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1708 ATLANTIC BEACH DR - PERMIT RES18-0104 DWGS 2DESIGN SPECIFICATIONS USP CONNECTORS DESIGN CODE: T LOAD TRIBUTARY AREA (sf) INTERIOR 2017 FLORIDA BUILDING COr,: - RESIDENTIAL 'a' = 4'-6" DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. DESIGN LOADS: ACTUAL AND UNIFORM 100 +21.8 -23.9 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 OR DEAD 1450 10 sf COMPONENTS & CLADDING ALLOWABLE DESIGN PRESSURES TRIBUTARY AREA (sf) INTERIOR EDGE STRIP (PSF): ZONE (PSF) 'a' = 4'-6" 10 +25.6 -27.7 +25.6 -34.2 50 +22.9 -25.0 +22.9 -28.8 100 +21.8 -23.9 +21.8 -26.6 GARAGE DOOR PRESSURES PSF 1 CAR UPLIFT SPF GARAGE +22.9 DOOR 450 (8'x7') _28 8 2 CAR USP RT7 GARAGE +21.8 DOOR -23-9 (16'x7') 775 C�iNNECTOR SYP UPLIFT SPF FASTENERS USP MSTA36 2065 2065 (13)10d EA. EN USP A35 450 450 (9)1 Odxl'/2" RAISED HEADER USP RT7 585 495 (5)8d EA. END WIND LOADING: ASCE 7-10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED BY 0.75 WHEN COMBINED w/ DEAD LOAD. BASIC WIND SPEED (ASCE 7-10) - - - - - - - - - - 130 MPH IMPORTANCE FACTOR --------------- 1.00 MEAN ROOF HEIGHT ---------------- 25.0 FT ROOF PITCH - - - - - - - - - - - - - - - - - - - 7/12 BUILDING CATEGORY - - - - - - - - - - - - - - - - II EXPOSURE CATEGORY - - - - - - - - - - - - - - - C� ENCLOSURE CLASSIFICATION - - - - - - - - - - - -ENCLOSED INTERNAL PRESSURE COEFFICIENT - - - - - - - - - - f .18 USP RT8A 775 650 (5)10dx1'/2" EA. END USP MTW12 1195 860 (7)10dx1'/2" EA. END USP HTW20 1450 1245 (12)1Odx1'/2" EA. END A35 450 450 12-8dx1'/2" FL# CODE OP 20 sf TILE SHINGLES P p ( ) BOTTOM CHORD LIVE LOAD 10 psf 0 psf BOTTOM CHORD DEAD LOAD 5 psf 5 psf DEFLECTION CRITERIA: ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 0.75" MAX ANY CASE THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION SHALL BE PERMITTED 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. 4-94 4-24- r-- --� o a ;o a * DENOTES EDGE STRIP. r'- SEE C & C CHART I ABOVE FOR 'a' DIMENSION - _/c_ �-�- - J I a'I I 0 1 i --� [NOT ACTUAL PLAN]I` uJr MJIHL9 04U 4J o ta)lva E.A. trvu LENGTH USP MSTA36 2065 2065 (13)10d EA. EN I USP LTS20B 1105 1105 '/2"0 ROD TO TG. USP JUS28 1305 1305 (6)10d TO HEADER RAISED HEADER USP HTT16 4290 4290 5/8"0 ROD TO FTG. o USP HTT22 5370 5370 5/,"0 ROD TO FTG. (3)2x6 SYP #2 WIND LOADING: ASCE 7-10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED BY 0.75 WHEN COMBINED w/ DEAD LOAD. BASIC WIND SPEED (ASCE 7-10) - - - - - - - - - - 130 MPH IMPORTANCE FACTOR --------------- 1.00 MEAN ROOF HEIGHT ---------------- 25.0 FT ROOF PITCH - - - - - - - - - - - - - - - - - - - 7/12 BUILDING CATEGORY - - - - - - - - - - - - - - - - II EXPOSURE CATEGORY - - - - - - - - - - - - - - - C� ENCLOSURE CLASSIFICATION - - - - - - - - - - - -ENCLOSED INTERNAL PRESSURE COEFFICIENT - - - - - - - - - - f .18 USP PAU44 2535 5 /B"0 ROD w/ 12)16d USP PAU66 2535 5/8"0 ROD w/ 12)16d USP MSTAM24 1545 1455 (5)'/4"x2-'/4 1APCONS ARCHED TRANSOM OPTION SEE RIGHT. WINDOW SILL SEE SCHEDULE FOR SILL SIZE AND CONNECTION EACH END. SIMPSON CONNECTORS ;I CONNECTOR UPLIFT FASTENERS I FL# CODE SYP SPF A35 450 450 12-8dx1'/2" 10446.4 H2.5T 600 520 5-8d EA. END III 11478.3 HTS16 1150 1085 16-10d EA. END FOR STUD SIZE 10456.6 MTS12 1000 860 7-10dx1, /2" EA. END 10456.3 HTS20 1450 1245 24-10dx1'/2" EA. END 13872.3 MATERIAL SPECIFICATIONS MSTA24 1765 1270 9-10d EA. END TOP 13872.4 MSTA36 2050 1870 13-10d EA. END TOP 13872.8 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. 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 '/4" LARGER THAN REBAR SIX AND /e" LARGER THAN THREADED ROD SIZE. (U.0.N.) ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): EPDXY: ITW RED HEAD A7 REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi HTT4 3480 3080 18-16d TO TRUSS/BEAM DETAILS. 11496.2 1-5/8"0 ROD TO TG. SCOPE OF SERVICE HTT5 5250 4670 32-16d TO TRUSS/BEAM --- -�-� 11496.2 1-5/1,"0 ROD TO FTG. w/8d COMMON @ 3" MEANS AND METHODS:6-10d THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. LUS28 930 780 TO HEADER �, 10655.113 4-10d TO JOIST (3)ROWS OF 5"(3)ROWS OF 63/4' HU410 905 785 14-16d TO HEADER I I 10531.36 6-16d TO JOIST ABU44 2200 ENGINEERED WOOD 5/B"0 ROD EPDXIED 6" MIN 10849.6 ABU66 2300 1 S0.0 5/s"0 ROD EPDXIED 6" MIN 10849.6 SET N/A N/A SIMPSON EPDXY-11E AS SHOWN 11506.4 LTT208 1675 1675 10-16d TO STUD/BEAM/POST 11496.3 1-'/2"O ROD TO FTG. LSTA12 805 695 10-1Od 1. TYP. CONNECTION AT STUD COLUMNS, 13872.5 CS16 1705 1705 13-8d 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY 10852.1 GENERAL NOTES Ft CONSTRUCTION SPECIFICATIONS IN ADDITION TO (2) PLYS 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: SHINGL - MIN. 7/,B", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS @ 6" O.C. EDvE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). TILE MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). METAL - MIN. 1/2", 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OFR OF EDGE). WALL SHEATHING SPECIFICATIONS: FLEXIBLE FINISH -MIN. 7/6" 14/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d @ 4" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. STUCCO FINISH. -MIN. 7/,6", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d @ 4" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TC UPPER TOP PLATE. MASONRY SPECIFICATIONS: MASONRY HAS BEEN DESIGNLD IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI530.1-05. 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" SLUMP. 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, V,'!TH 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 tV iEN THE WALL HEIGHT EXCEEDS 5-0". MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRE TL MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STA,K BOND SHALL NOT BE USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINL ORCING, 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 BEI CREASED 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: HA IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING DESIGN MAXIMU FOOTINGS AND FOUNDATIONS SHALL BE 0 G ( M) OF 2000 PSE. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 957. MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES CONDUITS ELECTRICAL EMBEDS STEP HEIGHTS ET ARCHITECTURAL FOUNDATION PLAN ONLY CON ETC., SEE ARCHI C URAL 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 LDCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 @48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS CONCRETE SLABS ON GRADE: SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR 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 CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE -TREATED. IF, ACQ OR NON -DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED ASTENERS 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 THE MANUFACTURER'S REQUIREMENTS. CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. WATERPROOFING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AND ABBRI VIATIONS MEMBERS CONNECTION FASTENER INTERIOR LOAD BEARING WALL TYPE LINTEL DIMENSION MIN. BRG. MAX. SPAN ® ® BUILT-UP POST IN THE WALL TOP PLATE TO TOP PLATE FACE NAIL 2 -GUN NAILS @ 12" STAG. L3'/2 x3'/2 x'/4 4" 6'-0" GABLE X -BRACE, SEE DETAIL 10/S0.1 TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3 -GUN NAILS L4x31/2%1/4 6" 81-01, (2)2x8-1/2 SIZE, JACK AND DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3 -GUN NAILS (2)2x8-1/2 H DDENA NE DESIGNTES SIDE OF KING STUD QUANTITY. RIM JOIST TO TOP PLATE TOE NAIL L5x3 /2 "x /4 6" 10'-0" ' __ ___ .____. WALL THE SHEARWALL SHEATHING (8d @ 6") GUN NAIL @ 6 TO BE APPLIED. 8d ®3/6 L6x3'/2 "x'/4 6" 12'-0" SW 3"/6" CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5 -GUN NAILS „ DESIGNATES 8d COMMONS 0 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 FIELD" 1. STEEL LINTELS TO BE MINIMAL 36" CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8 -GUN NAILS LINTEL MUST HAVE CORROSION BRICK JOIST TRUSS TO PLATE TOE NAIL (2-16d) 3 -GUN NAILS RESISTANT COATING OF EPDXY BASED =_= VENEER ADJ - ADJACENT LG -Long / PAINT. II 1 BM - BEAM MANUF - Man facture RAFTER TO PLATE TOE NAIL (3-8d) 3 -GUN NAILS Imo- WEATHER BOT - BOTTOM MONO - Monolithic 2. LINTEL MORE THAN 8'-0". SHOULD I==.e� BARRIER BRC - BEARING OC - On Cent r JACK RAFTER TO HIP TOE NAIL (3-10d) 4 -GUN NAILS BE LATERALLY SUPPORTED NOT TO II I CMU - CONCRETE MASONRY UNIT OSB - Oriente Strand Board I DBL - DOUBLE PERP - Perpe dicular ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3 -GUN NAILS EXCEED 6 FT. O.C. w/ 2-/4x3" WD. I i== i DIA - DIAMETER PRE ENG - Pr 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 ATTACHMENT - VERTICAL SLOTTED HOLE FOR SCREW. i 1 EE - EACH END PSI - Pounds per Square Inch t===� CONT. HEADER TO STUD TOE NAIL (3-16d) 4 -GUN NAILS II SEE NOTE 2I EOR -ENGINEER OF RECORD PT - PRESSURE TREATED STUD TO SOLE PLATE TOE NAIL (3-16d) 4 -GUN NAILS 3. BRICK VENEER ATTACHMENT: J EQ - EQUAL QT - Quick Ti HORIZONTAL TIES @ 24" O.C., VERT. EXT - EXTERIOR REINF - Reinforce SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d @ 16") GUN NAIL @ 8" TIES @ 12" O.C.. (FOR 130mph HEADER, FLASHING FBC - FLORIDA BUILDING CODE SF - Square 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. PROVIDE 3/,6"0 WEEP SEE SCHEDULE FTG - FOOTING THRU - Through 2"x0.113"O = 6d 2/2"x0.131"0 = 8d HDR -HEADER TYP - Typical HOLES @ 33" O.C. IMMEDIATELY ABOVE SECTION VIEW HORIZ - HORIZONTAL LION - Unless Otherwise Noted 3"x0.148"0 = 10d 3/2"x0.162'0 = 16d FLASHING. OF BRICK LINTEL V/2 "x0.148" 0 = 10dx1'/z " 1'/2 "x0.131" 0 = 8dx1'/ " LBS - POUNDS VERT - V lclec z WWF - 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 FLOOR BEARING ELEVATION, U.O.N. ON PLAN. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/10d MASONRY CUT NAILS @ 48" O.C. MINIMUM. SEE FOUNDATION PLAN ADDITIONAL ANCHORS AT SHEARWALLS SEE PLAN FOR STgD SIZE AND O.C. SPACING. WITHIN FLOOR SYSTEM WHERE POST IS ABOVE. 8d COMMON @ 3" O.C. I F--------�-. I I I L---- SYP#2 DBL. SEE 5/SO 0. TOP PLATE. I, ROOF SHEATHING, SEE SPECIFICATIONS. SEE 5/SO.0. �\ I TYPICAL STUD NAILING: 0.131x3" END NAILS: (2) @ 2x4, (3) @ 2x6, (4) @ 2x8. 2x -BLOCKING ONLY REQUIRED IF SHEARWALL. I I I L - - - - - - U FASTEN LOWER STUD PERMANENT TRUSS j 8d TO TALLER STUD w/ BRACING BY OTHER. COMMON 2 -ROWS OF 10d COMS I ®3" O.C. @ 12" 0 C FULL HEIGHT ANCHOR AT INTERIOR WALLS TYPICALLY 3/8" FULL HEIGHT THREADED RODS @ 6'-0" O.C. BLOCKING ONLY REQUIRED AT SHEARWALLS AND STUCCO FINISH. 16d COMMONS @ 8" D.C._\ FLOOR SHEATHING,Ir I - SEE SPECIFICATIONi . I I I I -- SEE 1/S0.1._/1 BLOCKING ONLY REQUIRED AT SHEARWALLS AND J STUCCO FINISH. TYPICAL SOLE PLATE NAILING: 0.131x3" TOE NAILS: (3) @ 2x4, (4) @ 2x6, (5) @ 2x8. PT. SYP#2 SOLE PLATE. WALL SHEATHING TYPICAL HEADER NALING 0.131X3" TOE NAILS 2X6, 2x8 = (5) NAILS 2x10, 2x12 = (7) NAILS 9" LVL, 11" LVL = (7) NAILS 14" LVL, 16" LVL = (9) NAILS 16"MAX. SEE DETAIL 1/SO.1 FOR SPLICING OPTIONS. WALL FRAMING AT PLATE CHANGE CONDITION TYPICAL TOP PLATE NAILING: FASTEN ALL TOP PLATES TOGETHER w/ (3) ROWS OF .131x3 @ 12" O.C. STAGGERED. SYP�F2 SYP#2 DBL. HEADER, TOP PLATE. PER PLAN. II RIPPED TO FIT LENGTH / (16) 0.131x3" I WITH GAP SHOWN. SHEATHING I; RAISED HEADER (3)2x4 SYP #2 o S 12'-0" (3)2x6 SYP #2 TO BE 10 OUTSIDE )s"0x6" TITEN HD 42" - SHEATHING MAY EXTEND 2" 3x3xO.229" ARCHED TRANSOM OPTION SEE RIGHT. WINDOW SILL SEE SCHEDULE FOR SILL SIZE AND CONNECTION EACH END. CONTINUOUS ;I ,f • L.yp PAST BLOCKING- WINDOW I I I 2 TYPICAL WALL FRAMING I S0.0 I J WALL SHEATHING SEE DETAIL 1 /SO.1 FOR SPLICING OPTIONS. FULL HEIGHT II RIPPED TO FIT LENGTH / (16) 0.131x3" I WITH GAP SHOWN. SHEATHING I; S 8'-4" (3)2x4 SYP #2 o S 12'-0" (3)2x6 SYP #2 TO BE 10 OUTSIDE )s"0x6" TITEN HD 42" - SHEATHING MAY EXTEND 2" 3x3xO.229" 4)2" CONTINUOUS ;I ,f • L.yp PAST BLOCKING- WINDOW I TO UPPER ;� LSYP#2 HEADER,ATTACHMENTS v INTERIOR BEARING I TOP PLATE. I PER PLANS. �-SEE SCHEDULE III 4 I PLANMING FOR FOR STUD SIZE I' I DETAILS. AND O.C. SPACING. II (4) ROWS 12d I SDWC15600 II I, TERMINATE AT SIMPSON II li WALL SHEATHING TO SOLE PLATE SIMPSON 11 TOP OF DBL. SDWC15600 II RAISE )a" FROM 8d @ 3" TOP SEE DETA LS SEE DETAILS I; BOTTOM OF SOLE 2x6 MEMBERS: DETAILS. ON S1.01 TYPICAL ON S1.01 II PLAN AND FASTEN HEEL < 5" I- --- I --- -�-� - - F- - I w/8d COMMON @ 3" I PROVIDE ADDITIONAL H2.5T AT TOP PLATE TO STUD SPACE @ 48" O.C. • �, O.C. I (3)ROWS OF 5"(3)ROWS OF 63/4' I I I I I °a I I L --------J I ---------J L -------J ENGINEERED WOOD SINGLE STORY ENGINEERED WOOD MULTY STORY 1 S0.0 FASTENERS @ 24"o.c TYP. WALL SECTIONS ` SIMPSON., SDWC15600 SEE ROOF FRAMING PLAN FOR EXTEND SHEATHING VERT. DETAILS. \-TO TOP OF TRUSS AS SHOWN. PROVIDE 2x4 BLOCKING AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE SPECIFICATIONS BELOW. HEEL PRE-ENGINEERED WOOD 2x SPF BLOCKING ROOF TRUSSES. RIPPED TO FIT LENGTH / (16) 0.131x3" NAILS WITH GAP SHOWN. (2)2x4 SPF #2 (5)12d TOE NAILS S 8'-4" (3)2x4 SYP #2 o S 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS 10 OUTSIDE )s"0x6" TITEN HD 42" - SHEATHING MAY EXTEND 2" 3x3xO.229" 4)2" PLAN VIEW = ,f • L.yp PAST BLOCKING- WINDOW SIMPSON SDWC15600 3 PLY BEAM. d' LSYP#2 HEADER,ATTACHMENTS v MUST SEE ROOFFRAR PER PLANS. ANCHOR INTO 2x MATERIAL. 4 PLANMING FOR JACK AND (1) ROW OF 1 O I SIMPSON DETAILS. SHE THING MAY (4) ROWS 12d I SDWC15600 NAILS @ 4" O.C. TERMINATE AT SIMPSON 1 SEE ROOF SIMPSON TOP OF DBL. SDWC15600 FRAMING I SDWC15600 SEE NOTE 1. TOP PLATE. SEE NOTE 1. I PLAN FOR EA. SIDE. 2x6 MEMBERS: DETAILS. WINDOW SILL SEE TYPICAL CONNECTION 5" < HEEL < 1'-0" HEEL < 5" NOTES: SCHEDULE. 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 STUD SPACE @ 48" O.C. UPPER LEVEL POSTS & JACK 5 ROOF TRUSS CONNECTION S0.0 KING STUD TO TOP PLATE: SDWC15600 SCREW NOT REQUIRED AT GABLE - ENDS OR OPENINGS LESS THAN 4'-6" KING & JACK STUDS SEE PLAN KING STUD TO BOTTOM PLATE CONNECTON: SIMPSON SDWC15600 SCREW. OMIT IF SHEARWALL HOLD DOWN IS SPECIFIED. NOT REQUIRED AT GABLE ENDS OR 2 -STORY WALLS SOLE PLATE CONNECTOR LOCATED WITHIN 6" OF STUD PACK. OMIT IF SHEARWALL HOLD DOWN IS SPECIFIED /�8 TYPICAL HE 1,, S0.0 BLIE TYPICAL DOUPLATE SPLICE TOP -0" MIN. SPLICE LENGTH / (16) 0.131x3" NAILS VENLY SPACE (2)2x4 SPF #2 4'-0"1 MIN. WINDOW SILL SCHEDULE ROUGH OPENING DROPPED HEAD OR SILL PLATES MINIMUM END FASTENER EACH END 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS < 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS S 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS S 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS ARCHED TRANSOM OPTION: 2x SPF DIAGONAL BLOCKING FOUNDATION SEE PLAN ;r 12" 1'/2 ' WALL FRAMING AT MAX. MIN. SOLE PLATE ANCHOR: RAISED HEADER CONDITION FROM SOLE SEE SCHEDULE PLATE BREAK BUILDER MAY CHOOSE EITHER THE DROPPED WALL FRAMING AT HEADER CONDITION OR RAISED HEADER CONDITION. onoocn urnnro nnninirinni SOLE 3x3xY4" SLOTTED 2y DROPPED WASHER PUSHED FASTENED w/ 3-0.131"x3" SHEARWALLS WASHER SPACING SPEC. TO OUTSIDE 3x3xY4" SLOTTED )'2"0 EPDXY I--- HEADER., MASHER PUSHED EA. END TYPICAL. 4" 10 OUTSIDE )s"0x6" TITEN HD 42" - SHEATHING MAY EXTEND 2" 3x3xO.229" 4)2" PLAN VIEW = ,f • L.yp PAST BLOCKING- WINDOW °�' 3 PLY BEAM. d' LSYP#2 HEADER,ATTACHMENTS MUST N PER PLANS. ANCHOR INTO 2x MATERIAL. 4 JACK AND (1) ROW OF 1 O KING STUDS, (4) ROWS 12d NAILS @ 4" O.C. , SEE PLAN. AT 12" O.C. AT TWO STORY CONDITIONS, EA. SIDE. 2x6 MEMBERS: WINDOW SILL SEE PROVIDE SOLID BLOCKING r (2) ROW OF 1 O NAILS @ 4" O.C. _ SCHEDULE. WITHIN FLOOR SYSTEM AT ALL STAGGERED EA. SIDE. 2 & 3 UPPER LEVEL POSTS & JACK 2x8 POST (3)ROWS OF 5"(3)ROWS OF 63/4' STUDS. SDWC15601 SCREW TRUSSLOK ENGINEERED WOOD ENGINEERED WOOD SEE 8/S0.0. FOUNDATION SEE PLAN ;r 12" 1'/2 ' WALL FRAMING AT MAX. MIN. SOLE PLATE ANCHOR: RAISED HEADER CONDITION FROM SOLE SEE SCHEDULE PLATE BREAK BUILDER MAY CHOOSE EITHER THE DROPPED WALL FRAMING AT HEADER CONDITION OR RAISED HEADER CONDITION. onoocn urnnro nnninirinni Y2" THREADED ROD EPDXIED 4" OR Y2" 0x6" SIMPSON TITEN HD. SECTION VIEW SOLE PLATE ANCHOR 01 HOLD DOWN. BUTT JOINT -A 2" 1Y'U PT. SYP#2 MAX. MIN. SILL PLATE. SOLE PLATE BREAK SOLE 3x3xY4" SLOTTED 2y Avenue WASHER PUSHED EXT. WALL SPACING SHEARWALLS WASHER SPACING SPEC. TO OUTSIDE 3x3xY4" SLOTTED )'2"0 EPDXY FACE OF WALL. MASHER PUSHED 3x3xO.229" 4" 10 OUTSIDE )s"0x6" TITEN HD 42" -ACE OF WALL. 3x3xO.229" 4)2" PLAN VIEW = Y2" THREADED ROD EPDXIED 4" OR Y2" 0x6" SIMPSON TITEN HD. SECTION VIEW SOLE PLATE ANCHOR 01 HOLD DOWN. BUTT JOINT -A 2" 1Y'U PT. SYP#2 MAX. MIN. SILL PLATE. SOLE PLATE BREAK NOTES: 1. SOLE PLATE ANCHORS ARE REQUIRED AT All EXTERIOR WALLS AND ADJACENT TO CORNERS AND PLATE BREAKS AND KING STUD,;, 2. WASHERS SHALL BE SLOTTED. 3. AS AN ALTERNATE TO THE 3"X3"XY4" PLATE WASHER, A 3"X3"X'/e" W/ 11/2"0 ROUND STEEL WASHER MAY BE USED. SOLE PLATE ANCHOR DETAIL 8 SCHEDULE SCALE: 3/4" = 1'-0" SOLE PLATE ANCHOR SCHEDULE Avenue ANCHOR EXT. WALL SPACING SHEARWALLS WASHER SPACING SPEC. EMBEDMENT DEPTH EDGE DISTANCE )'2"0 EPDXY 42" 24" 3x3xO.229" 4" 2Y" )s"0x6" TITEN HD 42" 24" 3x3xO.229" 4)2" BEAM. NOTES: 1. SOLE PLATE ANCHORS ARE REQUIRED AT All EXTERIOR WALLS AND ADJACENT TO CORNERS AND PLATE BREAKS AND KING STUD,;, 2. WASHERS SHALL BE SLOTTED. 3. AS AN ALTERNATE TO THE 3"X3"XY4" PLATE WASHER, A 3"X3"X'/e" W/ 11/2"0 ROUND STEEL WASHER MAY BE USED. SOLE PLATE ANCHOR DETAIL 8 SCHEDULE SCALE: 3/4" = 1'-0" KING STUD TO TOP PLATE: SDWC15600 SCREW. NOT REQUIRED AT GABLE - ENDS OR OPENINGS LESS THAN 4'-6" TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. (2)12d TOE NAILS E.E. (MIN) HEAD OR SILL - PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. .4 f., ..5. U SOLE PLATE ANCHOR PER SCHEDULE SINGLE STORY R STRAPPING KING & JACK STUDS SEE PLAN KING STUD TO FRAMING BELOW: CS18 STRAP w/6-10dx1Yz" NAILS EACH END. STRAP ATTACHMENT CAN BE INTERIOR OF EXTERIOR SIDE OF WALL STRAP NOT REQUIRED AT THE FOLLOWING: GABLE ENDS OF JACK TRUSSES LESS THAN 8' OR OPENINGS LES: THAN S-6' STRAPPING NOT REQUIRED AT LOWER LEVEL HEADERS UNLESS SPECIFIED ON PLAN TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. H P D 0 S SEE L EE SCHEDULE ROUGH OPN'G, SEE ARCH. MULTISTORY (STACKED WINDOWS) BOUNDARY OF- SHEATHI G. EXAMPLE OF PNEL EDGE w/ BLOC I N G WHERE REQUIRED BY GENERAL NOTES. NAIL SPACINGAT SUPPORTED ED ES,� GENERAL NOTES. EXAMPLE OF UNSUPPORTED (UNBLOCKED) PANEL EDGE (TYPICAL). NAILING TO INTERM DIATE SUPPORT IS 6" O.C� MAX. - LION). RATED SHEATHING, SEE GENERAL NOTES. �....�.... ROOF TRUSSES, OR FLOOR JOISTS. E:�ROOF� AND FLOOR SHEATHING NAILING D.0,1 SCALE: 3/4" = 1'-0" 2x4 BLOCKING 024" O.C. FASTEN EACH END w/3 -10d TOENAILS. STUD BELOW LOWER TOP 4-10d PLATE AT BREAK. OVER LAP DOUBLE COMMONS TOP PLATES. S ORTH NAL VIEW WALL INTERSECTION OF CORNER CONDITIONS R 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 PLAT ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED. 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE OPTIONS ARE SHOWN. FRAM D WALL CORNER AND %1 INTERSECTIONS STUDS CONFIGURATIONS SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. SCHEDULE ROUGH OPN'G, SEE ARCH. TRUSS TO PLATE: SDWC SCREW PLATE TO HEADER: SDWC SCREW @ 24" 0. C. 2X6 WALL TRUSS TO PLATE: SDWC SCREW PLATESDWC OSCREW 01 L �./AN I �1 24" O.C. 2X4 WALL HEADER FASTENING SECMPN � / KING STUD TO FRAMING BELOW: CS18 STRAP W/6-10DX1)'2" NAILS EACH END. STRAP ATTACHMENT CAN PF - STUD OR 2X10 INTERIOR OR EXTERIOR SIDE OF WALL. BLOCKING FASTEN STRAP NOT REQUIRED AT THE FOLLOWING: w/8 -10d COMMONS GABLE ENDS OR JACK TRUSSES LESS MULTI STORY THAN 8' OR OPENINGS LESS THAN S-6" REVIEWED FOR CODE COMPLIANI UNSTACKED WINDOWS) CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS Associates, Inc. - 1'/2 420Osceola Avenue (3) ROW OF 10d lax. Bealch, Florida 32250 Ph. 242-OP08 @ 8" O.C. FL: CA # 344 SC: CA# 3579 i 2 PLYNAILS STAGGERED • BEAM. ,f • L.yp , b °�' 3 PLY BEAM. d' N N 2x4 MEMBERS: ° 4 (1) ROW OF 1 O (4) ROWS 12d NAILS @ 4" O.C. , AT 12" O.C. EA. SIDE. 2x6 MEMBERS: (3) ROWS 12d r (2) ROW OF 1 O 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 63/4' TRUSSLOK TRUSSLOK ENGINEERED WOOD ENGINEERED WOOD FASTENERS @ 24"o.c FASTENERS @ 24"o.c AS SHOWN AS SHOWN 3 -PLY 4 -PLY 14" LVL AND GREATER NOTES: 1. TYP. CONNECTION AT STUD COLUMNS, JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS r61 BUILT-UP MEMBER FASTENING KING STUD TO TOP PLATE: SDWC15600 SCREW. NOT REQUIRED AT GABLE - ENDS OR OPENINGS LESS THAN 4'-6" TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. (2)12d TOE NAILS E.E. (MIN) HEAD OR SILL - PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. .4 f., ..5. U SOLE PLATE ANCHOR PER SCHEDULE SINGLE STORY R STRAPPING KING & JACK STUDS SEE PLAN KING STUD TO FRAMING BELOW: CS18 STRAP w/6-10dx1Yz" NAILS EACH END. STRAP ATTACHMENT CAN BE INTERIOR OF EXTERIOR SIDE OF WALL STRAP NOT REQUIRED AT THE FOLLOWING: GABLE ENDS OF JACK TRUSSES LESS THAN 8' OR OPENINGS LES: THAN S-6' STRAPPING NOT REQUIRED AT LOWER LEVEL HEADERS UNLESS SPECIFIED ON PLAN TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. H P D 0 S SEE L EE SCHEDULE ROUGH OPN'G, SEE ARCH. MULTISTORY (STACKED WINDOWS) BOUNDARY OF- SHEATHI G. EXAMPLE OF PNEL EDGE w/ BLOC I N G WHERE REQUIRED BY GENERAL NOTES. NAIL SPACINGAT SUPPORTED ED ES,� GENERAL NOTES. EXAMPLE OF UNSUPPORTED (UNBLOCKED) PANEL EDGE (TYPICAL). NAILING TO INTERM DIATE SUPPORT IS 6" O.C� MAX. - LION). RATED SHEATHING, SEE GENERAL NOTES. �....�.... ROOF TRUSSES, OR FLOOR JOISTS. E:�ROOF� AND FLOOR SHEATHING NAILING D.0,1 SCALE: 3/4" = 1'-0" 2x4 BLOCKING 024" O.C. FASTEN EACH END w/3 -10d TOENAILS. STUD BELOW LOWER TOP 4-10d PLATE AT BREAK. OVER LAP DOUBLE COMMONS TOP PLATES. S ORTH NAL VIEW WALL INTERSECTION OF CORNER CONDITIONS R 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 PLAT ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED. 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE OPTIONS ARE SHOWN. FRAM D WALL CORNER AND %1 INTERSECTIONS STUDS CONFIGURATIONS SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. SCHEDULE ROUGH OPN'G, SEE ARCH. TRUSS TO PLATE: SDWC SCREW PLATE TO HEADER: SDWC SCREW @ 24" 0. C. 2X6 WALL TRUSS TO PLATE: SDWC SCREW PLATESDWC OSCREW 01 L �./AN I �1 24" O.C. 2X4 WALL HEADER FASTENING SECMPN � / KING STUD TO FRAMING BELOW: CS18 STRAP W/6-10DX1)'2" NAILS EACH END. STRAP ATTACHMENT CAN PF - STUD OR 2X10 INTERIOR OR EXTERIOR SIDE OF WALL. BLOCKING FASTEN STRAP NOT REQUIRED AT THE FOLLOWING: w/8 -10d COMMONS GABLE ENDS OR JACK TRUSSES LESS MULTI STORY THAN 8' OR OPENINGS LESS THAN S-6" REVIEWED FOR CODE COMPLIANI UNSTACKED WINDOWS) CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS Associates, Inc. 420Osceola Avenue lax. Bealch, Florida 32250 Ph. 242-OP08 Fax. 241-9557 FL: CA # 344 SC: CA# 3579 i • • L.yp °�' Imo+ °•.� L s' d' ,A .....ua Az Christopher I Sabourin PE FL PE#71461 REVISIONS DATE I 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. z � U Q w w m D U Uj � � Q pZa mJvwi J Q � 0 0 Z 00 J U 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 -r Pi.AN NAME DAVENPORT- CLASSIC DESIGN/PRAWN/CHECKED CS AS / LAP DATE .rr X03.12.18 SCALE AS NOTED LPA No, TOLL -18-00298 C NTROL No. 4059 SHEET 50.0 ,(�3HE T 1 OF g 2x6 SYP#2 BLOCKING BETWEEN 2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP FASTENED TO TOP PLATE w/ 10d @ 4" O.C. WALL SHEATHING STUD WALL FRAMING PLATE w/ 10d @ 3" O.0 8d COMMON WIRE NAILS w/ 2x SOLID BLOCKING TO BLOCKING 0 3" O.C. II AT SHEATHING EDGE 6" / \I DBL. TOP NOTCH HEADER BLOCKING ONLY REQUIRED PLATE MAX74 BELOW TOP PLATE 2x4 BLOCKING BETWEEN EA. 1 ) AT SHEARWALLS AND STUCCO FINISH P RCH SHEATHING, I TRUSS. ATTACH AT EACH WALL 5-8d COM HEADER I STUD w 3-16 NAILS AT EA. EACH SIDE S E SPECIFICATIONS END o of PORCH FRAMING INTERSECTION. (MIN. OF 16d COMMONS OF SPLICE 16d COMMONS ;� 2x4 SYP#2 HORIZ. BRACING @ BLOW @ 8" O.C. Ij SHEATHING SPLICE @ 8" O.C. II 8 -GUN NAILS o of SEEDPLAN. 6-16d BETWEEN EACH TRUSS) II 24" O.C. BETWEEN OUTER WALL HEADER & SUPPORT PORCH PARALLELFULL HEIGHT Z I, & FIRST INTERIOR TRUSS. NAIL TO WALL PORCH POST, PER PLAN. I MMSTA24 ANCHOR OR DTT2Z PERPENDIC LAR TRUSS CONT. RIBBON CONT. RIBBON II 8d COM @ EACH END w/ 3-0.131x3" NAILS PERPENDICULAR I STRAPS HOLD DOWN AT MIN. (2)2x4 WOOD BOARD (TYP) N BOARD (TYP) '1 3" O.C. (TYP) TO WALL BASE OF POST BELOW. & (1) ADJ. DETAIL B II EACH SIDE FLOOR OPTION A TO PORCH HEADER. WALL FLOOR FLOOR ____ ________ _ OF SPLICE TRUSS SHEATHING TRUSSES TRUSSES 24" 16 GUAGE POST BASE: OR JOIST. OR JOIST. 2x4 SYP#2 I STRAP w/11- POT 24" 16 GUAGE 4x4 POST: ABU44 II STUD WALL FRAMING SHEATHING SPLICE DIAGONAL 10dx1Y2" EA. END BELOW STRAP w/11- 6x6 POST: ABU66 w/ 2x SOLID BLOCKING FASTEN EA. I 10dx1Y2" EA. END LSTA12 FOLDED OVER TOP - AT SHEATHING EDGE ' END w DOUBLE TOP PLATE PLATE w/5 -10d NAILS 8d COMMON WIRE NAILS / II 3/4" OSB or PLYWOOD / I I PORCH. CONTINUOUS OVER INTO TOP PLATE & 5-10d TO BLOCKING @ 3" O.C. I RIM BOARD Ya" 3-10d COMMONS I - g" NAILS INTO BEAM. SPACE L_T___ --- ---- PORCH HEADER, SLAB HEADER Z ;I SHORTER THAN SEE PLAN _ TS16 MAX @ 48" O.C. OMIT IF WALL II FLOOR SYSTEM. ALIGN CEILING s SHEATHING IS INSTALLED H WALL FRAMING WALL FRAMING WALL FRAMING TRAPSMSTA24 /s" RODROOF TRUSS I VERTICAL JOINTS WITH LINE ON FACE OF BEAM OR JOIST �� / I WALL SHEATHING STRAPS EPDXIED 6" MIN SHEATHING SPLICE II FOR PERPENDICULAR JOINTS INSTALL FLOOR TO BLOCKING ONLY REQUIRED ��5-8d COM FLOOR STRAPPING PER PLAN VIEW PLAN VIEW OF ELEVATION VIEW OF TRUSS CONNECTION AT SHEARWALLS AND EACH SIDE OPTION 1 OR 2 PORCH HEA R PORCH HEADER PORCH HEADER 8 -GUN SEE DETAIL B ABOVE AT CORNER P ST AT POST AT POST NAILS CONTINUOUS 2x6 SYP#2 STUCCO FINISH OF SPLICE FULL HEIGHT LEDGER FASTEN WITH OPTION 1 OPTION 2 ANCHOR OR DTT2Z 5-0.131x3" EA. STUD. OVER LAP SHEATHING APA RIM BOARD OPTION FLOOR TRUSS PARALLEL PORCH SHEATHIN ISPECIFICATIONS: HOLD DOWN AT MIN. (2)2x4 WOOD '/2" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS @ 6" O.C. EDGE & FIELD BASE OF POST OPTION B BELOW. & (1) ADJ. PARALLEL TRUSS NOTE 1: OR TO PORCH HEADER. DETAIL A 1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. 3/8 " (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS @ 6" O.C. EDGE AND FIELD 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS 2 TYPICAL PORCH FRAMING DETAILS 3 TYPICAL PORCH BEAM CONNECTION vm- 4 WALL ADJ. TO ROOF CONNECTION OTED SEE CONSTRUCTION SPECIFICATIONS FOR ROOF S0.1 S0.1 S0.1 SO'1 AND WALL SHEATHING AND STUD FRAMING. SEE DETAIL 5/SO.1 FOR DIAPHRAGM ATTACHMENT\ WHERE APPLICABLE \\\ IF TRUSS REACTION EXCEEDS 2300lbs PROVIDE CRIPPLE STUDS ROOF TRUSS. DIRECTLY BENEATH TRUSS SYP#2 2x4 NAILER FASTENED TO TRUSS 7 �-{� ROOF BOT. CHORD w/ 0.131x3" @ 3" O.C. II A II �I/ �I 2-SIMPSON H2.5T. A B A B 2x4 SYP#2 CATS AT 12" TRU FLOOR OR FASTENED TO SHEATHING w/ 8d @ 3" O.C. ROOF - - - - - - _ - - - - - - _ - - - - O.C. FASTENED TO TOP ROOF TRUSS. TRUSS. SDWC 15600 --_------___--__ _ PLATE w/ 4-0.131x3" 1114 " SHEATHING FASTENED TO ®32" O.C. COMMON. MAX. I /TOP PLATE w/ 10d @ 3" O.C. SCREWS ❑ 16" MAX. SHEARWALL OSB WALL �B}� D D D D FASTEN CATS EACH END w/ I 2x SYP#2 CONT. ATTACH _ y 3-0.131x3" COMMON TOE NAILS TO TOP PLATE AND TRUSS SHEATHING B C C II w/ 0.131x3" @ 3" O.C. EDGE OF I 2x MAY OVERHANG TOP PLATE. SHEARWALL-/ C SHEARWALL OR I; SHEARWALL EXTERIOR WALL S 8d@3" 6" SW 8d@3"/6" J 14 -L ALTERNATE A ALTERNATE B ALTERNATE C ALTER N TEG PERFORATED SHEARWALL SEGMENTED SHEARWALL STRAP KING POST TO POST BELOW WITH 2-CS16 STRAP KING POST TO OA - UPP TO LOWER STUDS - UPPER TO LOWER STUDS STRAPS WHEN FULL HEIGHT POST BELOW WITH 2-CS16 7/,A" OSB DIAPHRAGNJ FASTEN ROOF FLOOR DECK 10d @4"O.C. SW 8d03 6: (2) CS18 STRAPS SW 8d@3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT ROW To -\ --(4-FI nnR ANCHORS ARE NOT USED TO NAILER w/ (1) ROW Bo TO TOP CONNECTION CALL OUT UPLIFT CONNECTOR A H2.5T ® 32" O.C. TOP & BOT B SEE PLAN C 2x4 SPF#2 CONTINUOUS - D TRUSS. D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) oB END STUDS TO FOUNDATION B END STUDS TO FOUNDATION @ 3" O.C. FASTEN BACKSIDE OF WEB. TRUSS 4. 4" 2" 3- "-Y4'0 WALL STUDS WALL STUDS EACH END w/3 -10d 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS ^AT 31,"o LEDGER FASTENED BRACING APPLIED TO 2Y2" 3" H3 OR H2.5T HURRICANE CLIP @ EA. OUTLOOKER TO TRUSS. SW 8d@3 6: HTT5 OR HDU5 W 8d@3/6: HTT5 OR HDU5 PLATE w/ (2) ROWS OF 8d @ 3" O.C. OSB ;BLOCKING CONTINUOUS LATERAL BRACING, SEE 6-10d COMMONS TRUSS WEBS WIT -0.131x3" TRUSS SHOP DRAWING FOR QTY. AND OVERFRAME RAFTERS, SEE PLAN. oC - SO PLATE ANCHORS oC - SOLE PLATE ANCHORS LOCATION. IF MORE THAN (1) LATERAL PANEL BRACE IS NEEDED, OVERLAP BRACE w/3 SHEAR L NOTES: SEE SCH DULE ON DETAIL 3/SO.0 SEE SCHEDULE ON DETAIL 3/SOLO 2x4 SPF ROOF TRUSS -/ROOF TRUSS I' ANGLE FLOOR COMMON. I:•I H3 w/ 10-8d COMMON SIMPSYP 1. ATR OF TRUSS, BRACE SYP#2 2x4 NAILER FASTENED Ij ALL AROUND FRAMING I CONTRACTOR MAY SHEARWALL NOTES 7//16" PANEL THE FIELD. WALL SHEATHING UP SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 BLOCKING WHEN OVERFRAME REQUIRED FOR BRACE TO TRUSS BOT. CHORD w/ GABLE END TRUSS. A -SINGLE LEDGER B -DOUBLE LEDGER ALT. TO BOTH H3 ABOVE RAFTER LENGTH CHOOSE ,B,C,D, OR G. 1. PROVIDE OSB SHEA RING WITH 8d COMMONS @ 3" O.C. AT BOUNDARIES AND 6" IN PRODIDE MTS12 OR CS16 DIRECTLY LESS THAN 4'-0" VERTICAL VERTICAL FASTEN w/10d COMMONS @ 6" ON -CENTER FASTEN CATS EACH END w/ ;; 2x4 SYP#2 CATS AT 12' PROVIDE 2x BLOCKING AT ALL PANEL EDGES. (2) ROWS 0.131x3" @ 3" O.C. ;; AND ROOF MEMBER. 0-775 2x6 w/ 5-0.131x3" 1850-2345 2x8 w/ 6-/,"0x6" SDS SCREWS 3-0.131x3" NAILS @ 6" O.C. ;; O.C. FASTENED TO TOP 2. USE ALTERNATE A. II INTERIORT SHEARWALL. I' II PLATE w/ 4-0.131x3" AT EXTERIOR WALLS 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS SW -2 PLT W/ 2-H2.5T PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT �TO SHEARWALL OR �� COMMON. ENDING BETWEEN ROOF END POSTS FOR SW. TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. LEDGER A NOTES: WHERE A LEDGER IS INDICATED 0.131x3" TOE NAILS @ 8"O.C. �i-1Fiti NAII C FROM BOT. CHORD OF TRUSS TRIISSFS 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) - -- GA ICMIVR WALL ALTERNATE D ALTERNATE E (TYPICAL) ALTERNATE F LTERNATE ' 3. FASTEN ALL INTERIOR S TO ROOF OR FLOOR TRUSSES PER 5/SO.1 3. USE E &FFR FLOOR 4. INSTALL INTERIOR FOOT114G BELOW SHEARWALL PER DETAILS ON S1.0 TRUSS A TACHMENT 5 SHEARWALL ATTACHMENT AT ROOF Et FLOOR 6 TYPICAL SHEARWALL ELEVATION WHEN 7 HEADER TIE DOWN 0.1 SS0.1 PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. OTED SOA THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN 4-12d T07 L MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. 8d COMMON NAILS UP CONNECTION CONNECTION ROOF NAILS (T ) 2x4 SYP#2 OUTLOOKERS AT 3" O.C.(TYP) B (4) TRUSSES APPLIED D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) @ 24" O.C. 2x4 BLOCKING. FASTEN TO BACKSIDE OF WEB. TRUSS 4. 4" 2" 3- "-Y4'0 WALL STUDS WALL STUDS EACH END w/3 -10d 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS ^AT 31,"o 3x3x'/4" BRACING APPLIED TO 2Y2" 3" H3 OR H2.5T HURRICANE CLIP @ EA. OUTLOOKER TO TRUSS. 16" O.C. AT 16" O.C. FASTEN TO ROOF FRAMING BELOW FRONT SIDE OF WEBS. w/ 4-12d NAILS AT EACH RAFTER. ROOF SHEATHING CONTINUOUS LATERAL BRACING, SEE 6-10d COMMONS TRUSS SHOP DRAWING FOR QTY. AND OVERFRAME RAFTERS, SEE PLAN. LOCATION. IF MORE THAN (1) LATERAL BRACE IS NEEDED, OVERLAP BRACE AS SHOWN. 2X6 ROOF TRUSS -/ROOF TRUSS I' ANGLE I:•I H3 w/ 10-8d COMMON SIMPSYP BRACE 2 LEDGER ATTACH DBL. SYP 2 LEDGER NAILS F # # NAILS FROM RAFTER TO LEDGER TO EACH STUD, PER ATTACH TO EACH STUD,AND LEDGER TO ROOF MEMBER. THESE STRAPS I` MAY BE OMITTED 2X4 T -BRACE. ONLY WALL SHEATHING UP SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 BLOCKING WHEN OVERFRAME REQUIRED FOR BRACE GABLE END TRUSS. A -SINGLE LEDGER B -DOUBLE LEDGER ALT. TO BOTH H3 ABOVE RAFTER LENGTH LENGTHS > 8'-0". PRODIDE MTS12 OR CS16 DIRECTLY LESS THAN 4'-0" VERTICAL VERTICAL FASTEN w/10d COMMONS @ 6" ON -CENTER 2X4 2 SYR BLOCK @ EACH # REACTION LEDGER SIZE &NAILING REACTION LEDGER SIZE &NAILING ROOF MEMBER. BETWEEN OVERFRAMING RAFTER GABLE BRACE. FASTEN EACH AND ROOF MEMBER. 0-775 2x6 w/ 5-0.131x3" 1850-2345 2x8 w/ 6-/,"0x6" SDS SCREWS END W/ 3-10d TOENAILS 776-1250 2x8 w/ 8-0.131x3" 2346-3125 2x12 w/ 8-'/4"0x6" SDS SCREWS 1251-1540 2x10 w/ 10-0.131x3" BLOCK TO DBL TOP 1540-1850 2x12 w/ 12-0.131x3" a PLT W/ 2-H2.5T PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT �TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. LEDGER A NOTES: WHERE A LEDGER IS INDICATED 0.131x3" TOE NAILS @ 8"O.C. ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, FROM BOT. CHORD OF TRUSS HEADER UP CONNECTION CONNECTION (1)DIAGONAL BRACE PER OD A LS18 @ 32" O.C. B (4) TRUSSES APPLIED D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) EDGE DISTANCE 3/8 TO BACKSIDE OF WEB. 2x2x'/8„ 4. 4" 2" 3- "-Y4'0 -Y4 " 0 31,"o 3x3x'/4" BRACING APPLIED TO 2Y2" 3" FRONT SIDE OF WEBS. CONTINUOUS LATERAL BRACING, SEE TRUSS SHOP DRAWING FOR QTY. AND LOCATION. IF MORE THAN (1) LATERAL BRACE IS NEEDED, OVERLAP BRACE AS SHOWN. HEADER UP CONNECTION CONNECTION UPLIFT CONNECTOR CALL OUT OD 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 I I 3.)PERMANENT PERMANENT BRACING °I WHERE NOTED ON TRUSS MFR. SHOP I,I DRAWINGS. THE CONTRACTOR SHALL II PROVIDE 1x4 SYP#3 OR BETTER T -BRACE FASTENED TOI°I BOTTOM CHORD BRACING WEB w/ 1 d @ 6"O. C. PERPENDICULAR TO TRUSS BOTTOM T-BRACE.TO BE THE)CHORDS AND ATTACHED TO EACH SAME SIZE, SPECIES, I°I TRUS WITH 2-8d COMMON NAILS. AT AND GRADE AS WEB II GABLE END WALLS PROVIDE DIAGONALS T E E BRACED. I'I AT END WALLS PROVIDE DIAGONALS I I (APPROXIMATELY 45%) TO THE I°I ADJACENT EXTERIOR PERPENDICULAR I I WALL BETWEEN EACH LINE OF BRACING TO FORM A ZIGZAG PATTERN ALL CONSTRUCTED OF THE SAME BRACING cO MATERIAL. THIS REQUIRMENT IS NOT NECESSARY AT HIP ROOFS. ALSO ALONG EXTERIOR WALLS PARALLEL TO THE LEDGER IS BEING USED TO ATTACH THE ADJACENT BOTTOM CHORD BRACING PROVIDE ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE I TO DBL. TOP PLATE DIAGONALS IN THE END SPACE ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 2x4x6' SYP#2 LATERAL BRACE EA. I� BETWEEN THE WALL AND THE FIRST X -BRACE w 2-16d INTO BOTTOM 8-10d I LSTA12 @ 48" O.C. OR DBL TOP PLT LINE OF BOTTOM CHORD BRACING AT A / COMMONS TO GABLE TRUSS BOTTOM CHORD W MAXIMUM SPACING OF 20 FEET. CHORD OF EA. TRUSS. / IF WHEN 8 LEDGER CONNECTION w,EN 9 DECK LEDGER AT OVERFRAME RAFTERS 16 ABLE END BRACING SHEATH NOGG OV RL APS CAOBLE 12" MIN 11 PERMANENT TRUSS BRACING OTEO S0.1 TRUSS TO LEDGER CONNECTION BY TRUSS OTEO S0.1 USE THIS DETAIL TO FASTENOVERFRAMED ROOFS, VALLEYS, ETC.50.1 NOTES: 1. SPACE GABLE END BRACING @ 4'-6" MAX. S0.1 SCALE: 3/4" = 1'-0" ENGINEER. NOT SHOWN FOR CLARITY MIN 2 PLY STUD MIN 2 PLY STUD 2. ALL MATERIAL TO BE SYP#2 IN LIEU OF 2 STUDS IN LIEU OF 2 STUDS D ITS ACCEPTABLE ITS ACCEPTABLE GIRDER TRUSS N ^ TO SISTER A TO SISTER A OR BEAM GIRDER TRUSS WASHER PLANn 1 X I FULL HEIGHT MIN 2 PLY 36" LONG STUD 36" LONG STUD OR BEAM Op O V N ANCHORING SPECIFICATIONS (1)MSTA24 STRAPS STUD FASTEN w/12- [FASTEN w/12- FO OVER TOP PLATE (2)MSTA24 STRAPS II II 0.131x3" GUN I 0.131x3" GUN NAILS ANCHORING SYSTEM: THE THREADED ROD ANCHORING FASTEN w/18 -10d FOLD OVER TOP PLATE SIMPSON HTT5 OR I DOUBLE FULL HT. SYSTEM SHALL CONSIST OF %"0 A307 THREADED HDU5. FASTEN .°. II NAILS II (2)MTS12 I SOLE FULL HT. ANCHOR FASTEN w/18 -10d1 II II II o (2) TS12 UPLIFT PLATE TOP PLATE. RODS, ORIENTED VERTICALLY AND ATTACHED TO THE ` 26-10d COMONS II II II ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE I I CONNECTOR I II SIMPSON DTT2Z 11 . DOUBLE TOP LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE PLATE SEE PLAN TOP PLATE, PROVIDE A 2"x 2"x Y6" STEEL WASHER. I II N°/8- Ya"x1Y" WALL STUD FASTEN WITH A NUT AND ALLOW AT LEAST 3 OA II I • II SDS SCREWS THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) II I o. SIMPSON FULL HEIGHT OR POST. FULL HEIGHT MINIMUM 2 PLY I LTT20B THREADED OD (2)H2.5T (2)H2.5T FULL HEIGHT ROD INSTALLATION: AT ALL PLATE PENETRATIONS, OD MINIMUM STUD I . I Y2" THREADED ROD` I WITHIN 6" OF MINIMUM THREADED ROD PROVIDE A HOLE IN THE PLATE Y4" LARGER THAN THE 2 PLYI I I I EPDXIED 4" MIN OR I GIRDER (SEE PLAN) 2 PLY AT 2ND STORY SEE PLAN ELEVATION DIAMETER OF THE THREADED ROD USED. WHILE TURN TITEN HID STUD AT 2ND STORY 11 5is" THREADED 11 ° ° Y2x6" TITEN HD II STUD STUDS PROVIDE O O SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER COUPLER TIGHT STUDS PROVIDE I I ROD EPDXIED II ° Y2" THREADED ROD 2 CS18 STRAPS STEEL COUPLER X (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES AGAINST PLATE 1 CS18 STRAPS I I 7.5" MIN I I ° ° f OPTIONAL, LOCATE © FULL HT. WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE AT BASE OF STUDS II II° I EPDXIED 4" MIN OR AT BASE OF STUDS ( ROD SHALL BE INSTALLED APPROXIMATELY CENTERED SIMPSON TITEN HD ROD COUPLER 11 II II )2x6" TITEN HD (FLOOR TO FLOOR) ANCHOR FLOOR TO FLOOR I I AS NEEDED) IN HOLE. RODS MAY BE SLANTED FROM TRUE 3 . 3 ( ) I I I MINIMUM AT SILL PLATE AT TOP PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO .�' RODS - THD37634RC (%"x63/4") I I 2 PLY HOLD DOWN SEE PLA X/ AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. STUD 3/g" ROD = DTT2Z FLOOR FRAMING FULL HEIGHT THREADED ROD FOUNDATION, SEE PLAN PER PLAN. EMBEDMENT FULL HEIGHT ANCHOR INSTALLATION CHART THREADED A C OD E F ROD 0 WOOD PLATE HOLE CONCRETE HOLE WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE 3/8 1/,"o '/2 "0 2x2x'/8„ 4. 4" 2" 3- "-Y4'0 -Y4 " 0 31,"o 3x3x'/4" 7.5" 12" 2Y2" 3" THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SIMPSON DTT2Z/5/8" ROD = HTT5 SECURED OVER THE WASHER TO A SNUG -TIGHT w/8- Y4%1Y2" HTT5 BUILT-UP ST, BUILT-UP POST, CONDITION PLUS ONE-HALF TURN OF A STANDARD WRENCH (APPROMMATELY 30 FT. -LBS. OF TORQUE). SDS SCREWS SEE PLAIN. SEE PLAN. DUE TO SHRINKAGE AND COMPRESSION OF BUILDING CONTRACTORS SHALL RE -TIGHTEN NUT TO 30 FT. -LBS. OF TORQUE AFTER ALL TRADES ARE COMPLETE AND PRIOR TO INSULATION. "FICE EPDXY ANCHORING: ALL THREADED RODS SHALL BE HTT5 or HDU5 DTT2Z LTT20B OPTION 1 OPTION 2 DEPTH E DRILLED & EPDXY ANCHORED. SEE INSTALLATION ALTERNATE FOR ALTERNATE FOR O MONO STEM MONO STEM RCHART FOR EQUIREMENTS Y8 AND EDGE DISTANCE 3/g" FULL HEIGHT ROD 5/g" FULL HEIGHT ROD FULL HEIGHT TR CONVENTIONAL FULL HEIGHT ANCHOR WALL SECTION THREADED ROD INSTALLATION CHART FU L HEIGHT ROD ALTERNATE 12 FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM 13 ATTAI HMENT 14 FULL HEIGHT THREADED ROD 15 HOLD DOWN ATTACHMENT DETAILWHEN 1 GIRDER /BEAM STRAPPING SO.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0.1 S0.1 ALTERNATE S0.1 1\11OTED S .1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN Lou Ponti ,o and Associates. Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 344 SC: CA# 3579 \\\\\\\\tg\SER J. S Frtjf��i�'a Nra' 7 61 { .p c,TAT� 6 Lx Aa Christopher J S a b o u r i n PE FL PE#71461 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO £i ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. ULD Q un w Lf) m D(-) U W 7 Z pZa m� J Q � J0 n w Z m O U TYPICAL I Ff�AMING DIETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME DAVENPORT -CLASSIC DESIGN/DRAWN/CHECKED CS / AS / LAP DATE 03.12.18 SCALE AS NOTED I -PA No. Py TOLL -18-00298 CQNTROL No. 4059 SHEET 50.1 SHEET 2 OF 9 v-� M 0 W-, 00 0 N M OVERLAP SIDEWALL TOP PLATE GARAGE HEADER ALWAYS PLACE GOAL POST. FASTEN TO STUD HEADER AT PACK WITH 2 -ROWS OF 16d TOP OF ROUGH RING SHANK NAILS 0 12" O.C. 2)20ga STRAPS OPENING HEADER TO JACK ATTACH GARAGE DOOR THRU (2)2x6 KING STUDS HTT5 W/ UPRIGHT CDIRECTLY I NTO STUD PACK PERGARAGEDOOR (2)2x6 JACK STUDS 5�" THREADED ROD SUPPLIER EPDXIED 12" _ 0 HTT5 w/ (2)2x STUD CORNER 5/8" THREADED ROD o EPDXIED 12" M22 8 6 6 8 jP.T. SOLE PLATE GARAGE SOLE PLATE4 HTT5 w/ FLOOR ANCHOR %" THREADED ROD SOLE PLATE EPDXIED 12" ANCHOR J 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 CONC. SLAB GARAGE HEADER FRAMING 1CK STUD T DOOR STUD TO TOP I SDWC15600 < ® 32 BOT PLATE TO FR BELOW CS180 32 12 Ya" x3Yz" TAPCON SCREW CONC. SLAB ACK STUD T DOOR SIMPSON LTT20B RECESSED IN SLAB w/Xz" THREADED ROD EPDXIED 4" ELEVATION VIEW ELEVATION VIEW OPTION A OPTION B FRONT ENTRY JAMB FASTENING THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN WALL STRAPPING DETAIL THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN GABLE END BRACING OVERLAP SIDEWALL OVERLAP SIDEWALL TOP PLATE � TOP PLATE ALWAYS PLACE ALWAYS PLACE HEADER AT HEADER AT TOP OF ROUGH TOP OF ROUGH OPENING OPENING 5 /e 0 THREADED ROD �__ ____ • _s_ ... w/3x3x'/4" PLATE (2)20ga STRAPS . . . - (2)20ga STRAPS • . . • HEADER TO JACK . . . . . . . _ . HTT5 w/ HEADER TO JACK HTT5 W/ %" THREADED THREADED ROD 1/z THREADED ROD EPDXIED 12" EPDXIED 12 MAX o 0 EXTEND HEADER TO 2 EXTEND HEADER TO FAR SIDE OF WALL (2)2x6 FAR SIDE OF WALL 2 6x6 POST AS SHOWN. JACKS (2)2x6 S F#2/ AS SHOWN. �5' 6 6 6 >< AND (1) 6 6 66 4'-0"x4'-0" PIECE OF WALL KING. 4' PIECE OF WALL SHEATING INSTALL AT UPPER SHEATING INSTALL AT UPPER HTT5 w/ (2)2x6 CORNER 1" BELOW GARAGE HEADER DETAIL A CORNER 1" BELOW GARAGE HEADER %" THREADED ROD JACKS � ON EXTERIOR STUD (TRIMED AS ON EXTERIOR STUD (TRIMED AS DETAIL A EPDXIED 12" AND (1) SHOWN) SHOWN) KING. FASTEN SHEATING TO HEADER w/ 8d COMMON QB GALV. BOX NAILS FASTEN -HEATING TO HEADER w/ 8d COMMON QB GALV. BOX NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING HTT5 w/ IN' IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING (STUDS, BLOCKING & SILLS) TYP. 5/8" THREADED ROD (STUDS, BLOCKING & SILLS) TYP. EPDXIED 12" n a DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS 6x6 POST WITH ABU66 5/,,110 6x6 ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN =-- - 5 STUDS) DRILLED AND EPDXIED w/ 12" EMBEDMENT & 3x3x'/4" WASHER. w/ /e" THREADED ROD EPDXIED 12" MIN. I 2 GARAGE PORTAL ING WALL ).2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN BOX COLUMN DETAIL KING STUD TO TOP PLATE: SDWC15600 SCREW. STUD TO TOP PLATE: SDWC15600 SCREW. - STUD 32" O.C. BELOW CS180 32" O.C. SYP#2 OUTLOOKERS ?4" O.C. 2 H2.5T HURRICANE CLIP ® EA. )OKER TO TRUSS. SHEATHING UP END TRUSS. NAILS ® 8" O.C. )T. CHORD OF TRUSS TOP PLATE 02 @ 48" O.C. OR DBL TOP PLT ABLE TRUSS BOTTOM CHORD W/ 3vvvC15600 ® 36" O.C. OMIT IF SHEATHING OVERLAPS GABLE 12" MIN 1-MSTA24 10 WALL STRAPPING DETAIL 0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN TRUSS BOT. CHORD TO TRUSS PER PLAN �� GABLE BRACING TRUSS w/10d @ 12" O.C. TRUSS BOT. CHORD TO GABLE BRACING TRUSS I FASTEN "TOP CHORE" w/10d ® 12" O.C. GABLE BRACE TRUSSTO WALL w/10d ® 6" C. TOP PLATE FASTEN GABLE BRACING BELOW TRUSS TO WALL w/(10) 10d EA. END SECTION A—A FLOOR TRUSSES OR JOIST. CS18 w/7-1 dx1Y" EACH END 48" O.C. STRAP AN BE INSTALLED E THEIR FACE OF STUD FLOOR USSES JOIST. 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 OVERBEAM ).2/ THIS DETAIL ONLY APPLIES WHEN N011ED ON PLAN STUD TO TOP PLATE: SDWC15600 SCREW.- ® 32" O.C. BOT PLATE TO TRUSS X%3Ys" LAG SCREW WITH ROUND WASHER AT EACH FLOOR TRUSS BOT PLATE TO TRUSS Y"x3Y2" LAG SCREW WITH ROUND WASHER 24" O.C. 8d ® 3" FLOOR TRUSSES OR JOIST. STUDS TO TOP PLATE 11 W�LL STRAPPING DETAIL 0. THI DETAIL ONLY APPLIES WHEN NOTED ON PLAN PLAN OPT10N C DROPPED BEAM WALL SHEATHING CS18 w/7-10dx1}2" EACH END @ 48' O.C. STRAP CAN BE INSTALLED EITHER FACE OF STUD STUD TO BOT PLATE: SDWC15600 SCREW. 0 32" O.C. STUD TO BOT PLATE: SDWC15600 SCREW. ® 32" O.C. DOUBLE 2X4 TOP PLATE 2X4 LEDGE FASTEN TO TRUI w/2 -12d COMMOP HTS16 STRAP. W AROUND MAIN HOUSE PL 16 GAUGE 24" STRAP AT EACH SIDE OF EACH CORNER (6 TOTAL) DOUBLE 2X4 TOP PLATE AT SAME ELEVATION AS HOUSE TOP PLATE HTT5 (1 AT EACH OUTSIDE CORNER, 2 TOTAL) 2x4 BLOCKINC H3 0 EA. OUTLOOKER STUD SPACING, SEE FRAMING PLAN Off SCHEDULE. 2x4 BLOCKING AT 48" O.C. BETWEEN GABLE AND FIRST INTERIOR TRUSS. 0.131x3" TOE NAILS (2 EA. SIDE) 2x4 AT PORCH BEAM SUPPORT POST IF 4x4 IS SPECIFIED ON PLAN, NOTE PLACE GABLE END TRUSS To THE INT. FACE OF USE (2)2x4 SPF#2 SUPPORT. MIN. (2)2x4 PT SYP #2 1 6 24" MAX. IF 6x6 IS SPECIFIED ON PLAN, — r USE (3)2x4 SPF#2 SUPPORT. RATED WALL SHEATHING w/ 12„ MIN. a 8d ®6" O.C. EDGE &FIELD. -_--=_=_'-- AND BOTTOM CHORDS TO �+ ATTACH PORCH BEAM TO BALLOON FRAMED WALL • IUI SUPPORT POST w/ (2)HTS20. I� • SOLE PLATE NAILS EACH II ATTACH SUPPORT POST TO FOUNDATION WITH HTT4 iv ANCHOR . w/ 5/e "Ox6" EMBED EPDXY ROD. U.O.N. - - - - -------II SYP#2 PT SOLE PLATE TRUSS w FULL HT. 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. - STUD 32" O.C. BELOW CS180 32" O.C. SYP#2 OUTLOOKERS ?4" O.C. 2 H2.5T HURRICANE CLIP ® EA. )OKER TO TRUSS. SHEATHING UP END TRUSS. NAILS ® 8" O.C. )T. CHORD OF TRUSS TOP PLATE 02 @ 48" O.C. OR DBL TOP PLT ABLE TRUSS BOTTOM CHORD W/ 3vvvC15600 ® 36" O.C. OMIT IF SHEATHING OVERLAPS GABLE 12" MIN 1-MSTA24 10 WALL STRAPPING DETAIL 0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN TRUSS BOT. CHORD TO TRUSS PER PLAN �� GABLE BRACING TRUSS w/10d @ 12" O.C. TRUSS BOT. CHORD TO GABLE BRACING TRUSS I FASTEN "TOP CHORE" w/10d ® 12" O.C. GABLE BRACE TRUSSTO WALL w/10d ® 6" C. TOP PLATE FASTEN GABLE BRACING BELOW TRUSS TO WALL w/(10) 10d EA. END SECTION A—A FLOOR TRUSSES OR JOIST. CS18 w/7-1 dx1Y" EACH END 48" O.C. STRAP AN BE INSTALLED E THEIR FACE OF STUD FLOOR USSES JOIST. 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 OVERBEAM ).2/ THIS DETAIL ONLY APPLIES WHEN N011ED ON PLAN STUD TO TOP PLATE: SDWC15600 SCREW.- ® 32" O.C. BOT PLATE TO TRUSS X%3Ys" LAG SCREW WITH ROUND WASHER AT EACH FLOOR TRUSS BOT PLATE TO TRUSS Y"x3Y2" LAG SCREW WITH ROUND WASHER 24" O.C. 8d ® 3" FLOOR TRUSSES OR JOIST. STUDS TO TOP PLATE 11 W�LL STRAPPING DETAIL 0. THI DETAIL ONLY APPLIES WHEN NOTED ON PLAN PLAN OPT10N C DROPPED BEAM WALL SHEATHING CS18 w/7-10dx1}2" EACH END @ 48' O.C. STRAP CAN BE INSTALLED EITHER FACE OF STUD STUD TO BOT PLATE: SDWC15600 SCREW. 0 32" O.C. STUD TO BOT PLATE: SDWC15600 SCREW. ® 32" O.C. DOUBLE 2X4 TOP PLATE 2X4 LEDGE FASTEN TO TRUI w/2 -12d COMMOP HTS16 STRAP. W AROUND MAIN HOUSE PL 16 GAUGE 24" STRAP AT EACH SIDE OF EACH CORNER (6 TOTAL) DOUBLE 2X4 TOP PLATE AT SAME ELEVATION AS HOUSE TOP PLATE HTT5 (1 AT EACH OUTSIDE CORNER, 2 TOTAL) 2x4 BLOCKINC H3 0 EA. OUTLOOKER STUD SPACING, SEE FRAMING PLAN Off SCHEDULE. 2x4 BLOCKING AT 48" O.C. BETWEEN GABLE AND FIRST INTERIOR TRUSS. 0.131x3" TOE NAILS (2 EA. SIDE) 2x4 AT OUTLOOKER 24" O.C. NOTE PLACE GABLE END TRUSS To THE INT. FACE OF No. 1 6 ROOF BALLOON FRAMED WALL — r SHEATHING AND FASTEN TRUSS TOP a 00 AND BOTTOM CHORDS TO NIT � `` N BALLOON FRAMED WALL 5-12d TOE STUDS w/ 2-0.131X3" NAILS EACH NAILS AT EA. STUD. FL, PE#71461 TRUSS FASTEN GABLE END TRUSS w FULL HT. ANCHOR AND HA4 A EA. END I I I I I I -11 I I CONVENTIONAL SW ANCHOR PER SCHEDULE. NO FULL HEIGHT ANCHOR REQUIRED. BALLOON FRAMED GABLE END SPLICE 2x x 4'-6" P.T. SYP NO.2 EXPOSED AFTER TAIL TO EACH ROOF TRUSS ® 4" O.C. x4 P.T. SYP N o.2 LOCKING/CLOSURE FASTEN 3. / 3-12d TOE NAILS. RIP PRE-ENGINEERED �0' OWN TO REQUIRED DEPTH WOOD ROOF TRUSSES. 12d COMMON WIRE NAILS ® 4" O.C. STAGGERED UPLIFT-/ CONNECTOR DOUBLE TOP PLATE RAFTER TAIL DETIAL MAIN HOUSE WALL SHEATHING CONTINUOUS THRU CHIMNEY FRAMING V-4" COIL STRAP RNER 16 GAUGE 24" STRAP AT EACH SIDE OF EACH CORNER (6 TOTAL) HTT5 (1 AT EACH OUTSIDE CORNER, 2 TOTAL) LL I (2)2X- STUDS RU '] G kRU WALL SHEATHING I SEE CONSTRUCTION J SPECS ELEVATION"\_SOLE PLATE ANCHOR PU (MINIMUM 2 PER SIDE) SIDE OF BUILDING ATTACHMENT 1 -STORY CHIMNEY FRAMING �HTS16 STRAP. WRAP AROUND MAIN HOUSE TOP PLATE 1 MAIN HOUSE I�EXTERIOR WALL I I I HTS16 STRAP. WRAP AROUND MAIN HOUSE TOP DOUBLE I PLATE 2X4 STUDS AT CORNERS STUDS rHOUSE FASTEN STUD TO MAIN STUD w/1 -ROWS OF J"x6" SDS SCREWS ® 32" O.C.. 2X4 STUD 0 16" Asso!clates. Inc. 420 �sceola Avenue Jax. Beach, Florida 32250 Ph. 242-0,908 Fax. 241-9557 FL: CA # 344 SC: CA# 3579 sept �q e+ ,. J. s ,'`��✓j� e� \d ++ p+ � � 6+ ,r• � r Q+ +d� No. 1 6 o s — r � :.� a 00 ST NIT � `` N 'irnw. U4I Ii11110) Christopher J Sabourin PE FL, PE#71461 REVISIONS DATE i i I 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. U 0 Q `n w w nool m � W J p Z a mJ0 vwi J Q 0 W CD z ~ � m 0 0 J U MISC FLAMING DETAILS DO NOT SC'�LE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCL AR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME DAVENPORT -CLASSIC DESIGN/DRAWN/CHECKED CS / AS / LAP DATE 03.12.18 SCALE AS NOTED LPA No. TOLL -18-00298 CONTROL No. 4059 SHEET S0.2 SHEET 3 OF g O O Ln In 00 00 I- 0 N N 2'- 0" 10'-3" 8'-3" CD 9/\< I S1.01 N\ STAIRS BY BUILDER. 0 I N 24x24 MASONRY PIER TO SUPPORT POST ABOVE. REINFORCE w/ (1)#5 IN EA. CORNER. FF3.0 I I /8\ S1.01 I /9\ S1.01 I I I I PAVERS BY OTHERS L I � F­L�---� 9 S1.01 8'_3" 2'-0" FOOTING SCHEDULE AND NOTES TYPE LENGTH WIDTH DEPTH DESIGNATES SAWCUT LINE BOTTOM BARS F2.0 2'-0" e 2'-0" 1'-0" 3-#5 EA. WAY BOT. F2.5 2'-6" N 2'-6" 1'-0" 3-#5 EA. WAY BOT. F3.0 3'-0" 3'-0" 1'-0" 3-#5 EA. WAY BOT. F3.5 3'-6" 3'-6" 1'-0" 4-#5 EA. WAY BOT. F4.0 4'-0" 4'-0" 1'-0" 4-#5 EA. WAY BOT. F4.5 4'-6" 4'--6" 1'-0" 4-#5 EA. WAY BOT. 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. FOR GENERAL FEATIJRES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. 2. FTGS. & FND. SHALL BE IN A(;CORDANCE 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. 10'-0" 5'-8" 4'-4" STAIRS BY 1 BUILDER. S1.01 I O" / 77'/' /; 94'-5" 59'-0" 1'-4" 2 1 3 .01 S1.01 S1.01 DO S1.01 V IN I, I_ _ 0 4 / Ij 7 j S1.01 71S1 01 6'-0" 11'-6" , 3'_5" 12,-6" I l L U�4�14��11I'll 1�.U!•!� VS1.01Ij1 -� 46 4 si.01 1.01 -----J L_ - - - - - - - - - - I STEMWALL w 2-#5x30" DOWELS EPDXIED 6" MIN. (TYP) F2.5L �- X2.0 „ 9 -2 I SAWCUT U STAIRS BY 3 BUILDER. V) I 13'-10" 2'-g„ 7'-1" 2'-0" l o N N 9 L S1.01 O - - - - - - - N 7d L - 1 F3.0 L I 6 6 S1.0 f 8 I F3. S1.01 S1.01 STAIRS BY 4" CONCRETE SLAB w/ S1.01771 FIBERMESH @ 1.5 LBS/CU.YD. r F2.0I 8 PAVERS I I BUILDER. OF CONCRETE OR 6x6 W1.4xW1.4 I --- =J I 51.01 BY OTHERS WWF ON 6MIL VAPOR BARRIER I I J IN PREPARED GRADE. 15'-3" -8 15'- 4 I- -- PROVIDE 2-#4x4'-0" PROVIDE SAW CUTS PER CORNER CRACK BARS F3.01I t9 O 5/S1.01, BUILDER TO I I AT SLAB MID -DEPTH. ^ COORDII-jATE WITH FINISH 8 I I N j S1.01 FLOUR MATERIAL. 6 I ° S1.01 9 MONO FOOTING TO I I 6 I = ( I S1.01 SYMBOLS LEGEND - - - - - DESIGNATES FOOTING LINE - DESIGNATES SAWCUT LINE INTERIOR LOAD BEARING WALL r DESIGNATES SLAB RECESS e N rn STEMWALL w/ I I S1.01 I..�. I I I I I 0 2-#5x30 DOWELS00 I I in 7B I I I.II I I F3.0 I N EPDXIED 6" MIN. (TYP) S1.01 (� w_. r -i --Z ---------- ( I ---�-----I ---� - r , I -------------------1 -L 5 s ---------------^--------2 ----------- 1 ----- --- - 24x24 PIER ST S1.01 S1.01 S1.01 ABOVE. REINFORCE w/ 87'-3" 77'-0" 94'-5" FOUNDATION PL N SCALE: 1/4" = 1'-0" (1)#5 IN EA. CORNER. 5'-2" 2'-0" 7'-2" OFFICE COPS Lou ilonti-o and Associates, Inc. 420 sceola Avenue Jax. 6ealch, Florida 32250 11h. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 ``,,°``,`4�1 A l i 111111 t IJ p 1111 q/I ,dptl ♦arm 1 f. A kow,nao�a�a4 r E Mi to. 7 61 fpm e �k TAT 0 N 0; Christopher J Sabourin PE FL PF#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. 2� U Q (f) w �'mLLJ O W' pZa mJtwii J Q � o cD zLIJ oc OO J U FOUNDATION PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME DAVENiPORT-CLASSIC DESIGN/PRAWN/CHECKED CS AS / LAP DATE 03.12.18 SCALE ,(S NOTED LPA No. TOLL -18-00298 CONTROL No. 4059 SHEET 1.o I SHE�T 4 0F 9 TYPICAL WALL FRAMING AND TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING ANCHORAGE PER PER CONSTRUCTION SPECS. AND ANCHORAGE PER CONSTRUCTION SPECS. CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PROVIDE CORNER BARS (TYPICAL) SOLE PLATE ANCHOR, AT WALLS GREATER THEN 12" HOOK INTO SLAB. 1—#5 CONT., PROVIDE 8" CMU OPEN BOTTOM LINTEL SEE 3/S0.0 4'-0" HIGH, NOTIFY E.O.R. MONO SLAB FOOTING AT PORCHES, 51„ CORNER BARS (TYP.) SEE 7B/S1.01 BLOCK w/ 1—#5 CONTINUOUS FOR TEMPORARY BRACING WHEN SPECIFIED ON PLAN. 2 SEE ARCH PLAN LAYOUT PLAN AND ;'� ���. PERMANENT LATERAL ;� �` i SLAB ON _ • SLAB ON GRADE, f SUPPORT DETAIL. --�- ---- �—�'---- GRADE, SEE PLAN. ° I SEE PLAN. GRADE OR CONC. Q `��/\\�/ �° SLAB, SEE PLAN. �\'r / _% ��`�f� 8" CMU STEM WALL J, / _ rV SLAB ON #4 VERTICAL DOWEL C�? 24" O.C. #4 DOWEL TO MATCH VERT. / SHOWER P N SLOPES TO DRAIN, SEE ARCH GRADE— ° 90° BEND INTO FTG �'�vA\/ STEMWALL SCHEDULE CMU REINFORCING COURSES 4 • 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. o STEMWALL REINFORCING (SEE _--- / l�\r 00 PLAN. MAI THIN 4 MIN. SLAB THICKNESS. SEE PLAN a e SCHEDULE) w/ 6' HOOK INTO ;X\ 00 z /.- �\`_I ;1= �, FOOTING. LAP VERT REINFORCING 4 725" IF STEMWALL IS GREATER 1 as a ti THAN (3) COURSES. \� ¢ / CONTINUOUS CONCRETE CONT. CONCRETE FOOTING \ . . FOOTING STEMWALL, SEE 1 S1.01 8"d x 16"w 1—STORY, w/(2)#5 CONT. 3" CLEAR Q C \% w J 10"d x 20"w 2—STORY, w/(3)#4 OR (2)#5 CONT. 10"x20" w/ 2—#5 CONT. REVISIONS DATE 1 STEMWALL FOOTING 2 FOOTING /SHOWER RECESS 3 GARAGE STEM WALL S1.01 SCALE: 3/4" = 1'-0" S1.01 (IF REQUIRED) S1.01 (IF REQUIRED) TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PROVIDE CORNER BARS (TYPICAL) STEP, SEE 12" HOOK INTO SLAB. ARCH. (4" MAX.) EQUAL TO SLAB THICKNESS. 7B @SLAB RECESS SLAB ON GRADE, SEE PLAN. BRICK VENEER IS WALL FRAMING ACCEPTABLE' WITHOUT INCREASE OF FOOTING SLAB ON GRADE, WALL FRAMING—\\SIZE. 1" DEEP SAWCUT w/ SEE PLAN STEP, SEE 8 CMU STEM WALL W/ I ELASTOMERIC SEALANT 4 VERTICAL DOWELS 24" O.C. b I SLAB ON ARCH. PLAN SLAB ON # GRADE— _ _ _� _ _ _ -• _ _ —,_ SLAB ON -- SEE PLAN 90° BEND INTO FTG. . a SEE PLAN °_._ __._._____�_. ►.---° GRADE,00 SEE °.--� a i / SEE PLAN.\\ / • //\�j a NOTES: ` 1) PROVIDE SAWCUTS 0 CREATE •�° 00 / / %\ CONTINUOUS CONCRETE • `'° • APPROXIMATE 12' X 12' MAX. SQ. N.A ' , , h. CO Z11_Z�7 ��L� 1 FOOTING 2 SAWCUT CONC. SLA WITHIN 4 TO f ) 12 HOURS OF CONC. PLACEMENT. OPTIONAL 3 3" CLEAR � 2" FLAIR 8"x16" 1—STORY, w/(2)#5 CONT. Q 8"x16" 1—STORY, w/(2)#5 CONT. 8"x2o" 2—STORY, w/(2)#5 CONT. J 8"x20" 2—STORY, w/(2)#5 CONT. 10"x20" _ v w/ 2—#5 CONT. 4 STEMWALL AT GARAGE 5 SAW CUT DETAIL 6 BEARING AT INTERIOR 7 MONO. FOO iNG AT STEP -D WN S1.01 SCALE: 3/4" = 1'-0" �01 S1.01 �-O I TYPICAL WALL FRAMING AND ANCHORAGE PER MATCH DOOR 3/4" RECESS CONSTRUCTION SPECS. PAVER BY WITH, SEE ARCH. BOND BEAM w/1—#5 %OTHERS SLAB ON j GRADE, ° SEE PLAN. PAVING BY SLAB ON Q � ' 8" MASONRY BUILDER z a GRADE, / STEM WALL w/ 12"x12" 1#5 CONT. a \-7/1 SEE PLAN. o /\1—#4 ©48" O.C. MATERIAL DETAIL 10B GRADE OR CONC. c"I 001 I j SLAB, SEE PLAN. % ��f Q 4 SLAB ON o = ��— — ¢ GRADE, o_ SEE PLAN. ALT. FOOTING AT BUILDERS DISCRETION. v 48" O.C. OR /� -'-`--==' # @d � 4 d ° THICKENED EDGE ROD CHAIRS (TYP.) DETAIL 10A 8x8 3 — w/ 1—#5 CONT. — 12 _ w/(2)#5 CONT. 12" THICK x 20" WIDE w/ (2)#5 CONT. 8 MONOLITHIC EDGE FOOTING g PORC STEM WALL 1 o THICKENED SLAB S1.01 �-01 �01 OFFICE COP III Lou Ponti8o and Associates, Inc. 420sceola Avenue Jax. Beach, Florida 32250 Ph. 242-008 Fax. 241-9557 FL: CA # 344 SC: CA# 3579 hristop hrr I Sabourin PE FLI PE#71461 FIELDALTERATION CONTRACTOR SHALL CONTACT LOU PONT Go 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO H ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. = Z U � Q � w w m C) LLJ W J 0 Z d nol L.Li mJv, Lij J Q � 0 CD Z � 00 m 00 J U FOUNDATION DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. CPLAN NAME DVENPORT—CLASSIC DESIGN/PRAWN/CHECKEL) CS / AS / LAP DATE 03.12.18 SCALE AS NOTED LPA No. TOLL -18-00298 C6NTROL No. 4059 SHEET 51.01 SHEET 5 OF g IL v 4 • s >�00 „�+ • I o4 1 STAT F :' o oi pON 0 .• v A hristop hrr I Sabourin PE FLI PE#71461 FIELDALTERATION CONTRACTOR SHALL CONTACT LOU PONT Go 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO H ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. = Z U � Q � w w m C) LLJ W J 0 Z d nol L.Li mJv, Lij J Q � 0 CD Z � 00 m 00 J U FOUNDATION DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. CPLAN NAME DVENPORT—CLASSIC DESIGN/PRAWN/CHECKEL) CS / AS / LAP DATE 03.12.18 SCALE AS NOTED LPA No. TOLL -18-00298 C6NTROL No. 4059 SHEET 51.01 SHEET 5 OF g (2)2x6 SPF#2 POST. (2)2x6-1 /1 I � X N I (3)2X6 W/ , HTS16 EA END. Z\ CHIMNEY - FRAMING SEE / DETAIL 13/S0.2.� �� OSTM 6x6 P.T. SYP#2 POST ��� �+ C. TO w/ABU66. SEE DETAIL20 2/S0.1. (TYPICAL) �, ✓O @ ✓OA (3)2x12 (0 STRAP HEADER ��O0 M I EACH END w/MSTA24. V) I SHEATH CONT. !!' PRIOR TO FRAMING i POCKET FOR SGD. NON-STRUCTURAL I BEAM SOFFIT BY BUILDER I I S1.1 I II SHEATH CONT. PRIOR TO FRAMING BUMP OUT. I � M STRAP HEADE - V) PER 7/S0.1 - - 3 2x12 v) ((,3)2x8-1/2) SEE 3/S0.1 FOR BEAM CONN. (TYPICAL) (2)2x6-1 /1 OSB WALL I SHEATHING. I � I I Uj X N � I I Cf) I' \7 SHEATH CONT. THRU PERPENDICULAR WALL -\ (2)2x10 /1 "12x4 SPF#2 @ 12 O.C. (3)2x4 SPF#2 POST. I (2)2x6 SPF#2 POST. (2)2x6 (2)2x6 PF#2 [SPF#2 SEE 1 /SO.2 OST. POST. (2)2x8-1/2 (2)2x6-1 (2)2x6-1/1 All FASTEN TOP OF WALL 0 -. w I �- PE DETAIL 5G/S0.1. o , L SHEATH CONT GIRDER FG05 ABOVE 2 L x6 fk\SPF 2 POST. Al IV(3)2x6 SPF#2 POST. I I > 01 /2 x6- 1 I --- Q I I SEE 1/S 0.2 l ) rn SHEATH CONT (3)2x4 ~ PRIOR TO FRAMING SPF#2 I N U) I I BUMP OUT POST. 2x4 SPF#2 @ 12" O.C. I I I JGIRDER -FG03A� VE (2)2x4 STRAP HEADER '_1I SPF#2 EACH END -4i POST. W/MSTA24. I (2)2x4 SPF#2 POST. Al (3)2x4 I SPF#2 POST. I Iw I;I > FASTEN TOP Ij m OF WALL I Q PER 5/S0.1. V) I m I Q I w Im I OSB WALL I SHEATHING Al SP) x (2)2x12-1 /2 POST. FIRST FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" STUD TO TOP PLATE: SDWC15600 @ 48" O.C. ( )2x6 (2)2x6-1/1 S F#2 OST. SHEARWALL NOTE: SW: 3/6 L - I V (2)2x6 SPF#2 POST. I cD X L�1 (2)2x6-1 /1 SW: /6 DESIGNATES SHEARWALL NAILING - 8d @ 3" EDGE AND 6" "FIELD" SOLE PLATE ANCHORS - SEE SCHEDULE ON ON DETAIL 3/SO.0 SOLE PLATE ANCHOR SPACING SCHD ALL EXTERIOR WALL 42" O.C. UNLESS m SHEA , 24" O.C. (SW PRIOR TO FRAMING DESIGNATES THE HEADER SIZE, NUMBER FASTEN TOP OF WALL PLT 0 j WHEN NOTED ON PLAN CID r� ---- SEE NOTE 2 OSB WALL X �s" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 X5 A307 DIAMETER FULL HEIGHT I I BUMP OUT TOP PLATE, SEE DETAIL 12/S0.1 PER DETAIL 5/S0.1. ��J�i�\"') 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 SHEATHING. WALL STUD SCHEDULE LOCATION PLATE STUD SIZE HEIGHT & SPACING EXTERIOR 2x4 SPF#2 0 16" O.C. 13 EXTERIOR 10'-1 2x6 SPF#2 0 16" O.C. or MAX 2x4 SPF#2 0 12" O.C. EXTERIOR 10-1 TO 14'-0" 2x6 SPF#2 0 16" O.C. INTERIOR 10'-0" MAX 2x4 SPF#2 ®16" O.C. INTERIOR I�CN 2x6 SPF#2 0 16" O.C. or MAX 2x4 SPF#2 0 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 Io MINIMUM. SEE 3/SO.0 FOR ADDITIONAL ANCHORS AT SHEARWALLS I 1. EXTERIOR WALL SHEATHING SHALL BE CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST TOP PLATE. SEE DETAIL 1/S0.1 FOR SHEATHING SPLICE LOCATIONS FOR MULTI STORY CONDITIONS 2. SEE SHEET SO.0 FOR WALL SHEATHING SPECIFICATIONS. o MEMBERS SHALL BE STRAPPED AS SHOWN IN I 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 o 3/SO.0 OSB WALL SHEATHING. ATTACHMENT PER DETAIL 5/SO.1 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT o N AND HOLD DOWNS CS18 STRAPPING DETAIL CS18 STRAP w/ 10" END LENGTH. FASTEN I; THIS END W/ 9-10d. II -� J CONT TO 2ND LEVEL NO NAILS REQUIRED FLOORI� IN CLEAR SPAN w N1,X I w WALL FRAMING I z I� O J CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. OFFICE COPY TOP PLATE. LAP AT FLR N N -. rr I SYSTEM SIM TO 1 /S0.1 0 N FASTEN TOP OF WALL x6 #2 IPE �. DETAIL 5G/S0.1. ST. ICD GIRDER FG05 ABOVE 2 L x6 fk\SPF 2 POST. Al IV(3)2x6 SPF#2 POST. I I > 01 /2 x6- 1 I --- Q I I SEE 1/S 0.2 l ) rn SHEATH CONT (3)2x4 ~ PRIOR TO FRAMING SPF#2 I N U) I I BUMP OUT POST. 2x4 SPF#2 @ 12" O.C. I I I JGIRDER -FG03A� VE (2)2x4 STRAP HEADER '_1I SPF#2 EACH END -4i POST. W/MSTA24. I (2)2x4 SPF#2 POST. Al (3)2x4 I SPF#2 POST. I Iw I;I > FASTEN TOP Ij m OF WALL I Q PER 5/S0.1. V) I m I Q I w Im I OSB WALL I SHEATHING Al SP) x (2)2x12-1 /2 POST. FIRST FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" STUD TO TOP PLATE: SDWC15600 @ 48" O.C. ( )2x6 (2)2x6-1/1 S F#2 OST. SHEARWALL NOTE: SW: 3/6 L - I V (2)2x6 SPF#2 POST. I cD X L�1 (2)2x6-1 /1 SW: /6 DESIGNATES SHEARWALL NAILING - 8d @ 3" EDGE AND 6" "FIELD" SOLE PLATE ANCHORS - SEE SCHEDULE ON ON DETAIL 3/SO.0 SOLE PLATE ANCHOR SPACING SCHD ALL EXTERIOR WALL 42" O.C. UNLESS OTHER NOTED SHEA WALLS 24" O.C. (SW d®3"/6") DESIGNATES THE HEADER SIZE, NUMBER SOLE PLT 0 j WHEN NOTED ON PLAN ---- SEE NOTE 2 1. INSTALL :TOLE PLATE ANCHORS PER DETAIL 3/S0.0 2, ANCHOR SPACING SHALL BE AS NOTED, FOR EXAMPLE - SOLE PLT © 36" = 36" ON CENTER SPACING (2)2x6 SPF#2 POST. (2)2x12 ----�-- (2)2x12 i 2x4 BLOCKING @ 24" O.C. SHEATHING NAILER CRIPPLE STUDS @ 16"o.c, NAIL TO ADJACENT STUD w/3 -10d COMMONS WALL SHEATHING - (2)2X8 SYP#2_ PLATE 10d COMMONS-/ @ 6"o.c 2x4x12" LONG ADJACENT TO STUD. FASTEN TO HEADER WITH 2-SDWC15600 SCREWS. A (2)21x12 I N X N I SEE 3/S0.1 FOR BEAM CONN. (TYPICAL) ROOF TRUSSES 6x6 P.T. SY #2 POS w/ABU66. SEE DET/ _2/S0.1. (TYPICAL) 2X6 FLATWISE BLOCKING w/3-0.131 X3" EACH SIDE 2-SDWC15600 AT EA BLOCKING WALL SHEATHING CONTINUOUS. WALL SHEATHING CONNECTING BUCK AND PLATE w/8d @ 3" EACH SIDE WOOD FRAMED HEAD ABOVE SLIDING GLASS SYMBOL�) L_tLiLINU DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW 3/6 SHEARWALL SHEATHING TO BE APPLIED. 8d ® j DESIGNATES 8d COMMONS 0 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (22x8-1/2 OF PSUPPORTAHEADERG STUDS NEEDED ---- BEAM OR TRUSS, SEE PLAN ANCHOR LEGEND X �s" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 X5 A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 3a" A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR ® TOP PLATE, SEE DETAIL 12/S0.1 /�C RO ATER DIAMETER THREADED ��J�i�\"') ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 - SIMPSON HTT5 SEE DETAIL 15/S0.1 • SIMPSON DTT2Z SEE DETAIL 15/S0.1 SIMPSON LTT20B SEE DETAIL 15/S0.1 WALL STUD SCHEDULE LOCATION PLATE STUD SIZE HEIGHT & SPACING EXTERIOR 2x4 SPF#2 0 16" O.C. MAX EXTERIOR 10'-1 2x6 SPF#2 0 16" O.C. or MAX 2x4 SPF#2 0 12" O.C. EXTERIOR 10-1 TO 14'-0" 2x6 SPF#2 0 16" O.C. INTERIOR 10'-0" MAX 2x4 SPF#2 ®16" O.C. INTERIOR 12'-D" 2x6 SPF#2 0 16" O.C. or MAX 2x4 SPF#2 0 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 0 16" O.C. MINIMUM. SEE 3/SO.0 FOR ADDITIONAL ANCHORS AT SHEARWALLS COMBINED USE PANEL NOTES 1. EXTERIOR WALL SHEATHING SHALL BE CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST TOP PLATE. SEE DETAIL 1/S0.1 FOR SHEATHING SPLICE LOCATIONS FOR MULTI STORY CONDITIONS 2. SEE SHEET SO.0 FOR WALL SHEATHING SPECIFICATIONS. 3. UPPER MOST TOP PLATE SUPPORTING ROOF MEMBERS SHALL BE STRAPPED AS SHOWN IN DETAIL 1/SO.0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.0 GENERAL NOTES 1. SEE DETAIL 2/SO.0 FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 6/SO.0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.0 5. AT SHEARWALLS, PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 5/SO.1 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/S0.1 7, AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING AND HOLD DOWNS CS18 STRAPPING DETAIL CS18 STRAP w/ 10" END LENGTH. FASTEN I; THIS END W/ 9-10d. II WALL FRAMING-/ J ___ _-------- ___ IM NO NAILS REQUIRED FLOORI� IN CLEAR SPAN TRUSSES Il OR JOIST. I w WALL FRAMING I z I� O J CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. OFFICE COPY Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 k 'r0• Y 10.7 46 �Y c s YP STATE O .• � N • o C h r i s t o p h r I S a b o u r i n PE FLI PE#71461 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. FIRST FLOOR FI\f_% NG LAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF , DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. I'LAN NAME DAVENPORT -CLASSIC DESIGN/DRAWN/CHECKED CS / AS / LAP DATE 03.12.18 SCALE S NOTED LPA No. TO -18-00298 CONTROL No. 4059 SHEET 51.1 SHEET 6 OF 9 PORCH CEILING SHEATHING AT BOTTOM CHORD OF TRUSS SEE 2/S0.1 SIM. RAFTER TAILS, SEE DETAIL 8/SO.2 CHIMNEY FRAMING SEE / DETAIL 13/SO.2. / ti / SIM. / 2 j co O H O 8 RAFTER TAILS, so.2 SEE DETAIL 8/SO.2 5 H TS16 S0.0 T16 I: U06 SHEATH CONT THRU LOW ROOF TO BOTTOM CHORD f OF FLOOR TRUSS T07 VO4 IN I I 0 0 0 V 0 FG05 I (2)HTS16 I /FG011'J co co N J l 0 0 0 0 �< = LU I ~ @ z I ('0 Y I N I U I O I I I I I I - SHEATH WALL CONT. THRU LOW ROOF TO BEAM BELOW I I 02 I I � I O 00 L— CD - 0O CD O N O O LL LL LL AVZZXZMZZAZ T15 (2)HTS16 5 So.o VOUTLOOKERS, SIM SEE DETAIL 8/SO.2 SIM. 1 i (2) TS16 S O.1 0 0 0 0 0 LL LL { i lL / 0 c, \ " f I, OU TLOOKERS, SEE SIM5 DETAIL 8/S0.2 SIM. SO.0 r—HTS16 SHEATH WALL CONT. V21 THRU LOW ROOF TO GIRDER BELOW II II 11 1 I V<< (2)HTS16 0 _ I (2)MSTA2 I V23 fJIM - I V24 I f II I SHEATH CONT THRU SIMIMINI Elm ii "\—LOW ROOF TO IST P, E 11 Mpg _L lmimimimiml INS (2)HTS16 OR (2)MSTA 4 NiV'IIIIIIIIIIIIIIIIIIIZ V21 11 11 1 11 (2) TS16 V2 M M eo 00 00 I I uM- Ioi I IF- H . F Floor Truss Connector Products Manuf Product PlotlD Length Product Plies Net Qty FBM2 20-05-00 FBM1 14-09-00 onCENTERO LVL 2.0E 1 3/4" x 16" onCENTERO LVL 2.0E 1 3/4" x 16" 2 2 2 2 Floor Truss Connector List Manuf Product Qty USP THD26-2 USP THD46 2 13 TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH 2-12D TOENAILS 1—SIMPSON SDWC15600 SCREW UNLESS OTHERWISE NOTED FLOOR AND ROOF TRUSS PLACEME T PLAN SCALE: 1/4' = 1'-0" \11ii 001� 00 QO 41::' 4 N N 1� lt�N_ H T1 5 8 SO.o VOUTLOOKERS, SO.2 SIM SEE DETAIL 8/SO.2 SIM. RAFTER TAILS, SEE DETAIL 8/SO.2 1 PORCH CEILING SHEATHING SYMBOLS LEGEND E� 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.0. 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 STUD DIRECTLY BELOW TRUSSJ TOP PLATE TO SDWC15600 STUD SDWC15600 TRUSS TIE DOWN WITH SIMPSON SDWC Rafter to Top Plate shown Truss to Top Plate similar Optimal 22)x' /\ AT BOTTOM CHORD OF 10. D' TRUSS SEE 2/S0.1 SIM. 30• 2 u1 RAFTER TAILS, 0C So.1 ° o 0OR SEE DETAIL 8/SO.2 STUD DIRECTLY SIM. F- V BELOW TRUSS II I Q Christopher J Sabourin PE Y2"Max J SDWC15600 TOP PLATE TO STUD SDWC15600 ote: 1. Sloped—roof rafters may be sloped up to and including a 12:12 be "birdsmouth" pitch and must cut. 2. Reference detail 4 for installation instructions. SIM- SI PSON SDWC INSTALLATION RANGE 2 420 Osceola Avenue fax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA 48344 SC: CA# 3579 of CD W I S,w1g STD NOT DIRECTL UD NOT DIRECT L KLOW TRUSS 1�0. 46 : z o ° u1 I 0C e SCAT ° o 0OR ( � ,j � E- F- V SIM- SI PSON SDWC INSTALLATION RANGE 2 420 Osceola Avenue fax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA 48344 SC: CA# 3579 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. � . AN / I of CD W I S,w1g STD NOT DIRECTL UD NOT DIRECT L KLOW TRUSS 1�0. 46 : z o ° u1 I 0C e SCAT ° o 0OR ( � ,j � 1 II I Q Christopher J Sabourin PE FL PE#71461 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. � . AN / I SDWC INSTALLATION RANGE 14'" 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 C AT TOP PLATE SPLICE STUD NOT DIRECTL 111 BELOW TRUSS FLOOR AND ROOF TRUSS PLACEMENT PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IFA DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME DAVENPORT—CLASSIC DESIGN/DRAWN/CHECKED CS / AS / LAP DATE 03.12.18 SCALE AS NOTED LPA No. TOLL -18-00298 CQNTROL No. 4059 SHEET S1.2 SHEET 7 OF 9 of CD W I Q STD NOT DIRECTL UD NOT DIRECT L KLOW TRUSS z O Jo not install SDWC in Hatched area B LOW TRUSS SDWC15600 O rl SDWC15600 Note: Reference detail 2a for installation angle limit i ( � ,j � SDWC INSTALLATION II I Q Rafter to Top Plate shown (Truss to Top Plate similar) J SDWC INSTALLATION RANGE 14'" 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 C AT TOP PLATE SPLICE STUD NOT DIRECTL 111 BELOW TRUSS FLOOR AND ROOF TRUSS PLACEMENT PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IFA DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME DAVENPORT—CLASSIC DESIGN/DRAWN/CHECKED CS / AS / LAP DATE 03.12.18 SCALE AS NOTED LPA No. TOLL -18-00298 CQNTROL No. 4059 SHEET S1.2 SHEET 7 OF 9 of CD W I W MM W UD NOT DIRECT L KLOW TRUSS Jo not install SDWC in Hatched area O 0 SDWC15600 i ( � ,j � SDWC INSTALLATION RANGE 14'" 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 C AT TOP PLATE SPLICE STUD NOT DIRECTL 111 BELOW TRUSS FLOOR AND ROOF TRUSS PLACEMENT PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IFA DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME DAVENPORT—CLASSIC DESIGN/DRAWN/CHECKED CS / AS / LAP DATE 03.12.18 SCALE AS NOTED LPA No. TOLL -18-00298 CQNTROL No. 4059 SHEET S1.2 SHEET 7 OF 9 SYMBOLS LEGEND - DESIGNATES SHEARWALL, THE H )DEN ------- LINE 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 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 3's, A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 A307 SHEATH WALL CONT. X5 TH FADE DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/S0.1 0o THRU LOW ROOF TO (2)2x6-1 /1 (2)2 6-1 /1 GIRDER BELOW ®" A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 %" A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR ( TOP PLATE, SEE DETAIL 12/SO.1 SHEATH CONT THRU LOW I (t V) G�� i m LLJ ROOF TO BOTTOM CHORD OF FLOOR TRUSS J i i ( O SIMPSON HTTS SEE DETAIL 15/S0.1 J i o N - I I < _j I m • SIMPSON DTT2Z SEE DETAIL 15/SO.1 N I Q m -a cn cn i I m wp Q 1m W SIMPSON LTT20B SEE DETAIL 15/S0.1 WALL STUD SCHEDULE I PLATE STUD SIZE Qi i LOCATION HEIGHT & SPACING 3 I I EXTERIOR MAX < " 2x4 SPF#2 0 16" O.C. 1 I EXTERIOR 1o'-1 2x6 SPF#2 ® 16" O.C. or MAX 2x4 SPF#2 ® 12" O.C. 10'-1 To 2x6 SPF#2 016" O.C. SHEATH CONT THRU EXTERIOR ,4'-D" I I LOW ROOF TO 1 ST 10'-0" LEVEL BOTTOM PLATE INTERIOR MAx 2x4 SPF#2 0 16" O.C. INTERIOR 12'-0' 2x6 SPF#2 ® 16" O.C. or MAX 2x4 SPF#2 ® 12" O.C. I STUD NOTES N 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE I 0 0 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. '__1 CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. J - 0-) I Q 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN LJYELLOW PINE. 11 El- 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. Q I m 0 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS 1 I- J TO CONCRETE SLAB w/16d MASONRY CUT NAILS ® 16" O.C. U% W MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT m SHEARWALLS I -CS18 COMBINED USE PANEL NOTES N I 1co 1. EXTERIOR WALL SHEATHING SHALL BE CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST W N C CS18 TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING SPLICE LOCATIONS FOR MULTI STORY CONDITIONS U 2. SEE SHEET SO.0 FOR WALL SHEATHING J LLJQ i Q D SPECIFICATIONS. Ed <G' I m \ 3. UPPER MOST TOP PLATE SUPPORTING ROOF w I MEMBERS SHALL BE STRAPPED AS SHOWN IN m I CS18 Q BOTTOM OF STUD . F__ _j DETAIL 1/SO.O Q ?� I WHERE NOTED. SEE DETAIL _j Q 4. INSTALL SOLE PLATE ANCHORS PER DETAIL o AT BOTTOM RIGHT OF PAGE. Q 3/so.0 m I a GENERAL NOTES I < bj 1. SEE DETAIL 2/SO.0 FOR WALL FRAMING DETAIL. SHEATH WALL CONT.(f)SEE WALL STUD SCHEDULE THIS SHEET FOR STUD THRU LOW ROOF TO I OJ SIZES AND SPACING, AT GIRDERS AND BEAMS, BEAM BELOW I PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER I �N� �m s, .I PLIES. G 2. SEE SHEET SO.0 FOR ROOF AND FLOOR ---�" - SHEATHING SPECIFICATIONS. (2)2x6-1 /1 (2)2x6-1 /1 (2)2x6-1 /1 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 6/SO.0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.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 THIS END W/ 9-10d. II II II II WALL FRAMING w L7 I p ------------- w I NO NAILS REQUIRED FLOOR IN CLEAR SPAN TRUSSES OR JOIST. w� WALL FRAMING I� Z I o w III � J II CS18 STRAP W/ 10" END LENGTH. FASTEN THIS END W/ 9-10d. SECOND FLOOR FRAMING PLAN SCALE 1/4" = 1'-0" OFFICE COPY Lou Ponti<o and Associates, Inc. 420 �sceola Avenue Jax. Bealch, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 E i�O 14 1 k° STA ,JO • '' f�+y �, 0 p ••C�/� �~4 �®''ice �tb °*aa.n®� y1� 1♦�'1Y.��� OVAL Christopher J Sabourin PE FL' PE#71461 REVISIONS DATE I 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. J J 0 D w Z m O U SECOND FLOOR FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME DAVENPORT -CLASSIC DESIGN/DRAWN/CHECKED CS AS /LAP DATE 03.12.18 SCALE AS NOTED LPA No. TOL4-18-00298 C NTROL No. 4059 SHEET S1.3 SHEET 8 OF 9 11 • GABLE END < (12 — BRACE GEB 1 So.2 / SEE 12/S0. T_7 I T28 >T28 IT128 I T _8 T 8 T8 ____._._. T _8 T28 ' > T2\ iI �( s > T T 8 T 8 T 8 T28 T _8 T 8 T28 -- T _7 0 12 GABLE END SO.2 BRACE GEB01 SEE 12/SO.2 USS / ROOF RAFTER NOTES: STRAPPING NOTES 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH 2-12D TOENAILS & 1—SIMPSON SD C15600 SCREW UNLESS OTHERWISE NOTED ROOF TRUSS PLACEMENT PLA SCALE: 1/4" = 1'-0" SYMBOLS LEGEND TS16 1 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET S0.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.O. 4. WHEN USING (2)H2.5T CLIPS ON 1'/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. TRUSS FASTENING DETAILS TOP PLATE TO STUD SDWC15600 TRUSS TIE DOWN WITH SIMPSON SDWC �PTUF_D_1RECTJLYBELOW TRUS SDWC15600 Rafter to Top Plate shown Truss to Top Plate similar ATE TO DWC15600 Sloped—roof rafters may be sloped up to and including a 12:12 pitch and must be "birdsmouth" cut. SIMPSON SDWC INSTALLATION RANGE IIBEILOWSTPD NTRU D ISR ECTLYII S S 0 15600 Reference detail 20 for installation onale limit INSTALLATION Rafter to Top Plate shown (Truss to Top Plate similar) Overh STUD NOT DIRECTLIJI BELOW TRUSS III ®Do not install SDWC in hatched area 1 1/2" MIN 2" MAX SDWC15600 INSTALLATION RANGE 14"" 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 C AT TOP PLATE SPLICE STUD NOT DIRECTL OFFICE COPY Lou Fonti-o and Associates, Inc. 420 sceola Avenue Jax. 6e#h, Florida 32250 Ph. 242-01908 Fax. 241-9557 FL: CA # 344 SC: CA# 3579 a g STA O Christopher J Sabourin PE FI PF971461 FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO E ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR IN5PECTION FEES. T Z U LD 4< Lf)w wGo ❑ U w T z pZa m J vwi J Q 0 CDz 00 00 J U i 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 DAVENPORT—CLASSIC DESIGN/DRAWN/CHECKED CS I AS / LAP DATE D3.12.18 SCALE AS NOTED LPA No. TOLL -18-00298 CONTROL No. 4059 SHEE1 SIA SHEET 9 OF 9 I CD Uj O Z LL. ~1 O z Z o�w oc a ce oc z °° LU J O a i w Q > H ca 0 LIJ -n 0 oo= M = F - Q tz; z 0 3: O LU owo oho �=o U LU Uoa WZz =ate 0 LU O J =z< 0 o LL. oar Ucem LLJ 0 UU o 0 v or-� CV Li w z z 0° ~ z CeV)a LU C1. 0z w ma> O J J < a 0 LU c=n Ooogc J O oor oh a O z =mo ZLn0Z w ca —i J w ¢ o 0 U) w Ocn�w Q � U oc m z p > O QZZwo g Ln LU w O F- Uj 107 Co Joe z U-1 W >o w Z cn—_3¢ LUU)Q w oc vi Ln ooZw w = � p Q Z) Q w � Ur) LU zoW� U)2� OOLn z a. U) z0 O ane 0a M 5L > g w z ED w z z U w O aa _ < LU Z= Z O -L z P-4 LLJ wce°o paLU V2�_ Qt50� Uwaow z J J z J LL. O O w Q U I— O 1rij ABBREVIATION LIST Abbrev. Description Abbrev. Description Abbrev. Description # & - @_ _ A/C NUMBERF.P. AND EQUAL R AT __ _ AICONDITIO_ NING FRT. FT. FTG. F.O.M. FIREPLACE FRONT FEET FOOTING_ _ FA CE OF MASONRY PT. LD. PWD. PLW. R �POINT LOAD POWDER PLYWOOD RISER ABV. ADJ. ABOVE ADJUSTABLE GAL GALLON RA RAD. RETURN AIR RADIUS A.F. ABOVE FLOOR G.A. GAUGE REF. REFRIGERATOR A.F.F. 1ABOVE FINISHED FLOOR GD GARAGE DOOR REINF. REINFORCING AHU AIR THANDLING UNIT GFI GROUND FAULT INTERRUPTER RM. ROOM ALT. ALUM. ALTERNATE ALUMINUM _ GL G.W.B. GLASS _ GYPSUM WALL BOARD R.O. RQD. ROUGH OPENING REQUIRED GABLE END WALL DIFFUSER LAYOUT M 1.18 IFIRST FLOOR DIFFUSER LAYOUT o rn 'q 00 INSULATION R & SH ROD & SHELF B.B.Q. BARBECUE H HIGH R.W.C. RAIN WATER CHANNEL BD. B.F.F. BOARD BELOW FINISHED FLOOR HB_ HD. / HDR. HOSE_ BIBB HEADER _ SF / SQ. FT. SQUARE FEET BOTT. BOTTOM HGT. / HT. HEIGHT SGL SINGLE BR. BRICK HORIZ. HORIZONTAL SHT. SHEET_ BKFST. BREAKFAST WIND DESIGN BASED ON: ASCE 7-10 SH. SHELF WIL.WILLIAMSBURG _ INSUL INSULATION _ SHWR. SHOWER CALC. CALCULATIONS INT. INTERIOR ---SL.-SLIDER PLUMBING C.J. CONTROL JOINT I.L.O. IN LIEU OF SPECS SPECIFICATIONS _CL_ CLG CENTER LINE_ CEILING KS KNEE SPACE S.P.F. _ SPRG. PT. SPRUCE PINE FIR SPRING POINT CMU CONCRETE MASONRY UNIT (2017) ACCESSIBILITY X Iry PLAN FOR ACTUAL PRESSURES: STD. STANDARD C.O. CLEAN OUT L LONG STL. STEEL COL. COMP. COLUMN COMPRESSOR LAV LDRY LAVATORY _ LAUNDRY STOR. STORAGE CONC. CONCRETE LIN LINEN _ T TOP CONT. CONTINUOUS LT LAUNDRY TUB _� T&G TONGUE & GROOVE DB. DOOR BELL M.B. 'MASTER BATH TEMPS THK. TEMPERED THICK DBL. DOUBLE MAX MAXIMUM T.O. TOP OF DR. & SH.DOUBLE ROD & SHELF M.C. MEDICINE CABINET _ T.0.B.B. TOP OF BOND BEAM ......___ DECO. DET. _ _ DECORATIVE DETAIL MFR. MIL. MANUFACTURER MILLIMETER TR. TRAN. TREAD TRANSOM DIA. DIAMETER MIN. MINIMUM TYP. _ TYPICAL DIM. DIMENSION MIRR. MIRROR COUNTER UNLESS..�... NOTED OTHERWISE _ DN DR. DOWN 'DOOR MLDG. _ M.P.H. MOLDING _ MILES PER HOUR .UCUNDER U.N.O. DS. DOWNSPOUT MT METAL THRESHOLD LU D.S.S. DW DENSE SELECT STRUCTURE DISHWASHER _ N.T.S. _ _ NOT TO SCALE V.B. VERT VAPOR BARRIER VERTICAL DWG. DRAWING SERIAL NUMBER1014.0 V.T.R. VENT THROUGH ROOF O.A. OVERALL E EGRESS O.C. ON CENTER W WIDE_ E.E. EACH END O.H. OVERHEAD W/ WITH E.W. EACH WAY OPT. OPTIONAL) W.C. WATER CLOSET EL. ELEVATION OPNG. OPENING WD. WOOD ELEC. ENCL. ELECTRICALOSB ENCLOSURE _ PED. _ ORIENTED STRAND BOARD PEDISTAL SINK WDW. W.I.C. WINDOW WALK-IN CLOSET ENG. ENGINEERED POLY POLYVINYL WP GFI WATERPROOF GFI EQUIP EQUIPMENT P.S.F. POUNDS PER SQUARE FOOT W.W.M. WELDED WIRE MESH EXT. EXTERIOR P.S.I. POUNDS PER SQUARE INCH W.W.F. WELDED WIRE FABRIC �FIN.FLR. IFINISH _ FLOOR PSL PARELLEL STRAND LUMBER FLR. IFLOOR P.R. POWDER ROOM FND. IFOUNDATION P.T. PRESSURE TREATED i �J F I I I MA,11051 GRAPHICS LEGEND PARTIAL SECTION DETAIL # DRAWING # DUILUiNU JLI, I WN DETAIL # - ___ DRAWING # / --- INTERIOR E DETAIL # DRAWING # )ETAIL ETAIL # RAWING # THIS WING AND 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 CEILING HEIGHT CHANGE FIRST FLOOR SECOND FLOOR 2285 755 TOTAL LIVING AREA 3040 SQ. FT. CENTER LINE COVERED ENTRY 238 SPANISH TILE Ilk GARAGE(s) ELEVATION MARKER TOTAL ® SHAKE SIDING Air SLAB RECESS FIRST FLOOR PLAN SECOND FLOOR PLAN ® SIDING ....... Ovan G. Drummond, AIA FRAME BEARING WALL AR 96399 Manuel Gonzalez, AIA BRICK 1--- A5.1.18 -- � _.___- _--- _...._...._ INTERIOR WALL' (NON-BEARING) .......... .___ A5.2.18 STUCCO FINISH ® BUILDING SECTIONS _._ CMU MASONRY WALL A7.18IBUILDING L-1If, -_ EARTH ® o rn GABLE END WALL DIFFUSER LAYOUT M 1.18 IFIRST FLOOR DIFFUSER LAYOUT o rn 'q 00 INSULATION ® 4 FRAMED KNEEWALL DECORATIVE STONE 0 E2.18 DROPPED SOFFIT -j o PRE -CAST LINTEL/ HEADER LU DESIGN CRITERIA TWO STORY: FIRS FLOOR - FRAME SINGLE FAMILY RESIDENCE: GROUP R3 SECOND FLOOR - FRAME BUILDING TYPE V - B L c ap N Ln RISK CATEGORY: II DESIGN BASED ON FLORIDA BUILDING CODE WIND DESIGN BASED ON: ASCE 7-10 6TH EDITION (201r(2017) 03 WIL.WILLIAMSBURG _ F.B.C. 6TH EDITIO) RESIDENTIAL ULTIMATE DESIGN WIND SPEED = 130 MPH F.B.C. 6TH EDITIO MECHANICAL NOMINAL DESIGN WIND SPEED = 101 MPH F.B.C. 6TH EDITIO) PLUMBING EXPOSURE: B F.B.C. 6TH EDITIO (2017) ENERGY ENCLOSED BUILDING INTERNAL +,18/-.18 viE CONSERVATION 19 20 PRESSURE COEF.: HERITAGE _ F.B.C. 6TH EDITIO (2017) FUEL GAS FOR WINDOWS/DOORS, SEE FLOOR F.B.C. 6TH EDITIO (2017) ACCESSIBILITY X Iry PLAN FOR ACTUAL PRESSURES: NATIONAL ELECTRIC CODE 2014 (NFPA 70) FEMA RULES & REGULATIONS N.F.P.A. 1012014 SCL. ASCE 7-10: MINIMUM DESIGN LOADS THIS WING AND 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 2285 755 TOTAL LIVING AREA 3040 SQ. FT. F FL ­ COVERED ENTRY 238 _ COVERED LANAI 219 GARAGE(s) 444 TOTAL 3941 SQ. FT. LIST OF DRAWINGS CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. CLASSIC ELEVATION February 8, 2018 C1 GN1 COVER SHEET - Index of Drawings ._ �... __.._ 1GENERAL NOTES F FL ­ FOUNDATION PLAN el Gon2d1� A1.18 IFOuNbAffd A1.N LAB LAYOUT _ _ __ ON' PLAN, NOTES, SCHEDULES, &DETAILS - FLOOR PLAN A2.18 A3.18 FIRST FLOOR PLAN SECOND FLOOR PLAN A3.N FLOOR PLAN NOTES, SCHEDULES, & DETAILS Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA EXTERIOR ELEVATIONS A5.18 FRONT ELEVATIONS AR 96730 A5.1.18 _&_SIDE REAR & SIDE ELEVATION, & ROOF SLOPE PLAN A5.2.18 EXTERIOR ELEVATION DETAILS BUILDING SECTIONS _._ W A7.18IBUILDING SECTIONS [� o rn DIFFUSER LAYOUT M 1.18 IFIRST FLOOR DIFFUSER LAYOUT o rn 'q 00 M2.18 SECOND FLOOR DIFUSSER LAYOUT 4 U ELECTRICAL LAYOUT IRST FLOOR ELECTRICAL LAYOUT E1.18 _ ]SECOND E2.18 FLOOR ELECTRICAL LAYOUT -j o LU STANDARD NOTES & DET_AILS D3 STANDARD NOTES & DETAILS T i D7 STANDARD NOTES & DETAILS U-� D8 STANDARD NOTES & DETAILS w ASL L c ap N Ln HOUSE ELEVATION ABBREVIATIONS ABBR. FULL NAME ELEV. CODE µ MAN. MANOR ' 03 WIL.WILLIAMSBURG _ n %D o k 07 PRO. CHA. PROVINCIAL _ CHATEAU 08 09 VER, VERSAILLES 10 CLA. CLASSIC z 18 M_ED.MEDITERRANEAN TRA. _ COU. TRADITIONAL COUNTRY MANOR21 o ; 0 � 19 20 HER. HERITAGE _ > 22 CMN. MSN. CIMMARON MISSION 28 30 CFT. CRAFTSMAN 31 SCL. SPANISH 32 BOR. BRO. _COLONIAL BORDEAUX � 33 39 REN. _BROUGHAM RENAISSANCE LU 40 VIE. VIENNA W �U 41 TUS. CLS. TUSCAN CALAIS 44 46 ITV. ITALIAN VILLA 58 PBC. PALM BEACH 80 CRB.CARIBBEAN CST. COASTAL LU 81 82 Ce LUco o C7 M W W �O U U U Q W m z Q 00 O ;.O 00 fV F— LU V) Z Q F- 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. February 8, 2018 °„rte,, F FL ­ el Gon2d1� c� 30 ; L; Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W [� o rn Li o rn 'q 00 �.`00 4 U W >co^ co cfn -j o LU Y_j LL- T i Z L LL d U-� CL < o 0 au -a o a w ASL L c ap N Ln 00 EOE V1 T p N U n %D o k 0 N O Ut z z gg� , & o ; 0 � LLJI r!LLJ > i I o � U �-+ O V) LU CL W �U Uja o I QQ i N LU J LU Ce LUco o C7 M l iLU LU U � LU Uj o LU LIJ U SERIAL NUMBER1014.0 0 zLL- .0 p z z Q O � 0LU w x LU cc � 3- ce cC Z mJ O w LL wceO CL0 i w >H O p O = z = i- p�0 w z O > O w O F- p w z �=o UU)< Uj O C2 d - LU ce O LU Z z = w �a� p w O J =0Q oce w Q d J U j:e m LU ce Q OO p O Ln ¢iLU ce V i w z 0° ~zz ce Ln Q Uj LU ~O z w ma> -j O J J O Q LU O U O cl� O wcl-n� b 0-0 O CLO Z LU pcwn0(�.7 Q w cn m m w J � ED Q 0 p z x p w wEn J w LU U2 ce m z p > Ow O x 02:LU cnw0Z _ U O F-9wF- p p Q w 0 LU Z JZ w % a a ce LU LU p 0 cC oo ?w . � LU Q = p w � w � z O w zzzU_ O O cn Z a c/) 0 pbOF- zw,__,Q a o cn w > �Edpz W tL Z Q LU LL - z U w O QQ ice LU w i z=zo LU � m p z= O F- P -4 p Q 0 0 w m w F.-,ZJ�4 J Z J U_ O O w Q U H O GENERAL NOTES 1. IT IS THE SUBCONTRACTORS SOLE RESPONSIBILITY TC DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO , THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE -DOW S MAY BE NECESSARY. STRUCTURAL DESIGN CRITERIA LIVE LOADS: ROOF WELDED WIRE FABRIC SHALT_ CONFORM 20 PSF (REDUCIBLE) RESIDENTIAL FLOOR, UNLESS OTHER AIISE INDICATED 40 PSF BALCONIES/DECKS ALL STIRRUPS AND TIES 40 PSF STAIRS POLYPROPYLENE FIBERS FOR SLABS C 40 PSF ATTIC WITHOUT STORAGE 10 PSF ATTIC WITH STORAGE ASTM C90-01, STANDARD WEIGHT UNITS, 20 PSF HABITABLE ATTICS CONCRETE GROUT 3000 PSI CONTINUOUS 30 PSF SLEEPING ROOMS DURING CONSTRUCTION 30 PSF CONCRETE CONCRETE UNLESS OTHERWISE INDI ATED 3000 PSI STRENGTH @ 28 DAYS REINFORCING: WELDED WIRE FABRIC SHALT_ CONFORM TO ASTM A185 OF PLO ALL REINFORCING BARS ASTM A615-60 60,000 PSI ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI � � POLYPROPYLENE FIBERS FOR SLABS C N GRADE MINIMUM 1.5 LBS. OF FIBERS PER CUBIC YARD CONCRETE ASTM C90-01, STANDARD WEIGHT UNITS, fm= 1500 PSI MORTAR TYPE "S" 1800 PSI MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED UNITS: DURING CONSTRUCTION AR 96730 STRUCTURAL ALL STRUCTURAL AND MISCELLANEOIUS STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD STEEL: WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 WOOD BEAMS, RAFTERS, JOIST, PLATES: U.N.O. NO. 2 SOUTHERN YELLOW PINE (19% M.C.) FRAMING: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR, or OSB FLOOR SHEATHING: T&G A -C GROUP 1 APA RATED (48/24) WALL SHEATHING: PLYWOOD C-C/C- , EXTERIOR OR OSB VERSA LAM BEAM: Fb = 2900 PSI (2.OE) WOOD COLUMNS: PARALLAM 2.0E U.N.O. WOOD ROOF DESIGN LOADS: TRUSSES: TOP CHORD LIVE LOAD: TOP CHORD DEAD LOAD: BOTTOM CHORD DEAD LOAD: TOTAL: WIND UPLIFT RESISTANCE: SEE DRAWINGS FOR SPECIAL CONCH UPLIFT AS PER SPECIFIED CODES, DE LOAD, BUT NOT EXCEEDING ACTUAL I WOOD FLOOR DESIGN LOADS: TRUSSES: DEAD LOAD: LIVE LOAD: TOTAL: FOUNDATION/SITE PREPARATION: SHINGLE ROOF: TILE ROOF: DOORS & WINDOWS ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN HEIGHT & 5.7 SQ. FT.. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54" A.F.F. WINDOWS GREATER THAN 72" ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT GREATER THAN 24" OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2. THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. WINDOWS INDICATED WITH (E) OR (EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. CODE W/ RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24. ALL GLASS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS, ALL GLAZING AT TUB AND SHOWER ENCLOSURES AND WINDOWS LESS THAN 60" ABOVE STAIR LANDINGS OR TREADS SHALL BE TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2014 FBC 2411.1.2 SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1% INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK, OR 20 MINUTE FIRE -RATED DOORS. WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, TO FIT WINDOW OR DOOR SIZES, PRESSURE TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4" DIA. x 3 1/2" TAPCON SCREWS, 6" FROM EACH END AND 12" C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ (2) ROWS OF 10d NAILS AT 10" C/C. WIND BORNE DEBRIS REGION EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. GYPSUM WALLBOARD PROVIDE 1/2" NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8" TYPE "X" GYP. BOARD ON ALL GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2" GYP. BOARD APPLIED TO THE GARAGE SIDE. HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8' ABOVE FINISHED FLOOR, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" INCH GYPSUM BOARD. GLASS BLOCK MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S - 1800 psi AT 20 DAYS EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. BUILDING IDENTIFICATION 20 PSF 20 PSF APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH 10 PSF 20 PSF POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4" TALL AND 1/2" THICK AND CONTRAST WITH 10 PSF 10 PSF THEIR BACKGROUND. 40 PSF 50 PSF STUCCO 10 PSF 10 PSF ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8" THREE COAT STUCCO TED LOADS. DESIGN FOR NEW WIND FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL PING A MAXIMUM OF 5 P.S.F. DEAD PLYWOOD PANELS. LOAD. CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. 20 PSF 40 PSF 60 PSF 1. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL B-ARING PRESSURE OF 2,500 PSF, FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR ERMITE PROTECTION. 2. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEOTECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEOTECHNICAL ENGINEER'S REQU REMENTS SHALL BE RECOMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AE DIRECTED BY THE ENGINEER. 3. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEOTECH. ENGINEER. TERMITE SPECIFICATIONS: SECTION R318 PROTECTION AGAINST TERMITES TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES AP LIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE A PREVE TIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLI NCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTE: 1) METHOD OF TREATMENT SHALL BE APPROVED 13Y THE GOVERNING JURISDICTION "LIQUID BORATE OR BORA-CARE" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIE_D TREATED TO PREVENT INSECT INFESTATION. OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. OUTDOOR KITCHENS ALL CONSTRUCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR GRILLS OR COOKTOPS. onlr"noar.F METAL AND WIRE LATH: 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. 2. ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL BE PLACED NOT MORE THAN 6 INCHES APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST % INCH AND BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LOH SHALL BE ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. 11 GAUGE, BARBED, GALVANIZED OR BLUED NAILS 1%" INCHES LONG HAVING A HEAD NOT LESS THAN INCH IN DIAMETER. MIRRORS MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. u v e r AIOTGC THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: MECHANICAL,RESIDENTIAL, AND ENERGY CONSERVATION MOUNT ALL THERMOSTATS AT +4'-0" ABOVE FLOOR. ALL INTERIOR & EXTERIOR MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES. THE H.V.A.C. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. ELECTRICAL NOTES THE DWGS. ARE DIAGRAMMATIC & INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR TO THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL. CODE & ALL CODES, REGULATIONS & RESTRICTIONS HAVING JURISDICTIONS. GROUND -FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED OUTDOORS, IN BATHROOMS, & GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE) TO NON -SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE PROVIDED W/VISIBLE "POWER ON INDICATOR" AND A TEST BUTTON WITH BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. ALL ELECTRICAL SWITCHES SHALL BE 48" A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6" FROM EDGE OF OPENINGS. ALL WALL RECEPTACLES SHALL BE 12" A.F.F. UNLESS OTHERWISE NOTED. ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC -FAULT INTERRUPTER PER NEC 210.12 CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY, THE LOCATION OF SERVICE AND SHALL LOCATE METER AND PANEL AS REQUIRED. VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS. ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30" A.F.F. IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM, BEDROOM, RECREATION ROOM, BATHROOM, GARAGE, BASEMENT, LAUNDRY AND OUTDOOR AREA, ALL 125 -VOLT, 15- AND 20- AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. THERE ARE NO EXCEPTIONS. PLUMBING NOTES THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: PLUMBING AND RESIDENTIAL ALL HOSE BIBS SHALL BE FURNISHED W/ BACK FLOW PREVENTERS AND BE MOUNTED 26" ABOVE GRADE. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. cu01A1PD PPAr) HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE 7'-4" HEIGHT OF SHOWER HEAD AT SECONDARY BATH SHALL BE 6'-10" GENERAL NOTES ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. DRAWINGS SHALL NOT BE SCALED. INSTALL SOFFITS PER FBCR R703.1.3 AND R616. SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). [,' E0 E0 TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. OF PLO U Gon� S � � Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj o M w ,-� 00 00 Z LU I LLI 00 > p u . Ln ® ', < LUL M LL tj Z z a Z R j %Ji Q) -0 Op tf c: 00 L 00 , raM= E _ d a. 0 N U .,..R �0 O N 6. 3 i QI U_ Z ^4 _ i LU �_u i Q Q Z ne i z LL.' 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PAD 21.011 ♦I PAVERS o ON STEMWALL _ SLOPE PAVERS @ 1/8" PER FOOT 9'-311 GAS LINE FOR FUTURE GRILL - 00 1rn 21_011 I 81_311 10'-0" 51.811 4'-4" u 17'-9% GAS LINE 0 — TANKLESS WATER HEATER 6" PL MBI WALL Ln �IdAS LINE TO `:. , 1 Ln LuFIREPLACE �`� AIA ;� o ~ o ce "' N J O \`�♦ TYP. >-m�z _ ,-�r---- Cz PROVIDE FLOOR OUTLET 5'-711 9'-1011 — — VERIFY LOC. WITH TOLL BROTHERS P.M. PRIOR TO V-8" POURING :SLAB 6" PLUMBING WALL I � i ---- - 0 ' Jf 1 ---- 01 I -- oo p B A7.18 941-511 591.011 17'-7" 48"X48"X4" CON . PAD ie M__________ _----__ 3" ABOVE GRAD I II 1 11 1 11 I i1 21-111%11 2 -6 1-10 w 6 -4 , , 3'-11%" CD ii U) 11 si i 0 J Ln 36"X36"X4" PAVER PAD 3" ABOVE GRADE lD CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. I, ......... FINISHED FLOOR NOTE: FIN. FLOOR TO BE 18" - 1 � 2 911 v ' ��� AR 067 I' WATER o�\� r� r� SOFTENER I AR 96399 _ . � I � I � _ LOOP AR 96730 �-� _____=--------------� o PU1jNG AR 98560 ' 1'-11" 3'-2" X. � WALL m -16 6" PLUMBING o rn 5'-11 o 00 WALL 1- °+�' � L-______7 r �� I � p----_-- I 1 1 J Uj .. >00o 0 LU 1 I Uj � � a ua ap w - JI GAS LIN-E L_. J . < N " DRYER p J < ' ^ C) W V T111 4'-7 o N %am STEP F-71-172113 1 1 3 -------------------------- -F-OR -------- - --�.�U) lD CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. _. L-------------- 1 I.N TYP J, 0'-011 CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. February 8, 2018 FINISHED FLOOR NOTE: FIN. FLOOR TO BE 18" - 1 � MIN. ABOVE CROWN OF ROAD AR 067 r� r� Ovan G. Drummond, AIA AR 96399 1 AR 96730 �-� _____=--------------� Hernandez, AIA AR 98560 Sang-Yub Lee, PE I Lij o rn o 00 1- °+�' � LLJ I, Uj ° >00o 0 LU 1 Uj YU_1.6 a ua I' I ap w - �0 J . 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TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. February 8, 2018 s 0 1 � AR 067 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Lij o rn o 00 1- °+�' � LLJ V) N ,. 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SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS EXTERIOR SLABS SHALL SLOPE 1/8" PER -FOOT 3' AWAY FROM HOUSE__ __ PROVIDE 8"X 1A1/2" RECESS AT SLAB 4'PERIMETER (TYP. U.N.O.) _ 5 ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE INDICATES DOOR OPENING W.W.M. PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. PER PLAN /8L' (MIN.) SAWCUT x 1/4 OF LAB THICKNESS SEE OUNDATION PLAN FOR LOCATION SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, AS CONCRETE ALLOWS WITHOUT RAVELING 1 SAW CUT DETAIL A1.N SCALE: 3/8" = 1'-0" SECTION @ GAR. DOOR SCALE: 3/4" = 1'-0" PLAN VIEW RECESS IN SLAB GARAGE DOOR SLAB RECESS rW V W %W �W� RR mom 00 O 00 W V) z Q CD TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW, February 8, 2018 G E' fry T ° uai GOP I e c1 . `�• `r 2Y�� Affi.9 7'� Ovan G. 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FIELD VERIFY WINDOWS ARE I TEMPERED GLASS ENCLOSURE DRCI-IN TUB WITH AT LEAST 80" APA T AFTER I ON 48" HIGH WALL LpNG I GAS WATER I HEATER WOOD FRAMED DECK WINDOW CASING EE TOLL PM CABINETRY ONLY TEMPERED GLASS E LOSURE - I I BOTT, TO F.F.E. O HB N oO 'DOc .................. ........... .. .. .....71-811...• .. .......... ..... N 11 .�. I O . ......... ........... ML SPACE KNEE 611 1[, LL _c ` WATER SOFTENER LOOP .........:``w 161_911�I0 _71l 5'-[11I 231_11' I -1011 cnMT. o SHOWER ---/0 r'l t o I / 0 1 NICH 1 TWO CAR GARAGE 51-711 111-211 31-21' 1-111' = 121.011 1 10 z" ( 00 1 9 -0 CLG. o f? , -611 f�1 z0 STER BATH- MASTER 22"x54" ATTIC ACCESS >I / g �'' 101-0" CLG. Q1 BATH W/ PULL-DOWN STAIRS QI // 1 Ln ,• I I II i L.T. <I MASTER / h� MASTEO o,BEDRO M 10'-0" CLG. F o / CLG.O 42" VAN. L- — _— 0 I O -- 1 w :::::';:';:':;';'::':::.;:.;::.;.:::::.::.:.; — VTR _ _ N 1 — cD o - _ GAS D + T-11 O 1 CD z I I 1 I i I I 1 I 1 I I 1 COVERED LANAI 10'-0" CLG. I I I i O° °° ( I PAVERS `14 ON I I N O i �� I I q cn U-) I I - I I 1 BOX OUT BEAM TO COL. WIDTH I I (TYP,) I (REAR GAS LINE REAR GAS LINE I I FOR FUTURE FOR FUTURE (GRILL FIRE PIT I 1 0 N 21_011 81_311 101-311 6% N IAV S PA a \ SPACE1 \_ 0 51.7/11 21.4 2H� '-6% 3' 10%" - - 611 \\ LL ol 0. Q� �' STORAGE co lT _ 6l_011 of \ I _ 10"X10" AIR JUMPER ,I 9'-0" CLG = W.I.C. 1 z \ I LAUNDRY Ln I U) 0 101.0" CLG. u' 101.0" CLG. T 3'-411 P� „O LINEN "' - - -- G' I A \ I 36" HIGH RAILING W/ OOCL A3.N o & H (� TEP o I \ I PICKETS SPACED TO 9'-8 7 -6 2 -0 4 - 3 -7 M 2 - 2" I I \O MT. _ 201-91f\\ 6 0'61 / REJECT 4" SPHERE I 11 I II I 11 I II 1 11 , ,--{ I I I I O I 1 0 KS,I S L- - M GREAT ROOM M -0" CLG. M R Sly A3.N o I _ - _ --------- 101.011 CLG. I - - = - - - - �1"� 2'- 1 O R CESSED 0 611 "'-------- — —--------- r; 191.011 7'-9'211 11'-5V2" SF OWER NICH u1 81.01 111 �1 51-1111 18'� 81-0" M 71.411 1 1 ol 42" OPEN RAILING [-FLAT SOFFIT @ —� -�� / - � 1 „ �, I I _' VESTIBULE! I FOYER COVERED ENTRY W/ PICKETS 9'-0" A.F.F. TYP. „ MT' '^ SPACED TO REJECT U.N.O. hi 10 -0 CLG. 1 '-0" CLG. "' 14'-0" 10'-0" CLG. I I N '� O° A 4" SPHERE, TYP. _ N RS 1 11 I 11 1 11 - _ ,� _ N 1 N 4 88 4 5 6 1 0 6lT 2X6 WALL @ ,^i = 41.011 1 7'-411 O 31.81 1.11 1.71 O O 14'-0 I1 34 1/2 ROUGH_ 11 I 10 - BREAKFAST ARFA �r 0 00 1 - -1 I BEDRO_ 3 CLG. M I 1 10 -0 CLG! 611 - - 1 1 DINING ( r -L 21-91I ® _ 51_ VAN. 111_611 RnnM 1 I 1 FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" 771-011 941.5" SB 18 CLASSIC 71-211 1_211 COQ IMUNITY DEVELOPMENT ENT �, 0 VED . TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING LU r------- ---------- -� February 8, 2018 D/WG O F FL L ---' --------------'-J ©� H �r 0 00 1 - -1 I BEDRO_ 3 CLG. M I 1 10 -0 CLG! 611 - - 1 1 DINING ( r -L 21-91I ® _ 51_ VAN. 111_611 RnnM 1 I 1 FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" 771-011 941.5" SB 18 CLASSIC 71-211 1_211 COQ IMUNITY DEVELOPMENT ENT �, 0 VED . DITIONAL NOTES, SCHEDULES, & DETAI V BE FOUND ON THE AIN SHEET. TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING LU CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. CD February 8, 2018 O F FL ©� H W -j one ' O N � ■ n a U A A7.18 U = T-4 Manuel Gonzalez, AIA _ AR 96730 Javier U AR 98560 Q Sang-Yub Lee, PE W 72328 Uj CO ZD 011-0 U N Uj o 00 ZD N � Co Co z Buy U) c W Q O 0 w • i N Q M -a B 0 l.J U_ a , O 100 -0o co c i0 Cj- 00 TLnF �0 I _ O 1 O00B � N am, CL N U 36" HIGH RAILING W/ ................. )ICKETS SPACED TO tEJECT 4" SPHERE 100 ID N ON l� i U_ 0 LU V z Q DITIONAL NOTES, SCHEDULES, & DETAI V BE FOUND ON THE AIN SHEET. TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. February 8, 2018 O F FL ©� -j one AR 967 J ; a Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj 011-0 o ON Uj o 00 C)F- � � Co Co Buy U) c W 0 w • i N Q M -a B 0 l.J U_ a , -0o co c Cj- 00 TLnF B0 O00B � _, • am, CL N U .j %D o It B ID ON U_ 0 1 LU LU tz; 1 Lij LIJ� DC w U O 4 z U -j U I in Q i 0 i J LU J ce Z , oLU ca Cl �,. LU ° 00 i i 1 I I i i I i I �Z o (V O LL_ ce U_ 1014.0 Q i O U .i° W �L Q 0 0- O Z LL �O Z Z Q O 0 ems+ W cC � a OF - cc) cC Z J O W J U- W O � � O z LU Q LIJ ca >~ O oo= Z = f- 0�0 W ce I Lu 0>0 w 0 0 � � Z UU)a ce a 3: LU Z = Z W F- ce'--1 O W J F- zQ O ce0 0 J Ucem LLJ aUo cc O 0 n ace-� V L- W Z DO Z z ce LU ceQ- 0 0z 2E Uj ma> J� J J H J Q F-wc=n p O ' J 0 W v 15 ao9 0E - a O z =mo ZLU Lf) =0Z Q W m m w J � ED Q 0 0 �U) W� (n JW a�"'m cC z p > O Q Z LLJ Z O 2: LU _ � w O ce U Q on cc a z LU z z=o z (n J Q LU ce W QN Z � O Cie "' z W WU�o Q = O = in U.J z O w zZLLJ z� OOcn M 0 (n0 aW < O z cc F— > = w o z U5 LL Z Q U�wLL. ¢Z w f: O < LU L� ��~Z w V" e) Uj oo=� F- QbcOC� U W m W U 2 Z JOOw+- U F— 0 A7.18 A7.18 I I I I I I I I I I I I I I \ I 0 0 -- 2211 X 30" A IC ACCESS SECOND FLOOR PLAN SCALE: 1/4" = 1'-0" B A7.18 I 201.311 CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. 10'-12'1 71.3211 February 8, 2018 � VL. RECESSED ©' SHOWER (�)Ij NICHE G ............................................................ ♦ 1 1 1 BATH *s� M w }� ED Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 11 9'-0" CLG. 141-311 Javier Hernandez, - <: r' AR 98560 Sang-Yub Lee, PE 72328 �EDROOM ' r1 L U , -q OO ' 9'-0" CLG. 21-211 r1�N M 8'_611 ,--1 51-911 31-211 40 _1 _ .-11N 0 42" VAN. r-1 LLj O N M I _ Z OP W 22" X 36" O - Z .1 © ATTIC ACCESS -q o 2 Lt! V1 a a -7— I\X I - 1 • E R SH ¢ U N J 1 1 11 31.011 '_1. iij I 6VISTkIRS I 51-311 O o r1, N I 42" HIGH KNEE CONT. DN. WALL W/CAP HANDRAIL LL - 2 31.411 " 15'_2/411 (— I I LOFTI I M N 9'-0" CLG. c� NI c! >i >3 LL& � 1191.211 tu .. ..... ..... ..... ..... ..... ..... . ... ..... ..... ..... ..... ..... ... I \ .. . ..... ... . .. .... .... ..... .... .... ..... ..... ..... ..... ..... .... ..... ..... ..... ..... ..... ..... ..... 5'_62" 41_ " 41.21' In 20'_311 I I B A7.18 x CLASSIC COMMUNITY DEVELOPMENT APPROVED W W U U U Q W 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. February 8, 2018 G i fan 14 ♦ 1 1 1 / w }� ED Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj o rn L U , -q OO a F- Z LL"' (n N 0 L LLj O N M .1 .Z = Z -j -q o 2 Lt! V1 a a i C pp � � LA �000- • E J ¢ U N J �I �p O O r1, N LL - 2 0 , c! >i >3 LL& tu LLJ U ZUj V) W U LU 0 Q 0 � I J I I LUf cC W 01 0 M m 1 = 00 Z �0 00 M Lyo Z ,o IW Vi SERIAL NUMBER 1014.0 Q E.- 0 O U CL 0 a Vol O u 2r- LL. �z z 'Q�cn ZO tv w Lq cc �aoOc m CG Z J 0 w J W WF- CI_ mo z LU z Q >~' o oo= z=F- oho O w O woE~ wUj Ce LU Q Z a�o U Ln Q zz = Q w oc D LU OJ E- z< O o 00- JLU U oC m LU ace Uo oov ace ce- V i w m Z Z Z ceUj U)a a � z LU --j0 J J � J OQ W (n O o M J O ao� OC)e � OZ _ m LnO Qwu7'_' ca W Q U W En O (n _j W ag�m WZ Z O > 3: HO 2 u7 w(n =�W0 F-zwH- o<W0 wCz��Z ¢ En w Q ce Z Q o o O Wp ? w w U p agoM LU= Z O W Z Z Z Z OEn 0 Z O D Zw � Q o (n oc � a W a z � LU w z w w Z Q Z V O w Qw�,� z=zo c��~Z ((; tcne LMU oz=I.- �o�= < .0� Uj w cm w J Z J U_ J O O U- < Q V H O STAIR RAILING AND GUARD RAILING NOTE STAIR RAILING, STAIR GUARD RAILING, BALCONY RAILING, AND BALCONY GUARD RAILING, SHALL BE CONSTRUCTED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT ALONG THE RAIL IN ANY DIRECTION. IT MUST ALSO WITHSTAND A UNIFORM LOAD, NOT CONCURRENTLY WITH THE CONCENTRATED LOAD, OF 50 POUNDS PER LINEAR FOOT APPLIED ALONG THE RAIL IN ANY DIRECTION. INTERMEDIATE STAIR RAILS AND POSTS (IN -FILL) SHALL 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. 15 TREADS @10" W/ 1" NOSING RAILING @ 3611 2x12 WD. 1" NOSING,TYP. CARRIAGE \\" bo (3 REQ'D.) Ln 2x WD. TREADS TYP. 00 oc WD. 2x4 NAILER STUD WALLS THRUST BLOCK 1 STAIR SECTION A3.N SCALE: 1/4" = 1'-0" CLASSIC M GAS FIREPLACE z�FIREPLACE ELEVATION A3.N /SCALE: 1/4" = 1'-0" C STAIRS NOTE: 18 RISERS @ 7 9/16" 17 TREADS @ 10" I* ACTUAL STAIR RISER BE VERIFIED BY CONTRACTOR IN FIELD (�;7=DOOR TAG DOOR SCHEDULE DOOR CALL -OUT LOCATION TYPE SIZE REMARKS 1 THERMA-TRU INSULATED ENTRY DOOR 3'-0" X 8'-0" UPGRADED DOOR 2 HOLLOW CORE DOOR 2'-6" X 8'-0" EGRESS / VINYL -LOW E 3 DOOR 2'-8" X 8'-0" SELF-CLOSING, SOLID WOOD NOT LESS THAN 1-3/8" / OR 20 - MINUTE FIRE - RATED 4 HOLLOW CORE DOOR 2'-0" X 8'-0" VINYL -LOW E / TEMPERED 5 NOT USED 24 1/2" X 24 1/2" VINYL -LOW E / TEMPERED OVER GARAGE DOOR 6 HOLLOW CORE DOOR 2'-8" X 8'-0" EGRESS / VINYL -LOW E 7 HOLLOW CORE BI -PASS DOOR 6'-0" X 8'-0" VINYL -LOW E / TEMPERED 8 O.H. METAL GARAGE DOOR 16-0" X 8-0" NON -INSULATED RAISED PANEL -DESIGNER DOOR 9 HOLLOW CORE DOOR 2'-6" X 6'-8" 10 HOLLOW CORE DOOR 2'-0" X 6'-8" LU 11 HOLLOW CORE BI -PASS DOOR 5'-0" X 6'-8" u, 4-J 00 12 HOLLOW CORE DOOR 2'-10" X 8'-0" w 13 NOT USED 14 SLIDING GLASS SHOWER DOOR 5'-0"x6'81 TEMPERED 15 POCKET HOLLOW CORE DOOR 21-611 X 81-011 16 POCKET SLIDING GLASS DOOR 16'-0" X 8'-0" TEMPERED 17 FRENCH DOOR 5'-0"x8'-0" TEMPERED 18 GARAGE SERVICE DOOR 2'-8" X 6'-8" (�7 WINDOW TAG WINDOW SCHEDULE CLASSIC WINDOW CALL -OUT LOCATION TYPE R.0. SIZE REMARKS A SINGLE HUNG 2030 24 1/2" X 36 1/2" VINYL -LOW E/ TEMPERED B SINGLE HUNG 3060 36 1/2" X 72 1/2" EGRESS / VINYL -LOW E C SINGLE HUNG 3050 36 1/2" X 60 1/2" EGRESS / VINYL -LOW E D FIXED 4050 48 1/2" X 60 1/2" VINYL -LOW E / TEMPERED E FIXED 2020 24 1/2" X 24 1/2" VINYL -LOW E / TEMPERED OVER GARAGE DOOR G SINGLE HUNG 3060 (2) 36 1/2" X 72 1/2" EGRESS / VINYL -LOW E H FIXED 2816 32 1/2" X 18 1/2" VINYL -LOW E / TEMPERED INSULATION SCHEDULE LOCATION TYPE R -VALUE U.N.O CEILING @ LIVING AREA FIBERGLASS 38 EXTERIOR WD. FRAME WALLS FIBERGLASS 19 WALLS TO LIVING AREA FIBERGLASS 11 W Q9 W V O t -O U U U Q U.1 0o H z O 00O O 00 F_ LU M z Q F_ (D H ce TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW, February 8, 2018 o `'�5�7 e Gon,, ^e • o • k t Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 w o M LU 00 u, 4-J 00 U fV C w Q1 tLU ; d L O U Q 0 a- m F- M LL. C) - zwo 'oz z a�cn otun,LUw � LU oc z mJ W J LL_ w c O CL OJ w Q LU m >~ O Do= z x �- Q�z O Lu 2_4 0 W O W 0 0 z QO LU Uoa LU a — W Z Z x w F- ci �o w OJ H z Q x �oo �LL. Q d J m U pr- QLU OO Z�w QX� Lj � w z `° ~ZZ �Uj chQ LU O>- W ma> J 0 J a � w(xi� U) O O W J O L a_ D O O z =mo zN0z LU U) mmw� J � wao0 Z x W W U) J W x cegU� Qa.cem z 0 > z 3:U)0o U=) LU (nw0z 2 U U O QZQLU aG ce D moCn- Z Q j O LU U WCZ'�JZ (n J Q W Q V) V) Z x LU Q U 0 O Wp ? w F- U oG a=:)OW 24 V) w F z O w zzz� O O cn z �- o 0 Qz w O Z cC H ate. w j g w 0 z LU w Z a Z 0 w W W [: O Qw�L Z = z O w�LU C2m oz=� �0�_ Qt5o� LU m w U J Z J � JooU- U H O -TOP OF RIDGE LOUVER FLASHING, — TYP. ------------------- LOUVER LU J w 2ND FIN. FLR. x Ln PLATE HEIGH rn I I I cl� I � � 14 N W el nZai' U_ ti. i � 4 W I � AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 '-' o 72328 W o rn 00 00 � (n N LI_I V1 q o DMU _j Y .. V1 aoo U CIn o § o w �0 O O N U J to o ID It %j V c N 2 .2.1 FIN. FLR. FRONT ELEVATION SCALE: 1/4" = 1'-0" 4 "5.2. TYP. 1 I I I I I i 4" SIDING TRIM RIGHT ELEVATION SCALE: 1/4" = 1'-0" 3 .2.1 "I 20'-0" CLASSIC LOUVER .f, TOP OF HEEL PLATE HEIGHT 1- 3 45.2.1 0 0 0 ,-4 6" SIDING TRIM N. FLR. COMMUNITY DEVELOPMENT APPROVED ELEVATION NOTES (PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR 1' DECORATIVE ELEMENTS. TYPICAL UNLESS NOTED OTHERWISE FOAM APPLICATIONS FINISHES SHALL BE ACCORDING 2' TO EACH ELEVATION CORAL -_LIGHT" OR EQUAL PRE -FINISHED _ FOAM APPLICATIONS SHALL BE INSTALLED AS PER 3' MANUFACTURER SPECS. U.N.O. PRE -CAST STONE APPLICATIONS, SHALL BE 'STONE 4. CAST' FROM FOAM FACTORY INC. OR EQUAL, AND INSTALLED AS PER MANUFACTURER SPECS. TRIM WORK FINISHES SHALL WRAP ALL OPENINGSm 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 INTERPRET THE DRAWINGS, 7. ANY MISDESCRIPTION SHALL BE CLARIFIED BY THE ARCHITECT/DESIGNER THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING WITH THE SUB -CONTRACTOR / MANUFACTURER AND 8. THE ARCHITECT/DESIGNER IN WHICH ALL ARCHITECTURAL APPLICATIONS WILL BE COORDINATED --AND APPROVED PRIOR TO INSTALLATION _ 9 ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING .HEIGHT OF COACH LIGHTS WITH TOLL BROTHERS P.M. ADDITIONAL ELEVATION NOTES: 1- PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH 7" " HEEL 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 I 1 IL I _, ---t-.H4�4- - ----- - - - - - - - - - - �- - - - - - I PLATE HEIGHT CLASSIC O N I I I PROVIDE RIDGE VENTS, TOLL BROTHERS P.M. TO VERIFY LOCATIONS I � � 11 I I I I I � � I I ) 4" SIDING TRIM RIGHT ELEVATION SCALE: 1/4" = 1'-0" 3 .2.1 "I 20'-0" CLASSIC LOUVER .f, TOP OF HEEL PLATE HEIGHT 1- 3 45.2.1 0 0 0 ,-4 6" SIDING TRIM N. FLR. COMMUNITY DEVELOPMENT APPROVED ELEVATION NOTES (PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR 1' DECORATIVE ELEMENTS. TYPICAL UNLESS NOTED OTHERWISE FOAM APPLICATIONS FINISHES SHALL BE ACCORDING 2' TO EACH ELEVATION CORAL -_LIGHT" OR EQUAL PRE -FINISHED _ FOAM APPLICATIONS SHALL BE INSTALLED AS PER 3' MANUFACTURER SPECS. U.N.O. PRE -CAST STONE APPLICATIONS, SHALL BE 'STONE 4. CAST' FROM FOAM FACTORY INC. OR EQUAL, AND INSTALLED AS PER MANUFACTURER SPECS. TRIM WORK FINISHES SHALL WRAP ALL OPENINGSm 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 INTERPRET THE DRAWINGS, 7. ANY MISDESCRIPTION SHALL BE CLARIFIED BY THE ARCHITECT/DESIGNER THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING WITH THE SUB -CONTRACTOR / MANUFACTURER AND 8. THE ARCHITECT/DESIGNER IN WHICH ALL ARCHITECTURAL APPLICATIONS WILL BE COORDINATED --AND APPROVED PRIOR TO INSTALLATION _ 9 ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING .HEIGHT OF COACH LIGHTS WITH TOLL BROTHERS P.M. ADDITIONAL ELEVATION NOTES: 1- PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH 7" " HEEL 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 I 1 IL I _, ---t-.H4�4- - ----- - - - - - - - - - - �- - - - - - I PLATE HEIGHT CLASSIC O N TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING ASPHALT SHINGLE ROOFING PROVIDE RIDGE VENTS, TOLL BROTHERS P.M. TO VERIFY LOCATIONS 11 TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. February 8, 2018 el nZai' ti. i � 4 a � 1 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W o rn 00 00 � (n N LI_I V1 q LLJ DMU _j Y .. V1 aoo U CIn § o w �0 u O N U J to o ID It %j V c N LU L I- ce LU I LU Lu I F- J F 3 w U 0 Q I i } J f 3: J Z , m (' E o L U w i I a i i �O W LU 00I W LU T� p 'p z }Q F- a O �LL_ . UMBER 1014.0 Q O U W Q 2 cl- '000 zo �z z Qom o�w LU oc U)aQ m DC O Z J W LL_ w a 3 z i W Q m > ~ O O = z=F- a�z LU 0 oC I Lu Oj W 0 H D Z =LU0 Q UMa LU 0 W ce o �a� Wiz =QW ce 0 W w0 J F— Z Q C) C) U_ d J U ce m QUo o0 LU Qcece U 5-4 W Z m ~ZZ ce(nQ LU ceLU ~OCe z w W Q > JJ O J 0 J Q 1—0=LU n in OOccnC J O ce W Z Ex. O 0C)e� a O z =mo Z�0Z aWcn,, mMLU J 2 W Q Z = 0 W UW U) 0 V) _j w LU U ce Q `n m z0>� 0 QLUZ ui o 2:W Ln LU 0 (n = UU w O LU Lee I..f- ce a Z LU Z Z = LU Z U) J Q LU ce LUa cn LU M O ce vi O p z w E FLU -U�� Q =) 0 w �j�wF=- z O w zzz� gz0z obZ0 oazw Q ov) Ln g w z LU w_ z Q LU LL_ Z U r O QW z= z0 W V" e) m oz=cn a��� oWmW J Z _I W �00� Q U F- O 0 0 PLATE HEIGHT CHIMNEY PER SPEC. AP 8 5.2.1 REAR ELEVATION SCALE: 1/4" = 1'-0" 4 15.2.18 TYP. � _ 1 �I - - - - - - - - - - - - - - - - - - PLATE HEIGHT4-i I FIN. FLR. I T 1 .2. 18 TYP. 7 �l �2. LOUVER FLASHING, TYP. CLASSIC COMMUNITY DEVELOPMENT 'yspj0VED LOUVER ROOF SLOPE PLAN SLOPE: 7:12 U.N.O. SCALE: 1/8" = 1'-0" CLASSIC ROOF VENT CALCULA 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 E A(TOTAL UNDER ROOF) CODE REQUIREMENT NET FREE VENTILATING AREA REQUIRED TION 3186 300 10.62 NOTE: FBCR 806.2 EXC. 2; PERMITS ROOF VENTILATING AREA TO BE CALCULATED AT 1/300 PROVIDED THAT 40-50% OF THE REQUIRED VENTILATION IS PROVIDED BY ROOF VENTILATORS LOCATED WITHIN 3'-0" OF THE RIDGE OR HIGH POINT (UNLESS CONFLICTS EXISTS) MEASURED VERTICALLY, AND THE BALANCE OF THE REQUIRED VENTILATION BY EAVE OR CORNICE VENTS. LEFT ELE SCALE: 1/4" = 1' 0" ATI O N CLASSIC TYP. W� FIN SHINGLE ROOFING PROVIDE RIDGE VENTS, TOLL BROTHERSASPHALT P.M. TO VERIFY LOCATIONS `� o a '3el n2 , e r r f? I 6 Ovan G. Drummond, AIA AR 96399 00 AR 96730 CLASSIC COMMUNITY DEVELOPMENT 'yspj0VED LOUVER ROOF SLOPE PLAN SLOPE: 7:12 U.N.O. SCALE: 1/8" = 1'-0" CLASSIC ROOF VENT CALCULA 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 E A(TOTAL UNDER ROOF) CODE REQUIREMENT NET FREE VENTILATING AREA REQUIRED TION 3186 300 10.62 NOTE: FBCR 806.2 EXC. 2; PERMITS ROOF VENTILATING AREA TO BE CALCULATED AT 1/300 PROVIDED THAT 40-50% OF THE REQUIRED VENTILATION IS PROVIDED BY ROOF VENTILATORS LOCATED WITHIN 3'-0" OF THE RIDGE OR HIGH POINT (UNLESS CONFLICTS EXISTS) MEASURED VERTICALLY, AND THE BALANCE OF THE REQUIRED VENTILATION BY EAVE OR CORNICE VENTS. LEFT ELE SCALE: 1/4" = 1' 0" ATI O N CLASSIC TYP. W� FIN w V / U U U Q w m U Qz Q CD 0 O O 0*1 00 �I �I H w U) z 17 Q U DC TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING SHINGLE ROOFING PROVIDE RIDGE VENTS, TOLL BROTHERSASPHALT P.M. TO VERIFY LOCATIONS February 8, 2018 w V / U U U Q w m U Qz Q CD 0 O O 0*1 00 �I �I H w U) z 17 Q U DC TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. February 8, 2018 NJ '3el n2 , e r r f? I Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 w 010-0 o rn LU r -A 00 :D 0�- u? U w _a > 00 ^p iNd- C LU - rn V L � Z 0 W tY'° cni cpp ( Ln_ • Eos E . J V1 < c-► U J to 0 QN 0 3 LU�. j i F f i i < LU U LU LU 3 O I --q y?; t H i0 a. 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FRONT & REAR COLUMN DETAIL A5.2.18 SCALE: 1/2" = 1'-0" CLASSIC O ROOFING PER CONTRACT, ON (2) 7/16" SHEATHING 2X6 W/ 2" ROUND VENT @ 24" O.C. 3/8" CEMENTITIOUS SOFFIT METAL DRIP 1X4 FASCIA 2X6 RAFTER TAIL @ 24" O.C. 51-2%11 2 PLAN VIEW SIDING PER ELEVATION METAL DRIP 2"x6" FASCIA 1X6 TRIM BOARD SIDING PER ELEVATION 1X BEAM TRIM 11-411 OVERHANG WALL PER PLAN 2 EVE DETAIL A5.2.18 SCA E: 1" = 1'-0" 2X4 SUBFASCIA 2X4 OUTLOOKER 2X4 LEDGER TRUSS LAYOUT BY ENGINEER SEE STRUCTURAL 4 GABLE END DETAIL A5.2.18 SCALE: 1" = 1'-0" 6 SERVICE CENTER DETAIL A5.2.18 SCALE: 1/2" = 1'-0" CLASSIC 2X RAFTE @ 4" TRIM @ C CLASSIC INSULATION AS REQUIRED STUD �3� LAP SIDING DETAIL A5.2.18% SCALE: 1/4" = 1'-0" 1X6 HEAD 1X4 CASING L RON s WINDOW BANDING DETAIL CLASSIC1 11A5.2.18 SCALE: 1" = 1'-0" 5/ INT. � ^J (411 WOOD ST ttI 6.1 SERVICE CENTER DETAIL A5.2.18) SCALE: 1/2" = 1'-0" CLASSIC CLASSIC pMMUNITY DEVELOPMENT c VES APER® -1X2CAP FIN. FLR_ 1 X 6 TRIM 1 X BLOCKING CAULK AS NEEDED SHEATHING WATER -RESISTIVE BARRIER JOINT FLASHING AS REQUIRED NAIL PER MANUFACTURER SPECIFICATIONS LAP SIDING CONCRETE FOUNDATION SIDING CLASSIC �8WAINSCOT DETAIL A,2.18 SCALE: 1/2" = 1'-0" A\/A TII TNA DING FIN. FLR. 7 :ING )ING '� LOUVER DETAIL A5.2.18 SCALE: 1/2" = 1'-0" W Q 010-0 W 1 O U U U Q Uj co Z Q 00 COASTAL � =O 00 iN 910 „ " Uj z Q 0 CLASSIC P__4 DING ;oC TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. February 8, 2018 OF FL vet GonzAT e , !,y I , 67 , Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Lij M LUo Go 0 Uj V) N + _A ""LU Lij L L >_ io CL d. 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I I PRE-ENGINEERED FLOOR TRUSSES DESIGNED BY TRUSS MANUFACTURER BEDROOM 4 MASTER BATHROOM SEE SHEET A3.N FOR INSULATION SCHEDULE Y" JCC F X W.I.C. B BUILDING SECTION A7.18 SCALE: 1/4" = V-0" A BUILDING A7.18 SCALE: 1/4" = V-0" RADIANT TYP. PRE-ENGINEERED TRUSSES DESIGNED BY TRUSS MANUFACTURER LOFT PRE-ENGINEERED TRUSSE DESIGNED BY TRUSS MANUFACTURE ECTIO N E R, DINING ROOM CLASSIC DINING ROOM ROOF PER CONTRACT (TYP.) PRE-ENGINEERED SEE SHEET A3.N FOR INSULATION SCHEDULE TRUSSES DESIGNED BY TRUSS MANUFACTURER N, CABINETRY & APPLIANCES ARE FOR REFERENCE ONLY CLASSIC COVERED LANAI n/1/lr nrn /-f1AITn A /`T YT/n N 6ff= 1111111111�_ BUILDING SECTION LE: 1/4" = 11-0" CLASSIC W Q �F W O U U U Q w rrm F -1—F F_ z Q M 00 TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DMWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECF AS OF DATE OF CEFMrICATION BELOW. February 8, 2018 rT w °• e\ Gonza/ ` 7 . ��. 411 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Li 121� o rn Uj o M F- °3 w U V) Ljj ' > �...�_j QMH Q l� Z Z a -0o w kn i C 00 cI 00 a a) `—�°L -� Q E0't < U N _I Jto < n O t� 0 ■ I L' 3 7r f U z r to z: LU U 0 (r ! 1 N LU LU J ; N ^ } cC 0 +--i LU m LU .,T M S 1 y I w IZ j O W � Q LU o LLA m ISERIAL NUMBER 1014.0 Q i O U to a� 0 cl— M W F- O Z LL O 02' Z Q�cn w LuF- oC a oe CC m Z J O wJ W w n O a o OJ w Q >t= -m0 oo = z x F- 0 LU cn J Lu OW O Q O 0 Z ce LU vLnQ 0 -�o LU LU �Q� D W OJ I-- a< x �oo 0 d J U & m ce21-1 Q O O z O w Q�� V LUL W Z rb �cnQ O LL; C:) --j Q O W (n voce J O LU M b o� O z LU mo zZAgZ Q w Ln w W Q Z x -%W in Wtn O En J w x agM Wz zooms QZLU Zo 2: w M cn LU 02-p QZQLU W ZEn ZLU = kn 1-4 ( J Q wQ LU a LU N O ce V)En O Z w LU a�o� � w U V _ zO w Z Z Z U- Z Z F -O O U O Z w.-4 Q Q O cn H w Q Z LU w Z w w Z Q D--4wu.. Z w r O QW cnF=—UF- C7HZZ LU LU ce M oZ=Ln Q 0� pwoow ZJ� J Z J U- _3 0 0 U- < JOOu- Q U F- O r ------ 1 IN.-I... ........ .... ....... . ........ I I _ I ►_. MASTER BEDROOM GREAT ROOM W.I.C. MASTER BATH ........... TWO CAR GARAGE 10"X10" AIR JUMPER DIFFUSER LEGEND ® SUPPLY ? ! RETURN ! EXHAUST FAN FOR REFERENCE ONLY (W V Q w '1 V / to U U U Q w m U z Q 00 W D z Q OC TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW, February 8, 2018 OF Ftp. CD y i 7 a k ♦�`\ el G onZo ` e. • � e 6 e , • 6 , , Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj O rn i L �V-400 O ON 00(n ctr N w . In 4r, ``;° L 00 O 'T i N < L L Z IL a ,� U Uj< woo 2 _00 co 0a w�L �o�,� i N 0 L J %0 O tD d' ON aj- 0-4 J > Uj \ LU Lire QLZ 0 a W i U > _.. Uj Q LU Q N LU J r N DIFFUSER LEGEND ® SUPPLY ? ! RETURN ! EXHAUST FAN FOR REFERENCE ONLY (W V Q w '1 V / to U U U Q w m U z Q 00 W D z Q OC TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW, February 8, 2018 OF Ftp. CD y i 7 a k ♦�`\ el G onZo ` e. • � e 6 e , • 6 , , Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj O rn L �V-400 O ON 00(n ctr N w . In 4r, ``;° L 00 O 'T N < L L Z IL a ,� U Uj< woo 2 _00 co 0a w�L �o�,� i N 0 L J %0 O tD d' ON aj- 0-4 J > Uj LU Lire QLZ 0 a W i U > _.. Uj Q LU Q N LU J r N oC O .- LU Ta o 00 0 O L W () n_ �� l� LF, p T'AL , _ i'� 1014.0 ti ri O 7Z LL. O 02' 2'-'0 0 w LU cC LL, ce z om LL. 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DIFFUSER LEGEND ® SUPPLY RETURN I Ed l EXHAUST FAN FOR REFERENCE ONLY U -j V Q 1��/1 LL W 'I V ) CD 1-O U TU i U Q w m z Q TO THE BEST OF MV KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. February 8, 2018 YAd reel Go/,2 , � 6 ,.rte Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 o rn 'q 00 F 0000 < (n N 000 M I > '-1 N w • -,j N M_ U ;< a �-°ao gj to O L 00 ai 12 L Ep N _, U n k o N 1 1 1 ' 1 1 ' 1 i t LU UA U 2-1 O Uj Ln ?z o LLJ U a. 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BRO HERS P.M. PRIPR TO POU, IN SLAB / MASTER BEDROOM E �\ I E � \ i E —� MLooco w TANKLESS GAS WATER HEATER WP GFI - VP,� , .. .. ..... .......... .......... W.I.C. -� ELECTRICAL LEGEND d) SINGLE RECEPTACLE 1\=off DUPLEX RECEPTACLE ® 240V RECEPTACLE Manuel Gonzalez, AIA SWITCHED RECEPTACLE 1 U o � \ O�cl-z / COVERED \ AR 98560 .. DUPLEX FLOOR RECEPTACLE ---" GREAT __j a LANAI QUADRAPLEX FLOOR RECEPTACLE \ \ PROVIDE FLOOR I _.- ROOM \ > EP _._..._.__ __ ELECTRIC PANEL \ OUTLET ' PROVIDE PRE -WIRE \' 4 v, SINGLE FLOOD - WALL MOUNTED \ DOUBLE FLOOD - WALL MOUNTED FOR PENDANT LIGHTS U/C FOR DISP. Q1 > GOo LNd' DOUBLE FLOOD - SOFFIT MOUNTED i HANGING / PENDANT - CEILING HUNG INCANDESCENT FIXTURE - CEILING i MOUNTED z z _-_-.___._.._ INCANDESCENT FIXTURE - WALL MOUNTED ® RECESSED HIGH HAT � 5 o 2 FT UNDER CABINET FLUOR. FIXTURE 363 FT UNDER CABINET FLUOR. FIXTURE 4� 4 FT UNDER CABINET FLUOR. FIXTURE FOR HOOD VENT DBL. OVE GFIL UNDER CABINET LIGHTING W TO S ON 2 MAS�'ER ---- BATH\ .......... I 11 t .1, .. I I I IsD g �- i -� I DINING \ ROOM F [MOPT. E , CHIT E� FIRST FLOOR E ECTRICAL LAYOUT SCALE: 1/4" = 1'-0" FOR IRRIGATION E. M. HB J ----SURFACE MOUNTED WAGE P GFI ELECTRICAL PANEL W/ SURGE SUPPRESSION SYSTEM GAING ] BCONDUIT BLANK / PLATE IN GARAGE TWO CAR GARAGE {JY�} G.D.O.f ATTIC ACCESS ` W/LIGHT & IHI GFI SWITCH - WP GFI a CLASSIC w ;!s P---1 ce U -i V U U U Q m H Z Q 00 0 O 00 rl TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING ELECTRICAL LEGEND d) SINGLE RECEPTACLE February 8, 2018 DUPLEX RECEPTACLE ® 240V RECEPTACLE Manuel Gonzalez, AIA SWITCHED RECEPTACLE AR 96730 DUPLEX RECEPTACLE (220 VOLT) __. .................. SINGLEFLOORRECEPTACLE AR 98560 .. DUPLEX FLOOR RECEPTACLE 10 SWITCHED FLOOR RECEPTACLE gg QUADRAPLEX FLOOR RECEPTACLE GFI GROUND FAULT INTERRUPTER WP WEATHERPROOF GROUND EP _._..._.__ __ ELECTRIC PANEL VP VAPOR PROOF ® RECESS INCAND. (EYEBALL) FIXTURE 4 v, SINGLE FLOOD - WALL MOUNTED < V1 Try DOUBLE FLOOD - WALL MOUNTED SINGLE FLOOD - SOFFIT MOUNTED Q1 > GOo LNd' DOUBLE FLOOD - SOFFIT MOUNTED i HANGING / PENDANT - CEILING HUNG INCANDESCENT FIXTURE - CEILING i MOUNTED z z _-_-.___._.._ INCANDESCENT FIXTURE - WALL MOUNTED ® RECESSED HIGH HAT � 5 o 2 FT UNDER CABINET FLUOR. FIXTURE 363 FT UNDER CABINET FLUOR. FIXTURE 4� 4 FT UNDER CABINET FLUOR. FIXTURE ® STRIP LIGHT D 12X24 FLUOR. FIXTURE 0 12X36 FLUOR. FIXTURE D 12X48 FLUOR. FIXTURE _j < 24X48 FLUOR. FIXTURE SS EXHAUST FAN N M EXHAUST FAN W/ LIGHT M ELECTRIC CO. METER G.M. GAS CO. METER ®SD/CO SMOKE DETECTOR/CARBON MONOXIDE DETECTOR SD SMOKE DETECTOR $ SINGLE POLE SWITCH 3 WAY SWITCH $4 4 WAY SWITCH LUj DIMMER SWITCH 4 _ PUSHBUTTON 4=1 _ DISCONNECT SWITCH Q _ STV JUNCTION BOX ©W JACK V PHONE JACK - PREWIRE ONLY QQ THERMOSTAT O _ PHOTOCELL - SOFFIT MOUNT Q PHOTOCELL - WALL MOUNT 0ELECTRICAL PANEL sP — SPEAKER WIRE FROM TOP OF WALL K _-- KEYPAD ® CHIMES STRUCTURED PANEL ................................... A.K.A. SMART BOX, F COMMUNICATIONS BOX, MEDIA BOX, HOME (,7 M DIRECTOR_Y) :INTERCOM O FOR REFERENCE ONLY w ;!s P---1 ce U -i V U U U Q m H Z Q 00 0 O 00 rl TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. February 8, 2018 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 0c) 4 v, U < V1 Try ) A. 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RECEPTACLE _....._..__.._.........._._._._._.__.__...__..,_....____. DUPLEX RECEPTACLE DOUBLE FLOOD - SOFFIT MOUNTED ® 240V RECEPTACLE $e INCANDESCENT FIXTURE - CEILING SWITCHED RECEPTACLE r, 48 DUPLEX RECEPTACLE (220 VOLT) ® SINGLE FLOOR RECEPTACLE .............. --- DUPLEX FLOOR RECEPTACLE DIMMER SWITCH j SWITCHED FLOOR RECEPTACLE 4 GFI QUADRAPLEX FLOOR RECEPTACLE GROUND FAULT INTERRUPTER W P WEATHERPROOF GROUND EP ELECTRIC PANEL JUNCTION BOX TV JACK _..__ VP ® VAPOR PROOF RECESS INCAND. (EYEBALL) FIXTURE ._.. __................._. SINGLE FLOOD - WALL MOUNTED Sang-Yub T- DOUBLE FLOOD - WALL MOUNTED Q- 1INCANDESCENT FIXTURE - WALL MOUNTED SINGLE FLOOD - SOFFIT MOUNTED RECESSED HIGH HAT DOUBLE FLOOD - SOFFIT MOUNTED __ ___ _ .......__.__ __. _.._...._._.._._._..__.__. ..... _ HANGING / PENDANT - CEILING HUNG $e INCANDESCENT FIXTURE - CEILING 3 FT UNDER CABINET FLUOR. FIXTURE r, Q- 1INCANDESCENT FIXTURE - WALL MOUNTED sD (SMOKE DETECTOR ® RECESSED HIGH HAT POLE SWITCH 2 FT UNDER CABINET FLUOR. FIXTURE $e 36� 3 FT UNDER CABINET FLUOR. FIXTURE 48 4 FT UNDER CABINET FLUOR. FIXTURE ® ,STRIP LIGHT DIMMER SWITCH D ......�___ 12X24 FLUOR. FIXTURE .. ..... ......_............... . _ _ _ _.. 4 D .12X36 FLUOR. FIXTURE D !12X48 FLUOR FIXTURE AR 96730 24X48 FLUOR. FIXTURE JUNCTION BOX TV JACK _..__ SS EXHAUST FAN Sang-Yub [D770 EXHAUST FAN W/ LIGHT 72328 W M ELECTRIC CO. METER �.M. GAS CO. METER L - o ® !SMOKE DETECTOR/CARBON MONOXIDE cu T U SD/c0 Fnr-TCrTno sD (SMOKE DETECTOR 4KEYPAD ® ___ SC_HIMES TRUCTUREDPANEL (A.K.A. SMART BOX, E-3 !COMMUNICATIONS BOX, MEDIA BOX, HOME 'DIS RECTORY) INTERCOM FOR REFERENCE ONLY W af W U U U Q W m U Z J Q M 00 rl W z Q TO THE BEST OF MV KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPUCAIRE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. $ ;SINGLE POLE SWITCH $e 3 WAY SWITCH $, 4 WAY SWITCH DIMMER SWITCH 4 PUSHBUTTON G. Drummond, AIA Lo DISCONNECT SWITCH AR 96730 ,JUN_ © JUNCTION BOX TV JACK _..__ AR 98560 Sang-Yub V PHONE JACK - PREWIRE ONLY 72328 W 0 O THERMOSTAT --S_ PHOTOCELL - SOFFIT MOUNT_ __.__ Q PHOTOCELL - WALL MOUNT L - o E; -dm 3P ELECTRICAL PANEL SPEAKER WIRE FROM TOP OF WALL 4KEYPAD ® ___ SC_HIMES TRUCTUREDPANEL (A.K.A. SMART BOX, E-3 !COMMUNICATIONS BOX, MEDIA BOX, HOME 'DIS RECTORY) INTERCOM FOR REFERENCE ONLY W af W U U U Q W m U Z J Q M 00 rl W z Q TO THE BEST OF MV KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPUCAIRE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. 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FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING THER �RRIER & 'SECURE WEATHER RESISTIVE BARRIER CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) CONFORMING TO AAMA 711-07 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL SEE NOTI WALL SH WITH WE RESISTI� L DmRR1LR n0 -r1 K1 A FLASHING CANT STRIP SILL PLATE NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) CONFORMING TO AAMA 711-07 2. INSTALL SILL FLASHING AS SHOWN ABOVE 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS WATERPROOFING AT EXT -5 EXTERIOR OPENING OR BEAM D3 A.T.S. (EXT -5) CONT. DRIP EDGE ACROSS DOOR HEAD TO DIVERT RAIN 1" ninTF (EXT -1) HEAD FLASHING TIE-IN INSTRUCTIONS: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 2. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 3. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING WEATHER RESISTIVE BARRIER TAPE NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE). CONFORMING TO AAMA 771-07 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE. 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. 4. INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS. WEATHER RESISTIVE BARRIER - 2 2 DO NOT FLASH OVER BOTTOM NAILING FLANGE WINDOWS TO BE INSTALLED PER AAMA 100-07 EXT -2 TYPICAL WINDOW D 3 N.T.S. WALL PER PLAN EXTERIOR DOOR THIS DETAIL ONLY APPLIES AT EXTEF IOR DOORS THAT HAVE NO IMMEDIATE OVERHANGS ABOVE THEM AND DOORS THAT HAVE A SECOND STORY WALL ABOVE THEM. EXTERIOR DOOR T-6 EXH EAD DRIP DETAIL D3 N.T.S. ( XT -6) FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING 6" �— SILL PAN f FLASHING DETAIL WALL PER PLAN RAIN DRIP REG LET EXTERIOR WINDOW EXTERIOR WINDOW (EXT -7 HEAD DRIP DETAIL D 3 N.T.S. (EXT -7) (EXT -2) FLASHING z I II DRAWING CDMPLIES WITH 1MAPPUCABLE MINIMUM BUDDING CM IN EFFECT AS OF DNI! OF CERTIFICATION BELOW. Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Lij (ASSEMBLED Ct -n WINDOW) -n U1 Ul) G) G) 4.1 00 U< V) Ln .,. N NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE). CONFORMING TO AAMA 771-07 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE. 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. 4. INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS. WEATHER RESISTIVE BARRIER - 2 2 DO NOT FLASH OVER BOTTOM NAILING FLANGE WINDOWS TO BE INSTALLED PER AAMA 100-07 EXT -2 TYPICAL WINDOW D 3 N.T.S. WALL PER PLAN EXTERIOR DOOR THIS DETAIL ONLY APPLIES AT EXTEF IOR DOORS THAT HAVE NO IMMEDIATE OVERHANGS ABOVE THEM AND DOORS THAT HAVE A SECOND STORY WALL ABOVE THEM. EXTERIOR DOOR T-6 EXH EAD DRIP DETAIL D3 N.T.S. ( XT -6) FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING 6" �— SILL PAN f FLASHING DETAIL WALL PER PLAN RAIN DRIP REG LET EXTERIOR WINDOW EXTERIOR WINDOW (EXT -7 HEAD DRIP DETAIL D 3 N.T.S. (EXT -7) (EXT -2) FLASHING z I II DRAWING CDMPLIES WITH 1MAPPUCABLE MINIMUM BUDDING CM IN EFFECT AS OF DNI! OF CERTIFICATION BELOW. Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Lij Ct o Lu a rn o 00 u? 4.1 00 U< V) Ln .,. N V¢ Uj ix Q) °i � > �""� t L N o ¢LU L_ LU Z Ui a °0o ou c:00 ilk L a) Ln .w E0oo CL ¢ 0 N U k.0 O Itt N CL N I. 7 LU LU Z: L: QUj Q Z z Z LU .j 0 LU Z S € t U ce W 'i ui o Uj4 LU LA+. 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ROUND VENT @ 24" O.C. Most 11111111FAM� 01-- FF ,� r8; MIA LIN 2X6 RAFTER TAIL @ 24" O.C. 3/$„ 4OVERHANG CEMENTITIOUS SOFFIT FINISH MATERIAL PER ELEVATION— EXTERIOR LEVATION— EXTERIOR SHEATHING TO —\ BE FLUSH WITH THE EDGE OF THE FOUNDATION, 1/4" GAP BETWEEN FOUNDATION AND SHEATHING WATER RESISTANT BARRIER - (2 LAYERS REQUIRED) POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM FLASHING LU LU > 0 U C7 z 0 OP Q w J U M MAIN FIN. FLOOR ELEV @ 0'-p" 44 SEE PLAN CEILING INSULATION (SEE ENERGY CALCS.) 1/2" RIGID GYP. BD, DBL. 2x SYP. WD. TOP PLATE 2x SYP. #2 WD. STUDS @ 16" O.C., TYP. WALL INSULATION (SEE ENERGY CALCS) 2x SYP. #2 WD. HEADER -SEE SCHEDULE SCHEDULED WINDOW (SEE FLOOR PLAN) 1/2" GYPSUM WALLBOARD ON STUDS W/ WALL INSULATION (SEE ENERGY CALCS) 2x SYP. #2 WD. STUDS @ 16" O.C., TYP. 2x P.T. SILL PLATE CONNECT WALL TO FOUNDATION PER FRAMING DETAILS PROVIDE CONT. METAL TERMITE SHIELD UNDER SILL PLATE FINISHED BASE MOULDING _�� 4 =III i 4" CONC SLAB W/ VAPOR BARRIER II I REFER TO STRUCTURAL T�fI17= DRAWINGS FOR COARSE COUNT & t. FOOTING SIZE • • (PROVIDED BY OTHERS) EXTERIOR WALL SECTION WITH WINDOW SCALE: 3/4" = 1'-0" ROOFING PER CONTRACT: ON (2) 7/16" SHEATHING (CONTRACTOR TO PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) ALL ROOFING UNDERLAYMENT TO BE SELF -ADHERING POLYMER MODIFIED B SHEET TO COMPLY WITH ASTM D 1970 2X6W/2"DIA. ROUND VENT @ 24" O.C. METAL DRIP EDGE 2X6 RAFTER TAIL @ 24" O.C. 3/8„ V-4„ CEMENTITIOUS OVERHANG SOFFIT FINISH MATERIAL PER ELEVATION— EXTERIOR LEVATION— EXTERIOR STRUCTURAL - SHEATHING AS REQUIRED BY FRAMING DETAILS 2x SILL PLATE WATER RESISTANT BARRIER— (2 LAYERS REQUIRED) POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM 2x RIBBON FASTENED TO FLOOR TRUSSES PER TRUSS ENGINEER WAINSCOT/TRANSITION 2x RIBBON FASTENED TO FLOOR TRUSSES PER TRUSS ENGINEER PRE-ENGINEERED WOOD FLOOR TRUSSES (VERIFY W/ TRUSS ENGINEER FOR TRUSS LAYOUT) - DBL. 2x SYP. WD. TOP PLATE SCHEDULED WINDOW (SEE FLOOR PLAN) WINDOW ATTACHMENT COMPLIANT WITH FBC-R EXTERIOR SHEATHING TO--\ BE FLUSH WITH THE EDGE OF THE FOUNDATION, 1/4" GAP BETWEEN FOUNDATION AND SHEATHING WATER RESISTANT BARRIER - (2 LAYERS REQUIRED) POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM FLASHING LU LU > U C7 U z � Cp Q w J U M SEE PLAN MEN rr,r �- CEILING INSULATION Q (SEE ENERGY CALCS) \ 1/2" RIGID GYP. BD. fjj DBL. 2x SYP. WD. TOP PLATE 2x SYP. #2 WD. 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FLOOR ELEV @ p'-pII . 4a< 4" CONC SLAB W/ VAPOR BARRIER REFER TO STRUCTURAL DRAWINGS FOR 4 Q. - COARSE COUNT & - FOOTING SIZE • • (PROVIDED BY OTHERS) - 1=1 4 TWO—ST RY WALL SECTION D7 SCALE: 3/4" = 1--0" ROOFING PER CONTRACT. (CONTRACTOR TO - PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) ALL ROOFING UNDERLAYMENT TO BE SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET TO COMPLY WITH ASTM D 1970 PRE-ENGINEERED WD TRUSS, 24" O.C. INSULATION BLOCK 2X4 SUBFASCIA METAL DRIP EDGE 1X6 FASCIA VENTED SOFFIT W/3" DIAM. VENTS @ 48"- 0. C., TYP. FINISH MATERIAL--` PER ELEVATION REFER TO ELEV. FOR VERHANG EXTERIOR SHEATHING TO BE FLUSH WITH THE EDGE OF THE FOUNDATION, 1/4" GAP BETWEEN FOUNDATION AND SHEATHING WATER RESISTANT BARRIER - (2 LAYERS REQUIRED) POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM FLASHING LU af LU U z � W U M SEE PLAN I— CEILING INSULATION (SEE ENERGY CALCS.) 1/2 RIGID GYP. BD. DBL. 2x SYP. WD. TOP PLATE 2x SYP. #2 WD. STUDS @ 16" O.C., TYP. WALL INSULATION (SEE ENERGY CALCS.) 2x SYP. #2 WD. HEADER -SEE SCHEDULE SCHEDULED WINDOW (SEE FLOOR PLAN) 1/2" GYPSUM WALLBOARD ON STUDS W/ WALL INSULATION (SEE ENERGY CALCS) 2x SYP. #2 WD. STUDS @ 16" O.C., TYP. 2x P.T. SILL PLATE CONNECT WALL TO FOUNDATION PER FRAMING DETAILS PROVIDE CONT. METAL TERMITE SHIELD UNDER SILL PLATE FINISHED BASE MOULDING -KikMAIN FIN. FLOOR -qrELEV @ pI_pIT ki 4<. 4" CONC SLAB W/ VAPOR BARRIER REFER TO STRUCTURAL DRAWINGS FOR 4 17, - COARSE COUNT & • : �. • FOOTING SIZE (PROVIDED BY OTHERS) EXTERIOR WALL SECTION WITH WINDOW SCALE: 3/4" = 1'-0" ROOFING PER CONTRACT. (CONTRACTOR TO - PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) ALL ROOFING UNDERLAYMENT TO BE SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET TO COMPLY WITH ASTM D 1970 PRE-ENGINEERED WD TRUSS, 24" O.C. INSULATION BLOCK 2X4 SUBFASCIA METAL DRIP------ EDGE RIPEDGE 1X6 FASCIA VENTED SOFFIT W/3" DIAM. VENTS @ 48"- 0. C., TYP. FINISH MATERIAL—-- PER ATERIALPER ELEVATION REFER TO ELEV. 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O z =mo LU 21- Q w N m an UJQ Ja _j �1­4 OC W Q 0 0 LU �i U) W J W x a g cn U c LU �oo� x QZLU Zo g w cn _LU w O F- Z w F- mc°�c�z oa�o � (n a v LU (D Z cnF__4Ja Uj (na !n x z w Q U -) O 0 LOU Z W H LU U p ago= z OEn w Z Z Z LCL �a0� z Z a U*) O a 0 ce 6-w Q LU L 0 z ED 1L z Q zvLU0 w nocW W< Lu u lx- UF— zxzZ W�ce �o== ab�� o_Wmw U J Z JLL_,J O O U- Q U F- O 1'-2" NOTE: BRACKETS REQUIRED IF COUNTERTOP CANTILEVERS MORE THAN 10" COUNTERTOPS OUTLET BOX CENTER SIDEWAYS IN BACKSPLASH 2X4 HALF WALL CABINET INT -1 KITCHEN HALF WALL DETAIL D8 SCALE: 1/2" = 1'-0" (INT -1) TOLL APPROVED TILE BACKER (REFER TO CONTRACT SPECIFICATIONS) WALL TILE 2X BLOCKING BETWEEN STUDS (3 WALLS) VINYL LINER (3 WALLS) EXTENDED 5" UP WALLS 100% SILICONE SEALANT BETWEEN TILE BACKER AND WET BED FLOOR TILE 2-2X4 THRESHOLD - FLOODSTOP - ADJUSTABLE GAUGE COAT WETBED SHOWER DRAIN LINER SET IN SEALANT @ 2" SHOWER DRAIN FLANGE OVER ROOFING FELT NOTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL BE USED IN LIEU OF CERAMIC WHEN MARBLE/ MARBLE TILE OPTIONS ARE SELECTED, INT -4 SHOWER & CURB ON FRAMED FLOOR D8% SCALE: 3/4" = 1'-0" (INT -4) SET MIRROR 3" FROM END FF BACK SPLASH SET MIRROR 3" MIRROR=VANITY -5° FROM INSIDE CORNER 36" HIGH X (VANITY -5") MIRROR i x Ln 2" MIRROR TRIM 1/4" MIRROR 1/2" RECESS FOR MIRROR VANI71 MIRROR INSTALLATION INSTRUCTIONS: 1. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. 2. AT BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE CORNER. (MIRROR TRIM WILL NOT BE INSTALLED AT INSIDE CORNERS.) 3. UPN INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED BEFOR REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 12" +/ FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. INT -2 MASTER BATH MIRROR WOOD TRIM DETAIL D$ SCALE: 1/2" = 1'-0" (INT -1) REFER TO FLOOR PLAN, VARIES BY MODEL z J Lu ao 0 Jm OLU � Lu LU Q U_ PLAN NOTE: EXACT SIZE AND SHAPE VAIRES BY MODEL AS WELL AS PLUMBING ACCESORIES. REFER TO ARCHITECTURAL PLANS BY MODEL. CORNER SHE'_1 FLOOR TILE Mg �� CODE IN O U x� m LU M> LU O U) ca TILE AT DOOR a 2" MIRROR TRIM 1/4" MIRROR 1/2" RECESS FOR MIRROR VANI71 MIRROR INSTALLATION INSTRUCTIONS: 1. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. 2. AT BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE CORNER. (MIRROR TRIM WILL NOT BE INSTALLED AT INSIDE CORNERS.) 3. UPN INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED BEFOR REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 12" +/ FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. INT -2 MASTER BATH MIRROR WOOD TRIM DETAIL D$ SCALE: 1/2" = 1'-0" (INT -1) REFER TO FLOOR PLAN, VARIES BY MODEL z J Lu ao 0 Jm OLU � Lu LU Q U_ PLAN NOTE: EXACT SIZE AND SHAPE VAIRES BY MODEL AS WELL AS PLUMBING ACCESORIES. REFER TO ARCHITECTURAL PLANS BY MODEL. CORNER SHE'_1 FLOOR TILE TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN 2" SHOWER DRAIN LL: U_ p5 00Q TILE AT DOOR a THRESHOLD LU INT -5 STANDARD SHOWER S D8 SCALE: 1/2" = l'-0" (1) CERAMIC CORNER SHELF AT 48" A.F.F. WALL TILE SHOWER ELEVATION H E L F LOCATION (INT -5) DRYER VENT (TYPICAL) GAS PIPE (TYPICAL) FOR GAS DRYER ONLY RYER VENT BOX- TTACH PER MFR. VSTRUCTIONS T. SILL PLATE T SLAB ON GRADE) DRYER VENT (TYPICAL) n n n nrnr `-CAL) R ONLY WITH PEDESTAL NOTE: 1. DRYER VENT BOX TO HAVE "KNOCK OUTS" FOR TOP, BOTTOM, OR REAR VENT LOCATIONS. 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM LENGTHS PER MANUFACTURER'S SPECIFICATIONS. INT -3 DRYER V D8 SCALE: 1/2" = l'-0" TILE OR STONE ON 1/2" HARDI BACKER BOARD OVER 4" EXT. PLYWOOD ON 2X4 FRAMING. RYER VENT BOX- TTACH PER MFR. VSTRUCTIONS T. SILL PLATE T SLAB ON GRADE) ENT BOX FOR DRYER ONLY VARIES - SEE PLANS 2X4 @ 16" O.C. IT x DROP IN TUB + N N 2X4 TO BE P.T. WHEN IN CONTACT W/ CONC. 1 ROW OF TILE x N SUPPORT UNDER TUB AS REQ. BY MANUFACTURER'S. FR -33 DROP IN TUB DETAIL D8 ) SCALE: 3/4" = 1'-0" END POST TIED INTO FLOOR JOIST BELOW EXTEND TO BOTTOM OF FLOOR JOISTS. - END POST TO PENETRATE – SUBFLOOR. FACE NAIL END POST TO — BLOCKING. 2x BLOCKING BETWEEN FLOOR TRUSS AGAINST END POST. SUB FLOOR. FLOOR TRUSS. (FR -33) COMPARE MANUFACTURER'S DIM OF TUB & PUMP LOCATION 2X4 LEDGER 2X4 CRIPPLES (INT -3) FR -34 HALF WALL TIE-IN DETAIL D 8 N.T.S. (FR -34) pql QIz 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. f 1E ®� p5 A' yel I t 0c f s� Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Lij 01-1 C) rn Uj o 00 0 v Ln $ B =5 1q_ Lij J 8 W r; > ;8O tabnp C) •L Mit.. �,a 1 J +n p0 v � CD ry ( U 00 v Ln E � p N U n J J I'D o o 0 N CL CD > ct U aE < z Q z e > LEA EliLUE Z 3 U_ r� i ce (D Lu J IV f. Vi j o in L� ) LU J o?S �W-- 0 co Q 0 Q HWE SERIAL =CUMBER 1014.1