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1656 MARITIME OAK DR - DWGSDESIGN SPECIFICATIONS USP CONNECT RSI DESIGN CODE: TRIBUTARY AREA (sf) 2017 FLORIDA BUILDING CODE - RESIDENTIAL EDGE STRIP (PSF): DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. DESIGN LOADS: ACTUAL AND UNIFORM +25.6 -34.2 ROOF FLOOR ROOF LOADING (cd=1.25) (cd=1.00) TOP CHORD LIVE LOAD 20 psf 40 psf TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 10 f COMPONENTS & CLADDING ALLOWABLE DESIGN PRESSURES TRIBUTARY AREA (sf) INTERIOR EDGE STRIP (PSF): ZONE (PSF) a' = 4'-6" 10 +25.6 -27.7 +25.6 -34.2 50 +22.9 -25.0 +22.9 -28.8 100 +21.8 -23.9 +21.8 -26.6 GARAGE DOOR PRESSURES PSF 1 CAR UPLIFT SPF GARAGE +22.9 DOOR _28 8 (8'x7') (9)1 Odx1'/2" 2 CAR USP RT7 GARAGE +21.8 DOOR -23 9 (16'x7') 775 CONNECTOR SYP UPLIFT SPF FASTENERS (1)2x4 SPF #2 USP A35 450 450 (9)1 Odx1'/2" 5 8'-4" USP RT7 585 495 (5)8d EA. =ND USP RT8A 775 650 (5)1Odx11/2" EA. END USP MTW12 1195 860 (7)10dx1'/2" EA. END USP HTW20 1450 1245 (12)10dx1' " EA- END c-Tn nA I C A n 1AGa (n\l n.- I ruin TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) Ps ---- �i'�� BOTTOM CHORD LIVE LOAD 10 psf 0 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE USP MSTA36 2065 2065 (13)10d EA. `END BOTTOM CHORD DEAD LOAD 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY DEFLECTION CRITERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS208 1105 1105 '/2"0 ROD TO FTG. ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 SHALL BE PERMITTED USP JUS28 1305 1305 (6)1Od TO HEADER FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 5/8"0 ROD TO FTG. 0.75" MAX ANY CASE POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. USP HTT22 5370 5370 5/,"0 "0 ROD TO FTG. WIND LOADING: LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 5/e"0 ROD wl (12)16d ASCE 7-10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF PLUS = PRESSURE AND MINUS = SUCTION. USP PAU66 2535 5/8"0 ROD w/ (12)16d 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 DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE USP MSTAM24 1545 1455 (5)'/4"x2-/4 TAPCONS BY 0.75 WHEN COMBINED w/ DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET SIMPSON CONNECTORS THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. BASIC WIND SPEED (ASCE 7-10) - - - - - - - - - - 130 MPH IMPORTANCE FACTOR --------------- 1.00 ,k° I� UPLIFT MEAN ROOF HEIGHT ---------------- 20.0 FT ° -- --"; ° L0 CONNECTOR SYP SPF FASTENERS ROOF PITCH - - - - - - - - - - - - - - - - - - - 6/120 A35 450 450 12-8dx1'/2" BUILDING CATEGORY - - - - - - - - - - - - - - - - II EXPOSURE CATEGORY - - - - - - - - - - - - - - - C ° H2.5T 600 520 5-8d EA. EN �Ak- DENOTES EDGE STRIP. r" SEE C & C CHART HTS16 1150 1085 16-10d EA. END ENCLOSURE CLASSIFICATION - - - - - - - - - - - -ENCLOSED INTERNAL PRESSURE COEFFICIENT - - - - - - - - - - t .18 ABOVE FOR 'a' DIMENSION MTS12 1000 860 7-10dx1'/2" -A. END I -_J HTS20 1450 1245 24-10dx1'/Z" EA. END MATERIAL SPECIFICATIONS L-- MSTA24 1765 1270 9-10d EA. E D I� MSTA36 2050 1870 13-10d EA. ND HARDWARE AND ANCHORS: -1 L_- __1 ° 18-16d TO TRUSS/BEAM HTT4 3480 3080 ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH [NOT ACTUAL PLAN] a 1-5/6"o ROD TO FTG. ASTM A 307 OR ASTM F 1554 GRADE 36. 32-16d TO TRUSS/BEAM WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). SCOPE OF SERVICE HTT5 5250 4670 5 NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. 1- /e"0 ROD TO FTG. METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO 1-/,"10d TO HEADER EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: LUS28 930 780 RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE 4-10d TO JOIST DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE '/4" FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR 14-16d TO HEADER SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU410 905 785 LARGER THAN REBAR SIX AND /6" LARGER THAN THREADED ROD SIZE. OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO J IST ANCHORING .) THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS ABU44 2200 5/B"o ROD EPDXIED 6" MIN DOCUMENTS. (DUAL CARTRIDGE INSTALLATION ONLY): ABU66 2300 5/8"� ROD E OXIED 6" MIN EPDXY: ITW RED HEAD A7 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET N/A N/A SIMPSON EP XY-TIE STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, 10-16d TO STUD/BEAM/POST WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-'/2"0 ROD TO FTG. SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT LSTA12 805 695 10-10d MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 1705 13-8d GENERAL NOTES Ft CONSTRUCTION SPECIFICATIONS FL# CODE FL# CODE 10446.4 11478.3 10456.6 10456.3 13872.3 13872.4 13872.8 11496.2 11496.2 10655.113 10531.36 10849.6 10849.6 11506.4 11496.3 13872.5 10852.1 FLOOR SHEATHING SPECIFICATIONS 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON @ 6" O.C. EDGE &FIELD ROOF SHEATHING SPECIFICATIONS: allINGLF-- MIN. 7&", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITH) 4'-0" OF ROOF EDGE). TI LE - 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" F ROOF EDGE). WALL SHEATHING SPECIFICATIONS: -MIN, 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 PLAT_ TO UPPER TOP PLATE.FLEXIBLE FINISH FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. STUCCO FINISH. -MIN. 7/,e", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d ® 4" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. MASONRY SPECIFICATIONS: MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF -% PLACED AT AN 8" TO 11" 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, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN 5-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY hHEN THE WALL HEIGHT EXCEEDS 5'-0". MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRE.`F MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. GROUT ALL CELL', CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHAL BE REINFORCED FULL HEIGHT WITH - #4 @ 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 1/S1-0- UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". CLAY MASONRY (BRICK): BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. CONCRETE SPECIFICATIONS: ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. GENERAL NOTES: FOOTING AND FOUNDATIONS FOOTINGS AND FOUNDA IIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RE OMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS CONCRETE 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 FASTENERS SHALL BE STAINLESS STEEL - PRE -ENGINEERED WOOD TRUSSES: SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS -TO -TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB -91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. ROOF COVERING SPECIFICATIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO 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 ABBREVIATIONS MEMBERS CONNECTION FASTENER TYPE LINTEL DIMENSION MIN. BRG. MAX. SPAN ® INTERIOR LOAD BEARING WALL BUILT-UP POST IN THE WALL TOP PLATE TO TOP PLATE FACE NAIL 2 -GUN NAILS 0 12" STAG. L3'/2 x3'/2 x'/4 4" 6'-0" GABLE X -BRACE, SEE DETAIL 10 S0.1 TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3 -GUN NAILS L4x3'/2"x'/4 6" 8'-0" (2)2x8_1/2 HEADER SIZE, JACK AND DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3 -GUN NAILS DESIGNATES SHEARWALL. THE KING STUD QUANTITY. L5x3'/2 "x' /a 6" 10'-0" HIDDEN LINE DESIGNATES SIDE OF RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6") GUN NAIL @ 6" _ __-_ WALL THE SHEARWALL SHEATHING L6x3'/2 "x'/a 6" 12'-0" TO BE APPLIED. 8d 0 3/6 CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5 -GUN NAILS SW 3"/6" DESIGNATES 8d COMMONS 0 3" L7x3'/2 "XI/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 RESISTANT COATING OF EPDXY BASED - VENEER ADJ -ADJACENT LG -Long JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3 -GUN NAILS PAINT. I t t BM - BEAM MANUF - Manufacture WEATHER BOT BOTTOM MONO Monolithic 1=T - - RAFTER TO PLATE TOE NAIL (3-8d) 3 -GUN NAILS BARRIER BRC - BEARING OC - On Center 2. LINTEL MORE THAN 8'-0". SHOULD I �__� CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board JACK RAFTER TO HIP TOE NAIL (3-10d) 4 -GUN NAILS BE LATERALLY SUPPORTED NOT TO I DBL -DOUBLE PERP Perpendicular ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3 -GUN NAILS EXCEED 6 FT. O.C. w/ 2-'/4x3" WD. li==-1 DIA - DIAMETER PRE ENG - Pre Engineered CONT. HEADER, TWO PIECES FACE NAIL 16d@ 16" O.C. @EDGE SCREWS INTO HEADER PROVIDE A '/2" �____ __� LINTEL EA - EACH PSF - Pounds per Square Foot VERTICAL SLOTTED HOLE FOR SCREW.h'--�j-ATTACHMENT EE - EACH END PSI - Po nds per Square Inch CONT. HEADER TO STUD TOE NAIL (3-16d) 4 -GUN NAILS IlI==� SEE NOTE 2 EOR - ENGINEER OF RECORD PT - PRESSURE TREATED 3. BRICK VENEER ATTACHMENT: EQ - EQUAL QT - Quik Tie STUD TO SOLE PLATE TOE NAIL (3-16d) 4 -GUN NAILS HORIZONTAL TIES @ 24" O.C., VERT. EXT - EXTERIOR REINF - Reinforce SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d @ 16") GUN NAIL @ 8" TIES @ 12" O.C.. (FOR 130mph HEADER, FLASHING FBC - FLORIDA BUILDING CODE SF - SqL are Foot WIND -ZONE VERT. TIES @ 16" O.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"O =GUN NAILS 2"x0.113"0 =RINK SHANK a SEE SCHEDULE FTG - FOOTING THRU - Through 12' OF OPENINGS. PROVIDE/,,"O "0 WEEP HDR - HEADER TYP - Typical 2"x0.113"O = 6d 2/2"x0.131"0 = 8d 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 LBS - POUNDS VERT - Vertical 1'/2 "x0.148" 0 = 1 Odxl'/2 " 1'/2 "x0.131 "O = 8dx1'/2 " 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 STUD SIZE AND O.C. SPACING. WITHIN FLOORS TEM WHERE POST IS ABOVE. 8d COMMON @ 3" O.C. F-------�; I I L---- I - J SYP#2 DBL. SEE 5/`_,0 TOP PLATE. l FULL HEIGHT SHEATHING TO BE CONTINUOUS TO UPPER TOP PLATE. ROOF SHEATHING, SEE SPECIFICATIONS. SEE 5/SO.0- - �- \�`\ 1 I TYPICAL STUD NAILING: 0.131x3" END NAILS: (2) @ 2x4, (3) @ 2x6, (4) @ 2x8. 2x BLOCKING ONLY REQUIRED IF SHEARWALL. L - - 11 - - - J FASTEN LOWER STUD 11 PERMANENT TRUSS 11 8d TO TALLER STUD w/ BRACING BY OTHER. 11 COMMON 2 -ROWS OF 10d COMS II @ 3" O.C. @ 12" 0 C FULL HEIGHT ANCHOR AT INTERIOR WALLS TYPICALLY % FULL HEIGHT THREADED RODS @ 6'-0" O.C. BLOCKING ONLY REQUIRED AT SHEARWALLS AND STUCCO FINISH. 16d COMMONS @ 8" O.C. FLOOR SHEATHING, r SEE SPECIFICATIONS. -------- I I I SEE 1 S0.1.-/ BLOCKING ONLY REQUIRED AT SHEARWALLS AND-/ STUCCO FINISH. INTERIOR BEARING WALL: SEE SCHEDULE FOR STUD SIZE AND O.C. SPACING. TYPICAL SOLE PLATE NAIUNGNG: 0.131x3" TOE NAILS: (3) @ 2x4, (4) @ 2x6, (5) CSP 2x8. PT. SYP#2 SOLE PLATE. WALL SHEATHING TYPICAL HEADER NAILING 0.131X3" TOE NAILS 2X6, 2x8 = (5) NAILS 2x10, 2x12 = (7) NAILS 9" LVL, 11" LVL (7) NAILS 14" LVL, 16" LVL (9) NAILS 6"M AX.1 `SEE DETAIL 1/SO.1 FOR SPLICING OPTIONS. WALL FRAMING AT PLATE CHANGE CONDITION TYPICAL TOP PLATE NAILING% - PLATE SPLICE FASTEN ALL TOP PLATES -0" MIN. SPLIT 11 LENGTH wl 1 0.130 TOGETHER w/ (3) ROWS ENLY SP C1ED NAILS OF .131x3 @ 12" O.C. STAGGERED. SYPJd2 I SYP#2 DBL- HEADER, TOP PLATE. PER PLAN. DROPPED HEAD OR SILL PLATES MINIMUM END FASTENER EACH END 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS RAISED HEADER (2)2x4 SPF #2 (5)12d TOE NAILS 5 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS -T (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS '\ M 42" ARCHED TRANSOM OPTION SEE RIGHT. WINDOW SILL SEE SCHEDULE FOR SILL SIZE AND CONNECTION EACH END. I --I SHEATHING MAY EXTEND 2" 2�" I� ` FRAMING I I 2 TYPICAL WALL FRAMING 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 5 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS ARCHED TRANSOM OPTION: 2x SPF DIAGONAL BLOCKING FOUNDATION SEE PLAN ' .. U e "� u• a ' �' .� .. U 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. f`N0n00Cn UCAnco nnninirinm WALL SHEATHING SEE DETAIL 1/SO.1 FOR SPLICING OPTIONS, I WALL SHEATHING TO 11 SOLE PLATE 11 SEE DETA LS SEE DETAILS RAISE Ye" FROM 8d @ 3" �; I• BOTTOM OF SOLE ON S1.01 ON S1-01 I; PLAN AND FASTEN -- ---� r--- - --1 F--- - i D.C.8d COMMON @ 3" I I I I I I I I I r4 A.d>, I I I L --------J L ---------J L -------J SINGLE STORY MULTY STORY 1 TYP. WALL SECTIONS SO.0 ` 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 SOLE ROOF TRUSSES. RIPPED TO FIT 03.13.18 ANCHOR FASTENED w/ 3-0.131"x3" SHEARWALLS WASHER SPACING SPEC. EMBEDMENT DEPTH Y2"0 EPDXY DROPPED 24" END TYPICAL. SIMPSON SDWC15600--'-, '\ M 42" HEADEREA- SEE ROOF SHEATHING MAY EXTEND 2" 2�" ` FRAMING 3 PLY BEAM. PAST BLOCKING- WINDOW I PLAN FOR LSYP ATTACHMENTS MUST DETAILS. SHE THING MAY #2 HEADER, # ANCHOR INTO 2x MATERIAL. TERMINATE AT SIMPSON jl SEE ROOF SIMPSON PER PLANS. TOP OF DBL. SDWC15600 II FRAMING SDWC15600 TOP PLATE. SEE NOTE 1. 11 PLAN FOR JACK AND DETAILS. - TYPICAL CONNECTION 5" < HEEL < 1'-0" HEEL < 5" KING STUDS, 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 SEE PLAN. 5 ROOF TRUSS CONNECTION S0.0 (2) ROW OF 1 O AT TWO STORY CONDITIONS, (3) ROWS 12d WINDOW SILL SEE PROVIDE SOLID BLOCKING AT 12" O.C. STAGGERED EA. SIDE. SCHEDULE. PLY BEAMS 2x4 OR 2x6 POST 2x8 POST WITHIN FLOOR SYSTEM AT ALL (3)ROWS OF 5" (3)ROWS OF 63/4" TRUSSLOK TRUSSLOK UPPER LEVEL POSTS & JACK ENGINEERED WOOD ENGINEERED WOOD STUDS. SDWC15600 SCREW FASTENERS @ 24"o.c AS SHOWN AS SHOWN 3 -PLY 4 -PLY SEE 8/SO.D. FOUNDATION SEE PLAN ' .. U e "� u• a ' �' .� .. U 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. f`N0n00Cn UCAnco nnninirinm WALL SHEATHING SEE DETAIL 1/SO.1 FOR SPLICING OPTIONS, I WALL SHEATHING TO 11 SOLE PLATE 11 SEE DETA LS SEE DETAILS RAISE Ye" FROM 8d @ 3" �; I• BOTTOM OF SOLE ON S1.01 ON S1-01 I; PLAN AND FASTEN -- ---� r--- - --1 F--- - i D.C.8d COMMON @ 3" I I I I I I I I I r4 A.d>, I I I L --------J L ---------J L -------J SINGLE STORY MULTY STORY 1 TYP. WALL SECTIONS SO.0 ` 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 SOLE ROOF TRUSSES. RIPPED TO FIT 03.13.18 ANCHOR WITH GAP SHOWN. SHEARWALLS WASHER SPACING SPEC. EMBEDMENT DEPTH Y2"0 EPDXY 0 24" 3x3xO.229" SIMPSON SDWC15600--'-, '\ M 42" 24" SEE ROOF 41¢" 2�" ` FRAMING 3 PLY BEAM. I PLAN FOR SIMPSON DETAILS. SHE THING MAY SDWC15600 TERMINATE AT SIMPSON jl SEE ROOF SIMPSON TOP OF DBL. SDWC15600 II FRAMING SDWC15600 TOP PLATE. SEE NOTE 1. 11 PLAN FOR SEE NOTE 1. DETAILS. - TYPICAL CONNECTION 5" < HEEL < 1'-0" HEEL < 5" NOTES: 1. TOP PLATE TO STUD SDWC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS. 2. H2.5T MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T AT TOP PLATE TO STUD SPACE CSP 48" O.C. 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 TYPICAL HE l SO.O 2-Y4 II 3x3xY4" SLOTTED WASHER PUSHED TO OUTSIDE 234» II 3x3xY4" SLOTTED FACE OF WALL. WASHER PUSHED TO OUTSIDE I FACE OF WALL. - I PLAN VIEW - SOLE PLATE ANCHOR Q& HOLD DOWN. BUTT JOINT � JI � )/2"° THREADED ROD 12" 11)/2" EPDXIED 4" OR 1'2"0x6„ PT. SYP#2 MAX. MIN. VSIMPSON TITEN HD. SILL PLATE. SOLE PLATE BREAK SECTION VIEW NOTES: 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALL`? AND ADJACENT TO CORNERS AND PLATE BREAKS AND KING STUDS. E UD 2. WASHERS SHALL BE SLOTTED. 3. AS AN ALTERNATE TO THE 3"X3"XY4" PLATE WASHER, A 3"X3"X'/B" 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 03.13.18 ANCHOR EXT. WALL SPACING SHEARWALLS WASHER SPACING SPEC. EMBEDMENT DEPTH EDGE DISTANCE Y2"0 EPDXY 42" 24" 3x3xO.229" 4" 2Y" )z"0x6" 11TEN HD 42" 24" 3x3xO.229" 41¢" 2�" NOTES: 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALL`? AND ADJACENT TO CORNERS AND PLATE BREAKS AND KING STUDS. E UD 2. WASHERS SHALL BE SLOTTED. 3. AS AN ALTERNATE TO THE 3"X3"XY4" PLATE WASHER, A 3"X3"X'/B" 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) LHEAD OR SILL PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. u . SOLE PLATE ANCHOR PER SCHEDULE SINGLE STORY R STRAPPING KING & JACK STUDS SEE PLAN KING STUD TO FRAMING BELOW: CS18 STRAP w/6-10dx1Y" 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 3'-6' STRAPPINGNOT REQUIRED AT LOWER LEVEL HEADERS UNLESS SPECIFIED ON PLAN TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. HEAD OR S SEE SCHEDULE ROUGH OPN'G, SEE ARCH. MULTI STORY (STACKED WINDOWS) STUD OR 2X10 BLOCKING FASTEN N/8 -10d COMMONS BOUNDARY OF SHEATHING. EXAMPLE OF PANEL EDGE w/ BLOCKING WHERE REQUIRED BY GENERAL NOTES. NAIL SPACING AT SUPPORTED ED ES,� GENERAL NOTES. EXAMPLE OF UNSUPPORTED (UNBLOCKED) PANE EDGE (T )CAL). NAILING TO INTERMEDIATE SUPPORT IS 6" O.0 MAX. �(UON)- RATED SHEATHING, SEE GENERAL NOTES. .�.. ROOF TRUSSES, OR FLOOR JOISTS. .00FI AND FLOOR SHEATHING NAILING SCALE: 3/4" 1'-0" 2x4 BLOCKING 024" O.C. FASTEN EACH END w/3 -10d TOENAILS. I STUD BELOW LOWER TOP 4-tOd PLATE AT BREAK. OVER LAP DOUBLE COMMONS TOP PLATES. WALL INTERSECTION ORTHOGONAL VIEW CONDITIONS OF CORNER CORNER WALL INTERSECTION CONDITIONS CONDITIONS NOTES: 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS. 2. DENO S 3"x0.131" GUN NAILS @ 6" O.C. VERTICAL. 3. DENO S SOLE PLATE ANCHOR, SEE SCHEDULE. 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED. 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE OPTIONS APE SHOWN. FRAMED WALL CORNER AND INTERSECTIONS STUDS CONFIGURATIONS TOP PLATE TO HEADER SEE DETAIL AT RIGHT. FOR GABLE ENDS. EAD OR SILL� L H PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. MULTISTORY (UNSTACKED WINDOWS) REQUIRED TRUSS TO PLATE: SDWC SCREW PLATE TO HEADER: SDWC SCREW 24" O.C. 2X6 WALL TRUSS TO PLATE: SDWC SCREW Lou �onti3o and Assolclates, Inc. I 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 �No SC s • Lr) 2- ,7.,� • M g , P • I C a abs 0,t, P • vov �,✓rr`f r�/�r�� t.:YGY79s�sst 1��a`�a'y4�� M Christopher J SabOUrin PE FL PE#71461 PLATE TO HEADER:�� v SDWC SCREW 24" O.C. 2X4 WALL HEADER FASTENING SECTION KING STUD TO FRAMING BELOW: CS18 STRAP W/6-1ODX1Y2" NAILS EACH END. STRAP ATTACHMENT C INTERIOR OLLCOP STRAP NOTRREQUIR DR ATDTHEFFOLLOWING: OFFICE GABLE ENDS OR JACK TRUSSES LESS THAN 8' OR OPENINGS LESS THAN 3'1`1EVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL, REQUIREMENTS AND CONDITIONS REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES, or i DESIGN CRITERIA I BAND 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. CAPTIVA - COASTAL DESIGN/PRAWN/CHECKED CS KM / LAP 1 DATE 03.13.18 SCALE (3) ROW OF 10d LPA No. TOLL -18-00320 NAILS @ 8" O.C. 3795 SHEET 2 PLY STAGGERED ° BEAM. N 3 PLY BEAM. N 2x4 MEMBERS: ° (1) ROW OF 1 O (4) ROWS 12d NAILS @ 4" O.C. , - AT 12" O.C. r te EA. SIDE. 2x6 MEMBERS- (2) ROW OF 1 O (3) ROWS 12d NAILS @ 4" O.C. AT 12" O.C. STAGGERED EA. SIDE. 2 & 3 PLY BEAMS 2x4 OR 2x6 POST 2x8 POST (3)ROWS OF 5" (3)ROWS OF 63/4" TRUSSLOK TRUSSLOK ENGINEERED WOOD ENGINEERED WOOD FASTENERS ® 24 ox 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 �s1 BUILT-UP MEMBER FASTENING KING STUD TO TOP PLATE: SDWC15600 SCREW. NOT REQUIRED AT GABLE - ENDS OR OPENINGS LESS THAN 4'-6" TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. (2)12d TOE NAILS E.E. (MIN) LHEAD OR SILL PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. u . SOLE PLATE ANCHOR PER SCHEDULE SINGLE STORY R STRAPPING KING & JACK STUDS SEE PLAN KING STUD TO FRAMING BELOW: CS18 STRAP w/6-10dx1Y" 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 3'-6' STRAPPINGNOT REQUIRED AT LOWER LEVEL HEADERS UNLESS SPECIFIED ON PLAN TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. HEAD OR S SEE SCHEDULE ROUGH OPN'G, SEE ARCH. MULTI STORY (STACKED WINDOWS) STUD OR 2X10 BLOCKING FASTEN N/8 -10d COMMONS BOUNDARY OF SHEATHING. EXAMPLE OF PANEL EDGE w/ BLOCKING WHERE REQUIRED BY GENERAL NOTES. NAIL SPACING AT SUPPORTED ED ES,� GENERAL NOTES. EXAMPLE OF UNSUPPORTED (UNBLOCKED) PANE EDGE (T )CAL). NAILING TO INTERMEDIATE SUPPORT IS 6" O.0 MAX. �(UON)- RATED SHEATHING, SEE GENERAL NOTES. .�.. ROOF TRUSSES, OR FLOOR JOISTS. .00FI AND FLOOR SHEATHING NAILING SCALE: 3/4" 1'-0" 2x4 BLOCKING 024" O.C. FASTEN EACH END w/3 -10d TOENAILS. I STUD BELOW LOWER TOP 4-tOd PLATE AT BREAK. OVER LAP DOUBLE COMMONS TOP PLATES. WALL INTERSECTION ORTHOGONAL VIEW CONDITIONS OF CORNER CORNER WALL INTERSECTION CONDITIONS CONDITIONS NOTES: 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS. 2. DENO S 3"x0.131" GUN NAILS @ 6" O.C. VERTICAL. 3. DENO S SOLE PLATE ANCHOR, SEE SCHEDULE. 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED. 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE OPTIONS APE SHOWN. FRAMED WALL CORNER AND INTERSECTIONS STUDS CONFIGURATIONS TOP PLATE TO HEADER SEE DETAIL AT RIGHT. FOR GABLE ENDS. EAD OR SILL� L H PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. MULTISTORY (UNSTACKED WINDOWS) REQUIRED TRUSS TO PLATE: SDWC SCREW PLATE TO HEADER: SDWC SCREW 24" O.C. 2X6 WALL TRUSS TO PLATE: SDWC SCREW Lou �onti3o and Assolclates, Inc. I 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 �No SC s • Lr) 2- ,7.,� • M g , P • I C a abs 0,t, P • vov �,✓rr`f r�/�r�� t.:YGY79s�sst 1��a`�a'y4�� M Christopher J SabOUrin PE FL PE#71461 PLATE TO HEADER:�� v SDWC SCREW 24" O.C. 2X4 WALL HEADER FASTENING SECTION KING STUD TO FRAMING BELOW: CS18 STRAP W/6-1ODX1Y2" NAILS EACH END. STRAP ATTACHMENT C INTERIOR OLLCOP STRAP NOTRREQUIR DR ATDTHEFFOLLOWING: OFFICE GABLE ENDS OR JACK TRUSSES LESS THAN 8' OR OPENINGS LESS THAN 3'1`1EVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL, REQUIREMENTS AND CONDITIONS REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES, or i DESIGN CRITERIA I BAND 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. CAPTIVA - COASTAL DESIGN/PRAWN/CHECKED CS KM / LAP 1 DATE 03.13.18 SCALE AS NOTED LPA No. TOLL -18-00320 CONTROL No. 3795 SHEET S0.0 SHEET 1 OF % BLOCKING ONLY REQUIRED AT SHEARWALLS AND STUCCO FINISH 16d COMMONS ® 8" O.C. CONT. RIBBON BOARD (TYP) FLOOR TRUSSES OR JOIST. 5-8d COM EACH SIDE OF SPLICE SHEATHING SPLICE 16d COMMONS 0 8" O.C. CONT. RIBBON BOARD (TYP) FLOOR TRUSSES OR JOIST. 8d COM 0 3" O.C. F EACH SIDE OF SPLICE SHEATHING SPLICE 3/a' OSB or PLYWOOD RIM BOARD Y4" SHORTER THAN WALL FRAMING WALL FRAMING FLOOR SYSTEM. ALIGN VERTICAL JOINTS WITH SHEATHING SPLICE WALL SHEATHING ",L JOINTS BLOCKING ONLY REQUIRED _,,,/ -/L 5-8d COM AT SHEARWALLS AND EACH SIDE STUCCO FINISH OF SPLICE OPTION 1 OPTION 2 OVER LAP SHEATHING APA RIM BOARD OPTION NOTE 1: 1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED 1K71 FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS S0.1 ROOF TRUSS. MIN _WALL STUDS AT 16" O.C. 8d COMMON NAILS AT 3" O.C.(TYP) WALL STUDS AT 16" O.C. ROOF SHEATHING ROOF TRUSS ROOF TRUSS I SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGERJ" -i TO EACH STUD, PER ATTACH TO EACH STUD, SCHEDULE BELOW PER SCHEDULE BELOW. A -SINGLE LEDGER B -DOUBLE LEDGER VERTICAL VERTICAL REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING 0-775 2x6 w/ 5-0.131x3" 1850-2345 2x8 w/ 5-'/4"0x6" SDS SCREWS 776-1250 2x8 w/ 8-0.131x3" 2346-3125 2x12 w/ 8-a/4"0x6" SDS SCREWS 1251-1540 2x10 w/ 10-0.131x3" 1540-1850 2x12 w/ 12-0.131x3" LEDGER A NOTES: WHERE A LEDGER IS INDICATED ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, THE LEDGER IS BEING USED TO ATTACH THE ADJACENT ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. wrIEN 8 LEDGER�RCTEC�N CTION OTED 50.1 TRUSS TO LEIOBY TRUSS ENGINEER. NOCLARITY 2x4 SPF#2--F, BLOCKING ROOF MEMBER SEE DETAIL 5/SO.1 FOR DIAPHRAGM ATTACHMENT WHERE APPLICABLE I F-1 II n) II -- -------- �- - II II SW 8d©3"/6" SW 8d®3"/6" 2x6 SYP#2 BLOCKING BETWEEN SEGMENTED SHEARWALL 2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP PLATE w/ 10d 0 4" O.C. ROOF FASTENED TO TOP ti: (2) CS18 STRAPS SW 8d03/6: (2) CS18 STRAPS PLATE w/ 10d 0 3" D.0 STUDS TO FOUNDATION B - END STUDS TO FOUNDATION P RCH SHEATHING, HEADER W 8d03/6: HTT5 OR HDU5 S E SPECIFICATIONS END C - SOLE PLATE ANCHORS B LOW 2x4 SYP#2 HORIZ. BRACING 0 ROOF TRUSS. I 24" O.C. BETWEEN OUTER WALL PORCH PARALLELHEADER &SUPPORT & FIRST INTERIOR TRUSS. NAIL TO WALL PORCH POST, PER PLAN. I (2)MSTA24 EACH END w/ 3-0.131x3" NAILS 2 STUDS EACH END OF SHEARWALLS. PERPENDICULAR I STRAPS (TYP) SHEATHING FASTENED TO TO WALL FLOOR COMMON. ANGLE TRUSS 24" 16 GUAGE POST BASE: 2x4 SYP#2 I STRAP w/11- POT 24" 16 GUAGE 4x4 POST: ABU44 DIAGONAL FASTEN EA. I 10dx1Y2" EA. END BE OW STRAP w/11- 6x6 POST: ABU66 10dx1Y2" EA. END END w I _ POSLAB 3-10d COMMONS I PORCH HEADER, I - o' - - - - - - - SEE PLAN TS16 CEILINE� WALL FRAMING TRAPS �MSTA24 Sid" ALT. TO BOTH H3 ABOVE LESS THAN 4'-0" FASTEN CATS EACH END w/ STRAPS EPDXIED 6" MIN JROD INSTALL FLOOR TO FLOOR STRAPPING PER PLAN VIEW F PLAN VIEW OF ELEVATION VIEW OF OPTION 1 OR 2 PORCH HEAD -R PORCH HEADER PORCH HEADER ADJ. TO ROOF CONNECTION ATCORNER P T AT POST AT POST FLOOR TRUSS PARALLEL 3-0.131x3" COMMON TOE NAILS I DATE '/2" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6" O.C. EDGE & FIELD TOP PLATE AND TRUSS OR PLATE AT TOP PLATE (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD 2 TYPI \S0.1.1 AL PORCH FRAMING DETAILS MIN _WALL STUDS AT 16" O.C. 8d COMMON NAILS AT 3" O.C.(TYP) WALL STUDS AT 16" O.C. ROOF SHEATHING ROOF TRUSS ROOF TRUSS I SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGERJ" -i TO EACH STUD, PER ATTACH TO EACH STUD, SCHEDULE BELOW PER SCHEDULE BELOW. A -SINGLE LEDGER B -DOUBLE LEDGER VERTICAL VERTICAL REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING 0-775 2x6 w/ 5-0.131x3" 1850-2345 2x8 w/ 5-'/4"0x6" SDS SCREWS 776-1250 2x8 w/ 8-0.131x3" 2346-3125 2x12 w/ 8-a/4"0x6" SDS SCREWS 1251-1540 2x10 w/ 10-0.131x3" 1540-1850 2x12 w/ 12-0.131x3" LEDGER A NOTES: WHERE A LEDGER IS INDICATED ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, THE LEDGER IS BEING USED TO ATTACH THE ADJACENT ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. wrIEN 8 LEDGER�RCTEC�N CTION OTED 50.1 TRUSS TO LEIOBY TRUSS ENGINEER. NOCLARITY 2x4 SPF#2--F, BLOCKING ROOF MEMBER SEE DETAIL 5/SO.1 FOR DIAPHRAGM ATTACHMENT WHERE APPLICABLE I F-1 II n) II -- -------- �- - II II SW 8d©3"/6" SW 8d®3"/6" SYP#2 2x4 NAILER FASTENED TO TRUSS SEGMENTED SHEARWALL - UPPER TO LOWER STUDS ROOF BOT. CHORD w/ 0.131x3" 0 3" O.C. ti: (2) CS18 STRAPS SW 8d03/6: (2) CS18 STRAPS 2x4 SYP#2 CATS AT 12" STUDS TO FOUNDATION B - END STUDS TO FOUNDATION TRUSS. TRUSS FLOOR OR 6: HTT5 OR HDU5 W 8d03/6: HTT5 OR HDU5 TO SHEATHING w/ 8d 0 3" O.C. ROOF C - SOLE PLATE ANCHORS O.C. FASTENED TO TOP7 RULE ON DETAIL 3/S0.0 EE SCHEDULE ON DETAIL 3/SO.0 ROOF TRUSS. WALL STUD w/ 4-12d NAILS AT EACH RAFTER. 1. PROVIDE 7,,16' OSB SHEATHING TRUSS.11'/4" SD32 15600 PLATE w/ 4-0.131x3" ROOF TRUSS V 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS END POSTS FOR SW. SHEATHING FASTENED TO OPTION A ®32" O.C. COMMON. ANGLE 4. INSTALL INTERIOR FOOTI MAX. TYPICAL SHEARWALL ELEVATION SEE PLAN ;FASTENED TOP PLATE w/ 10d 0 3" O.C. ELEVATION SCREWS o• w` THESE STRAPS AND LEDGER TO ROOF MEMBER. MAY BE OMITTED J 2X4 T -BRACE. ONLY '`^z�' ``®.• `�` BRACE IS NEEDED, OVERLAP BRACE WHEN OVERFRAME REQUIRED FOR BRACE 16" RAFTER LENGTH SHEARWALL i ALT. TO BOTH H3 ABOVE LESS THAN 4'-0" FASTEN CATS EACH END w/ Christopher I Sabourin PE PRODIDE MTS12 OR CS16 DIRECTLY ®6" ON -CENTER V2) SYP#2 CONT. ATTACH AS NEEDED) BETWEEN OVERFRAMING RAFTER ADJ. TO ROOF CONNECTION OSB WALL SHEATHING 3-0.131x3" COMMON TOE NAILS I DATE TOP PLATE AND TRUSS AT SILL PLATE AT TOP PLATE 11 w/ 0.131x3" 0 3" O.C. EDGE OF 2x MAY OVERHANG TOP PLATE. SHEARWALL SHEARWALL OR I' SHEARWALL EXTERIOR WALL ALTERNATE A ALTERNATE B ALTERNATE C ALTERNATE G OSB DIAPHRAGM FASTEN ROOF FLOOR DECK 10d 04"O.C. TO NAILER w/ (1) ROW 8d TRUSS. -- - _ _ _ _ FLOOR 2x4 SPF#2 CONTIND TRUSS. 0 3" O.C. FASIEN TO TOP PLATE w/ (2) ROWS 8 '/�s" OSB LEDGER FASTENED TRUSS WEBS WIT OF 8d 0 3" O.C. BLOCKING w/3 -0.131x3" SH AR ALL NOTES: 2x4 SPF PANEL FLOOR COMMON. 1. AT ROOF TRUSS, SYP#2 2x4 NAILER FASTENED II ALL AROUND FRAMING CONTR CHOOSE CTOR MAY A,B,C,D, OR G. TO TRUSS BOT. CHORD w/ I I' FASTEN CATS EACH END w / I 2x4 SYP#2 CATS AT 12" (2) ROWS 0.131x3" 0 3" O.C. INTERIOR 3-0 .131x3" NAILS ®6" O.C. O.C. FASTENED TO TOP 2. USE ALTERNATE A. SHEARWALL. I PLATE w/ 4-0.131x3" AT EXTERIOR WALLS SW -2 SHEARWALL OR ENDINC BETWEEN ROOF \5 -16d NAILS _//!!COMMON. EXTERIOR WALL TRUSSES. ALTERNATE D ALTERNATE E (TYPICAL) ALTERNATE F 3. USE ALTERNATE E & F FOR FLOOR TRU TTACHMENT SHEAkWALL ATTACHMENT AT ROOF FLOOR MIN _WALL STUDS AT 16" O.C. 8d COMMON NAILS AT 3" O.C.(TYP) WALL STUDS AT 16" O.C. ROOF SHEATHING ROOF TRUSS ROOF TRUSS I SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGERJ" -i TO EACH STUD, PER ATTACH TO EACH STUD, SCHEDULE BELOW PER SCHEDULE BELOW. A -SINGLE LEDGER B -DOUBLE LEDGER VERTICAL VERTICAL REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING 0-775 2x6 w/ 5-0.131x3" 1850-2345 2x8 w/ 5-'/4"0x6" SDS SCREWS 776-1250 2x8 w/ 8-0.131x3" 2346-3125 2x12 w/ 8-a/4"0x6" SDS SCREWS 1251-1540 2x10 w/ 10-0.131x3" 1540-1850 2x12 w/ 12-0.131x3" LEDGER A NOTES: WHERE A LEDGER IS INDICATED ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, THE LEDGER IS BEING USED TO ATTACH THE ADJACENT ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. wrIEN 8 LEDGER�RCTEC�N CTION OTED 50.1 TRUSS TO LEIOBY TRUSS ENGINEER. NOCLARITY 2x4 SPF#2--F, BLOCKING ROOF MEMBER SEE DETAIL 5/SO.1 FOR DIAPHRAGM ATTACHMENT WHERE APPLICABLE I F-1 II n) II -- -------- �- - II II SW 8d©3"/6" SW 8d®3"/6" PERFORATED SHEARWALL SEGMENTED SHEARWALL - UPPER TO LOWER STUDS ®- UPPER TO LOWER STUDS SW 8d03 ti: (2) CS18 STRAPS SW 8d03/6: (2) CS18 STRAPS B - END o STUDS TO FOUNDATION B - END STUDS TO FOUNDATION SW 8d03 6: HTT5 OR HDU5 W 8d03/6: HTT5 OR HDU5 oC - SO PLATE ANCHORS C - SOLE PLATE ANCHORS IEE SCH RULE ON DETAIL 3/S0.0 EE SCHEDULE ON DETAIL 3/SO.0 SHEARWALL NOTES WALL STUD w/ 4-12d NAILS AT EACH RAFTER. 1. PROVIDE 7,,16' OSB SHEATHING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. PROVIDE 2x BLOCKING AT LL PANEL EDGES. ROOF TRUSS V 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS END POSTS FOR SW. 2X6 OPTION A 3. FASTEN ALL INTERIOR SM TO ROOF OR FLOOR TRUSSES PER 5/SO.1 ANGLE 4. INSTALL INTERIOR FOOTI G BELOW SHEARWALL PER DETAILS ON S1.0 TYPICAL SHEARWALL ELEVATION SEE PLAN ,SO.1/ PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS a �PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. J 6 IN V'g 2x4x6' SYP#2 LATERAL BRACE EA. 8-10di � X -BRACE w/ 2-16d INTO BOTTOM COMMONS CHORD OF EA. TRUSS. DECK LEDGER AT OVERFRAME RAFTERS10 GABLE END BRACING USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. i0- NOTES! 1. SPACE GABLE END BRACING 0 4'-6" MAX. 2. ALL MATERIAL TO BE SYP#2 D NA FULL HEIGHT WO ER O PLAN 1011 X ANCHORING SPECIFICATIONS DOUBLE FULL HT. SOLE FULL HT. TOP PLATE ANCHOR FULL HEIGHT ANCHOR INSTALLATION CHART L 4-12d TO PLATE ANCHOR ROOF NAILS (TY.) 2x4 BLOCKING. FASTEN CONNECTOR TRUSS CONCRETE HOLE EACH END EMBEDMENT DEPTH EDGE DISTANCE SEE PLAN 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TO NAILS '/2"0 2x2x'/B" 4" 4•, FASTEN TO ROOF FRAMING BELOW 5/8 3W0 WALL STUD w/ 4-12d NAILS AT EACH RAFTER. 6-10d COMMONS Q OR POST. OVERFRAME RAFTERS, SEE PLAN. ROOF TRUSS V MIN. (2)2x4 WOOD FULL HEIGHT q I BELOW. & (1) ADJ. 2X6 OPTION A TO PORCH HEADER. THREADED ROD ANGLE s 00 I:•I SIMPSON H3 w/ 10-8d COMMON TRUSS SHOP DRAWING FOR QTY. AND f BRACE SEE PLAN NAILS FROM RAFTER TO LEDGER ELEVATION LOCATION. IF MORE THAN (1) LATERAL o• w` THESE STRAPS AND LEDGER TO ROOF MEMBER. MAY BE OMITTED J 2X4 T -BRACE. ONLY '`^z�' ``®.• `�` BRACE IS NEEDED, OVERLAP BRACE WHEN OVERFRAME REQUIRED FOR BRACE RAFTER LENGTH LENGTHS > 8'-0". i ALT. TO BOTH H3 ABOVE LESS THAN 4'-0" FASTEN w/10d COMMONS Christopher I Sabourin PE PRODIDE MTS12 OR CS16 DIRECTLY ®6" ON -CENTER FULL HT. AS NEEDED) BETWEEN OVERFRAMING RAFTER ADJ. TO ROOF CONNECTION AND ROOF MEMBER. ANCHOR REVISIONS DATE a �PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. J 6 IN V'g 2x4x6' SYP#2 LATERAL BRACE EA. 8-10di � X -BRACE w/ 2-16d INTO BOTTOM COMMONS CHORD OF EA. TRUSS. DECK LEDGER AT OVERFRAME RAFTERS10 GABLE END BRACING USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. i0- NOTES! 1. SPACE GABLE END BRACING 0 4'-6" MAX. 2. ALL MATERIAL TO BE SYP#2 D NA FULL HEIGHT WO ER O PLAN 1011 X ANCHORING SPECIFICATIONS DOUBLE FULL HT. SOLE FULL HT. TOP PLATE ANCHOR FLOOR FRAMING FULL HEIGHT THREADED ROD FOUNDATION, SEE PLAN PER PLAN. EMBEDMENT DEPTH O FULL HEIGHT ANCHOR INSTALLATION CHART UPLIFT PLATE ANCHOR DOUBLE TOP E F CONNECTOR WOOD PLATE HOLE CONCRETE HOLE PLATE EMBEDMENT DEPTH EDGE DISTANCE SEE PLAN '/2"0 '/2"0 2x2x'/B" 4" 4•, 2" 3" 5/8 3W0 WALL STUD 3x3x'/4" 7.5" 12" Q OR POST. HOLD DOWN AT ROOF TRUSS V MIN. (2)2x4 WOOD FULL HEIGHT MONO STEM BELOW. & (1) ADJ. OPTION A TO PORCH HEADER. THREADED ROD ", ST s 00 TRUSS SHOP DRAWING FOR QTY. AND SEE PLAN ELEVATION LOCATION. IF MORE THAN (1) LATERAL o• w` LEDGER FASTEN WITH 5-0.131x3" EA. STUD. '`^z�' ``®.• `�` BRACE IS NEEDED, OVERLAP BRACE O O STEEL COUPLER AS SHOWN, PARALLEL TRUSS i (OPTIONAL, LOCATE DETAIL A Christopher I Sabourin PE © FULL HT. AS NEEDED) ADJ. TO ROOF CONNECTION DANDWALL ANCHOR REVISIONS DATE AT SILL PLATE AT TOP PLATE FLOOR FRAMING FULL HEIGHT THREADED ROD FOUNDATION, SEE PLAN PER PLAN. EMBEDMENT DEPTH O FULL HEIGHT ANCHOR WALL SECTION THREADED ROD INSTALLATION CHART FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN ANCHORING SYSTEM: THE THREADED ROD ANCHORING SYSTEM SHALL CONSIST OF %"0 A307 THREADED RODS, ORIENTED VERTICALLY AND ATTACHED TO THE FOUNDATION AND TO THE UPPERMOST PLATE AT THE LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE TOP PLATE, PROVIDE A 2"x 2"x )6" STEEL WASHER. FASTEN WITH A NUT AND ALLOW AT LEAST 3 THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) ROD INSTALLATION: AT ALL PLATE PENETRATIONS, PROVIDE A HOLE IN THE PLATE %" LARGER THAN THE DIAMETER OF THE THREADED ROD USED. WHILE SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE ROD SHALL BE INSTALLED APPROXIMATELY CENTERED IN HOLE. RODS MAY BE SLANTED FROM TRUE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SECURED OVER THE WASHER TO A SNUG -TIGHT CONDI110H PLUS ONE-HALF TURN OF A STANDARD WRENCH (APPROAMATELY 30 FT. -LBS. OF TORQUE). DUE TO SHRINKAGE AND COMPRESSION OF BUILDING CONTRACTORS SHALL RE -TIGHTEN NUT TO 30 FT. -LBS. OF TORQUE AFTER ALL TRADES ARE COMPLETE AND PRIOR TO INSULATION. EPDXY Ar1CHORING: ALL THREADED RODS SHALL BE DRILLED & EPDXY ANCHORED. SEE INSTALLATION CHART FOR EMBEDMENT AND EDGE DISTANCE REQUIREMENTS " FULL EIGHT ROD TEN HD R TIGHT F PLATE ON TITEN HD ROD COUPLER )DS - THD37634RC (%"x63/4") FULL HEIGHT ROD ALTERNATE -13""N ATTACHMENT L 2x4 SYP#2 OUTLOOKERS 0 24" O.C. H3 OR H2.5T HURRICANE CLIP 0 EA. OUTLOOKER TO TRUSS. -WALL SHEATHING UP GABLE END TRUSS. 2X4 #2 SYP BLOCK 0 EACH GABLE BRACE. FASTEN EACH END W/ 3-10d TOENAILS BLOCK TO DBL TOP PLT W/ 2-H2.5T 0.131x3" TOE NAILS 0 8"O.C. FROM BOT. CHORD OF TRUSS TO DBL. TOP PLATE LSTA12 0 48" O.C. OR DBL TOP PLT TO GABLE TRUSS BOTTOM CHORD W/ SDWC15600 0 36" O.C. OMIT IF SHEATHING OVERLAPS GABLE 12" MIN (1)MSTA24 STRAPS OVER TOP PLATE FASTEN w/18-1Od (2)MSTA24 STRAPS FOLD OVER TOP PLATE FASTEN w/18 -10d FULL HEIGHT ANCHOR INSTALLATION CHART THREADED A C OD E F ROD 0 WOOD PLATE HOLE CONCRETE HOLE WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE 3/8 '/2"0 '/2"0 2x2x'/B" 4" 4•, 2" 3" 5/8 3W0 3/4"o 3x3x'/4" 7.5" 12" 2Y2" 3" HOLD DOWN AT ROOF TRUSS V MIN. (2)2x4 WOOD MONO STEM MONO STEM FULL HEIGHT ANCHOR WALL SECTION THREADED ROD INSTALLATION CHART FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN ANCHORING SYSTEM: THE THREADED ROD ANCHORING SYSTEM SHALL CONSIST OF %"0 A307 THREADED RODS, ORIENTED VERTICALLY AND ATTACHED TO THE FOUNDATION AND TO THE UPPERMOST PLATE AT THE LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE TOP PLATE, PROVIDE A 2"x 2"x )6" STEEL WASHER. FASTEN WITH A NUT AND ALLOW AT LEAST 3 THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) ROD INSTALLATION: AT ALL PLATE PENETRATIONS, PROVIDE A HOLE IN THE PLATE %" LARGER THAN THE DIAMETER OF THE THREADED ROD USED. WHILE SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE ROD SHALL BE INSTALLED APPROXIMATELY CENTERED IN HOLE. RODS MAY BE SLANTED FROM TRUE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SECURED OVER THE WASHER TO A SNUG -TIGHT CONDI110H PLUS ONE-HALF TURN OF A STANDARD WRENCH (APPROAMATELY 30 FT. -LBS. OF TORQUE). DUE TO SHRINKAGE AND COMPRESSION OF BUILDING CONTRACTORS SHALL RE -TIGHTEN NUT TO 30 FT. -LBS. OF TORQUE AFTER ALL TRADES ARE COMPLETE AND PRIOR TO INSULATION. EPDXY Ar1CHORING: ALL THREADED RODS SHALL BE DRILLED & EPDXY ANCHORED. SEE INSTALLATION CHART FOR EMBEDMENT AND EDGE DISTANCE REQUIREMENTS " FULL EIGHT ROD TEN HD R TIGHT F PLATE ON TITEN HD ROD COUPLER )DS - THD37634RC (%"x63/4") FULL HEIGHT ROD ALTERNATE -13""N ATTACHMENT L 2x4 SYP#2 OUTLOOKERS 0 24" O.C. H3 OR H2.5T HURRICANE CLIP 0 EA. OUTLOOKER TO TRUSS. -WALL SHEATHING UP GABLE END TRUSS. 2X4 #2 SYP BLOCK 0 EACH GABLE BRACE. FASTEN EACH END W/ 3-10d TOENAILS BLOCK TO DBL TOP PLT W/ 2-H2.5T 0.131x3" TOE NAILS 0 8"O.C. FROM BOT. CHORD OF TRUSS TO DBL. TOP PLATE LSTA12 0 48" O.C. OR DBL TOP PLT TO GABLE TRUSS BOTTOM CHORD W/ SDWC15600 0 36" O.C. OMIT IF SHEATHING OVERLAPS GABLE 12" MIN (1)MSTA24 STRAPS OVER TOP PLATE FASTEN w/18-1Od (2)MSTA24 STRAPS FOLD OVER TOP PLATE FASTEN w/18 -10d WALL SHEATHING STUD WALL FRAMING 8d COMMON WIRE NAILS]]- w/ 2x SOLID BLOCKING TO BLOCKING ® 3" O.C: II AT SHEATHING EDGE I I 1 2x4 BLOCKING BETWEEN EA. TRUSS. ATTACH AT EACH WALL � STUD w/ 3-16 NAILS AT EA. FRAMING INTERSECTION. (MIN. OF 6-16d BETWEEN EACH TRUSS) r4PERPENDICULAR TRUSS 6" DOUBLE TOP PLATE DBL. TOP MAX NOTCH HEADER PLATE NAILS INTO BEAM. SPACE BELOW TOP PLATE 0 48" O.C. OMIT IF WALL ° SHEATHING IS INSTALLED PORCH 8 -GUN NAILS °i TO HEADER, IN SEE PLAN. FULL HEIGHT BRACING APPLIED TO ANCHOR OR DTT2Z No. HOLD DOWN AT ROOF TRUSS V MIN. (2)2x4 WOOD BASE OF POST BELOW. & (1) ADJ. OPTION A TO PORCH HEADER. WALL SHEATHING STUD WALL FRAMING 8d COMMON WIRE NAILS]]- w/ 2x SOLID BLOCKING TO BLOCKING ® 3" O.C: II AT SHEATHING EDGE I I 1 2x4 BLOCKING BETWEEN EA. TRUSS. ATTACH AT EACH WALL � STUD w/ 3-16 NAILS AT EA. FRAMING INTERSECTION. (MIN. OF 6-16d BETWEEN EACH TRUSS) r4PERPENDICULAR TRUSS 8 -GUN ° NAILS FULL HEIGHT ANCHOR OR DTT2Z HOLD DOWN AT MIN. (2)2x4 WOOD BASE OF POST BELOW. & (1) ADJ. OPTION B TO PORCH HEADER. r,3 TYPICAL PORCH BEAM CONNECTION IF TRUSS REACTION EXCEEDS 23001bs PROVIDE CRIPPLE STUDS DIRECTLY BENEATH TRUSS 2-SIMPSON H2.5T., I I n STRAP KING POST TO POST BELOW WITH 2-CS16 STRAPS WHEN FULL HEIGHT ANCHORS ARE NOT USED STRAP KING POST TO POST BELOW WITH 2-CS16 STRAPS WHEN FULL HEIGHT ANCHORS ARE NOT USED HEADER DOWN CONNECTION LSTA12 FOLDED OVER TOP DOUBLE TOP PLATE PLATE w/5 -10d NAILS CONTINUOUS OVER INTO TOP PLATE & 5-10d 6" HE NAILS INTO BEAM. SPACE MAX . 0 48" O.C. OMIT IF WALL FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) SHEATHING IS INSTALLED ON FACE OF BEAM 8 -GUN ° NAILS FULL HEIGHT ANCHOR OR DTT2Z HOLD DOWN AT MIN. (2)2x4 WOOD BASE OF POST BELOW. & (1) ADJ. OPTION B TO PORCH HEADER. r,3 TYPICAL PORCH BEAM CONNECTION IF TRUSS REACTION EXCEEDS 23001bs PROVIDE CRIPPLE STUDS DIRECTLY BENEATH TRUSS 2-SIMPSON H2.5T., I I n STRAP KING POST TO POST BELOW WITH 2-CS16 STRAPS WHEN FULL HEIGHT ANCHORS ARE NOT USED STRAP KING POST TO POST BELOW WITH 2-CS16 STRAPS WHEN FULL HEIGHT ANCHORS ARE NOT USED HEADER DOWN CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A H2.5T 0 32" O.C. TOP & BOT B SEE PLAN C (1)MSTA24 STRAPS D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) HEADER TIE DOWN S0.1% THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN AAI II TIPI F RRA, Fn TRI ISCFC AC INIIICATFn IN TRNSS SPFCIFICATIONS 11 PERMANENT TRUSS BRACING 0.1 SCALE: 3/4" = 1'-0" MINIMUM 2 PLY MINIMUM STUD -\ 2 PLY STUD AT 2ND STORY STUDS PROVIDE 1 CS18 STRAPS AT BASE OF STUDS (FLOOR TO FLOOR) SIMPSON DTT2Z w/8- Y4"x1Y2" HTT5 SDS SCREWS ALTERNATE FOR ALTERNATE FOR 3/8" FULL HEIGHT ROD 5/8" FULL HEIGHT ROD 14 FULL HEIGHT THREADED ROD so.1 ALTERNATE SIMPSON HTT5 OR HDU5. FASTEN 26-10d COMONS MIN 2 PLY STUD IN LIEU OF 2 STUDS ITS ACCEPTABLE TO SISTER A MIN 2 PLY 36" LONG STUD STUD I FASTEN w/12- I ol 0.131x3" GUN II • I NAILS II II '0 II SIMPSON DTT2Z II II w/8- Y4'X1Y2' II • II SDS SCREWS II WALL SHEATHING Lou Pontig() and Associates. Inc. 420 Osceola Avenue fax. Beach, Florida 32250 Ph. 242-0,.08 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 I STUD WALL FRAMING (1)DIAGONAL BRACE PER w/ 2x SOLID BLOCKING (4) TRUSSES APPLIED ��gggggsg HER j ' g TO BLOCKING 0 3" O.C. I X\`+`gyp*�• TO BACKSIDE OF WEB. IN BRACING APPLIED TO \ No. ROOF TRUSS V FRONT SIDE OF WEBS. OR JOIST v, CONTINUOUS LATERAL BRACING, SEE w ", ST s 00 TRUSS SHOP DRAWING FOR QTY. AND �' �• �. e o SEE DETAIL B ABOVE' CONTINUOUS 2x6 SYP#2� LOCATION. IF MORE THAN (1) LATERAL o• w` LEDGER FASTEN WITH 5-0.131x3" EA. STUD. '`^z�' ``®.• `�` BRACE IS NEEDED, OVERLAP BRACE AS SHOWN, PARALLEL TRUSS i DETAIL A Christopher I Sabourin PE 11 PERMANENT TRUSS BRACING 0.1 SCALE: 3/4" = 1'-0" MINIMUM 2 PLY MINIMUM STUD -\ 2 PLY STUD AT 2ND STORY STUDS PROVIDE 1 CS18 STRAPS AT BASE OF STUDS (FLOOR TO FLOOR) SIMPSON DTT2Z w/8- Y4"x1Y2" HTT5 SDS SCREWS ALTERNATE FOR ALTERNATE FOR 3/8" FULL HEIGHT ROD 5/8" FULL HEIGHT ROD 14 FULL HEIGHT THREADED ROD so.1 ALTERNATE SIMPSON HTT5 OR HDU5. FASTEN 26-10d COMONS MIN 2 PLY STUD IN LIEU OF 2 STUDS ITS ACCEPTABLE TO SISTER A MIN 2 PLY 36" LONG STUD STUD I FASTEN w/12- I ol 0.131x3" GUN II • I NAILS II II '0 II SIMPSON DTT2Z II II w/8- Y4'X1Y2' II • II SDS SCREWS II WALL SHEATHING Lou Pontig() and Associates. Inc. 420 Osceola Avenue fax. Beach, Florida 32250 Ph. 242-0,.08 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 H ADER UP CONNECTION CONN ECTIO UPLIFT CONNECTOR CALL OUT A LS18 0 32" 0. C. B SEE PLAN C (1)CS16 STRAPS D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) SINGLE TRUSS BRACING I•I I>I II II I°I I,I II T -BRACE FASTENED TOI•I WEB w/ l d 0 6"O.C. I I T -BRACE TO BE THE I°I SAME SIZE, SPECIES, I I AND GRADE AS WEB I°I T E E BRACED. II I°I II BRACING NOTES AND SPECIFICATIONS 1.)ALL BRACING LUMBER SHOWN, EXEPT FOR T -BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4 SPF#2 OR BETTER. (UON) 2.)BRACING LUMBER SHALL INTERSECT THE WEB OF THE BRACED TRUSS, PER DELEGATED TRUSS ENGINEER. 3.)PERMANENT PERMANENT BRACING WHERE NOTED ON TRUSS MFR. SHOP DRAWINGS. THE CONTRACTOR SHALL PROVIDE 1x4 SYP#3 OR BETTER BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS BOTTOM CHORDS AND ATTACHED TO EACH TRUS WITH 2-8d COMMON NAILS. AT GABLE END WALLS PROVIDE DIAGONALS AT END WALLS PROVIDE DIAGONALS (APPROXIMATELY 45%) TO THE ADJACENT EXTERIOR PERPENDICULAR WALL BETWEEN EACH LINE OF BRACING TO FORM A ZIGZAG PATTERN ALL CONSTRUCTED OF THE SAME BRACING MATERIAL. THIS REQUIRMENT IS NOT NECESSARY AT HIP ROOFS. ALSO ALONG EXTERIOR WALLS PARALLEL TO BOTTOM CHORD BRACING PROVIDE DIAGONALS IN THE END SPACE BETWEEN THE WALL AND THE FIRST LINE OF BOTTOM CHORD BRACING AT A MAXIMUM SPACING OF 20 FEET. MIN 2 PLY STUD IN LIEU OF 2 STUDS ITS ACCEPTABLE GIRDER TRUSS TO SISTER A OR BEAM GIRDER TRUSS 36" LONG STUD OR BEAM FASTEN w/12 - 0.131x3" GUN NAILS (2) TS12 (2)MTS12- I o SIMPSON FULL HEIGHT LTT20B THREADED OD II Y2" THREADED ROD II WITHIN 6" OF " THREADED II EPDXIED 4" MIN OR II GIRDER (SEE PLAN) ROD EPDXIED I a Y2x6" TITEN HD I I 7.5" MIN I II )/2" THREADED ROD °° ` IIEPDXIED 4" MIN OR IL.2L I j Y2x6" TITEN HD I I I HTT5 or HDU5 DTT2Z LTT208 15 HOLD DOWN ATTACHMENT DETAIL BUILT-UP P SEE PLAP f \-(2)H2.5T \-(2)H2.5T J MINIMUM 2 PLY AT 2ND STORY STUD STUDS PROVIDE 2 CS18 STRAPS A- AT BASE OF STUDS (FLOOR TO FLOOR) MINIMUM /-2 PLY HOLD DOWN SEE PLA STUD/-3/8" ROD = DTT2Z ROD = HTT5 BUILT-UP POST, SEE PLAN. OPTION 1 OPTION 2 LL HEIGHT TR CONVENTIONAL GIRDER / BEAM STRAPPING THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN 'FIELD1 ALTERATION CONTRACT6P SHALL CONTACT LOU PONTIGO a ASSOCIATES .BRIOR 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. 2 Z U �7 Q� w w m � J pZa L < L'j J � � � w � N m Oo T�(PICAL I�AMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE EO.R. PLA NAN1E CAPTI A - COASTAL DESIGN/ RAWN/CHECKED CS KM /LAP DATE 03.13.18 SCALE S NOTED LPA No. TOLL -18-00320 CONTROL No. 3795 SHEET 0.1 SHEET 2 OF 7 I STUD WALL FRAMING w/ 2x SOLID BLOCKING AT SHEATHING EDGE 8d COMMON WIRE NAILS /� ¢ �r' � ��gggggsg HER j ' g TO BLOCKING 0 3" O.C. I X\`+`gyp*�• IN \ No. ROOF TRUSS V OR JOIST v, - I FOR PERPENDICULAR ", ST s 00 TRUSS CONNECTION �' �• �. e o SEE DETAIL B ABOVE' CONTINUOUS 2x6 SYP#2� 0, :, o• w` LEDGER FASTEN WITH 5-0.131x3" EA. STUD. '`^z�' ``®.• `�` 6Q� . �••' ��a "" """'v`M PARALLEL TRUSS i DETAIL A Christopher I Sabourin PE F L I PE#71461 ADJ. TO ROOF CONNECTION DANDWALL SEE CONSTRUCTION SPECIFICATIONS FOR ROOF WALL SHEATHING AND STUD FRAMING. REVISIONS DATE H ADER UP CONNECTION CONN ECTIO UPLIFT CONNECTOR CALL OUT A LS18 0 32" 0. C. B SEE PLAN C (1)CS16 STRAPS D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) SINGLE TRUSS BRACING I•I I>I II II I°I I,I II T -BRACE FASTENED TOI•I WEB w/ l d 0 6"O.C. I I T -BRACE TO BE THE I°I SAME SIZE, SPECIES, I I AND GRADE AS WEB I°I T E E BRACED. II I°I II BRACING NOTES AND SPECIFICATIONS 1.)ALL BRACING LUMBER SHOWN, EXEPT FOR T -BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4 SPF#2 OR BETTER. (UON) 2.)BRACING LUMBER SHALL INTERSECT THE WEB OF THE BRACED TRUSS, PER DELEGATED TRUSS ENGINEER. 3.)PERMANENT PERMANENT BRACING WHERE NOTED ON TRUSS MFR. SHOP DRAWINGS. THE CONTRACTOR SHALL PROVIDE 1x4 SYP#3 OR BETTER BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS BOTTOM CHORDS AND ATTACHED TO EACH TRUS WITH 2-8d COMMON NAILS. AT GABLE END WALLS PROVIDE DIAGONALS AT END WALLS PROVIDE DIAGONALS (APPROXIMATELY 45%) TO THE ADJACENT EXTERIOR PERPENDICULAR WALL BETWEEN EACH LINE OF BRACING TO FORM A ZIGZAG PATTERN ALL CONSTRUCTED OF THE SAME BRACING MATERIAL. THIS REQUIRMENT IS NOT NECESSARY AT HIP ROOFS. ALSO ALONG EXTERIOR WALLS PARALLEL TO BOTTOM CHORD BRACING PROVIDE DIAGONALS IN THE END SPACE BETWEEN THE WALL AND THE FIRST LINE OF BOTTOM CHORD BRACING AT A MAXIMUM SPACING OF 20 FEET. MIN 2 PLY STUD IN LIEU OF 2 STUDS ITS ACCEPTABLE GIRDER TRUSS TO SISTER A OR BEAM GIRDER TRUSS 36" LONG STUD OR BEAM FASTEN w/12 - 0.131x3" GUN NAILS (2) TS12 (2)MTS12- I o SIMPSON FULL HEIGHT LTT20B THREADED OD II Y2" THREADED ROD II WITHIN 6" OF " THREADED II EPDXIED 4" MIN OR II GIRDER (SEE PLAN) ROD EPDXIED I a Y2x6" TITEN HD I I 7.5" MIN I II )/2" THREADED ROD °° ` IIEPDXIED 4" MIN OR IL.2L I j Y2x6" TITEN HD I I I HTT5 or HDU5 DTT2Z LTT208 15 HOLD DOWN ATTACHMENT DETAIL BUILT-UP P SEE PLAP f \-(2)H2.5T \-(2)H2.5T J MINIMUM 2 PLY AT 2ND STORY STUD STUDS PROVIDE 2 CS18 STRAPS A- AT BASE OF STUDS (FLOOR TO FLOOR) MINIMUM /-2 PLY HOLD DOWN SEE PLA STUD/-3/8" ROD = DTT2Z ROD = HTT5 BUILT-UP POST, SEE PLAN. OPTION 1 OPTION 2 LL HEIGHT TR CONVENTIONAL GIRDER / BEAM STRAPPING THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN 'FIELD1 ALTERATION CONTRACT6P SHALL CONTACT LOU PONTIGO a ASSOCIATES .BRIOR 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. 2 Z U �7 Q� w w m � J pZa L < L'j J � � � w � N m Oo T�(PICAL I�AMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE EO.R. PLA NAN1E CAPTI A - COASTAL DESIGN/ RAWN/CHECKED CS KM /LAP DATE 03.13.18 SCALE S NOTED LPA No. TOLL -18-00320 CONTROL No. 3795 SHEET 0.1 SHEET 2 OF 7 (2)2x6 KING STUDS (2)2x6 JACK STUDS (2)2x STUD CORNER P.T. SOLE PLATE CONC. SLAB OVERLAP SIDEWALL TOP PLATE SOLE PLATE I ANCHOR b t GARAGE HEADER ALWAYS PLACE HEADER AT TOP OF ROUGH (2)20ga STRAPS OPENING HEADER TO JACK HTT5 W/ %'* THREADED ROD EPDXIED 12" GOAL POST. FASTEN TO STUD PACK WITH 2 -ROWS OF 16d RING SHANK NAILS ® 12" O.C. ATTACH GARAGE DOOR THRU UPRIGHT BUCK DIRECTLY INTO STUD PACK, PER GARAGE DOOR SUPPLIER HTT5 %" THREADED ROD to EPDXIED 12" a e e a a a I GARAGE SOLE PLATE HTT5w/ FLOOR ANCHOR %" THREADED ROD EPDXIED 12" GARAGE WING WALL SECTION THICKENED SLAB EDGE AT GARAGE OPENING. NOTES: 1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. GARAGE WING WALL ELEVATION GARAGE HEADER FRAMING "1CK STUD F DOOR LI EVATION VIEW Y4" x3Y2" TAPCON SCREW CONC. SLAB ELEVATION VIEW ACK STUD T DOOR SIMPSON LTT20B RECESSED IN SLAB w/Y2" THREADED ROD EPDXIED 4" FRONT ENTRY JAMB FASTENING THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN GARAGE HEADER, SEE PLAN (2)MSTA24 ALWAYS PLACE HEADER AT TOP OF ROUGH OPENING CRIPPLE STUD GARAGE HEADER, SEE PLAN (2)MSTA24 JACKS AND KING STUDS PER PLAN. HTT5 w/ %" THREADED ROD EPDXIED 12" P.T. SOLE PLATE THICKENED SLAB EDGE AT zz GARAGE OPENING. 2 GARAGE CENTER WALL FRAMING ).2 PORCH BEAM SUPPORT POST IF 4x4 IS SPECIFIED ON PLAN, WOOD ROOF TRUSSES. USE (2)2x4 SPF#2 SUPPORT. MIN. (2)2x4 PT SYP #2 12d COMMON 24" MAX. IF 6x6 IS SPECIFIED ON PLAN, r 0 4" O.C. • :. RATED WALL SHEATHING w/ 1 12" MIN. 8d ® 6" O.C. EDGE & FIELD. • ATTACH PORCH BEAM TO 4. TRUSS I SUPPORT POST w/ (2)HTS20. I 2 GARAGE CENTER WALL FRAMING ).2 BOX COLUMN DETAIL PRE-ENGINEERED PORCH BEAM SUPPORT POST IF 4x4 IS SPECIFIED ON PLAN, WOOD ROOF TRUSSES. USE (2)2x4 SPF#2 SUPPORT. MIN. (2)2x4 PT SYP #2 12d COMMON 24" MAX. IF 6x6 IS SPECIFIED ON PLAN, r 0 4" O.C. USE (3)2x4 SPF#2 SUPPORT. RATED WALL SHEATHING w/ 1 12" MIN. 8d ® 6" O.C. EDGE & FIELD. 5-12d TOE STUDS w/ 2-0.131X3" ATTACH PORCH BEAM TO NAILS EACH NAILS AT EA. STUD. TRUSS I SUPPORT POST w/ (2)HTS20. I 0,11 SOLE PLATE I ATTACH SUPPORT POST TO ANCHOR II FOUNDATION WITH HTT4 w/ 5/e "mx6" EMBED EPDXY ROD. U.O.N. S'iP#2 PT SOLE PLATE BOX COLUMN MAY BE USED IN LIEU OF 4x4 OR 6x6, WATER PROOFING AT LOWER PORTION OF BOX COLUMN BY BUILDER IF PT MATERIAL IS NOT USED. BOX COLUMN DETAIL PRE-ENGINEERED `O� WOOD ROOF TRUSSES. � tR00F BALLOON FRAMED WALL 12d COMMON SHEATHING AND FASTEN TRUSS TOP WIRE NAILS AND BOTTOM CHORDS TO 0 4" O.C. BALLOON FRAMED WALL STAGGERED UPLIFT-/ CONNECTOR DOUBLE TOP PLATE RAFTER TAIL DETIAL (2)20go STRAPS HEADER TO JACK (2)2x6 JACKS AND (1) KING. OVERLAP SIDEWALL TOP PLATE ALWAYS PLACE HEADER AT TOP OF ROUGH OPENING HTT5 w/ %" THREADED ROD EPDXIED 12" j//////I LEXTEND HEADER TO 2 FAR SIDE OF WALL ix6 POST AS SHOWN. j 6 6 6 4'-O"x4'-0" PIECE OF WALL SHEATING INSTALL AT UPPER CORNER 1" BELOW GARAGE HEADER DETAIL A ON EXTERIOR STUD (TRIMED AS SHOWN) FASTEN SHEATING TO HEADER w/ 8d COMMON QR- GALV. BOX NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING (STUDS, BLOCKING & SILLS) TYP. -DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS 6x6 POST WITH ABU66 w/ 5/," THREADED ROD GARAGE WING WALL FRAMING LESS THAN 12" THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN CE 2x6 x 4'-6" P.T. SYP NO.2 OSED RAFTER TAIL TO EACH ROOF SS®24"O.C. F2x4 P.T. SYP No.2 BLOCKING/CLOSURE FASTEN w/ 3-12d TOE NAILS. RIP DOWN TO REQUIRED DEPTH 4V V-4" V ROOF CONE 10d COMMONS 1/2"; ® 6"o.c 2x6 ' ® 24 2x6 SYP#2 LEDGER - H2.5 - w/2 -1 /4"xC' SDS SCREWS ® 16"o.c ., �-WOOC 6x6 POST SEE PLAN (2)H: 4x4 3-10d TOENAILS %"x8" LAG SCI EACH SIDE RECESSED \ 4x4 DIAGONAL %"x8" LAG SCI RECESSED 4x4 VERTICAL [FA —j-,L C 8 SHED ROOF - BRACKET DETAIL S0.2 SCALE: 3/4" = 1'-0" 2x4 BLOCKING H3 0 EA. OUTLOOKER' STUD SPACING, SEE FRAMING PLAN Q$ SCHEDULE. 2x4 BLOCKING AT 48" O.C. BETWEEN GABLE AND FIRST INTERIOR TRUSS. G CONVENTIONAL SW ANCHOR PER SCHEDULE. W) FIIII T AKIrunR 4-0.131x3r TOE NAILS (2 EA. SIDE) 2x4 AT OUTLOOKER NOTE 24" O.C. PLACE GABLE END TRUSS To THE INT. FACE OF tR00F BALLOON FRAMED WALL SHEATHING AND FASTEN TRUSS TOP n AND BOTTOM CHORDS TO BALLOON FRAMED WALL 5-12d TOE STUDS w/ 2-0.131X3" NAILS EACH NAILS AT EA. STUD. TRUSS FASTEN GABLE END TRUSS w/ FULL HT. ANCHOR AND HA4 EA. END -4 z! t Associates, Inc. 420 sceola Avenue lax. beach, Florida 32250 Ph. 242-0 08 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 s No. 4 1 TAS of RF °a. 0. C){ + N �r to m i� a` ♦� o jSJ,�� Christoph r I SabOUrin PE FL PE#71461 REVISIONS I DATE FIELD ALTERATION CONTRACT RSHALL CONTACT LOU PONTIGO ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICA IONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS, ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO E ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR IN PECTION FEES. isc FR AMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME CAPTIVA - COASTAL DF.SIGN;�RAWNICHECKEn CS KM LAP DATE 03.13.18 � SCALE AS NOTED LPA No. TO 'L-18-00320 C NTROL No. 3795 SHEET S�0.2 SHEET 3 OF % 0 Ln 11'-0" 10'-2" 10" 9 S1.01 I� 74'-0" I 1 I 3 S1.01 I S1.01 FOOTING SCHEDULE AND NOTES TYPE LENGTH WIDTH DEPTH BOTTOM BARS F2.0 2'-0" 2'-0" 1'-0" 3-#5 EA. WAY BOT. F2.5 2'-6" 2'-6" 1'-0" y_ WAY BOT. F3.0 3'-0" 3'-0" 1'-0" 3-#5 EA. I LO S-6" S-6" 1'-0" 4-#5 EA. WAY BOT. - - - - - - - - - - - - - - - - 4'-0" 4'-0" 1'-0" 4-#5 EA. MONO FOOTING 1^4 TOIT 4'-6" 4'-6" 1'-0" 4-#5 EA. WAY BOT. 3 STEMWALL ,\- w / (2)#5x30" I I I S1.01 8 DOWELS EPDXIED 6" S1.01 I I S1.01MIN. (TYP.) LO STAIRS BY v _ BUILDERQ I 10B of 071 I S1.01 LE 7-01 I � I I I 4 I I I co O I - '% 51.01 4„ CONCRETE SLAB w/ _ I ..,, _ _SAWCU T- I d- I I FIBERMESH @ 1.5 LBSCU.YD. / PROVIDE 2-#4x4'-0" OF CONCRETE OR 6x6 W1.4xW1.4 CORNER CRACK BARS - I I F3.0 9 SIM. I WWF ON 6MIL VAPOR BARRIER AT SLAB MID -DEPTH. I cn �! S1.01 8 IN PREPARED GRADE. I I S1.01 i I >' �/4\ kPAVERS I co I S1.01 I I is I oO S101 Y OTHERS I PROVIDE SAW CUTS PER I 5/S1.01, BUILDER TO , „ 4 -2 12 -4 COORDINATE WITH FINISH STAIRS BY FLOOR MATERIAL. 6 I 4 I �o `- _/ BUILDER I I SLIDING GLASS DOOR �- = � , S1.01 I � S1.01 (�_ 3 S1.01 - Ln MUST BE RECESSED \ - I - _ - - - - - - - - - - - - - - I I SEE ARCHITECTURAL PLANS \ ., _ N o FOR LOCATION OF SLIDING - - - - - - - GLASS DOORS. - - - - - - - - I MONO FOOTING TO I I Ln - STEMWALL w/ (2)#5x30" 6 DOWELS EPDXIED 6" I N 1 O/ S1.01 I S1.01 I \ co MIN. (TYP.) ! S AIR BL ILD F2.0 ISOLATED FOOTING 7T SEE DETAIL _ I 9 0 11/S1.01 (TYP.) I L \ I S1.01 L PAVERS I BY OTHERS I I ao u I j 1 I I 6N 51.01 `° N - I I 8 I I ' I N 0 S1.01 S1.01 I I 5'-5" 12'-1" 7'-6" 9'-0" 7'-2" 4'-2' I I I - MONO FOOTING TO I I I I �- - -- o o MONO FOOTING TO I ,! I O STEMWALL w/ (2)#5x30„ STEMWALL w/ (2)#5x30" I '� DOWELS EPDXIED 6" DOWELS EPDXIED 6" MIN. (TYP.) I I I I MIN. (TYP.) h u FOOTING SCHEDULE AND NOTES TYPE LENGTH WIDTH DEPTH BOTTOM BARS F2.0 2'-0" 2'-0" 1'-0" 3-#5 EA. WAY BOT. F2.5 2'-6" 2'-6" 1'-0" 3-#5 EA. WAY BOT. F3.0 3'-0" 3'-0" 1'-0" 3-#5 EA. WAY BOT. F3.5 S-6" S-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 FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. 2. FTGS. & FND. SHALT BE IN ACCORDANCE w/ LOCAL BUILDING CODES. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. 1 2 S1.01 S1.01 FOUNDATION PLA SCALE: 1/4" = 1'-0" ---------------------------- - - 1 9 S1.01 S1.01 10" 4'- 10" 7,_ 0" 1'-4" BY R SYMBULS LL( ENU - - - - - DESIGNATES FOOTING LINE - DESIGNATES SAWCUT LINE I- INTERIOR LOAD BEARING WALL ° DESIGNATES SLAB RECESS f t_v U 1 U II l I JU Cl I I U Associates, Inc. 420 Osceola Avenue Jax. 6e#h, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 344 SC: CA# 3579 L �e t ,,, a s:are�F,r ��O `�� f••� ' °45�LIa E, ° o f � *' Jai __rryy 9 y J''`ij �.A 4'f Jt®e, �'r' °o.,xxuy M1 a ., . ._. fy iY i\ems e 4 ��.�a .,`•�� Christophl' r ]"°S°a'6ourin PE 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 & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. FOUNDATION LAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ��APCUHIT,ELCTURAL DRAWINGS ORCACT THE E.O.R. PLAN NAME CAPTI A - COASTAL DESIGN/DRAWN/CHECKED CS KM /LAP DATE 03.13.18 SCALE S NOTED LPA No. TOLL -18-00320 CQNTROL No. 3795 SHEET S1.0 SHEET 4 OF 7 M AT WALLS GREATER THEN 4'-0" HIGH, NOTIFY E.O.R. FOR TEMPORARY BRACING LAYOUT PLAN AND PERMANENT LATERAL SUPPORT DETAIL. GRADE OR CONC. SLAB, SEE PLAN. —\ TYPICAL WALL FRAMING AND ANCHORAGE '--PER CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PROVIDE F—CORNER BARS (TYPICAL) 12" HOOK INTO SLAB. MONO SLAB FOOTING AT PORCHES, WHEN SPECIFIED ON PLAN. SLAB ON GRADE, d SEE PLAN. �\ z}w 11 I 1�`\��/\�/i� #4 DOWEL TO MATCH VERT. STEMWALL SCHEDULE CMU REINFORCING COURSES 1 TO 6 #4 VERT. @ 48"O.C. 7 TO 10 #4 VERT. @ 24"O.C. 11 TO 12 #4 VERT. @ 8"O.C. STEMWALLS OVER 6 COURSES TO HAVE TRUSS TYPE HORIZ. JOINT REINF. BETWEEN EVERY OTHER COURSE. FILL CELLS SOLID. o \\�� STEMWALL REINFORCING (SEE IL / SCHEDULE) w/ 6" HOOK INTO - z \� d 44 \ FOOTING. LAP VERT REINFORCING o0 `\� • � °• �\ E STEMWALL GREATER THAN3 ( ) COURSES CONT. CONCRETE FOOTING 8"d x 16"w 1—STORY, w/(2)#5 CONT. 10"d x 20"w _ 2—STORY, w/(3)#4 OR (2)#5 CONT. STEMWALL FOOTING SCALE: 3/4" = 1'-0" TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PROVIDE _ CORNER BARS (TYPICAL) 12" HOOK INTO SLAB.--\ SLAB ON GRADE, SEE PLAN. N 8" CMU STEM WALL W/_.,� #4 VERTICAL DOWELS @ 24" O.C. 90` BEND INTO FTG. L ° 0 O I CONTINUOUS CONCRETE • ° • FOOTING 3" CLEAR Q 10"x20" w/ 2—#5 CONT. 74� STEMWALL AT GARAGE SCALE: 3/4" = 1'-0" IN TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. SLAB ON GRADE— } SEE PLAN SLAB ON GRADE, 1 SEE PLAN. ALT. FOOTING AT BUILDERS DISCRETION. #3 @ 48" 0, C. OR ROD CHAIRS (TYP.) 12" �— w/(2)#5 CONT. MONOLITHIC EDGE FOOTING 51„ 2 TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. 1-#5 CONT., PROVIDE CORNER BARS (TYP.) SEE 7B/S1.01 SEE ARCH PLAN ; SLAB ON GRADE, SEE PLAN. V. -- �\ SHOWER PAN SLOPES TO DRAIN SEE ARCH PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. L N. M A STEMWALL, SEE 1 YS1.01 - 2 FOOTING / SHOWER RECESS S1.01 (IF REQUIRED) TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. 8" CMU OPEN BOTTOM LINTEL BLOCK w/ 1—#5 CONTINUOUS SLAB ON GRADE— - SEE PLAN e/V� • '4 • Q 3" CLEAR w J 10"x20" C) w/ 2—#5 CONT. GARAGE STEM WALL S1.01/ (IF REQUIRED) it SLAB ON GRADE, WALL FRAMING---\, 1" DEEP SAWCUT w/ SEE PLAN ELASTOMERIC SEALANT SLAB ON 5- --V GRADE, / NOTES: f\�/ ° �,SEE PLAN. 1) PROVIDE SAWCUTS T CREATE �\ ` `' %F00 APPROXIMATE 12' X 12' MAX. SQ. 2) SAWCUT CONC. SLAE WITHIN 4 TO 7 12 HOURS OF CONC, PLACEMENT. OPTIONAL 8"x16" 2" FLAIR 1 -STORY, w/(2)#5 CONT. 8"x2o" 2 -STORY, w/(2)#5 CONT. 5 SAW CUT DETAIL 6 BEARING AT INTERIOR 7 �-O S1.01 S1.0 PAVER BY MATCH DOOR 3/4" RECESS WITH, SEE ARCH. BOND BEAM w/1—#5 OTHERS SLAB ON GRADE, \ \� _ a° t SEE PLAN. X r�j\ PAVING BY Q \\!i 8 MASONRY BUILDER \ 1 12"x12" 5 CONT. Ud / STEM WALL w/ # E. J. DETAIL 10B o_ %;" 1—#4 @ 48" O.C. MATERIAL GRADE OR CONC. cv SLAB, SEE PLAN. �\ j\' " \\/ SLAB ON GRADE, 7,. SEE PLAN. 4 / d THICKENED EDGE 8"x8" w/ 1—#5 CONT. DETAIL 10A 12 THICK x 20" WIDE w/ (2)#5 CONT. 'g PORCH STEM WALL S1.01 SOLE PLATE ANCHOR, SEE 3/SO.0 8" CMU STEM WALL / #4 VERTICAL DOWELS @ 24" O.C. 90° BEND INTO FTG. CONTINUOUS CONCRE FOOTING STEP, SEE ARCH. (4" MAX.) EQUAL TO SLAB THICKNESS. 7B @ SLAB RECESS WALL FRAMING BRICK VENEER IS ACCEPTABLE WITHOUT INCREASE OF FOOTING SIZE. STEP, SEE ARCH. PLAN SLAB ON -4L� _ ___ _ GRADE, SEE PLAN. co e e 3" 8"x16" 1 -STORY, w/(2)#5 CONT. 8"x20" 2 -STORY, w/(2)#5 CONT. I MONO. FOOTING AT STEP -D WN TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. SLAB ON GRADE, SEE PLAN. ALT. FOOTING AT _,--- BUILDERS DISCRETION. 24" 3-#4 HOOKED VERTICALS 8" O.C. TYPICAL MONO - FOOTING NOTES, EE DETAIL 8/S1.01. 8" 1 ISOLATED FOOTING, I \—REINFORCING THICKENED SLAB 11 S1.0 SEE PLAN SEE SCHEDULE. ISOLATED FOOTING UNDER MONOLITHIC EDGE SIC Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0 08 Fax. 241-9557 FL: CA # 344 SC: CA# 3579 REVI IONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE 114TENT 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. T Z U 0 Ln (� W w V 1M Q LCL W W U w Z I� �I I O�Z I I < L'j V 1 -1 Q 0 � W Z F— N — .-- o0 Oo J U FOUNDATION DETAILS DO NOT SCJ4LE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CO ACT THE E.O.R. PLAN NAME CAPTII/A — COASTAL DESIGN/ RAWN/CHECKED CS KM LAP DATE 03.13.18 SCALE AS NOTED LPA No. TOLL -18-00320 CONTROL No. 3795 SHEET 1.01 SHET5 OF • • 71 J e' LPS ° iY f�ftsaaraeast.•s " Christopher J Sabourin PE FL PE#71461 REVI IONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE 114TENT 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. T Z U 0 Ln (� W w V 1M Q LCL W W U w Z I� �I I O�Z I I < L'j V 1 -1 Q 0 � W Z F— N — .-- o0 Oo J U FOUNDATION DETAILS DO NOT SCJ4LE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CO ACT THE E.O.R. PLAN NAME CAPTII/A — COASTAL DESIGN/ RAWN/CHECKED CS KM LAP DATE 03.13.18 SCALE AS NOTED LPA No. TOLL -18-00320 CONTROL No. 3795 SHEET 1.01 SHET5 OF SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW: 3 Z§4 SHEARWALL SHEATHING TO BE APPLIED. 8d @ j DESIGNATES 8d COMMONS 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. - - BEAM OR TRUSS, SEE PLAN ANCHOR LEGEND X 3s' A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 X5 %" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/S0.1 0%" ADIAMETER THREADED TER ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 /�C %" A307 DIAMETER THREADED ��5 ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 -6x6 P.T. SYP#2 POST BEAM TO STUDS w/MSTA24. SIMPSON H7T5 SEE DETAIL 15/S0.1 SEE DE AIL w/ABU66. SEE DETAIL //_1/S0.2. 2 2x6-1 1 2 2x6-1 1 2 2x6-1 1 /2 2x6-1 1 FiB 2/S0.1. (TYPICAL) -�) O / (7(2)2x6-1/1 ( ) / ( ) / l ) / SIMPSON DTT2Z SEE DETAIL 15/S0.1 3 2x12 r 1 - ___ ' SIMPSON LTT206 SEE DETAIL 15/50.1 WALL STUD SCHEDULE X W I I LOCATION PLATE STUD SIZE N N HEIGHT & SPACING N�� W V (I N EXTERIOR # _ X 9'-1" 2x4 SPF#2 ®16" O.C. I N MAX MAX 2x4 SPF#2 ®12" O.C. N I _ _�____ W X j N EXTERIOR 10'-1 2x6 SPF#2 0 16" O.C. or CD C14 1:QN I I EXTERIOR 10'-1 TO 2x6 SPF#2 0 16" O.C. F�Ec I � I I 14'-0" I STRUCTURAL INTERIOR IMAX 2x4 SPF#2 0 16" O.C. 1 I BRACKET PER DETAIL INTERIOR MAX 2x4 SPF#2 ® 12" O.C. 12'-0" 2x6 SPF#2 ® 16" O.C. or SEE DETAIL ( 8/SO.2 (5 PLACES) S7UQ NOTES 1 - I OSB WALL 2/SO.2. 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE L I J 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. SHEATHING. CONTRACTOR MAY INCREASE STUD SIZE TO MEET FASTEN TOP OF WALL m ARCHITECTURAL REQUIREMENTS. Ld PER DETAIL 5/S0.1. Q N I I 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN N I Q \ I YELLOW PINE. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. W N i I N X X I I v X N 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS O N < TO CONCRETE SLAB w/16d MASONRY CUT NAILS ® 16" O.C. m I I V) N I N MINIMUM. SEE 3/SO.D FOR ADDITIONAL ANCHORS AT Q`j I I SHEARWALLS NI �I I I I 0 N 01 I I COMBINED USE PANEL NOTES ST AP HEADER ______ � � I 1. EXTERIOR WALL SHEATHING SHALL BE PER 7/S0.1 I I CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING SPLICE LOCATIONS FOR MULTI STORY CONDITIONS (2)2x1 2-1/2 2. SEE SHEET SO.0 FOR WALL SHEATHING SHEATH CONT. - SPECIFICATIONS. PRIOR TO FRAMING 1 SEE DETAIL POCKET FOR SGD I 2x4 SPF#2 STUDS @ 12" O.C. 2X4 S F#2 STUDS (9) 12" O.C. 0 1 /SO.2. 3. UPPER MOST TOP PLATE SUPPORTING ROOF ! MEMBERS SHALL BE STRAPPED AS SHOWN IN SEE 3/S0.1 1 �. i I, w/ SDWC15600 @ 48 O.C. TOP PLATE TO STUDS W/ SDWC15600 @ 48" O.C. cv I DETAIL 1/SO.0 I __r 0 X ) FOR BEAM I N 4. INSTALL SOLE PLATE ANCHORS PER DETAIL CONN. (TYP.)' I 3/S0.0 /2 I / GENERAL NOTES (3)2x6 STRAP HEADER - I SPF#2 1 PER 7/SO.1 I j 1. SEE DETAIL 2/S0.0 FOR WALL FRAMING DETAIL. POST. I I 2x4 SPF#2 RAP HEADER FASTEN TOP OF WALL I �EE WALL STUD SCHEDULE THIS SHEET FOR STUD ST I � STUDS @ 12" O.C.. . SIZES AND SPACING. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER I I PLIES. PER 7/S0.1 I PER DETAIL 5/S0.1. I �� I OSB WALL _ ,, X N 2. SEE SHEET SO.O FOR ROOF AND FLOOR - SHEATHING. 4;_1. i, N N (I SHEATHING SPECIFICATIONS. • `- 6x6 P.T. SYP#2 POST 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE ( ;I w/ABU66. SEE DETAIL c° "j \ I PROVIED MIN. (2) ' 2/S0.1. (TYPICAL) TOIGETHBRAPER DETDILR6/S0.0 STUDS) FASTEN PLIES v XI N CO INTERMEDIATE JACK ^I (N STUDS. FASTEN TOP & U) 4. INSTALL SOLE PLATE ANCHORS PER DETAIL ' I BOTTOM w/ SDWC15600 3/S0.0 _ �I OSB WALL 5. AT SHEARWALLS, PROVIDE DIAPHRAGM I SHEATHING. \_ I' ATTACHMENT PER DETAIL 5/50.1 I x I 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT \ �=� I N TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 PROVIDE MI I - (2)INTERMEDIATE JACK ` N `�' FASTEN TOP OF WALL I ( ) I 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING PER DETAIL 5/S0.1. I STUDS. FAS EN TOP & �! AND HOLD DOWNS I BOTTOM w/ SDWC15600 1 Al' - (2) x10 1 CS18 STRAPPING DETAIL __ STRUCTURAL (2)2x6 BRACKET PER DETAIL SPF X (3)2x6-1/3 (2)2x6-1/1 (2)2x6-1/1 (2)2x6-1/1 (2)2x6-1/1 / CS18 STRAP w/ 10" SEE 3 50.1 FOR BEAM 'T END LENGTH. FASTEN 8/S0.2 (2 PLACES) POST. CONN. (TYPICAL) THIS END w/ 9-1oa. II I� WALL FRAMING-/ w I� o . � J I� 2x4 BLOCKING ROOF 1y�NO NAILS REQUIRED @ 24" O.C. TRUSSES FLOOR 1L IN CLEAR SPAN TRUSSES I� OR JOIST. 2X6 FLATWISE o BLOCKING WALL FRAMING 1� z SHEARWALL NOTE: SW: 3/6 SHEATHING NAILER W/3-0.131 X3" 1� EACH SIDE L CS18 STRAP w/ 10" SW: �/6 DESIGNATES SHEARWALL END LENGTH. FASTEN NAILING - 8d @ 3" EDGE AND 6" "FIELD" CRIPPLE STUDS _, THIS END w/ 9-10d. @ 16"o.c, NAIL TO 2-SDWC15600 SOLE PLATE ANCHORS - SEE SCHEDULE ON ADJACENT STUD AT EA ON D TAIL 3/SO.0 w/3 -10d COMMONS BLOCKING FIRST FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" WALL SHEATHING SOLE, PLATE ANCHOR SPACING SCHD ALL EX ERIOR WALL 42" O.C. UNLESSIOTHER NOTED SHEMf WALLS 24" O.C. (SW ,d@3"/6") SOLE PLT ® # WHEN NOTED ON PLAN SEE NOTE 2 WALL SHEATHING (2)2X8 SYP#2 CONTINUOUS. PLATE 10d COMMONS WALL SHEATHING CONNECTING BUCK AND PLATE @ 6'o.c w/8d @ 3" EACH SIDE 2x4x12" LONG ADJACENT TO STUD. FASTEN TO HEADER 1. IN "TALL SOLE PLATE ANCHORS PER DETAIL WITH 2-SDWC15600 SCREWS. 3/!-)0.0 2. ANCHOR SPACING SHALL BE AS NOTED. FOR 1 WOOD FRAMED HEAD ABOVE SLIDING GLASS OFFICE COPY EXAMPLE - SOLE PLT @ 36" = 36" ON CENTER SPACING S1.1 Lou Pontigo and Assolciates, Inc. 420 sceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 h " �� •�' W wi s O 1 Y' S I * - A � V4 L • : x �/ s•n•. > L`w, ``pew fV F�73SiF977➢111i'aiai5 M Christopher I SaboUri11 PE FL PE#71461 REVI IONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 6 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICA ONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. = Z ULD Q v J rn W w V / Q f..L W -� U_ w = Z Q 0 Z n (2 Q LLJ W D J OW Z - �- W 00 J U FIRST FLOOR F MING PLAN L ALE DIMENSIONS FROM WINGS. IF A DIMENSION ISEAR REFER TO THE ITURAL DRAWINGS OR (TACT THE E O R PLAN NAME CAPTIVA - COASTAL DESIGN/DRAWN/CHECKED CS KM / LAP DATE 03.13.18 SCALE S NOTED LPA No. TOLL -18-00320 CONTROL No. 3795 SHEET S1.1 6 of 7 02' .III • . Ea I I gal DIPF& "II i RAFTER TAILS, SEE DETAIL 7/SO.2 (TYP.) '0j 7 So.2 PORCH CEILING SHEATHING J16 / AT BOTTOM CHORD OF V// - TRUSS SEE 2/S0.1. J16 ;/ X_ A1ZZZKX"X1.11111 Z_ J1,6/ 'R_Fj�"X% J J16�. /' J06 (2)HTS16 sI RAFTER TAILS, SEE DETAIL J26 7/S0.2 (TYP.) I J26 cc 7 J26 I SO.2 r J26 SHED ROOF PER ` - DETAIL 8/S0.2 T01-=1 1_. J12 HTS16 7 RAFTER TAILS, SO.2 SEE DETAIL 7/SO.2 (TYP.) TRUSS / ROOF RAFTER NOTES: STRAPPING NOT�S 1. STIR P TRUSSES AND ROOF RAFTERS TO BEARING WIT 2-12D TOENAILS & 1-SIMPSON SDWC15600 SCR W UNLESS OTHERWISE NOTED I ROOF TRUSS PLACE ENT PLAN SCALE: 1/4" = 1'-0" lZ i II IIS IIS SYMBOLS LEGEND TS16 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 S0.0. 4. WHEN USING (2)H2.5T CLIPS ON 1'/2" WIDE LUMBER, PLACE CLIPS D AGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. TRUSS FASTENING DETAILS Lou ontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0 08 Fax. 241-9557 FL: CA # 344 SC: CA# 3579 rr Zit Of � 1 AA G n e SZT'�. 0 e' s� H TS 16Ir STUD DIRECTLY BELOW TRUSS TOP PLATE TO �rf:®„�. 'tit Ali SDWC15600 STUD SDWC15600 N N N Christopher J Sabourin PE H H FLS PE#71461 -- - TRUSS TIE DOWN WITH SIMPSON SDWC I REVISIONS DATE I T25 Rafter to Top Plate shown ! f Truss to Top Plate similar i jOptimal 22)� J36 RAFTER TAILS, 10 0 J36 SEE DETAIL 30 7/SO.2 (TYP.) J36 FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU STUD DIRECTLY PONTIGO ASSOCIATES PRIOR TO J36BEL W TRUSS MAKING ANY STRUCTURAL FIELD - Y'Max MODIFICATIONS WHICH MAY VARY I J36FROM THE INTENT OF THE ORIGINAL 7 t CONSTRUCTION DOCUMENTS. ANY j FIELD ALTERNATIONS MADE PRIOR TO S_ 2 BEING APPROVED BY LOU PONTIGO a SDWC 15600 TOP PLATE TO ASSOCIATES MAY RESULT IN J36 STUD SDWC15600 ADDITIONAL ENGINEERING OR INSPECTION FEES. Note: 1. Sloped—roof rafters may be sloped up to and including J3F a 12:12 pitch and must be "birdsmouth” cut. 2. Reference detail 4 for installation instructions. T25 SHED ROOF PER DETAIL 8/SO.2 SI PSON SDWC INSTALLATION RANGE 7 Z VO2 r LD n J52 U v TS16 0 N � W W D I—� /7 LLJ s � s U w _....__... T26 STUD NOT DIRECTL i O L..L. BELOW TRUSS I SDWC15600 nI Note: Reference detail 2a for installation angle limit w SIM. 2 SDWC INSTALLATION S0.1 6 Rafter to Top Plate shown Q (Truss to Top Plate similar) �j'T26 PORCH CEILING SHEATHING W AT BOTTOM CHORD OF0 TRUSS SEE 2/S0.1. ox T26 STUD NOT DIRECTL �• W T TRUSS 7 BELOW L J32 ®Do not install SDWC in hatched area O O 'r SDWC15600 v( 1 Overhang 1 1/2' MIN 2" MAX 2 so.1 SIM. rsDWIC INSTALLATION RANGE Rafter or Truss 14"" minimum edge distance for full values (with or Splice may be in upper or without a plate lower plate splice) X" from top plate , splice Offset for full values STUD NOT DIRECTL BELOW TRUSS SDWC AT TOP PLATE SPLICE I I b r ROOF TRUSS PLACEMENT PLAN DO NOT SCALE DIMENSIONS FROM THESE DPAWINGS. IF ACIMENSJO� IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PILAN NAME CAPTIVA — COASTAL DESIGN/ RAWN/CHECKED CS KM /LAP DATE 03.13.18 SCALE S NOTED LPA No. TOLL -18-00320 C NTROL No. 3795 SHEET $1.2 SHE�T7OF 7 MAP SHOWING PL 0 T PLAN OF L 0 T 126 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67 PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUAL COUNTY, FLA. CERTIFIED TO: TOLL BROTHERS, INC. t --- Z Lu �0 Q W J / W :::- W Q !f— ZCL U L 0 T 1 2 5 I P.C. M W d S89'27'38"E 1 118.64' o y+ PROPOSED 4'x4' 1 a O 5' B.R.L. _CONC. A C_PAg Io37— — a — — — — — — — W/ SCREEN WALL Do v Uml 74.0' 22.6' NOTE AL UTILITIES SHOWN HEREON WERE FROM AS LFo PROVIDED BY CODY'S PROFESSIONAL SURVEYING AN MAPPING, INC. 12 18-14; JOB #10114 TOTAL EASEMENT AREA 511± SQ. FT. COV. =COVERED F.F.E. - FINISH FLOOR ELEVATION A/C = AIR CONDITIONER 0-10 I b PROPOSED BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY 0 a cw ' CL Y CONC - CON'R P.R.M. - PERMANENT REFERENCE MONUMENT cD 04 oQ � CUSTOMER AMERICAN 30 N ago P.C. - POINT OF CURVE ; SURVEYORS CH - CHORD P.R.C. - POINT OF REVERSE CURVE P.C.C. - POINT OF COMPOUND CURVE SURVEY NOT VALID UNLESS EMBOSSED BY SEAL RESIDENCE A -ARC R - RADIUS m JAMES D. HARRISON, JR., No. 2647 3. (CALC.) - CALCULA p W Q m ou "CAPTIVA" MODEL NGVD - NATIONAL GEODETIC VERTICAL E DAVM _ SCALE 1 "-20' � (R) - - CENTER NE NAVD - NORTH AMERICAN VERTICAL. v N < F- o I a m W=45.00 ' GL' .-�+•W 4FLI_I)REGI'ST0ERED\SURVEYO 7.0' } EOW - EDGE OF WATER DATE 02-14-18 D MAPPER J N> (W) WITNESS TOB TOP OF BANK D=85.00' PROPOSED a DR. BY BRB DIR. P:\2018\83394-161164-plotplan ORDER NO. 161164 FILE 83394 (7 MJ o ...= 2.3) COVERED BRICK--\ Y< Iz¢ Nv N rt?, , p I PROPOSED F.F.E.=(13.60) PAVER ENTRY >11 a i �wa3 .� ' (o N l a Y >- I, N' .C) .L ri U m L_ ' 78.0' PBOEOSED GAS 5.7' I 26.6' p — — — — — -- — _ 5 B. LINE TION R.L. — — — — _ _J O CHEMICAL . 11.6 Ih _may it. f- TOILET O wit NOTE: PROVIDE SILT FENCE N89'27'38"W 114.70' 03w AROUND PEPIMETFR OF LOT L 0 T 1 2 7 Ina Nw� W WCY 080 0Z� 001 W aox a U NOTE AL UTILITIES SHOWN HEREON WERE FROM AS BUILT DRAWINGS PROVIDED BY CODY'S PROFESSIONAL SURVEYING AN MAPPING, INC. 12 18-14; JOB #10114 TREE SCHEDULE LOT SQ. Fl. MINUS EASEMENTS/WETLANDS 6,489 ACRES=6, 9/43,560 0.15 ACRESx40 REQUIRED TREE INCHES 6.0 THE REQUIRED NUMBER OF TREE INCHES WILL BE MET USING 2" DIAMETER TREES. 70% OF R QUIRED PLANTED TREES SHALL BE CANOPY TYPE, WITH NO RE THAN 50%' OF THE SAME SPECIES. BUILDERS ENDORSEMENT SIGNED: NAME: DATE: ALL PAVERS ALL MEASUREMENTS ESTIMATED FRONT 500± SQ. FT. BACK 308± SQ. FT. - r DENOTES DIRECTION OF FLOW TYPE "A" DRAINAGE ELEVATIONS SHOWN THUS (12.30) WERE TAKEN FROM ENGINEERING PLANS BY TAYLOR & WHITE, INC., DATED 04-15-14 ELEVATIONS SHOWN HEREON REFER TO NAVD OF 1988 nIAA1-nICInnIC eunWN WFRFnN ARF PER FOUNDATION PLAN LOT 126 MODEL "CAPTIVA" LOT SIZE 7,000± SQ. FT. DRIVEWAY TO R/W 329± SQ. FT. ENTRY WALK 42± SQ. FT. APPROXIMATE SIDEWALK 241± SQ. FT. RIGHT-OF-WAY LENGTH 60.13 FT. TOTAL IMPERVIOUS COVERAGE 4,181± SQ. FT. 60% TOTAL EASEMENT AREA 511± SQ. FT. NOTE: BEARINGS BASED ON THE CENTERLINE OF MARITIME OAKS DRIVE AS BEING N38'23'04"W THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN ON FLOOD INSURANCE RATE MAP 0409 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. LAND SUI7VEYORS - 3751 SAN JOSE PLACE, SUITE 15 - JACKSONVILLE, FLORIDA, 32257 - 904/279-0088 - LICENSED LAND BUSINESS NO. 3857 5 Legend _ COV. =COVERED F.F.E. - FINISH FLOOR ELEVATION A/C = AIR CONDITIONER SKETCH FOR PLOT PLAN ONLY - DOES NOT REPRESENT OR PURPORT TO SHOW — 4 FND. - FOUND FND- EASEMENT I.D. - IDENTIFICATION BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY - CONC - CON'R P.R.M. - PERMANENT REFERENCE MONUMENT ALL MON. - MONU.EH. I.P. - IRON PI P'T's POINT OF TANGENCY P.C.P. - PERMANENT CONTROL POINT AMERICAN I.R. - IRON RO A - DELTA P.C. - POINT OF CURVE SURVEYORS CH - CHORD P.R.C. - POINT OF REVERSE CURVE P.C.C. - POINT OF COMPOUND CURVE SURVEY NOT VALID UNLESS EMBOSSED BY SEAL OF FLORIDA, A -ARC R - RADIUS B.R.L. - BUILDING RESTRICTION JAMES D. HARRISON, JR., No. 2647 INr" (CALC.) - CALCULA F.P.&L- FLORIDA POWER do LIGHT (TYP•) - TYPICAL MICHAEL A. GARRETT, No. 6643 D - DEED ((3 RADIAL UI NGVD - NATIONAL GEODETIC VERTICAL E DAVM _ SCALE 1 "-20' � (R) - - CENTER NE NAVD - NORTH AMERICAN VERTICAL. 9�11 — 9 R/W - RIGHT- FENCE WAY DATUM P.I. . POINT OF INTERSECTION GL' .-�+•W 4FLI_I)REGI'ST0ERED\SURVEYO _ -x- - EOW - EDGE OF WATER DATE 02-14-18 D MAPPER _—B (W) WITNESS TOB TOP OF BANK F. B. X DR. BY BRB DIR. P:\2018\83394-161164-plotplan ORDER NO. 161164 FILE 83394 4 d OFFICE COPY 3V:2Mw1_1� 11-00-00 73-11-00 126 DATE 7/2 8 ° 2' ..... 6-7 LLLLL 5 23 7JJJJJJ J366 q 6 -DO -DO JJJJJJJ1tt1tt1tt0t3=666s66666622 J3 J3 J166-00-00 353 T25 26 v0o2l TIII III JJ .16 IIIIIIIIII1IIIlIIIII1IIIIIuIIIIIIIIII�IIIIIIINIIIIII T III Ill TII III TIII Tz11 6-000 J06 J26 J26 J26 IT J26 J26 T01 J12 77-11-00 7-00-00 84-11-00 FIRST FLOOR LAYOUT SCALE: 1/4" = 1 I BCS BUILDING COMPONENT SUPPLY, INC, 4627 JP HALL BLVD. SUITE 208 GREEN COVE SPRINGS, FL 32043 0: 904.297.9390 F: 904.529.1 406 BEARING HEIGHTS THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer. See individual design sheets for each truss design identified on the placement drawing. The building designer is responsible for temporary and permanent bracing of the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of the building designer. For general guidance regarding bracing, consult "Bracing of Wood Trusses" available from the Truss Plate Institute, 583 D'Onifrio Drive; Madison, WI 53179. ATTENTION. Refer to truss layout and engineering documents that arrive with delivered field trusses. Unless noted otherwise, all beams are by others. REVISION DATE CHECKED BY 00/013/15 CLIENT 1 TOLL BROTHERS SUBDIVISION I ATLANTIC BEACH MODEL I CAPTIVA ELEVATION I COASTAL LOT # DRAWN BY CJR 126 DATE 7/2 8 ° 2' REF #01 1 521 2TO 2 O U CU i Q ^0 LL m O �i Z LL. C) O Z Z Ql0^� V) V/ Z U) 1..1_ 0 �i _ LLI ZDow Cr Wz99 0 w p O LLIoJLLJ Q z LU m 0�0 � w 0 _ o�z 0- LU 0 LU Z: O O p H oP-� Z LU Q = O OfNZ U O Q w a U) OfofZ 0- O wZw =Q� �cx�o 00� ��Q Doo OAU- 0-oJ 00-99 C)0- OfC)o Q of 0- 0 0 1U Query Offw Z on 0 ryoQ w w >= = w w Of m Q J -I � Q o oN LL_ � U) O O Of 10 LU 0- C) � C) z 0- � 0 LU 00 �oU) w z U) Z��z >mwQ m J � C) C) z=ow �`� 1w 0 Z U UjH U) Q 0- 0- m zo6Z 0 �ULo C)�wC =UUo �zW- m�0-= 0 Q U w �U)Qo zz=z Uqr,Q OfwQz 0- C U) 0 LU w O w 0 in o�LU �o U U) L Z 0 C/) O — w = U) z LL. �Zoz (L U) 0 z Z w O Q U z Q w LU �L oz U w Z LLj UO-) LLJ � aLU 'S LL = U ~ C6 F-- 0 z= -z C75 0 LU ry mco w w F_ C) oZ=U) Q0� w w Co w M Z J U J Z J " O O w Q U I— 0 ABBREVIATION LIST Abbrev. Description Abbrev. Description Abbrev. Description # NUMBER F. P. FIREPLACE PT. LD. POINT LOAD & AND FRT. FRONT PWD. POWDER - EQUAL FT. FEET PLW. PLYWOOD @ AT FTG. FOOTING ~ C) � A/C AIR CONDITIONING F.O.M. FACE OF MASONRY R RISER ABV. ABOVE EARTH � RA RETURN AIR ADJ. ADJUSTABLE GAL GALLON RAD. RADIUS A.F. ABOVE FLOOR G.A. GAUGE REF. REFRIGERATOR A.F.F. ABOVE FINISHED FLOOR GD GARAGE DOOR REINF. REINFORCING_ AHU AIR HANDLING UNIT GFI GROUND FAULT INTERRUPTER RM. ROOM ALT. ALUM. ALTERNATE ALUMINUM GL —GLASS_ G.W.B. GYPSUM WALL BOARD R.O. RQD. R & SH ROUGH OPENING REQUIRED 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. H_OSE_BIBB HEADER _ _ _ SF / SQ. FT. _ _ SQUARE FEET BOTT, BOTTOM HGT. / HT1 HEIGHT SGL SINGLE BR. BRICK HORIZ. HORIZONTAL SHT. SHEET BKFST. BREAKFASTSH. COUNTRY MANOR `- 21 SHELF HERITAGE INSUL ® INSULATION SHWR. SHOWER CALC. CALCULATIONS INT. INTERIOR SL. SLIDER C.J. CONTROL JOINT I.L.O. IN LIEU OF SPECS SPECIFICATIONS CL CLG CENTER LINE CEILING KS KNEE SPACE S.P.F. SPRG. PT. SPRUCE PINE FIR SPRING POINT CMU CONCRETE MASONRY UNIT BROUGHAM 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` iTOP CONT. CONTINUOUS LT LAUNDRY TUB T&G ,TONGUE & GROOVE CST. COASTAL TEMP, �THK. TEMPERED DB. _ DOOR BELL M B._._. MASTER BATH THICK DBL. DOUBLE MAX MAXIMUM T.O. TOP OF DR. & SH. DOUBLE ROD & SHELF M.C. MEDICINE CABINET T.O.B.B. TOP OF BOND BEAM DECO. DECORATIVE MFR, MANUFACTURER TR. TREAD DET. DETAIL MIL. MILLIMETER TRAN. TRANSOM DIA. DIAMETER MIN. MINIMUM TYP. TYPICAL DIM. DIMENSION MIRR. MIRROR DN DR. DS. DOWN DOOR DOWNSPOUT MLDG. M.P.H. MT MOLDING MILES PER HOUR METAL THRESHOLD UC U.N.O. UNDER COUNTER UNLESS NOTED OTHERWISE D.S.S. DENSE SELECT STRUCTURE V.B. VAPOR BARRIER DW DISHWASHER N.T.S. NOT TO SCALE VERT VERTICAL DWG. DRAWING V.T.R. VENT THROUGH ROOF _ O.A. OVERALL_ E E.E. EGRESS EACH END O.C. O.H. ON CENTER OVERHEAD W W/ WIDE WITH �___.._..._.._ E.W. EACH WAY OPT. OPTION(AL) W.C. WATER CLOSET EL. ELEVATION OPNG. OPENING WD. WOOD ELEC. ENCL. ELECTRICAL ENCLOSURE OSB PED. ORIENTED STRAND BOARD PEDISTAL SINK WDW. W.I.C. WINDOW WALK-IN CLOSET ENG.ENGINEERED ___...__._....... EQUIP .............._�. EQUIPMENT POLY P.S.F. POLYVIN_Y_L POUNDS PER SQUAREFOOTW.W.M. WP GFI WATERPROOF GFI WELDED WIRE MESH EXT. FIN.FLR. EXTERIOR FINISH FLOOR P.S.I. PSL POUNDS PER SQUARE INCH PARELLEL STRAND LUMBER W.W.F. WELDED WIRE FABRIC FLR. FLOOR P.R. POWDER ROOM FND. FOUNDATION P.T. PRESSURE TREATED T I j II N I vilia klilml GRAPHICS LEGEND Y K I lAL 5t1, I IUIV 11V I tK1UK tLtVH I lUIV - DETAIL # � DETAIL # DRAWING # DRAWING # ILION- FTAIL-TALC=00T----- D WING # /� _ /� DRAWING # DESIGN CRITERIA ONE STORY: FIRST FLOOR -FRAME SINGLE FAMILY RESIDENCE: GROUP R3 BUILDING TYPE: V - B RISK CATEGORY: II DESIGN BASED ON FLORIDA BUILDING CODE WIND DESIGN BASED ON: ASCE 7-10 6TH EDITION (2017) F.B.C. 6TH EDITION (2017) RESIDENTIAL ULTIMATE DESIGN WIND SPEED = 130 MPH F.B.C. 6TH EDITION (2017) MECHANICAL NOMINAL DESIGN WIND SPEED = 101 MPH F.B.C. 6TH EDITION (2017) PLUMBING EXPOSURE: B I VI V 1 1 1 �Vi I iVl. \f -V i/' VI •VI \V 1 ONSERVATION .B.C. 6TH EDITION (2017) FUEL GAS .B.C. 6TH EDITION (2017)ACCESSIBILITY ATIONAL ELECTRIC COD (2014) (NEPA 70) I.F.P.A. 1012014 PRESSURE COEF.: OR WINDOWS/DOORS, SEE FLOOR LAN FOR ACTUAL PRESSURES: FEMA RULES & REGULATIONS ASCE 7-10: MINIMUM DESIGN LOADS +.18-118 VIE. X /Tv THIS DRAWING A D DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID SQUARE FOOTAGE NOTES CEILING HEIGHT CHANGE FIRST FLOOR ! 2799 TOTAL LIVING AREA C NTER LINE 129 SPANISH TILE 287 580 E ENATION MARKER UNDATI NPL_AN SHAKE SIDING A1.82 A1.N SIAB RECESS AR 98560 SIDING 72328 FRAME BEARING WALL BRICK FIRST FLOOR PLAN �LOOR PLAN NOTES, SCHEDULES, & DETAILS INTERIOR WALL �, u? ~ C) � (ON -BEARING) EXTERIOR ELEVATION DETAILS STUCCO FINISH � C11U MASONRY WALL BUILDING—SECTIONS A7,32 EARTH � G BLE END WALL vT 00 00 INSULATION � f MED KNEEWALL � DECORATIVE STONE 0 DROPPED SOFFIT 0 �� PRE -CAST LINTEL/ HEADER DESIGN CRITERIA ONE STORY: FIRST FLOOR -FRAME SINGLE FAMILY RESIDENCE: GROUP R3 BUILDING TYPE: V - B RISK CATEGORY: II DESIGN BASED ON FLORIDA BUILDING CODE WIND DESIGN BASED ON: ASCE 7-10 6TH EDITION (2017) F.B.C. 6TH EDITION (2017) RESIDENTIAL ULTIMATE DESIGN WIND SPEED = 130 MPH F.B.C. 6TH EDITION (2017) MECHANICAL NOMINAL DESIGN WIND SPEED = 101 MPH F.B.C. 6TH EDITION (2017) PLUMBING EXPOSURE: B I VI V 1 1 1 �Vi I iVl. \f -V i/' VI •VI \V 1 ONSERVATION .B.C. 6TH EDITION (2017) FUEL GAS .B.C. 6TH EDITION (2017)ACCESSIBILITY ATIONAL ELECTRIC COD (2014) (NEPA 70) I.F.P.A. 1012014 PRESSURE COEF.: OR WINDOWS/DOORS, SEE FLOOR LAN FOR ACTUAL PRESSURES: FEMA RULES & REGULATIONS ASCE 7-10: MINIMUM DESIGN LOADS +.18-118 VIE. X /Tv THIS DRAWING A D 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 ! 2799 TOTAL LIVING AREA 2799 SQ. FT. COVERED ENTRY 129 COVERED LANAI GARAGE(s) 287 580 TOTAL 3795 SQ. FT. W 0 Q W Cf) 0 C.0 U U U Q W m U Z Q F— Q LO ti 0f i.'; `HE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS ,,KAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING LIST OF DRAWINGS March 15, 2018 COASTAL ELEVATION C1 GNI 3, COVER SHEET - Index of Drawings GENERAL NOTES UNDATI NPL_AN AR 96399 A1.82 A1.N AR 96730 SLAB LAYOUT ISLAB LAYOUT NOTES, SCHEDULES, & DETAILS AR 98560 Sang-Yub Lee, PE 72328 Uj FL��R PLA A2.82 A2.N FIRST FLOOR PLAN �LOOR PLAN NOTES, SCHEDULES, & DETAILS Q �, u? ~ C) EXTERIOR ELEVATIONS A5.82 FRONT & SIDE ELEVATIONS A5.1.82 REAR & SIDE ELEVATION, & ROOF SLOPE PLAN LU 1 <(n U A5.2.82 EXTERIOR ELEVATION DETAILS . LLJ _ M O _ d� BUILDING—SECTIONS A7,32 BUILDING SECTIONS CL ¢O O vT 00 00 DIFFU ER LAYOUT M1.82(IRST FLOOR DIFFUSER LAYOUT ELECItICAL LAYOUT E � E1.82 FIRST FLOOR ELECTRICAL LAYOUT AND D OlS_$i DETAIL __........._._ Dw ;STANDARD NOTES & DETAILS O N U ti D7 STANDARD NOTES & DETAILS 0 �� i_.STANDARD NOTES & DETAILS HOUSE ELEVATION ABBREVIATIONS ABB FULL NAME ELEV. CODE MAN.MANOR _ "Of UJ Uj Lij Uj M� 03 WIL. _ PRO. Uj Q 2 WILLIAMSBURG _ PROVINCIAL I-Ij t— a 07 08 CHA. CHATEAU09 z VER, VERSAILLES 10 CLAI LU r - CLASSIC W O M 18 MED. MEDITERRANEAN 19 TRA. Lli TRADITIONAL i 20 COU. COUNTRY MANOR `- 21 HER. HERITAGE V 22 CMN. CIMMARON 28 MSN. LIJ �. '. MISSION Gj w ;Z1 30 CFT. SERIAL NF iE '"', 1014.1 CRAFTSMAN 31 SCL. BOR. SPANISH COLONIAL BORDEAUX 32 33 BRO. BROUGHAM 39 REN. RENAISSANCE 40 VIE. TUS. VIENNA TUSCAN 41 44 CLS. CALAIS 46 ITV. ITALIAN VILLA 58 PBC. CRB. PALM BEACH CARIBBEAN 80 81 CST. COASTAL 82 W 0 Q W Cf) 0 C.0 U U U Q W m U Z Q F— Q LO ti 0f i.'; `HE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS ,,KAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. March 15, 2018 b b 3, 967 8 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj o rn LU Dw Q �, u? ~ C) N 00 LU 1 <(n U LLJ . LLJ _ M O _ d� L J U n a LL CL ¢O O vT 00 00 U�000 Lo EO Q E � J I� O N U ti Jo 0 �� N -- 01 t' "Of UJ Uj Lij Uj M� i Uj Q 2 ' Q I-Ij t— a '� :. Q O LU z N w w m J �! 99 LU r - W O M LULijo Uj Lli i LU LLJ C) (f) `- 1 LA = LLJ a 3= V LLJ .. 1. LIJ �. '. O '! UCn Gj w ;Z1 SERIAL NF iE '"', 1014.1 Q 0 V L fu a� .Q 0 a 001 z LL O p z z O cn LU LU C3:f a � af z m O w J p O LU a � p z C) wLU Q > O w�r-n p = w p O = � z p 3: O LLI jr.,-,cn J W Z O w O w O cs- Cn p Z Q � O LU C) ty- LU U O Q LU a LU a O LU z = z w �a� LU O p J � Z J = Q U O � O af LL 0 LU a J U for m cn Q O O p O Ln QLU Or_ Vw z m z CK Ln O Q w or- = w a.. Ce z w m ¢ > J O J J F- C) F- M Lj_ LU (n Optn Ln O O � J O U w V a p Q O a O z O = m V F- p Ln Q w U) m m w J � p ¢ Q p z = p w � Lu Ln OLf) Jw LU_ Q�U) >- C7�wCO z 2'_O>� O O cn w ��wcn _ LD pw O F-zwF_ o coin a z LU LU U z = p z w V) J LU = LU p to O cfi cn cin O w z w M � C) = Q Q p w (n w F- M O w = O LU af zz z '-'- O z O: z O_ p O F - z w,_, Q QOcn C LU za �> LU p z Lu U_ z Q C� w LL zwO U) 0, --LU <c Ly C9F-�o z LU wcn - LU F- O U) w U r p w CO Lr -J J Z J LL_' wOOLL Q U F- O GENERAL NOTES 1, IT IS THE SUBCONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE -DOWNS MAY BE NECESSARY. STRUCTURAL DESIGN CRITERIA LIVE LOADS: ROOF 20 PSF (REDUCIBLE) F RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED 40 PSF BALCONIES/DECKS 40 PSF 14 � STAIRS 40 PSF #per. yy}¢�+ %' ( l 94.4 k ✓ ATTIC WITHOUT STORAGE 10 PSF ATTIC WITH STORAGE 20 PSF Ovan G. HABITABLE ATTICS 30 PSF AR 96399 SLEEPING ROOMS 30 PSF CONCRETE CONCRETE UNLESS OTHERWISE INDICATED 3000 PSI STRENGTH AR 98560 Sang-Yub @ 28 DAYS 72328 REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 ALL REINFORCING BARS ASTM A615-60 60,000 PSI ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI POLYPROPYLENE FIBERS FOR SLABS ON GRACE 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 p rj STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD STEEL: WELDS: E70XX ELECTRODES ALL BOLTS CAS 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-D, EXTERIOR OR OSB J VERSA LAM BEAM: Fb = 2900 PSI (2.OE) O N U J WOOD COLUMNS: PARALLAM 2.0E U.N.O. �p O WOOD ROOF DESIGN LOADS: SINGLE ROOF: TILE ROOF: TRUSSES: TOP CHORD LIVE LOAD: 20 PSF 20 PSF TOP CHORD DEAD LOAD: 10 PSF 20 PSF BOTTOM CHORD DEAD LOAD: 10 PSF 10 PSF TOTAL: 40 PSF 50 PSF WIND UPLIFT RESISTANCE: 10 PSF 10 PSF SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND LJ UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. WOOD FLOOR DESIGN LOADS: Uj TRUSSES: DEAD LOAD: 20 PSF Q LIVE LOAD: 40 PSF TOTAL: 60 PSF FOUNDATION/SITE PREPARATION: 1. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,500 PSF, FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. 2. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT E EOTECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEOTECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RECOMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTE-1) 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 ERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED To WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE T EATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETIO OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCES ALL 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 BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BORA-CARE" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT, 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. DOORS & WINDOWS ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN HEIGHT & 5.7 SQ. FT.. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54" A.F.F. WINDOWS GREATER THAN 72" ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT GREATER THAN 24" OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2. THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. WINDOWS INDICATED WITH (E) OR (EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. CODE W/ RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24. ALL GLASS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS, ALL GLAZING AT TUB AND SHOWER ENCLOSURES AND WINDOWS LESS THAN 60" ABOVE STAIR LANDINGS OR TREADS SHALL BE TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2017 FBC 2411.1.2 SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1Y8 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 a INCHES (35 MM) THICK, OR 20 MINUTE FIRE -RATED DOORS, WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, TO FIT WINDOW OR DOOR SIZES, PRESSURE TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4" DIA. x 3 1/2" TAPCON SCREWS, 6" FROM EACH END AND 12" C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ (2) ROWS OF 10d NAILS AT 10" C/C. WIND BORNE DEBRIS REGION EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. GYPSUM WALLBOARD PROVIDE 1/2" NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8" TYPE "X" GYP. BOARD ON ALL GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2" GYP. BOARD APPLIED TO THE GARAGE SIDE. HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8' ABOVE FINISHED FLOOR. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" INCH GYPSUM BOARD. GLASS BLOCK MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S - 1800 psi AT 20 DAYS EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS, BUILDING IDENTIFICATION APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4" TALL AND 1/2" THICK AND CONTRAST WITH THEIR BACKGROUND. STUCCO ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8" THREE COAT STUCCO FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL PLYWOOD PANELS. CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. OUTDOOR KITCHENS ALL CONSTRUCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR GRILLS OR COOKTOPS. ANCHORAGE METAL AND WIRE LATH: 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. 2. ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL BE PLACED NOT MORE THAN 6 INCHES APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST % INCH AND BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATH SHALL BE ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. 11 GAUGE, BARBED, GALVANIZED OR BLUED NAILS 1Y2" 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. I4 \/ A r fUnTFC 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. CNnWFR Wr-Ar) HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE T-4" HEIGHT OF SHOWER HEAD AT SECONDARY BATH SHALL BE 6-10" GENERAL NOTES ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. DRAWINGS SHALL NOT BE SCALED. INSTALL SOFFITS PER FBCR R703.1.3 AND R616. SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). C am Uj in Q Q TO THE RV OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS ORAWIKti COMPLIES WrfH THE APPLICABLE MINIMUM BUILDING COIL IN EFFECT AS OF DATE OF CERTIFICATION BELOW. �. F 14 � i.N R #per. yy}¢�+ %' ( l 94.4 k ✓ Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W O rn udj _j1-100 o rn ¢ 00 ( < N �,../ W 00 0 L p rj w -Y J an LL U ?, Z0- _j cu41 O o i./ LU Ln 0 0 i coo M a) 2 Ln O co I E d J a < O N U J Q �p O N 1 `0 ■ C' t CD L a LJ y E LU "EE„ Uj F 'QLLJQ Q \ A; E z n z LL'' �I of w C� J �--I Ur `` o anI L I f, ^ E L W O< Z EJ (D ",IJ 1 '. C). 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DOOR SCALE: 3/4" = V-0" FOUNDATION NOTES SEE GENERAL NOTES FOR CAST IN PLACE 1' CONCRETE AND REINFORCING REQUIREMENTS _ 2 CONSULT W/ MAN. SPECIFICATIONS PRIOR TO --_-POURING OR. RECESSING DOOR SILLS 3 EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE PROVIDE 8"X 1 1/2" RECESS AT SLAB 4' PERIMETER (TYP., U.N.O.) = . ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE 5_..._..._ ___INDICATES DOOR OPENING W.W.M. PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. PER PLAN 1/8" (MIN.) SAWCUT x 1/4 OF SLAB THICKNESS SEE FOUNDATION PLAN FOR LOCATION SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, AS CONCRETE ALLOWS WITHOUT RAVELING 1 SAW CUT DETAIL A1.N SCALE: 3/8" = 1'-0" PLAN VIEW RECESS IN SLAB GARAGE DOOR SLAB RECESS awn V Q TW y C_1) n C0 U U U Q MW W U Z Q TO THE BEST OF' - KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMP 1:� WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFS?'.' AS OF DATE OF CERTIFICATION BELOW. 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'N TYPE SIZE REMARKS 1 THERMA-TRU INSULATED ENTRY DOOR 3'-0" X 8'-0" VINYL/ LOW E / EGRESS VINYL/ LOW E 2 OVER HEAD GARAGE DOOR STEELDESIGNER 16'-0" X 8'-0" NON -INSULATED RAISED PANEL GARAGE DOOR 3 POCKETED SLIDING GLASS DOOR 161-011 X 81-011 TEMPERED 4 DOOR 21-811 X 81-011 SELF CLOSING, SOLID WOOD NOT LESS THAN 1-3/8" / OR 20 MINUTE FIRE -RATED 5 HOLLOW CORE POCKET DOOR 2'-8" X 8'-0" FIXED GLASS 2816 6 HOLLOW CORE DOOR 2'-4" X 8'-0" FIXED GLASS 4060 7 HOLLOW CORE DOOR 2'-6" X 8'-0" 8 HOLLOW CORE DOOR 2'-8" X 8'-0" 9 HOLLOW CORE BI -PASS DOOR 5'-0" X 8'-0" 10 GLASS SHOWER DOOR 2'-0" X 6'-8" TEMPERED 11 HOLLOW CORE DOOR (2) 2'-6" X 8'-0" N ~' 12 HOLLOW CORE DOOR (2) Z-0" X 8'-0" �WINDOW TAG WINDOW SCHEDULE CST WINDOW CALL OUT Gtr. 'N TYPE R. 0. SIZE REMARKS A SINGLE HUNG 3050 36 1/2" X 60 1/2" 36 1/2" X 16 1/2" VINYL/ LOW E / EGRESS VINYL/ LOW E Al FIXED GLASS 3014 B SINGLE HUNG 3060 36 1/2" X 72 1/2" VINYL/ LOW E / EGRESS C SINGLE HUNG 3040 36 1/2" X 48 1/2" VINYL/ LOW E D FIXED GLASS 2020 24 1/2" X 24 1/2" VINYL / LOW E / TEMPERED E FIXED GLASS 2816 32 1/2" X 18 1/2" VINYL/ LOW E F FIXED GLASS 4060 1 48 1/2" X 72 1/2" VINYL/ LOW E INSULATION SCHEDULE LOL.^-TION TYPE R -VALUE U.N.O. CEILING @ LIVI?r'G3 AREA FIBERGLASS 38 EXTERIOR WD. FRAME WALLS FIBERGLASS 19 WALLS TO LIVING AREA FIBERGLASS 11 w 0 Q ry W Cf) 1 ) U U U Q W m U F— z Q 1 TO THE c?-- 1 OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS p{LAyy':+t.:OMPLIES WITH THE APPLICABLE MINIMUM BUILDING Gtr. 'N EFFECT AS OF DATE OF CERTIFICATION BELOW. March 15, 2018 w ' 4 1 i 4p I R 967 Ovan G. 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FRONT ELEVATION SCALE: 1/4" = 1'-0" COASTAL s ------------------------------- 4" TRIM ----- ------------------------ 4"TRIM @CORNERS A/C— (TYP.) ENCLOSURE 8 5.2.8 a 10� oil IN TOP OF ROOF , =LASHING METAL ROOF SOP OF HEEL 6 5.2.8 4" TRIM @ o CORNERS (TYP.) 3 5.2.8 FINISH FLOOR l 7 .2. .2.8 5.2.8 5.2.8NP. RIGHT ELEVATION SCALE: /4" = 1'-0" COASTAL 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 OPENINGSrr 5. 1EXTENDING AT LEAST INTO THE UNDERSIDE OF THE 6. JAND APPLICATIONS TO BE FAUX WROUGHT IRON ALUMINUM THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, 7, ANY MISDESCRIPTION SHALL BE CLARIFIED BY THE ARCHITECT/DESIGNER THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETIN WITH THE SUB -CONTRACTOR / MANUFACTURER AND 8. THE ARCHITECT/DESIGNER IN WHICH ALL ARCHITECTURAL APPLICATIONS WILL BE COORDINATED I. HEIGHT OF COACH LIGHTS WITH TOLL BROTHERS P"M.- ADDITIONAL ELEVATION NOTES: 1- PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH 2- ALL HIPS TO BE MANUFACTURED WITH A 1 1/2" OFFEST AT0 3- ALL GABLE END TRUSSES TO BE MANUFACTURED WITH A ADDITIONAL 1/2" DROP F_ i i ROOFING PER �—CONTRACT, TYP. PRIVACY WALL 1 FINISH FLOOR MINI DE aopmEw � COM APPRO\IED ASPHALT SHINGLE ROOFING Uj Q LU V) _ co U U U Q LU CIO U F - Z Q J Imo:: TO Tar 9EST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRpuFIU COMPLIES WITH THE APPLICABLE MINIMUM BUILDING z March 15, 2018 _ a m J P=, 967, 0 0 Ovan G. Drummond, AIA U _ Gonzalez, AIA t -t- 00 0- AR 98560 (D O ' 72328 W o rn L U 00 O o - u? 00 < LU V) U) N . 1 .2. FRONT ELEVATION SCALE: 1/4" = 1'-0" COASTAL s ------------------------------- 4" TRIM ----- ------------------------ 4"TRIM @CORNERS A/C— (TYP.) ENCLOSURE 8 5.2.8 a 10� oil IN TOP OF ROOF , =LASHING METAL ROOF SOP OF HEEL 6 5.2.8 4" TRIM @ o CORNERS (TYP.) 3 5.2.8 FINISH FLOOR l 7 .2. .2.8 5.2.8 5.2.8NP. RIGHT ELEVATION SCALE: /4" = 1'-0" COASTAL 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 OPENINGSrr 5. 1EXTENDING AT LEAST INTO THE UNDERSIDE OF THE 6. JAND APPLICATIONS TO BE FAUX WROUGHT IRON ALUMINUM THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, 7, ANY MISDESCRIPTION SHALL BE CLARIFIED BY THE ARCHITECT/DESIGNER THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETIN WITH THE SUB -CONTRACTOR / MANUFACTURER AND 8. THE ARCHITECT/DESIGNER IN WHICH ALL ARCHITECTURAL APPLICATIONS WILL BE COORDINATED I. HEIGHT OF COACH LIGHTS WITH TOLL BROTHERS P"M.- ADDITIONAL ELEVATION NOTES: 1- PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH 2- ALL HIPS TO BE MANUFACTURED WITH A 1 1/2" OFFEST AT0 3- ALL GABLE END TRUSSES TO BE MANUFACTURED WITH A ADDITIONAL 1/2" DROP F_ i i ROOFING PER �—CONTRACT, TYP. PRIVACY WALL 1 FINISH FLOOR MINI DE aopmEw � COM APPRO\IED ASPHALT SHINGLE ROOFING Uj Q LU V) _ co U U U Q LU CIO U F - Z Q J Imo:: TO Tar 9EST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRpuFIU COMPLIES WITH THE APPLICABLE MINIMUM BUILDING IN EFFECT AS OF DATE OF CERTIFICATION BELOW. March 15, 2018 _ a a� g P=, 967, Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W o rn L U 00 o - u? 00 < LU V) U) N . --a CU W O _ Q �C) Ci Lu — 0 L J co LL., ��o LU Ln 00 0Ostn- EE ' O E �t < N SO CL _jU ti J-" (.0o O N -n_ 1— I z ' U qJ Lli LU w � Uj cry LIJ 1 Liji l V! O ' ^^ _ Of 0— Q Q 1 to LU U �� U LLJ z I m w' W J w z r- WM Y O ' ' W o` Uj c, 27 Lu. i c LIJ!. LU LIJ TU) ;Z 10 1Q W w N 00 LU C) m Z c.� Q LO <L C75 � Z Uj L M? co EILNMBE, 1014.1 L O U co i Q 0 M F- O Z LL. 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LEFT ELEVATION SCALE: 1/4" = V-0" COASTAL 1 .2. 3795 300 12.65 NOTE: FBCR 806.2 EXC. 2; PERMITS ROOF VENTILATING AREA TO BE CALCULATED AT 1/300 PROVIDED THAT 40-50% OF THE REQUIRED VENTILATION IS PROVIDED BY ROOF VENTILATORS LOCATED WITHIN T-0" OF THE RIDGE OR HIGH POINT (UNLESS CONFLICTS EXISTS) MEASURED VERTICALLY, AND THE BALANCE OF THE REQUIRED VENTILATION BY EAVE OR CORNICE VENTS. x EL v o ti N T FINISH FLOOR ®o\j Nip ASPHALT SHINGLE ROOFING M TU -4E BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DpIWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING .ADE IN EFFECT AS OF DATE OF CERTIFICATION BELOW, March 15, 2018 Y�1 � 3 S 967 s �Q £ .s .' d' y E` r P Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 w o rn LY1 r- OC) < 00 ULU _j U) N (1)0-) ' s w 0 L__ 00 0 ` N (� t . 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'B BUILDING SECTION A7,82 SCALE: 1/4" = 1'-0" COASTAL F_ i RADIANT BARRIER, i TYP. SEE SHEET A2.N FOR INSULATION SCHEDULE COASTAL Ow LU 0 Q 010-0 LU V Cfl U V V Q LU m V Z Q co N V_ O I ■ TO tt:F. BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DpAinNG COMPLIES WITH THE APPLICABLE MINIMUM BUILDING : %,DE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. March 15, 2018 m, Cal P C" y 3J R 907, a F Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W 0,41 o rn T� �< LO Cb U ZUjIt < "' U) N _j F OT ti w,. cf- !rr _ C II <Uj 15 _j - _ Z CL � 004U [.0 vt i C do Cc C1O Q) Lo E0�< °- _j O N U ti J < � 0 N ».1 3 U. U.J I LIJ C I co E LL1 ! Um( m: F— J 2 Q Www z Uj i— U) 0O C I Ila_f � Q _ O 'jj V V i3 z W N m w P J 0 E cn cn0 z 0 Y ' w _? O i cai co M Lij J LLI N 10 co I.- w CL Cid Laa ; — ;0 J: L I . 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CUT, FOLD UP & TEMPORARILY 2 S CURE WEATHER RESISTIVE 2 B kRRIER ABOVE HEADER TO Z A LOW FOR FLASHING 4 INSTALLATION 72328 WEATHER FLASHING BARRIER TO FORM WATER SHEDDING LAPS- RESISTIVE 2. I STALL HEAD FLASHING UNDER BARRIER WEATHER RESISTIVE BARRIER 3. F LD WEATHER RESISTIVE ARRIER BACK OVER HEAD LASHING AND SEAL WITH TAPE 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 CAL SLIDING GLASS DOOR FLASHING DETAIL D3,) N.T.S. noTinni A COY . ....... . . . . . . . . . . . . . . . . . . . . . . . . - SEE NOTE #2 WALL SHEATHING WITH WEATHER RESISTIVE BARRIER 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 N.T.S. (EXT -5) CONT. DRIP EDGE ACROSS DOOR HI TO DIVERT RAIN (EXT -1) NOTE: MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING WEATHER RESISTIVE BARRIER N__jLPE WEATHER RESISTIVE BARRIER - 2 DO NOT FLASH OVER BOTTOM NAILING FLANC E NOTES: 'ODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. 10 .. F 1 (ASSEMBLED E WINDOW) 2 REMOVE WEATHER RESISTIVE BARRIER FROM OP OF 2 WINDOW SILL PLATE. S Z INSTALL FLASHING IN ORDER AS SHOWN BY NIL Z 4 INSTALL FLASHING AND WEATHER RESISTIVE 72328 WINDOWS TO BE INSTALLED FLASHING BARRIER TO FORM WATER SHEDDING LAPS- WEATHER RESISTIVE BARRIER - 2 DO NOT FLASH OVER BOTTOM NAILING FLANC E NOTES: 'ODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. 10 .. F 1 FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYF E (MIN. 6" WIDE). CONFORMING TO AAMA 771-07 2 REMOVE WEATHER RESISTIVE BARRIER FROM OP OF WINDOW SILL PLATE. AR 96399 3 INSTALL FLASHING IN ORDER AS SHOWN BY NIL MBERS. 4 INSTALL FLASHING AND WEATHER RESISTIVE 72328 WINDOWS TO BE INSTALLED BARRIER TO FORM WATER SHEDDING LAPS- PER AAMA 100-07 1 FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING 6" �— SILL PAN TYPICAL WINDOW FLASHING DETAIL D3 N.T.S. (EXT -2) WALL PER PLAN RIOR THIS DETAIL ONLY APPLIES AT EXTERI R DOORS THAT HAVE NO IMMEDIATE OV RHANGS ABOVE THEM AND DOORS THAT HAVE A SECOND STORY WALL ABOVE THEM. EXTERIOR DOOR EXT -6 HEAD DRIP DETAIL ��3N.T.S. (EXT -6) WALL PER PLAN RAIN DRIP REGLET EXTERIOR WINDOW EXTERIOR WINDOW- rExT__7 HEAD DRIP DETAIL ��3N.T.S. (EXT -7) FLASHING Q z ` 'HE BEST OF MV KNOWLEDGE, THE DESIGN DEPICTED ON THIS .•raWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING 'ODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. 10 .. F ' 1,: -D F I 0 P 9673 E Ovan G. 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ROUND VENT @ �.. l� IIIc» 2X6 RAFTER TAIL @ 24" O.C. 3/8" V-4" CEMENTITIOUS ovERHArvG 1! SOFFITI FINISH MATERIAL PE ELEVATION-/ EXTERIOR SHEATHING TO BE FLUSH WITH THE EDGE OF THE FOUNDATION, 1/4" GAP BETWEEN FOUNDATION AND SHEATHING WATER RESISTANT BAR R (2 LAYERS REQUIRED) POLYETHYLENE HOUSE W OR APPROVED EQUAL SYSTE FLASHING Q w J U M ,� • • �IJlli 11i� 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 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 BI SHEET TO COMPLY WITH ASTM D 1970 2 X 6 W/ 2" DIA. ROUND VENT @ 24" O. C EXTERIOR STRUCTUfR SHEATHING AS REQUI BY FRAMING DETAILS 2x SILL PLAT WATER RESISTANT BARRtEq (2 LAYERS REQUIRED) POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM 2x RIBBON FASTENED TO FLOOR TRUSSES "___< PER TRUSS ENGIN Z WAINSCOT/TRANSITI@P4-` 2x RIBBON FASTENED TO FLOOR TRUSSES PER TRUSS ENGIN PRE-ENGINEERED WOOD FLOP TRUSSES (VERIFY W/ TRUSS ENGINEER FOR TRUSS LAY04JI DBL. 2x SYP. WD. TOP P SCHEDULED WINDOW (SEE FLOOR PLAN) WINDOW ATTACHMENT COMPLIANT WITH FBC-I- SCHEDULED WINDOW ROOFING PER CONTRACT. (CONTRAC TO (SEE FLOOR PLAN) PROVIDE PRODUCT APPROVAL FOR ROO NG 1/2" GYPSUM WALLBOARD ON SYSTEM) STUDS W/ WALL INSULATION EXTERIOR SHEATHIN (SEE ENERGY CALCS) BE FLUSH WITH THE EDG 2x SYP. #2 WD. STUDS OF THE FOUNDATION, " 1/4 @ 16" O.C., TYP. GAP BETWEEN FOUNDATIO %T GARAGE (SEE AND SHEATHING 2x P.T. SILL PLATE INSUI ATION BLOICK PER FRAMING DETAILS WATER RESISTANT BAR R CONNECT WALL TO FOUNDATION (2 LAYERS REQUIRED) PER FRAMING DETAILS POLYETHYLENE HOUSE W PROVIDE CONT, METAL TERMITE OR APPROVED EQUAL SYSTE SHIELD UNDER SILL PLATE FLASHING ------- FINISHED BASE MOULDING 4" CONC SLAB W/ VAPOR BARRIER a _ _ III _ I REFER TO STRUCTURAL TIT I DRAWINGS FOR COARSE COUNT & c FOOTING SIZE • • (PROVIDED BY — OTHERS) EXTERIOR WALL SECTION WITH WINDOW SCALE: 3/4" = V-0" MAIN FIN. FLC ELEV @ 0'-0" SERE PL I �r rr" r' r ,rr 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 ►CHEDULED WINDOW SEE FLOOR PLAN) VINDOW ATTACHMENT :OMPLIANT W/ FBC-R x SYP. #2 WD. STUDS @ 6" O.C., TYP. VALL INSULATION -DEE ENERGY CALCS) ;ONNECT WALL PER RAMING DETAILS INISHED BASE MOULDING /4" GYPCRETE (OPTIONAL) /4" THK. T&G SUBFLOOR TOP OF FLOOR I TRUSS_j SCHEDULED WINDOW ROOFING PER CONTRACT. (CONTRAC TO 0 w PROVIDE PRODUCT APPROVAL FOR ROO NG Q SYSTEM) STUDS W/ WALL INSULATION (SEE ENERGY CALCS) ALL ROOFING UNDERLAYMENT TO BE (SEE ENERGY CALCS) SELF -ADHERING POLYMER MODIFIED BITUMEI 3ATT SHEET TO COMPLY WITH ASTM D 1970 NSULATION REQUIRED PRE -L NGINEERED WD TRUSS, 24" %T GARAGE (SEE AND SHEATHING =NERGY CALCS) INSUI ATION BLOICK PER FRAMING DETAILS 2X4 SUBFASC 1/2" RIGID GYP. BOARD POLYETHYLENE HOUSE W PROVIDE CONT. METAL TERMITE METAL DR 1/2" GYPSUM EDGE NALLBOARD ON STUDS 1X6 FASCI N/ WALL INSULATION SEE ENERGY CALCS) VENTED SOFFIT W/3" LU � Q DIAM. VENTS @ < O. C., TYP. -IEADER , SEE FRAMING �jjkj :LAN FOR SIZE AND DEPTH I 0 UjmN�0 FINISH MATER Uj :- 0 =z PER ELEVATION REFER T � _ja wLn ELEV. FO I SCHEDULED WINDOW CO,c N EFFECT AS OF DATE OF CERTIFICATION (SEE FLOOR PLAN) 1/2" GYPSUM WALLBOARD ON STUDS W/ WALL INSULATION (SEE ENERGY CALCS) EXTERIOR SHEATHING TO (SEE ENERGY CALCS) BE FLUSH WITH THE EDGE 2x SYP. #2 WD. STUDS OF THE FOUNDATION, 1/4" @ 16" O.C., TYP. GAP BETWEEN FOUNDATION 2x P.T. SILL PLATE AND SHEATHING CONNECT WALL TO FOUNDATION WATER RESISTANT BAR R PER FRAMING DETAILS (2 LAYERS REQUIRED) POLYETHYLENE HOUSE W POLYETHYLENE HOUSE W PROVIDE CONT. METAL TERMITE OR APPROVED EQUAL SYSTE SHIELD UNDER SILL PLATE FLASHING FINISHED BASE MOULDING =I I 4" CONC SLAB W/ VAPOR BARRIER REFER TO STRUCTURAL I DRAWINGS FOR zi -_ COARSE COUNT & FOOTING SIZE • 0)_ (PROVIDED BY — OTHERS) 4 TWO-STORY WALL SECTION D7 SCALE: 3/4" = V-0" MAIN FIN. FLOOR ELEV @ 0'-0" SEE PLAN F 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 ROOFING PER CONTRACT. (CONTRA C TO PROVIDE PRODUCT APPROVAL FOR ROO NG SYSTEM) ALL ROOFING UNDERLAYMENT TO BE SELF -ADHERING POLYMER MODIFIED BITUMEI SHEET TO COMPLY WITH ASTM D 1970 PRE-ENGINEERED WD TRUSS, 2 . INSULATION BLoeK 2X4 SUBFASC METAL DR EDGE 1X6 FASCI VENTED SOFFIT W/3" DIAM. VENTS @ 48"- O. C., TYP. FINISH MATERIA PER ELEVATION REFER T ELEV. FO' OVERHANG EXTERIOR STRUCTURA SHEATHING AS REQUIR BY FRAMING DETAILS 2x SILL PLATE WATER RESISTANT BAR (2 LAYERS REQUIRED) POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM 2x RIBBON FASTENED TO FLOOR TRUSSES PER TRUSS ENGIN WAINSCOT/TRANSITIOff ' 2x RIBBON FASTENED TO FLOOR TRUSSES PER TRUSS ENGIN PRE-ENGINEERED WOOD FLOP TRUSSES (VERIFY W/ TWI S ENGINEER FOR TRUSS DBL. 2x SYP. WD. TOP PLATE SCHEDULED WINDOW (SEE FLOOR PLAN) WINDOW ATTACHMENT COMPLIANT WITH FBC--R SCHEDULED WINDOW CO,c N EFFECT AS OF DATE OF CERTIFICATION (SEE FLOOR PLAN) 1/2" GYPSUM WALLBOARD ON STUDS W/ WALL INSULATION EXTERIOR SHEATHING (SEE ENERGY CALCS) BE FLUSH WITH THE EDGE, 2x SYP. #2 WD. STUDS OF THE FOUNDATION, 1/4" @ 16" O.C., TYP. GAP BETWEEN FOUNDATIO AND SHEATHING 2x P.T. SILL PLATE CONNECT WALL TO FOUNDATIOWATER RESISTANT BARRIR � LAYERS REQUIRED) PER FRAMING DETAILS POLYETHYLENE HOUSE W PROVIDE CONT, METAL TERMITE OR APPROVED EQUAL SYSTE SHIELD UNDER SILL PLATE FLASHING FINISHED BASE MOULDING w o O 4" CONC SLAB W/ VAPOR BARRIER REFER TO STRUCTURAL Q DRAWINGS FOR - COARSE COUNT & FOOTING SIZE M • q (PROVIDED BY — OTHERS) 11 1-1 11-1 117EI 1 EXTERIOR WALL SECTION WITH WINDOW SCALE: 3/4" = V-0" MAIN FIN. FLC ELEV @ 0'-0" SEE PLAN CEILING INSULATION (SEE ENERGY CALCS.) 1/2 RIGID GYP. BD. DBL. 2x SYP. WD. TOP PLATE 2x SYP. #2 WD. STUDS @ 16" O.C., TYP. WALL INSULATION (SEE ENERGY CALCS) 2x SYP. #2 WD. HEADER -SEE SCHEDULE -SCHEDULED WINDOW (SEE FLOOR PLAN) WINDOW ATTACHMENT COMPLIANT W/ FBC-R -2x SYP. #2 WD. STUDS @ 16" O.C., TYP. -WALL INSULATION (SEE ENERGY CALCS) -CONNECT WALL PER FRAMING DETAILS -FINISHED BASE MOULDING -3/4" GYPCRETE (OPTIONAL) F-3/4" THK. T&G SUBFLOOR TOP OF FLOOR TRUSS Agk0 w w BATT INSULATION REQUIRED AT GARAGE (SEE ENERGY CALCS) 1/2" RIGID GYP. BOARD 1/2" GYPSUM WALLBOARD ON STUDS W/ WALL INSULATION (SEE ENERGY CALCS) HEADER, SEE FRAMING PLAN FOR SIZE AND DEPTH SCHEDULED WINDOW (SEE FLOOR PLAN) 1/2" GYPSUM WALLBOARD ON STUDS W/ WALL INSULATION (SEE ENERGY CALCS) 2x SYP. #2 WD. STUDS @ 16" O.C., TYP. 2x P.T. SILL PLATE CONNECT WALL TO FOUNDA�J PER FRAMING DETAILS PROVIDE CONT. METAL TER SHIELD UNDER SILL PLATE FINISHED BASE MOULDING `41- 411 rr-4" CONC SLAB W/ VAPOR BARRIER WEREFER TO STRUCTURAL DRAWINGS FOR I— COARSE COUNT & cW FOOTING SIZE < _ (PROVIDED BY OTHERS) z z TWO-STORY WALL SECTION SCALE: 3/4" = V-0" TO THE PFTT OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAW". , OMPLIES WITH THE APPLICABLE MINIMUM BUILDING CO,c N EFFECT AS OF DATE OF CERTIFICATION BELOW. [= FLO�. g, ° ,, � 8 j Ovan G. 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INT -4 SHOWER & CURB ON FRAMED FLOOR D8) SCALE: 3/4" = 1'-0" (INT -4) SET MIRROg 3" FROM EOFF BA K SPLASH �,I, MIRROR=VANITY -5" ND 36" HIGH X (VANITY -5") MIRROR SET MIRROR 3" FROM INSIDE CORNER —. - W Q {.. . MQ �J 23 CORNER SHELF CD go �Q CID _LU M W �k U) O Ovan G. Drummond, AIA o0 2" MIRROR TRIM 1/4" MIRROR 1/2" RECESS FOR MIRROR VANITY MIRROR INSTALLATION INSTRUCTIONS: 1. MIRROR O 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 W(LBE INSTALLED AT INSIDE CORNERS.) 3. UPON NS ALLATIOA-DFWOODTRIM,REMOVEZEMOVABLIELIPS(VERIFWIRRORS GLUED BEFOREEMOVI N(ALLCLI PS)ikN DI NSTAL[WOODTRI MAT PER I METE R/OODTRI MSH OU LOBE 1 Z' +/- 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) REFE TO FLOOR PLAN, VARIES BY MODEL NOTE: EXACT SIZE AND SHAPE VAIRES BY MODEL AS WELL AS PLUMBING ACCESORIES. REFER TO ARCHITECTURAL PLANS BY MODEL. (1) CERAMIC CORNER SHELF AT 48" A.F.F. WALL TILE SHOWER ELEVATION INT -5 S-ANDARD SHOWER SHELF LOCATION D8 SCALE: 1/2" = 1'-0" (INT -5) DRYER VENT (TYPICAL) GAS PIPE (TYPICAL) FOR GAS DRYER ONLY RYER VENT BOX- TTACH PER MFR. VSTRUCTIONS T. SILL PLATE f SLAB ON GRADE) DRYER VENT (TYPICAL) ,........� --CAL) 1 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 VENT B D8 SCALE: 1/2 = 1'-0" TILE OR STONE ON 1/2" HARDI BACKER BOARD OVER/4' EXT. PLYWOOC ON 2X4 FRAMING. VARIES - SEE P RYER VENT BOX- TTACH PER MFR. VSTRUCTIONS T. SILL PLATE f SLAB ON GRADE) OX FOR DRYER ONLY 1 ROW OF TIL - 2X4 @ 16" 0.& T+ N N DROP IN T N SUPPORT UNDER TUB AS REQ. BY MANUFACTURER'S. FR -33 DROP IN TUB DETAIL PJ8SCALE: 3/4" = 1'-0" (FR�33) END POST TIED INTO FLOOR JOIST BELOW EXTEND TO BOTTOM OF FLOOR JOISTS,, END POST TO PENETRATE SUBFLOOR. FACE NAIL END POST Te BLOCKING. 2x BLOCKING BETWEEN FLOOR TRUSS AGAIN END POS�� FLOOR TRU (INT -3) COMPARE MANUFACTURER'S DIM OF TUB & PUMP LOCATION 2X4 LEDGER 2X4 CRIPPLES I FR -34 HALF WALL TIE-IN DETAIL D8 N.T.S. (FR -34) QI Z QIZ TO TRE ST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWm^ COMPLIES WITH THE APPLICABLE MINIMUM BUILDING LU Q {.. . 23 CORNER SHELF o fir,R 973 " �k ,.A Ovan G. Drummond, AIA o0 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE m Lij FLOOR TILE w M � o ao o o opo Uj V1 Uj > 2" I < L SHOWER DRAIN WQ U cl-< CID CT Q 0 U � CD <- N �-L ..a zlz E O 0 o J <O N 00 a F_ TILE AT DOOR a THRESHOLDLU PLAN �. NOTE: EXACT SIZE AND SHAPE VAIRES BY MODEL AS WELL AS PLUMBING ACCESORIES. REFER TO ARCHITECTURAL PLANS BY MODEL. (1) CERAMIC CORNER SHELF AT 48" A.F.F. WALL TILE SHOWER ELEVATION INT -5 S-ANDARD SHOWER SHELF LOCATION D8 SCALE: 1/2" = 1'-0" (INT -5) DRYER VENT (TYPICAL) GAS PIPE (TYPICAL) FOR GAS DRYER ONLY RYER VENT BOX- TTACH PER MFR. VSTRUCTIONS T. SILL PLATE f SLAB ON GRADE) DRYER VENT (TYPICAL) ,........� --CAL) 1 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 VENT B D8 SCALE: 1/2 = 1'-0" TILE OR STONE ON 1/2" HARDI BACKER BOARD OVER/4' EXT. PLYWOOC ON 2X4 FRAMING. VARIES - SEE P RYER VENT BOX- TTACH PER MFR. VSTRUCTIONS T. SILL PLATE f SLAB ON GRADE) OX FOR DRYER ONLY 1 ROW OF TIL - 2X4 @ 16" 0.& T+ N N DROP IN T N SUPPORT UNDER TUB AS REQ. BY MANUFACTURER'S. FR -33 DROP IN TUB DETAIL PJ8SCALE: 3/4" = 1'-0" (FR�33) END POST TIED INTO FLOOR JOIST BELOW EXTEND TO BOTTOM OF FLOOR JOISTS,, END POST TO PENETRATE SUBFLOOR. 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