERIOR WALL SHEATHING SHALL BE SHEATH WALL CONT. THRU BELOW f'L 9 S0.2 / CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST LOW ROOF TO 1ST LEVEL I - - _- _ - - _ N TOP PLATE. SEE DETAIL 1/S0.1 FOR SHEATHING 1-0 N SPLICE LOCATIONS FOR MULTI STORY CONDITIONS BOTTOM PLATE. OVERLAP I CS18 .� FLOOR SYSTEM 12" MIN. \ Ir'' - 2. SEE SHEET SO.O FOR WALL SHEATHING (3)2x6 _ J � SPF#2 I O J SPECIFICATIONS. N I POS 3 J 3. UPPER MOST TOP PLATE SUPPORTING ROOF Q O I - CS18 - C 1 r z 0 DEMALR /SO.OLL BE STRAPPED AS SHOWN IN � � _ __ _. _____._ �_ w w : -� I m w w 4. INSTALL SOLE PLATE ANCHORS PER DETAIL o� o 1I - I ! j co -j w LLJ (n 3/S0.0 Q� i�- N I wQ� < a- I �� - o GENERAL NOTES wI -CS18 CS18 @ BOTTOM OF STUD II m 1. SEE DETAIL 2/SO.0 FOR WALL FRAMING DETAIL. < i WHERE NOTED. SEE DETAIL J ^ SEE WALL STUD SCHEDULE THIS SHEET FOR STUD J N SIZES AND SPACING. AT GIRDERS AND BEAMS, m X AT BOTTOM RIGHT OF PAGE. % cX � z Q PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER Cf)I. w OPEN TO � f -C S 18 0 PLIES. I -Li- CS18 Q 0 BELOW v tlJ C) 2. SEE SHEET SO.0 FOR ROOF AND FLOOR mI Q SHEATHING SPECIFICATIONS. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE I I G�� PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES I; IITOGETHER PER DETAIL 6/SO.0 cn I 4. INSTALL SOLE PLATE ANCHORS PER DETAIL CS18- STRAP HEADERI 3/SO.o PER 7/S0.1 5. AT SHEARWALLS, PROVIDE DIAPHRAGM TRUSS T45 A - - - - CS18- \ ATTACHMENT PER DETAIL 5/SO.1 C> i I 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT X ' I TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 PROVIDE MIN. (2)INTERMEDIATE JACK I N STUDS. HEADER TO JACKS W/ CS18- 7. AT PORCHES, SEE DETAIL 2/S0.1 FOR FRAMING SHEATH WALL CONT. THRU MSTA24. JACKS TO BELOW w/ CS18 STRAP HEADER AND HOLD DOWNS LOW ROOF TO 1 ST LEVEL CS18 PER 7/S0.1 CS1B STRAPPING DETAIL BOTTOM PLATE. OVERLAP II ao I o0 » �I (� Cs,� 's CS18 STRAP w/ 10" FLOOR SYSTEM 12 MIN.-�I ( ( v v 1 END LENGTH. FASTEN _. SIMILAR TO 1/S0.1. CS187- ___._ __ _._ _ _ .__. _ _ I- _ _ � .. THIS END w/ 9-10a. (2)2x6-1/1 (2)2x6- /1 (3)2x12-2/2 SHEATH WALL CONT. WALL FRAMING I z THRU LOW ROOF TO 2ND ' J LEVEL BOTTOM PLATE. -------"-------- NO NAILS REQUIRED FLOOR I� IN CLEAR SPAN TRUSSES OR JOIST. WALL FRAMING 11 w z p W L CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. i SECOND FLOOR FRAMING PLAN SCALE: 1/4" = l'-0" OFFICE COPY Lou P�>ntigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0 08 Fax. 241-9557 FL: CA # 344 SC: CA# 3579 01 � ft0"ER , r ; •toM .• 7 ...- d vy .r X61 7t r ¢ � OF Christophjer J Sabourin PE FL PE#71461 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO $ ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SECOND FLOOR FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE EO.R. PLAN NAME ANNA MARIA - SHINGLE DESIGN/DRAWN/CHECKED CS / BMB/LAP DATE 02.07.18 SCALE AS NOTED LPA No. TOLL -18-00036 CONTROL. No. 4143 SHEET S1.3 SHEEiT 8 OF g J23. 5 S0. 0 04M nTP `4 0- JjN 04 04 (2)HTS16 ch uN N � 2 HTS16� T40 THD26 ! T41 �. f�.. =1I THD26 T T 5 S0.0 T T (2)HTS1 11 J23 M N N N04 nC4 R04 5 SO.0 X ti N THD26 THD26 o,__ THD26 THD26 (2)HTS16 THD28 TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH 2-12D TOENAILS & 1—SIMPSON SDWC1 X600 SCREW UNLESS OTHERWISE NOTED ROOF TRUSS PLACEMENT P SCALE: 1/4" = 1'-0" LO M I- 2)HTS16 g RA R 1 ILS, sO.2 SEE D TAI 8/S0.2 SYMBOLS LEGEND TS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES, 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.0. 2. F R SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. F R GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.O. 4. EN USING (2)H2.5T CLIPS ON 1'/2" WIDE LUMBER, PLACE CLIPS D AGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. TRUSS FASTENING DETAILS K UD DIRECTLY TOP PLATE TO LOW TRUSS SDWC15600 STUD SDWC15600 %: TRUSS TIE DOWN WITH SIMPSON SDWC Rafter to Top Plate shown Truss to Top Plate similar Optimal 22Y' 10' 0' 30' STUD DIRECTLY BEL W TRUSS Y"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. r2. Reference detail 4 for installation instructions. SIMPSON SDWC INSTALLATION RANGE STUD NOT DIRECTL B LOW TRUSS LL'4_1 \ SDWC15600 Note: Reference detail 2a for installation angle limit S WC INSTALLATION Rafter to Top Plate shown (Truss to Top Plate similar) °xJISTUD NOT DIRECTL' 1 t W-1 ®Do not install SDWC in hatched area SDWC15600 Overhang ) 1/2" MIN 2" MAX SDWC INSTALLATION RANGE 14"" minimum edge distance for full values (with or without a plate splice) Y." 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 STUD NOT DIRECTL 111 BELOW TRUSS �rt Associates, Inc. 420�sceola Avenue lax. [3ea, h, Florida 32250 Ph. 242-008 Fax. 241-9557 FL: CA # $344 SC: CA# 3579 tit K J. /��"•,'�I,�j /w s b' � y / 'N 61 S 00 1111511 Ch Christopher J Sabourin PE FL! PE#71461 i REVISIONS DATE I FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO e ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. ROOF TRUSS PLACEMENT PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME ANNA MARIA — SHINGLE DESIGN/DRAWN/CHECKED CS BMB / LAP DATE 02.07.18 SCALI: AS NOTED LI'A No. TOLL -18-00036 C¢NTROL No. 4143 SHEET X1.4 SHEET 9 OF 9 4-1 OL -J Z LL '~ O Z Z Q � U Z U) LL O 2 Ly DC (n w C a IX oC Z ccJ O w u - waw a.3: w aa OJ o F— oo= z=F- Q � z o�C J w z 0>C E CZ, Q a Lu 0 Uoa w 2 LLJ�o w y- z = z w C� 0 W O J =zQ 0 o 5 J m 08 um, Q cj� a 0ODi a2:� U LL. Ca Z m ~zz �0a w LU =a o}w ma> J O J J -' J F O Q w_ cn o"'U0 J O 4 Lu O� a O z =m0 �oU) a?o Lu mca Lu w Q z=o O to -� w Z U En Q� C7 w Z O O U) Lu� M U) w O U w ~ w mea LU Z ZLLI = W U) J w ui ao� U) N 0Lu oz Q U U) w Z O w (n L2Lri goo z a � oUz Q^c0~n Oz `n oc w a Lu w w U- z U U Lu z w Qw vi z 0 w Lu _ F- m z 0 _ z O 0 z O V 0 z a z O z w 0 Lu _ H z O a Ce Z LL. O 0 w J_ z=zo �z WCem Uo�= U) �LLJ� LU CO w J Z _j LL_ -j O O LL- Q U F- O TH ABBREVIATION LIST Abbrev. Description Abbrev. Description Abbrev. Description #NUMBER .._..._ & _ AND F.P. FRT. FIREPLACE ___... FRONT PT. LD. _ PWD. POINT LOAD POWDER - EQUALFT. FLOOR PLAN _ FEET PLW. PLYWOOD @ AT FTG. FOOTING ® A/C AIR CONDITIONING F.O.M. FACE OF MASONRY R RISER ABV. ABOVE BUILDING SECTIONS A7.62 iBUILDING SECTIONS--.___..__..________.__.__�..__._-_.____, _.. RA RETURN AIR ADJ. A.F. ADJUSTABLE ABOVE FLOOR _ GAL G.A. GALLON_ GAUGE _ RAD. REF. RADIUS REFRIGERATOR A.F.F. ABOVE FINISHED FLOOR GD GARAGE DOOR REINF. REINFORCING AHU AIR HANDLING UNIT GFI GROUND FAULT INTERRUPTER RM. ROOM ALT. ALTERNATE GL GLASS R.O. ROUGH OPENING ALUM. _ ALUMINUM _ G.W.B. GYPSUM WALL BOARD RQD. REQUIRED F.B.C. 5TH EDITION (2014 CONSERVATION FENERGY ENCLOSED BUILDING INTERNAL PRESSURE COEF.; PROVINCIAL _ R & SH ROD & SHELF B.B.Q. BARBECUE H HIGH R.W.C. RAIN WATER CHANNEL BD. BOARD_ HB HOSE BIBB ASCE 7-10: MINIMUM DESIGN LOADS THIS DRAWING B.F.F. �BOTT. BELOW FINISHED FLOORHD. / HDR. `HEADER 5F / SQ. FT. SQUARE FEET BOTTOMmM� HGT. / HT. HEIGHT SGL SINGLE BR. BRICK HORIZ. HORIZONTAL SHT. SHEET BKFST. BREAKFAST BOR. BORDEAUX SH. SHELF BRO. REN. BROUGHAM RENAISSANCE INSUL INSULATIONSHWR. VIE. SHOWER CALC. CALCULATIONS INT. INTERIOR _ SL. SLIDER C.J. CONTROL JOINT I.L.O. IN LIEU OF SPECS SPECIFICATIONS CL CENTER LINE _ _.._. CARIBBEAN _._.___._........_.._..__._____._.. COASTAL S.P.F. SPRUCE PINE FIR CLG CMU CEILING CONCRETE MASONRY UNIT _ KS KNEE SPACE SPRG. PT. STD. SPRING POINT STANDARD C.O. CLEAN OUT L LONG_ _ ; STL. STEEL COL. COLUMN _� LAV iLAVATORY STOR. STORAGE COMP. CONC. COMPRESSOR CONCRETE LDRY LIN LAUNDRY LINEN T TOP CONT. CONTINUOUS LT LAUNDRY TUB T&G TONGUE -& GROOVE (mmTTEMP. TEMPERED DB. DBL. DR. & SH. DOOR BELL DOUBLEMAX DOUBLE ROD & SHELF M. B. ;MASTER BATH _ MAXIMUM M.C. (MEDICINE CABINET THK. T.O. T.O.B.B. THICK TOP OF TOP OF BOND BEAM DECO. DECORATIVE MFR. IMANUFACTURER TR. ;TREAD DET. DETAIL MIL. (MILLIMETER TRAN. TRANSOM DIA. DIAMETER MIN. MINIMUM TYP. TYPICAL DIM. DIMENSION MIRR. MIRROR UNDER COUNTER UNLESS NOTEDOTHERWISE DN DOWN MLDG. iMOLDING UC U.N.O. DR. DOOR M.P.H. (MILES PER HOUR 'METAL DS. DOWNSPOUT MT THRESHOLD D S.S. DENSE SELECT STRUCTURE ' V.B. VAPOR BARRIER DW DIS_HWASHER N.T.S. NOT TO SCALE VERT VERTICAL DWG. DRAWING V.T.R. _ VENT THROUGH ROOF O.A. `OVERALL _E EGRESS O.C. ON CENTER W WIDE E.E. EACH END EACH WAY O.H. OVERHEAD_ OPT. OPTIONAL) W/ WITH W.C. — WATER WATER CLOSET EL. ELEVATION OPNG. OPENING WD. WOOD ELEC. ELECTRICAL OSB ORIENTED STRAND BOARD WDW. WINDOW ENCL. ENG. ENCLOSURE ENGINEERED PED. PEDISTAL SINK POLY iPOLYVINYL W.I.C. WP GFI WALK-IN CLOSET WATERPROOF GFI EQUIP EQUIPMENT POUNDS PER SQUARE P.S.F.`FOOT W.W.M. WELDED WIRE MESH EXT. EXTERIOR P.S.I. POUNDS PER SQUARE INCH W.W.F. WELDED WIRE FABRIC FIN.FLR. FINISH FLOOR PSL PARELLEL STRAND LUMBER FL_ R. FLOOR P.R. POWDER ROOM FND. IFOUNDATION P.T. PRESSURE TREATED 1►ra 1 1 0 / on SQUARE FOOTAGE NOTES GRAPHICS LEGEND S. F. - - - PARTIAL SECTION - ( - . / --- INTERIOR ELEVATION DETAIL # DRAWING # DETAIL # DRAWING # DETAIL CALL -OUT DETAIL # DRAWING # BUILDING SECTION DETAIL # DRAWING # TOTAL CEILING HEIGHT CHANGE Ai.62 FOUNDATION PLAN A1.N FOUNDATION PLAN, NOTES, SCHEDULES, &DETAILS FLOOR PLAN _ .CENTER LINE FIRST FLOOR PLAN ® SPANISH TILE SECOND FLOOR PLAN FLOOR PLAN NOTES, SCHEDUL_ES, &___ DETAILS ELEVATION MARKER ® SHAKE SIDING EXTERIOR ELEVATIONS SLAB RECESS FRAME BEARING WALL INTERIOR WALL (NON-BEARING) A5.62 ........... . ... A5.1.62 ® ® ��- � SIDING BRICK STUCCO FINISH ® ® CMU MASONRY WALL GABLE END WALL BUILDING SECTIONS A7.62 iBUILDING SECTIONS--.___..__..________.__.__�..__._-_.____, _.. EARTH EARTH INSULATION VV ® FRAMED KNEEWALL DROPPED SOFFIT DIFFUSER LAYOUT DECORATIVE STONE PRE -CAST LINTEL/ HEADER __..-____.___. DESIGN CRITERIA TWO STORY: FIRST FLOG - FRAME SINGLE FAMILY RESIDENCE: E1.62 IFIRST FLOOR ELECTRICAL LAYOUT E2 32 (SECOND FLOOR ELECTRICAL LAYOUT GROUP R3 SECOND FLC OR - FRAME BUILDING TYPE: RISK CATEGORY:- STANDARD NOTES &DETAILS V - B W II DESIGN BASED ON FLORIDA BUILDING CODE WIND DESIGN BASED ON: : HOUSE ELEVATION ABBREVIATIONS ASCE 7-10 5TH EDITION (2014) F.B.C. 5TH EDITION (2014) RESIDENTIAL ULTIMATE DESIGN WIND SPEED= 130 MPH F.B.C. 5TH EDITION (2014) F.B.C. 5TH EDITION (2014) MECHANICAL PLUMBING NOMINAL DESIGN WIND SPEED = EXPOSURE: 101 MPH B F.B.C. 5TH EDITION (2014 CONSERVATION FENERGY ENCLOSED BUILDING INTERNAL PRESSURE COEF.; PROVINCIAL _ +.18/-.18 vrE F.B.C. 5TH EDITION (2014) FUEL GAS FOR WINDOWS/DOORS, SEE FLOOR: PLAN FOR ACTUAL PRESSURES: X nv. F.B.C. 5TH EDITION (2014'___ACCESSIBILITY CLASSIC NATIONAL ELECTRIC COD N.F.P.A. 1012014 2011 (NFPA 70) FEMA RULES & REGULATIONS MEDITERRANEAN ASCE 7-10: MINIMUM DESIGN LOADS THIS DRAWING ND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID SQUARE FOOTAGE NOTES AREA CALCULATIONS S. F. FIRST FLOOR SECOND FLOOR 2000 1135 TOTAL LIVING AREA 3135 SQ. FT. __.. COVERED ENTRY _ ...... ............... ..�_. 149 COVERED LANAI_ 11 GARAGE(s) 217 _ 934 __ 4435 SQ. FT. TOTAL cou P \jED PRAM W F— C� W O U U z U a Lu m U F— fs Z H Q O LIST OF DRAWINGS SHINGLE ELEVATION Cl COVER SHEET - Index of Drawings GN1 GENERAL NOTES FOUNDATION PLAN Ai.62 FOUNDATION PLAN A1.N FOUNDATION PLAN, NOTES, SCHEDULES, &DETAILS FLOOR PLAN _ A2 62 FIRST FLOOR PLAN A3.62 Al � SECOND FLOOR PLAN FLOOR PLAN NOTES, SCHEDUL_ES, &___ DETAILS EXTERIOR ELEVATIONS A5.62 ........... . ... A5.1.62 FRONT & SIDE ELEVATIONS _ REAR &SIDE ELEV_ATI_ON, &ROOF SLOPE PLAN A5.2.62 EXTERIOR ELEVATION DETAILS BUILDING SECTIONS A7.62 iBUILDING SECTIONS--.___..__..________.__.__�..__._-_.____, _.. DIFFUSER LAYOUT M1.62 FIRST FLOOR DIFFUSER LAYOUT __.� _.__ _ ___.....__.___.._ M2.62 SECOND FLOOR DIFUSSER LAYOUT __..-____.___. ELECTRICAL LAYOUT E1.62 IFIRST FLOOR ELECTRICAL LAYOUT E2 32 (SECOND FLOOR ELECTRICAL LAYOUT STA,*4DARD NOTES & DETAILS D3 STANDARD NOTES & DETAILS _...�........._ .._.._ _..__._._. _____ _... D7 STANDARD NOTES & DETAILS _D8 STANDARD NOTES &DETAILS HOUSE ELEVATION ABBREVIATIONS ABBR. FULL NAME ELEV. CODE ;,I . MANOR 03 WIL. WILLIAMSBURG07 PRO. PROVINCIAL _ 08 CHA VER, CHATEAU VERSAILLES 09 10 CLA. CLASSIC 18 MED. MEDITERRANEAN 19 __TRA COU. E TRADITIONAL COUNTRY MANOR 20 21.�� HER. _ HERITAGE 22 CMN CIMMARON 28 MSN. CFT. � _ MISSION_ CRAFTSMAN 30 31 ._..__ SCL. SPANISH COLONIAL 32 BOR. BORDEAUX 33 BRO. REN. BROUGHAM RENAISSANCE 39 40 VIE. VIENNA 41 TUS. TUSCAN 44 CLS. ITV. CALAIS ITALIAN VILLA 46 PBC. PALM BEACH _58 80 CRB. CST. CARIBBEAN _._.___._........_.._..__._____._.. COASTAL 81 _ 82 cou P \jED PRAM W F— C� W O U U z U a Lu m U F— fs Z H Q O O Z LL 0 o z z QoV) ��LLLJ LU oC a of �z0° 0 w J L�O a � o z OJ w Q >~ 0 o = z x F- W�o J w Z o w 0 w V Q z Q O LU U O Q O M = Q w oC 0 LU O J =0Q O 0 O LU U ce ca LU Q ce O O Z 0 w Q x oc U IL w Z m ~ Z Z ceUj (0 LU O >- w m Q > J O J OQ w = Ln O 0 oC ce N b LU 1� o�� a O z LU ca z��Z Q w U) CD LLJ J 2 w Q Z = � w 3 (AI w J w LU ce m Z 0 > 00 cnwaZ = U U O w m lx z LU I. - z = NJ Q LU Q U) LU En O oC Ln U) O p Z w LU V p Q =:) O = U N 0-4 LU z O w zLU zz� 0 O Ln Z U)O z w O Q Q 0 N ce H w Q Uj M-1 Z W 0 Z LU LL_ z Q Z U w 0 oC W Q w i Z=Z0 �z LU ca 0zLU U) (n F- QLU� LU m w «-. Z J ,U� Joos Q V F- 0 I STUB -OUT FOR - FUTURE SINK PROVIDE GAS LINE FOR FUTURE BARBEQUE AREA — 1-011 31-011 34'-4%" z B A7.62 I 1 11'-3%" 33'-4" 11.011 71-011 1 201-7/11 SLAB PLAN SCALE: 1/4" = 1'-0" Q 1 71-011 1 SHINGLE 23'-4" NOTE: STEM WALL FOUNDATION NOTE: FIELD TO VERIFY ALL GAS LINE LOCATIONS PRIOR TO POURING SLAB ADDITIONAL NOTES, SCHEDULES, & DETAILS CAN BE FOUND ON THE A1.N SHEET. W W Ln lO U U U LUQ W Qz J Q 40*1 M ko 70 THE BEST Of MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE 19'-311 r--- I -----J L- --------- I I 1 I I AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA 96"x48"x6" CONC. UNIT PAD o Sang-Yub Lee, PE GAS LINE TO TANKLESS WATER HEATER W o rn LU 00 LJ L I ;� Ln U CONC. SLAB 3"ABOVE GRADE M c > O JL_________________________J L 171 __----J L I a. _j I j I II J�I 1 LL U L Lee N 'p O e L C CO I I r---- 1r---- ----------� II ----------tl II J E o 't x a < _ iN i i I ii I ii I I i i o oo T' = i WATER i SOFTENER LOOP U_ Z ( LL ---- --------- JI I I ap 191-3V211'� o I 61.4411 ,--L 6'-41 11 1 u 131.811 1 LU ,. U-1 J II I i L.0 I I L�i, A V i O N ' 0 = _ 191_911 I 8'=-i ==�61=411 �i i 8'-64" 2'-6%; 33'-4411 rl LU ,� oC LU 0, 1 e E } �1 LU tUTj r-1 .--1 N 1 1 a till r-1 a z J - -------- - ---- - __ I---- 1 32 -4% y 77 6" PLUMBING i _ I 01 i i i i - i GAS LINE TO F11 rsERIAL ; I w., 1014.0 WALL TYP. L ---- J--� 6 PLUMBING �, I DRYER �o I �— I 1 U.N.O. I I WAIL TYP. I i i `t i .1 HB I 161-911 61-011 i i i m U.N.O. I rN----� I Of I I I , I I � w I I ILII ;; , U) 12 I I r----=____' III i I — - — - - -16 LL, - Ir- 00 _ I rl L--------1 ------± L-- C-- ---------------------------- _-- I I I I I I L1I J J I I I L-------------- N Cn O 1 - IL I JI M II I -I- � I L- j� 4'-0" i 10'-34" GAS LINE TO FIRPLACE I A1.N I '� 1 ii i y iI `•, In J r II 11� I I L J L.------- �7 C -----� I HB -i= 141-411 161-011 { 2'-0" - o0 SLOPE PAVERS C, 0'-0" I1;; 1 - 1/8" PER FT. FINISHED FLOOR 11'-0%411 9'-0" N 1 N NOTE: CD FIN. FLOOR TO BE 18" MIN. – I ABOVE CROWN OF ROAD - N N 1 I O A o - - - - - - - - - - - - - - - - I6 2 1I0II A.PAVERS ON O2 � - STEMWALL `0 PAVERS ON STEMWALL -_-- I ------- r - V r -------L_ r PROVIDE ELECTRICAL— CD I CHACE FOR ISLAND SLOPE o j I I I IL----- PAVERS @ 1 I --_- L_________ - � i i 1/8" PER FT. 00 °O ILL,JJn J 201-7V211-- -JI r 1 i i cT O Q' co I r I I 2'-1" 2'-5" 1 00 GAS LINE TO COOKTOP 1 --- -J-----L ----- L --------I ri r--------------------------- I I r- ELI -----------1-------------ELI r------------� r -J 1 11.011 71-011 1 201-7/11 SLAB PLAN SCALE: 1/4" = 1'-0" Q 1 71-011 1 SHINGLE 23'-4" NOTE: STEM WALL FOUNDATION NOTE: FIELD TO VERIFY ALL GAS LINE LOCATIONS PRIOR TO POURING SLAB ADDITIONAL NOTES, SCHEDULES, & DETAILS CAN BE FOUND ON THE A1.N SHEET. W W Ln lO U U U LUQ W Qz J Q 40*1 M ko 70 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. January 23, 2018 41 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 C) F- ;� Ln U w Ln Nt :3 ... N N � . c > O 0 i. N it M -ALUL a. _j 1 LL U L Lee N 'p O e L C CO ()0 f0In J E o 't x a < p N Un J r 1.0C) k U_ Z U_ LU ,. U-1 Uri Uj Q i L.0 Z L�i, A V i O � Z Q 0 = zUj { Q LU �I 1 f LU ,� oC LU 0, e E } �1 LU tUTj N 1 1 a r-1 a z y 77 rsERIAL ; I w., 1014.0 Q L O U to a� a 0 a Vi O z li �o p z z Qom 0LU 0� LU oc a- 0 O LU J LU oC o a p OJ w Q >F- O p O = z = F- a�z p O LU c3e o>O LU O Cn p wLU De LU Q Z a�o p U O Q LU ce LU d O Ln wZ Z =Qw cC p LU OJ F- Z Q O ne �F-O U- 0 d J U oC m,-, LU ne Q OO p 0 Ln Q ce ce U 1--4 w Z o0 ceZAQ W a nce Z LU ma> J O J J F- J a oLL-UjN Done peZo opt aOz =mo ZV)0Z < LLJ ca LU J W Q p p U) J w CO z0>� O owz"' W U) w w Q ce pa>0 wu - z (nI--q J Q LU U)a LU = Z w N O cC vi N c On w LU F-UOr-p Q p w w � z O w zaz� OOcn z �o p zLU�Q Qozne ��wQ LU w p Z ED U -z Q U 1-4w � Z LL ¢W�� z=zo 0E - P -4 LU Lncle LU pz=U) U)0E-� F-4 a'X: LU _Wmw JU JZLL. 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 _2 SECTION @ GAR. DOOR 1. N SCALE: 3/4" = l'-6" PLAN VIEW RECESS IN SLAB GARAGE DOOR SLAB RECESS SLAB LAYOUT NOTES: 1. SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS. 2. CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS 3. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE 4. PROVIDE 8"X 1 1/2" RECESS AT SLAB PERIMETER (TYP., U.N.O.) 5. ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE. INDICATES DOOR OPENING W.W.M. PLACED IN UPPER /3 OF SLAB OR FIBERMESH ,EINF. PER PLAN /8" (MIN.) SAWCUT x 1/4 OF LAB THICKNESS SEE OUNDATION PLAN FOR LOCATION LU MW SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, AS CONCRETE ALLOWS WITHOUT RAVELING ri SAW CUT DETAIL A1.N SCALE: 3/8" = 1'-0" z U Q w m U H Z g a O I— W z Q CD H 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. January 23, 2018 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W o M D0c)00 w U Z "' Q Ln N W� L7w iN� "µ F— Uj Q o s z au'w 0 C Uj Ln 00 Coo �n a! to O op VL.L. '=^. E N1 0 U N J %D O d kD 0 01 N°H. LU 3 F- s 3 LU w Uj Q oC LUI W U-1 j LLJQ z N J W Z+ of LU m Lrj I rj f LLj I �! LU J f— W 06 W J LU LU o z z z r� 0 Q Z LIJ LIJQ O ED LL ,: 1014.0 7 �' O zLL. o p z z Q O � 0LLJ��_,W a ne z co 0 w J O F- LU ce p Z Lu Q >F= -m 0 = O Lu Z2F=- W�o >oc N ow0 oZo z QO w Lu p U O Q �oeo :FIE z w � Q� �o W O J =a< O co00, o 0 J U m Lu Q ce UO Ln O C) O OL Q � c Z � w Ca ~zz �V)Q � LU a } Li m¢> J _J O J F�. J Q w= o'"N o� ce oce pt O z =mo p a Ln noon ¢W � n mmw� J wQop z = p w �Nw� o m -i Lu cUn Q�~ m �cewZ Zooms QLUZo U) Lu �o m ce p Q w O LU u Lu U) a0=z cwc vi U) O 0 Z w Lu aU = p w Lu � U) Lu Oz z � z O N �o p QZ W O oC F_ a w Q Lu p Z Lu w Z Q LU LL. Z U O Lu cl Lou Qw z=z0 z U) ujm �o=� ul) Qc� 0 w m w z J ,Vi JSo� Q U F— O 4'-0" 11.011 31.011 21.411 M Ln A A7.62 0 CD co N N STUB -OUT FOR FUTURE SINK PROVIDE GAS LINE FOR FUTURE BARBEQUE AREA 1'-0" 34'-4%" z 12'-3%" 81-7/11 i �UAS I AIaR= WATER HEATER B A7.62 83'-04" 11'-3%" 01 17 - %" 11_ MASTER BEDROOM 1 11 = W.I.C. ►� O I 10'-0" TO 10'-8" 5/ 10'-0" CLG. I i o I o 5/ ,-1 21.011 COFFERED CLG. U- I ® 61.011 21.511 '-11%11 6'-511 101_811 -1 m TyP• ( PROVIDE A 12"X12" O o � 15 i � DROPPED CEILING FOR I i #1U _ i PLUMBING / VENTING 10'_8" ` w r' — — — — — - — — I'==; 22"x54" PULL `'r' LINEN R & SH I \ / DOWN STAIRS L3PBE_ O I LINE OF 2ND SET /X\ i I , FLR. ABV. ''j� o HAND RAIL i r 36" ABV. TI PACfi LT _ NOSING LL�-- LAUNDRY 10"x10" M — 1 - .� M m - AIR ' HB -- ----- a O5 �r - - - OP� _ ,-+ HmkR I I - �� 10'-0" CLG. JUMPER 13 ' o M NICHE I I -- -- - PACK U'l STEPS — — ----- - STO. o0 r- I _ ---------- ,- " �_ n 1 n - cp LINEAR GAS 1 9 4 0 --- - o, 1 �I� - - - - - - -9 5/ 17 T °° I FIREPLACE - 0 , I -- � O - I 11 I I I _ ........ 5/II 4 -4 6 -7 j --31.61 31.940 51 211 51.2/11 L I 4'-0" 6'-711 6'-611 1 2'-11" ----- - MT Lu COVEREDLn 10 C? LANAI I 10'-0" CLG. I I I I I 71-011 81-011 42" HIGH - - -1-- © - - - - — — — — HB 141.411 OPEN RAILING U - -- PWDR01 OAK MAIN M 10'-0" CLG. _ GREAT ROOM STAIRS C O N 10'-0" CLG. FOYER 20'-4" OPEN TO ABOVE O 101_ol1 -- ----� 5V2° MT _ I A 161.211 81.011 , 31-9" 21.411 101.6 1-0 n- A7 62 DINING 10'-0" CLG. O OI 3'-4%" 33'-44" 32'-104" TWO CAR GARAGE 10'-0" CLG. FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" SHINGLE 30'-4 1/4" COMMUNITY DEVELOPMENT APPROVED 1- m 0 0 1'-0" rn 0 0 60 N WITIONAL NOTES, SCHEDULES, & DETAIL( ;AN BE FOUND ON THE A3.N SHEET. Lu F---1 Lu O U U U Q Lu m Qz J F— Q l0 O O M l� Lu I cn 2x4 WALL P 34 1/2" I HIGH ROU13H I I Ln I C? r�----------- ' -------, a �r FLAT SOFFIT. SEE r', L -=====J' ELEV. FOR DETAILS I D.W.1I iii i o O SPACE; 11'-0%" COVERED DBL. SI GOURMET W/ DIS K . I"' �L ENTRY KITCHEN � - J II 5 II STUDY 5 10'-0"ICLG. 10'-0" CLG. GAS COOK OP ^ 10'-0" CLG. I OVEN , 11_011 241.611 I 7'-�4° 71.011 01 42'- " 81.011 831_0411 B A7.62 FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" SHINGLE 30'-4 1/4" COMMUNITY DEVELOPMENT APPROVED 1- m 0 0 1'-0" rn 0 0 60 N WITIONAL NOTES, SCHEDULES, & DETAIL( ;AN BE FOUND ON THE A3.N SHEET. Lu F---1 Lu O U U U Q Lu m Qz J F— Q l0 O O M l� Z I.L. ►- O Z Z a0(n w LU LU � In 0 Z 0 J W J LL. w c O 0- o z j w Q > F- O O = z = F - Q � Z 3: O > _j LU 21f O w O Lu Z Q = O LU ce LU U O Q LU ce CV CL LUO w >- z = Z W F- oc o W OJ = Z Q O Q�Q O oC w 0 a J U Q� In LU 0 ceU�/O LL O Q ce ceW U i Z o0 .-. ZZ LnLU Q = a O >- w m Q > JoJ Q O Win = OO ce LU In V ao� O�� Boz =mo zU)0(D aw U) In LU W Q Z = o w wU) Ocn_j LU= Q � (Am C7OCwz Z O O LU M owZ� =LUwo F- z LU In cC z LU Z Z = 0 (n�J¢ LU 11) Q cn C)eEX.w N O Q� vi I oo?W LU rS F- U Q :D 0 _ U U)LLJ Z O w LLJ zzz� gz0z oz oQZw1� Q O (n H a w > h -L 2 w Z W LL. Q z U O �w _ cn°Cw aw cn U H �F-�Z w�cm D Z = U) In��_ Qbo� LU Wlnw /.-1 Z JZ J LL .�w OO Q U F- O OF LIN KAIL1N UT M I SHOWER 1 11 $ -0 of 20'-4" TO 211.011 o 0 30, BATH2' %" ' A I NICHE 9 -0 CLG. 12 I COFFERED CLG. I A -� - - - - - - - - - - - - - - _ �76 - - - - - -A7.62 Ln _—_----J \ � _ H 4 MECH W.I.C. OPEN TO BELOW io a _ �.�.. _. 9'-0" CLG. 9'-0" CLG. I � I 3'-0%° I 11 11 R & S 11 I 2 2'-7" 2 -9" 1'-5" e el =r 5%" i - I � 22"x34" ATTIC ACCESS 5%" 15'- " -3 2�%2�' 3 -4% 12'-9Y2'I I 12 BATH 3 Oo I ZD CLG. ?-I "'4" CURB 3,_0„ 51 / O - - - B BEDROOM 3 SHOWER 21_ 4" 21-81211 1'-4' BEDROOM 4 i = 0 ----NICHE 9'-0" CLG. 12 j 9'-0" CLG. ROOF �r . I I.C. 13 f - BELOW I I 9'-0" CLG. I sk ----- 131-3Y211 121.111 61.011 42'-8" SECOND FLOOR PLA SCALE: 1/4" = 1'-0" I B A7.62 SHINGLE COMMUNITY DEVELOPMENT APPROVED �W V Q Uj V 1 ko U U U LUQ m U F-1 F -- Z ko O 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. January 23, 2018 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj LUO 00 0 F- 4_5 0000 U < w <C /) :3N .4 (n N , ' 1 I„IJ Lif > � o „ y.,.. LU "D i LJL a X.. U _ N O I ya tJi L COLL -..9 C L ° EOE e< C � V N n ¢ kD o ID rn ? LL. I I 1 3 1 ' 3 Uj H �m r � oC Tei Z Q J I O I z Q J LU N m U f € 9 Uj I 1 z N �o � M 0 w gym. xRIAL MBE k 1014.0 i� 7 r O1 zw H O p Z Z a1-1 oU) En w Lu LU ce m DC Z J W J w O M p z OJ w Q LU > ~ co W ? n p O = zx� p 3: O o>o W w O cn p LU Q Z Q O LLI p U O Q LU ce d W ceO LULU x z Q F- oc p W O J Z Q x 1-4 O O LL. 0 d J U oC m w OO p O U) a2:22 V � W z °° ~zz �V)< LLI ceW aLL- z w ma> J0J Q O= = O (f) U.) O ce J O cei� ap Oce a O z _ O Uj z��Z Q LU U-) m c J � wQ p Z x p W W U) J W x Q � U >- ce CO z p > O x p Uj Z Z '^O L W v = U wO F— Z W r~+ ce W LL 0— Z LU Uj z z x p to-Ja W U) Q °Cox C3- z W O oc V) to t OLU Z w F—U�p Q p W W H Z O W U) z z � z Z �F-- CL O z w O Q Q O to ce H m w Q g w in z W ti Z Q z U O < LU z= z0 Z Uj Wce ca —o =V) F— < 6 ce oW CO W L� Z J ►Ur J Z J U- 1 O O w Q U F— O WINDOWTAG WINDOW SCHEDULE SHN (�EWINDOWCALL -OUT CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. TYPE R.O. SIZE REMARKS A SINGLE HUNG 3060 36 1/2" X 72 1/2" EGRESS / LOW - E / VINYL B SINGLE HUNG 3050 36 1/2" X 60 1/2" EGRESS / LOW - E / VINYL C SINGLE HUNG 2450 28 1/2" X 60 1/2" LOW - E / VINYL D FIXED GLASS 2020 24 1/2" X 24 1/2" LOW - E / VINYL / TEMP E SINGLE HUNG 2060 24 1/2" X 72 1/2" LOW - E / VINYL F FIXED GLASS 2030 24 1/2" X 36 1/2" LOW - E / VINYL G NOT USED 0 H FIXED GLASS 2040 24 1/2" X 48 1/2" LOW - E / VINYL I SINGLE HUNG 2030 24 1/2" X 36 1/2" LOW - E / VINYL ] FIXED GLASS 3016 36 1/2LL X 18 1/2" LOW - E / VINYL / TEMP RR'ui, UUj/ ca ■ O 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. January 23, 2018 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W O LU Qui co 0 4.JT U L'' ) ry ^O W cr > 00 Ll 00 Q M U .� � � fu ar —+< CU -0O 4J CE In < N J a p U <� -j to O t 0, a" r 0 LL- � I LU c, LU 3 f E Ice J cn LU i f NI LU w Wco 0; �1 Ui U . Uj � n p i,;.j `Y^ +ahu Y i jI S J 06 I� J 0 LU V) 0 z z z cn Q ce O J 1014.0 Q 0 co a Q 0 a m O z LL_ 00 Qz 0C/) zU)� off= a LLJ � W Z m O w LL- J LQ�O 0- �0 z wm F- 0 00= ¢PF- oz LU 0 o�z > w o w 0 c/3o z Q <co LU M w Z 0U)¢ 0 =�z �� 0 cn w}w F- ~moo WRQ 00 Q:E— LL. 0 w U w U:) Of OU O <a - C 0 w CO Q w LU ULL_m Z M Z Z W2l'}- LL1 LL_ M< J J 0 ¢ ooU) 0U)cn o W �o a- 0->_0 LU LU Z U) ov,OcD z=&) -z �mw� m J � Q D Z = 0 w �"'�w �=C) ¢n wm cD0:�LUz Z O 0 � C) wzo LU C/) `Z w 0 F=- z LLI - m�az w O U Z Z = 0 U)— W w ¢ Z M M U) 0 LU O w O C)Z w U LU F— Z O w 0 LU Z w ZOZLL J Z O Z a ,- U:) 0 z - Z w O Q UzQ �w> � w o Z U W 0 Z w �UUjIZW QLU _ F- UjFZO Z = — Z U0-,�U5-m LU wF- c QF-0� oZmC) �oOLL- ¢ U H- O ELEVATION NOTES PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR 1' DECORATIVE ELEMENTS. TYPICAL UNLESS NOTED OTHERWISE _ FOAM APPLICATIONS FINISHES SHALL BE ACCORDING 2' TO EACH ELEVATION_ "CORAL -LIGHT" OR EQUAL PRE -FINISHED FOAM APPLICATIONS SHALL BE INSTALLED AS PER 3' MANUFACTURER SPECS. U.N.O.-� __ PRE -CAST STONE APPLICATIONS, SHALL BE 'STONE 4. CAST' FROM FOAM FACTORY INC. OR EQUAL, AND INSTALLED AS PER MANUFACTURER SPECS. TRIM WORK FINISHES SHALL WRAP ALL OPENINGS 5. EXTENDING AT LEAST INTO THE UNDERSIDE OF THE OPENING METAL WORK IN INTERIOR AND EXTERIOR RAILINGS 6. AND APPLICATIONS TO BE FAUX WROUGHT IRON ALUMINUM THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, 7. ANY MISDESCRIPTION SHALL BE CLARIFIED BY THE ARCH ITE CT/ D E S I G N E THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING WITH THE SUB -CONTRACTOR / MANUFACTURER AND 8. THE ARCHITECT/DESIGNER IN WHICH ALL ARCHITECTURAL APPLICATIONS WILL BE COORDINATED AND APPROVED PRIOR TO INSTALLATION _ ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING 9' HEIGHT OF COACH LIGHTS WITH TOLL BROTHERS P.M. I� \1 T.O.PLATE I\ k_ FIN. FL. _ 0 M TOP OF ROOF / RIDGE BOARD AND BATTEN @18" O.C., TYP. - Im FLASHING CRICKET AS REQ. ROOFING PER CONTRACT (TYP) 0 0 h, FIN. -FL. 1 2 FRONT ELEVATION SCALE: 1/4" = 1'-0" ROOFING PER CONTRACT (TYP) SHINGLE I 2 .2. 9 11 1 "x6" BAND, TYP. FLASHING - _ LATE , 0 O V_ FIN. FL. In, 4" CORNER TRIM TYP. FLASHING T.O. PLATE 5 ---------5.2.62 ------- 2ND FIN. L. �--------------- I I -------------�� RIGHT ELEVATION SCALE: 1/4" = 1'-0" SHINGLE COMMUNITY DEVELOPMENT APPROVED _ FIN. FL. r 0 N ASPHALT SHINGLE ROOFING �W V 0-00 TW CJS O U U DZU Q Uj M U 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. January 31, 2018 �`. L ��H `. r E AR 967 ` 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 r 00 O a F_ L? ._. 00 Uj et kA cin.. N , W o ca3 U a) 0') ` do O L ��N't 0 U TL_J LU �i l7 _Z n ( ALL O c:) V V) U 0 a) in EOE E qt ter: J ¢ U N J(0 < O c0 ON i J 2E z Uj z , Cr) CDz 0CL 'Q Of Z LU U) If C) Z Q J Z LU w� 0 ¢ .. CIO k i LLI i i i Z 'Z 0 f - JN W Q C) Lr) Q � Z u SIO SIAL NU VIB � 1014.0 Z O M Z Q OC/) Z C/) W O LU = = a W C Z m O W J LL_ J W O a p I LU LU a z m w O LU x LU p�z O -p- 0 0w - w 0 � (/) p Z QLU in O W Z U UO Q Z a O LU >_ xaME F-wo W � J �— z �C:)0 LL. 0 W O a m Uwcn w O a cl O w Q M 0:� 0:� W c)M ca —zp Z =wLL_ F- a- 0 0 M< J J0a opW LL. w O U) orf 0 MLU 0 Of p a>_o wpMpU ALU= oU)00 zx�z >-mw� DO J M WLU Q p �cnwW �=C)I— cn ¢a of c�Wjz z O O iE: LU Z O C1 �EW C/)C/) W C �zW- of C) O Wv zzxp �- J Q w W Q Z apc=0 _C/) cf)cn Q(Dz Wwzw O C) — M U W Z 0 W O — W x ry Z O Z U) Z O CL w 0 zwoa coWzQ MW> LLI L.Lj wLL. zLL. M LU 0 Z �canw <= P= x P=UjF—z0 zx—z Ui LU w�wm C) U) aC:)0� wWmw M Z U JZJI.t_ �oOLL- U I— 0 C& C) N w 0 N r�v ROOFING PER., CONTRACT (TY hFIN. FL. T.O. P LATE REAR ELEVATION SCALE: 1/4" = 1'-0" ROOFING PER, CONTRACT (TY 1 111111" SHINGLE 5 6 .2.62 5.2.62 LEFT ELE ATION SCALE: 1/4" = V-0" SHINGLE 00 I 00 i p ROOF SLOPE PLAN SCALE: 1/8" = V-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 SHINGLE ROOF VENT CALCULATION ATTIC AREA (TOTAL UNDER ROOF) 2717 DIVIDE BY CODE REQUIREMENT _................. 300 MIN. NET FREE VENTILATING �Y 9' AREA REQUIRED s 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 T-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. FL. COMMUNITY DEVELOPMENT APPROVED ASPHALT SHINGLE ROOFING I TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. January 31, 2018 �Y � t'e s ay M Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 o rn 00 a m LO ao 1 UU `� (n N >, c0 N e 00 �. �M� O l.1 ® < Ljj iJ' v' (Z Q <C a� 0 00 41 2 �../ t.L.o N L E0OD J U N d C° O p N CL r LL i I 77 1 i 9( i I L a �jJ Q w Z � Z Uj Z c=i) CL I fV W i i J � N i � Z fl 0' m0 v� I I Z IW CL `0 I cn Li - ON I� !Z IQ CN 0 Q w W ■ LO CL W < cri C/) UJI<b w` s'1AL NUMBER1014.0 Q 0 U a co .Q 0 Fi m �O1 z� � O z QOm Z Cn 0:� O _ LU �m0 m M O LU W F- 0 I LU Q Z m LU LU (D W a�Z C) LU cr- J > Z o w o LU O cn p 90 Z Q � O LUWz U C Q CL Z LU CL o w >- ;Z =<� ~wo W OW J � Z Q 0 O u- 0 LU O � m U cn ��w Q�w �w M _zo Z UoQ w w >= = w U- F- d iv- M< , J O J H Q O c:) U) U_ U) c/)O Of O ao0 LU >- �oU) LU MU)00 Z=&) -z >- mL U M J w Q o 0 �cnww � QUF=- LU Z O O U U) Z O LLJ o�-wcn www0 �zwi= O Q U W ZZ=� c o- IIIwQz a -wo �U)U)U3 w 0 w O M Z LU LU U � F - Z O W O W = W U) LL. Z O Z Cn Z O Z a cn O Z — Z w O Q mrZQ zmLU� Lu LU wwz� z wLU O Qdcmn�w �w�LL Q�CU� C6 Z O ;M M: www°° oz= Q0� Ww m w MM I U O O w Q U F- O ROOF PER CONT 1X4 F 2X6 2X6 W/ 3" ROUND VENT @ 24" O.C. STRUCTURAL 1X6 BAS FOOTING (PER STRUCTURAL) . . FRONT COLUMN DETAIL 5.2.62 SCALE 1/2"=1'-0" ROOF PER CONTRACT METAL DR4-R 2X4 SUBFASCIA 2X4 OUTLOOKER 2X4 LEDGER 1X6 FASCIA--� J, VENTED SOFF TRUSS LAYOUT BY ENGINEER 1 X4 TRI SIDING PE ELEVATION OVERHA "WALL PER PLAN 4 GABLE END DETAIL 5.2.62 SCALE 1 "=1'-0" SIZED TOMATCH HALF WINDOW WIDTH 2 SHUTTER DETAIL �1.2.62 SCALE 1/2 "=1'-0" 5 .2. 5/4X SLOP 0 5/4 X SILL 3'-0" "-1"X 6' APRON CC 1X6 TSIDIN( LEV 0 II 1x6 CEMENTITIOU TRIM 04 CORBEL SHOWN FOR - REFERENCE ONLY. REFER TO ELEVATIONS 1'-4" 4" TRIM @ CORNEI (TYP.) 3 OUTLOOKER & BAND DETAIL 5.2.62 SCALE 1 "=1'-0" O C,vt IN EFFECT AS OF DATE OF CERTIFICATION BELOW. 41-5„ M ETAI. _ U 0 P .� A. ��. Q z G. 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REFER TO ELEVATIONS 1'-4" 4" TRIM @ CORNEI (TYP.) 3 OUTLOOKER & BAND DETAIL 5.2.62 SCALE 1 "=1'-0" O PLAN VIEW 1Hl I ..................... ........................... --- r..... _........ ............... 5%" L0 :4" TRIM (4" WOOD ST ^^ROGA15X7S 611 L M 3�1 BRACKET DETAIL �5j.2.662SCALE 1 "=1'-0" O 7 1 SERVICE CENTER DETAIL 5.2.6 SCALE 1/2 "=1'-0" r7""�SERVICE CENTER DETAIL 5.2.62 SCALE 1/2 "=1'-0" y pEVELopMEN� CO�M�Nli ED P9gov P� z.� M C� TO THr ?EST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAW1\6 COMPLIES WITH THE APPLICABLE MINIMUM BUILDING C,vt IN EFFECT AS OF DATE OF CERTIFICATION BELOW. 41-5„ 5'-0" P PLAN VIEW 1Hl I ..................... ........................... --- r..... _........ ............... 5%" L0 :4" TRIM (4" WOOD ST ^^ROGA15X7S 611 L M 3�1 BRACKET DETAIL �5j.2.662SCALE 1 "=1'-0" O 7 1 SERVICE CENTER DETAIL 5.2.6 SCALE 1/2 "=1'-0" r7""�SERVICE CENTER DETAIL 5.2.62 SCALE 1/2 "=1'-0" y pEVELopMEN� CO�M�Nli ED P9gov P� z.� M C� TO THr ?EST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAW1\6 COMPLIES WITH THE APPLICABLE MINIMUM BUILDING C,vt IN EFFECT AS OF DATE OF CERTIFICATION BELOW. January 31, 2018 P .� A. ��. Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 o rn L3 00 0 Q °>T C� 0 �M"t tt < � L J ate` ck--j LW TIS ��o 0 L M L 9 E0°° rrj < U N j cfl o Q0 d N `O r U, O E L LiJ I F U -j coI cn I . Q < I..L 1 F— Q c, - W J Z Z CL x,. L.E.: U) o Z ui I I ;Q Lu LU J �€ ti I) 0 ml 0j I LU CD Uj Uj l E t u) f' J �W N 0 �Z 0 IF- N ,> W ■ r J U �W I .o Q { I x ' W ;L �I�tS�l 1014.0 a. 0 U ca a .Q 0 a m O, I— U Z LL_ C) O Z Q `0 vJZ U) W O _ LU Uj = a CKZm O W LL J LLU a 0 I LU Q z m LLJ LU O M —3 W x Q F__ F— o�z LU 0 LU z 0 w 0 Wo O o Z LU Q = O WLUcl Z U LU O Q Z LU a O W } W x Q � ~ n W 0 Q 0 F— LL 0 LU woz Q U d o�� 0 LU Qw �w Z: z Q w a >= x W LL m Q J CoQ ooU) LL. LU C:) � 10 a0 Of o� WmU �oCQ W z vi ov,00 zx�z >- m W M J � M I C) �U)LJ W 0QUF_ a!/3 a�/�m 0 LL W Z Z O 0 3: WU Z o�wcn cnWOO �Zw- LL 0 ED Q ^^ `` w F— VJ Q C, Z Z = U3- UjwQz a n Z� O �L1J0W O CDZ IM E! LLJ U u:) Lij z OW O LLJ U.)zLLZ z O Z U) Z O Z a1 --w0 Z LU O Q U Z Q zQ_LU> U,oz C7 U W LL z W 0 �cwnw � LU a�� v; z O Zx—z &5 w m - z = U) O x Q U w LU � Z m U JZJLL_ 1 OO LL- Q U F- 0 SEE SHEET A3.N FOR— INSULATION SCHEDULE �P )VERED LANAI SEE SHEET A3.N FOR— INSULATION SCHEDULE \' PRE-ENGENERED TRUSSES DESIGNED BY TRUSS MANUFACTURER BATH 2 11 LOFT PRE-ENGENERED FLOOR TRUSSES DESIGNED BY TRUSS MANUFACTURER GREAT ROOM M .......... .......... E . . B BUILDING SECTION A7.62 SCALE: 1/4" = 1'-0" . . ................................................ RADIANT BARRIER FOYER " A BUILDING SECTION A7.62 SCALE: 1/4" = 1'-0" PRE-ENGENERED FLOOR TRUSSES DESIGNED BY TRUSS MANUFACTURER- _7 ANUFACTURER- PRE-ENGINEERED TRUSSES DESIGNED BY TRUSS MANUFACTURER ............................ i... COVERED ENTRY z - - ... ........ ......................................................... ........ ...... .... ............... _._....... ..IU k RADIANT BARRIER CABINETRY & APPLIANCES ARE FOR REFERENCE ONLY SHINGLE FLOOR ,OR FLR. SHINGLE (NOMINAL) TYPICAL '18 RISERS @ 7 5/8 16 TREADS = 10" W/ 1" NOSING 1 LANDING *ACTUAL STAIR RISERS TO BE VERIFIED BY CONTRACTOR IN THE FIELD STAIR SECTION E: 1/4" = 1'-0" SHINGLE STAIR RAILING AND GUARD RAILING NOTE STAIR RAILING, STAIR GUARD RAILING, BALCONY RAILING, AND BALCONY GUARD RAILING, SHALL BE CONSTRUCTED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT ALONG THE RAIL IN ANY DIRECTION. IT MUST ALSO WITHSTAND A UNIFORM LOAD, NOT CONCURRENTLY WITH THE CONCENTRATED LOAD, OF 50 POUNDS PER LINEAR FOOT APPLIED ALONG THE RAIL IN ANY DIRECTION. INTERMEDIATE STAIR RAILS AND POSTS (IN -FILL) SHALL WITHSTAND A HORIZONTAL LOAD OF 200 POUNDS APPLIED AGAINST ANY ONE SQUARE FOOT AREA, NOT CONCURRENTLY WITH OTHER LOADS INTERMEDIATE BALCONY RAILS AND POSTS (IN -FILL) SHALL WITHSTAND A HORIZONTAL LOAD OF 50 POUNDS APPLIED AGAINST ANY ONE SQUARE FOOT AREA, NOT CONCURRENTLY WITH OTHER LOADS. 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. • L0 _ 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. January 31, 2018 i co 4" ; s , M y d 'ie 67 pp Ovan G. 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JOOLL- QVE--o 11 COVERED LANAI GREAT ROOM DINING ASTER BATH 19710, 11 L--------------- ---� GOURMET KITCHEN FIRST FLOOR DIFFUSER SCALE: 1/4" = 11-0" ►�� W.I.C. LAUNDRY TWO STORY FOYER YO UT MAI STU DY 10" X 10" AIR JUMPER SHINGLE COVERED ENTRY TWO CAR GARAGE 0 DIFFUSER LEGEND ® = SUPPLY 1 RETURN ® EXHAUST FAN FOR REFERENCE ONLY (W V Q LL w V) U U U Q W m H z Q 0 1l0 THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS .-'MWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CEIMFICAnON BELOW. January 23, 2018 If Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 w o rn L U -j V-1 00 f V ONN W L oL, > 00 p iNd. E �.... 0 _ T LU — l� i J ✓, f0 LL 0 V .E'= a U o a a�-vo I.....1 0 00 CL .V U-) •mm < J C L I 00 0 J< U J o ® N FCL is3 ( 1 1 1 J Uj LU1 LLJ F Uj 3 z �Q i N W J J Q N Z !. o m _. NLU O • �W U) LL - Ns. .. LULIL- Lk 1014.0 7i �' O Z LL. 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LOFT i II II II 11 r------------ ------ -------- ---- — ------ LOFT ---- OPEN TO FOYER BELOW �j BATH 3 E SECOND FLOOR DIFFUSE LAYOUT SCALE: 1/4" = 1'-0" - ---------------- 1 ------------ L - SHINGLE I I I I I I DIFFUSER LEGEND ® SUPPLY I RETURN ® ` EXHAUST FAN FOR REFERENCE ONLY rw V H ioc w V W U U U Q w m z Q TO T11t :ih7 OF MY KNOWLEDGE, THE DESIGN DEVICE® ON THIS DRAWAk- COMPLIES WITH THE APPLICABLE MINIMUM BUILDING C.LY IN EFFECT AS OF DATE OF CERTIFICATION BELOW. January 23, 2018 /I 41 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 -j T-4 00 `� Ln N V W ro >t. coo O s z. �.... AJ1 C?LU QMH 4 < LLJ LL V Y _j i T ..L Z Z d .� U � 4 N 'p � 2 0 a) ` ) = ¢ 0�d �Po- J U N J J kp O < tp {J N N Imo; LU LU !Q _LL, o CL Q z zUj 0 z Q N LU LU J N ? 0. �l LU LI �:. I_ €a OO W N (LL. 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DUPLEX RECEPTACLE ® 240V RECEPTACLE x.448 ® SWITCHED RECEPTACLE D DUPLEX RECEPTACLE (220 VOLT) [� SINGLE FLOOR RECEPTACLE j DUPLEX FLOOR RECEPTACLE �o j' SWITCHED FLOOR RECEPTACLE GFI QUADRAPLEX FLOOR RECEPTACLE GROUND FAULT INTERRUPTER W P WEATHERPROOF GROUND EP ELECTRIC PANEL VP VAPOR PROOF ® RECESS INCAND. (EYEBALL) FIXTURE _ SINGLE FLOOD - WALL MOUNTED ® DOUBLE FLOOD - WALL MOUNTED -..........................-.._.__---____..___..__ SINGLE FLOOD - SOFFIT MOUNTED DOUBLE FLOOD - SOFFIT MOUNTED ........-_ HANGING / PENDANT - CEILING HUNG INCANDESCENT FIXTURE - CEILING Mnl INTFn INCANDESCENT FIXTURE - WALL MOUNTED ®___ RECESSED HIGH HAT sD 2 FT UNDER CABINET FLUOR. FIXTURE 36 3 FT UNDER CABINET FLUOR. FIXTURE x.448 ® 4 FT UNDER CABINET FLUOR. FIXTURE STRIP LIGHT D 12X24 FLUOR. FIXTURE _ 17-1 D 12X36 FLUOR. FIXTURE 12X48 FLUOR. FIXTURE -0-JUNCTION 24X48 FLUOR. FIXTURE EXHAUST FAN �o j' EXHAUST FAN W/ LIGHT ELECTRIC CO. METER G.M. GAS CO. METER ®SD/CO SMOKE DETECTOR/CARBON MONOXIDE IIFTPrTnO sD SMOKE DETECTOR $ SINGLE POLE SWITCH $, 3 WAY SWITCH $4 ;4 WAY SWITCH ._.._ ..�.. DIMMER SWITCH 4 Ia PUSHBUTTON ___.__. DISCONNECT SWITCH -0-JUNCTION BOX .TV JACK v PHONE JACK - PREWIRE ONLY QT THERMOSTAT O PHOTOCELL - SOFFIT MOUNT Q PHOTOCELL - WALL MOUNT C� ELECTRICAL PANEL sP SPEAKER WIRE FROM TOP OF WALL 4 KEYPAD ® CHIMES STRUCTURED PANEL (A.K.A. SMART BOX, EH =3 COMMUNICATIONS BOX, MEDIA BOX, HOME DIRECTORY) INT. INTERCOM FOR REFERENCE ONLY N wp GFI GFI ,WP GREAT ROOM _ \ UND R COUNTER ' ---- - 1 FOR DW. GAS DRYER DRYER LAUNDRY ; _;SPACE r --- )I IWAS`HER --GFI WP �j;GFI � 1 'A " i 1 (i I rTl Ei LFII E. .................. . SURFACE MOUNTED ---- ) 34" EMPTY CONDUIT TO 2 GANG "J" BOX W/ ELECTRICAL PANEL BLANK PLATE IN GARAGE ATTIC ACCESS W/ LIGHT AND SWITCH TWO CAR GARAGE -� VI L WP STU DY \ / J � i �. rn\/F R Ffl FOR HOOD VENT FIRST FLOOR E LE SCALE: 1/4" = 1'-0" RI CA L LAYOUT SHINGLE W H LU U U _ U Q W m H z Q Ti, H 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. January 23, 2018 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W o rn o 00 o � T W . > 0 Uj M _ ,,j Q Y J C , U °; � a CU , win 00 c0 N LRL E N J ¢ V ..J —'ko Q 0 N- m.� I Y� LLJ LU Lij ul Uj Q LLJ W w i CL Q _ z cn z Q { LU J I 0 �. 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METER ® SD/CO SMOKE DETECTOR/CARBON MONOXIDE DETECTOR sD SMOKE DETECTOR $ SINGLE POLE SWITCH $, 3 WAY SWITCH $, 4 WAY SWITCH DIMMER SWITCH 4 PUSHBUTTON o DISCONNECT SWITCH JUNCTION BOX m_ .._. _... © TV JACK V PHONE JACK - PREWIRE ONLY 0 THERMOSTAT ................... ........_ _� —.___ __ ._ _._ _ O PHOTOCELL - SOFFIT MOUNT _Q PHOTOCELL - WALL MOUNT c;; -gm ELECTRICAL PANEL sP SPEAKER WIRE FROM TOP OF WALL KEYPAD ® CHIMES STRUCTURED PANEL (A.K.A. SMART BOX, F===D COMMUNICATIONS BOX, MEDIA BOX, HOME DIRECTORY) uvr. INTERCOM FOR REFERENCE ONLY WEI 14 M LOFT F ®SD/CO ,f t, III OPT SD I —4- ECH= / I E ._ �f BEDROOM 3 / /41 OPT. ,�" x t' TO 1ST FLR. SWITCH TO '1ST FLR. OPEN TQ SWITCH FOYER; BELOW SECOND FLOOR ELECTRICAL LAYOUT SCALE: 1/4" = 1'-0" C SHINGLE ------------ I W f --F W U U U Q W m H z Q 0 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. January 23, 2018 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W U-100 M L.0 00 00 F- d 4_5 00 U Z U) N W 0 W L N lO` I— o M, _, LLJ U_ -17 — l7 u U °� �, �c a� a 0 2 LU ....3 C L I 't E J U N 0 N I 3 i 7 1, & +4 S{ E 'C")i L > Ujulj QUj 1 ... �Q J Oa i �� z Le Q zUj Q E J LU 0 LU m E vi I :! i es, Ln i z i I O J U H WLU N J 0 L U LU LU sy cn 1014.0