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1660 ATLANTIC BEACH DR - NEW HOME STRU. DWG'SDESIGN SPECIFICATIONS DESIGN CODE: 1 CAR 2017 FLORIDA BUILDING r-oDE - RESIDENTIAL INTERIOR DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. 10 DESIGN LOADS: ACTUAL AND UNIFORM +25.6 -34.2 ROOF FLOOR ROOF LOADING (cd=1.25) (cd=1.00) TOP CHORD LIE LOAD 20 psf 40 psf TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 860 10 f COMPONENTS & CLADDING ALLOWABLE DESIGN PRESSURES 1 CAR 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') USP RT7 2 CAR 495 GARAGE +21.8 DOOR -23 9 (16'x7') USP MTW12 USP CONNECTORS CONNECTOR SYP UPLIFT SPF FASTENERS FL# CODE USP A35 450 450 (9)10dx1i /2" j USP RT7 585 495 (5)8d EA. END USP RTBA 775 650 (5)1Odx1'/2" EA. END USP MTW12 1195 860 (7)1Odx1'/2" EA. END USP HTW20 1450 1245 (12)10dx1'/2" EA. END -TO 2x4 BLOCKING TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) Ps USP MSTA24 1640 1455 (9)10d EA. END BOTTOM CHORD LIVE LOAD 10 psf 0 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE BOTTOM CHORD DEAD LOAD 5 psf 5 psf ABOVE WIND PRESSURES HAVE EEEN REDUCE BY 0.60 AS PERMITTED BY USP MSTA36 2065 2065 (13)10d EA. END DEFLECTION CRITERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 '/2' ROD T FTG. ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/240 SHALL BE PERMITTED USP JUS28 1305 1305 (6)1Od TO HEADER FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 0.75" MAX ANY CASE 5/,,"0 ROD TO FTG. POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. USP HTT22 5370 5370 %"o ROD TO FTG. WIND LOADING: 5 ASCE 7-10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A LINEAR INTERPOLATION IS PERM) SIBLE. USP PAU44 2535 /B"0 ROD w/ (12)16d 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 USP MSTAM24 1545 1455 (5)1/4"x2-'/4 TAPCONS LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE BY 0.75 WHEN COMBINED w/ DEAD LOAD. RESPONSIBILITY OF THE WINDOW DOOR MANUF./SUPPLIER & SHALL MEET SIMPSON CONNECTORS ABOVE NOTED POSITIVE AN NEGATIVE PRESSURES. BASIC WIND SPEED (ASCE 7-10) - - - - - - - - - - 130 MPH IMPORTANCE FACTOR --------------- 1.000I� � UPLIFT MEAN ROOF HEIGHT - - - - - - - - - - - - - - - - 25.0 FT -- -- a a CONNECTOR SYP SPF FASTENERS FL# CODE ROOF PITCH - - - - - - - - - - - - - - - - - - - 7/12A35 450 450 12-8dx1' 10446.4 I I BUILDING CATEGORY - - - - - - - - - - - - - - - - ° /2 ' a H2.5T 600 520 5-8d EA. END 11478.3 EXPOSURE CATEGORY - - - - - - - - - - - - - - - C DEI, OTES EDGE STRIP. r-- SEE C & C CHART HTS16 1150 1085 16-10d EA. END 10456.6 ENCLOSURE CLASSIFICATION - - - - - - - - - - - -ENCLOSED INTERNAL PRESSURE COEFFICIENT - - - - - - - - - - t .18 I ABOVE FOR 'a' DIMENSION MTS12 1000 860 7-10dx1'/2" EA. END 10456.3 HTS20 1450 1245 24-10dx1'/2" EA. END 13872.3 -- --J MATERIAL SPECIFICATIONS* MSTA24 1765 1270 9-10d EA. END 13872.4 O MSTA36 2050 1870 13-10d EA. END 13872.8 HARDWARE AND ANCHORS: ° -- --� ° 18-16d TO TRUSS/BEAM ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH [�* NOT ACTUAL PLAN HTT4 3480 3080 a a 1-5/e"0 ROD TO FTG. 11496.2 ASTM A 307 OR ASTM F 1554 GRADE 36. 32-16d TO TJ2USS/BEAM WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). SCOPE O SERVICE HTT5 5250 4670 11496.2 NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. 1-5/,,"0 ROD TO FTG. METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO 6-10d TO HEADER EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS* LUS28 930 780 10655.113 RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE 4-10d TO JOIST DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE '/4" FOR CONSTRUCTION MEANS, METH DS, TECHNIQUES, PROCEDURES, OR 14-16d TO HEADER SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU410 905 785 10531.36 LARGER THAN REBAR SIX AND /e" LARGER THAN THREADED ROD SIZE. OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JOIST (U.0.N.) THEM TO CONSTRUCT THE WORK I ACCORDANCE WITH THE CONTRACT ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS DOCUMENTS. ABU44 2200 5/8"0 ROD EPDXIED 6" MIN 10849.6 (DUAL CARTRIDGE INSTALLATION ONLY): ABU66 2300 Y""0 ROD EPO IED 6" MIN 10849.6 EPDXY: ITW RED HEAD A7 LIMITS OF STRUCTURAL ENGINEERINIG 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 EPDX -TIE 11506.4 STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND 10-16d TO STUD/BEAM/POST LTT208 1675 1675 11496.3 LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-1/2"0 ROD TO FTG. SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AN ROOF TRUSSES, FLOOR FRAMING NOT LSTA12 805 695 10-10d 13872.5 MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND ANY ARCHITECTURAL, MECHANICAL OR LECTRICAL SYSTEM. CS16 1705 1705 13-8d 10852.1 GENERAL NOTES Et qONSTRUCTION SPECIFICATIONS 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: HING - 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. WITHIN 4'-0" OF ROOF EDGE). TILE -MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK @ 6" O.C. E GE & 6" O.C. FIELD (AT GABLE ENDS DECRI ASE 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" Or ROOF EDGE). WALL SHEATHING SPECIFICATIONS: FLEXIBLE FINISH -MIN. 7/,6", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ $d @ 4" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. STUCCO FINISH. -MIN. 7/,,", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/;8d @ 4" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE, 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 �" 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. I CONCRETE MASOINRY UNITS (CMU): CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN 5-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0". MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, ?STACK BOND SHALL NOT BE USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT WITH - #4 @ 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL E 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 AC$ORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IT 28 DAYS CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. GENERAL NOTES: FOOTING AND FOUNDATIONS: FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN ESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, E 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. N 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 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, WHE E 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 COMPL 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. WHiEN USING (2) STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. ROOF COVERING SPECIFICATIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFA TURER'S REQUIREMENTS. CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." A D THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1511 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 ®I BUILT-UP POST IN THE WALL TOP PLATE TO TOP PLATE FACE NAIL 2 -GUN NAILS @ 12" STAG. L3'/2x3'/2x'/4 4" 6'-0" ` GABLE X -BRACE, SEE DETAIL 10/S0.1 TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3 -GUN NAILS L4x3'/2"x'/4 6" 8'-0"HEADER SIZE, JACK AND -16d) 3 -GUN NAILS DBL. TOP PLATE TO STUD FACE NAIL (2 (2)2x8-1 /2 DESIGNATES SHEARWALL. THE KING STUD QUANTITY. L5x3'/z "x'/4 6" 10'-0" ___ HIDDEN LINE DESIGNATES SIDE OF RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6") GUN NAIL @ 6" ___ ______ WALL THE SHEARWALL SHEATHING L6x3'/2 "x'/4 6" 12'-0"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 O 3' L7x3'/z "x'/4 6" 16'-0" O.C. EDGE & 6" O.C. "IN THE CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4 -GUN NAILS FIELD' 1. STEEL LINTELS TO BE MINIMAL 36" CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8 -GUN NAILS LINTEL MUST HAVE CORROSI BRICK RESISTANT COATING OF EPO BASED VENEER ADJ - ADJACENT LG - Lon_ JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3 -GUN NAILS PAINT. BM - BEAM MANUF - Manufacture I[==� WEATHER BOT - BOTTOM MONO - Monolithic RAFTER TO PLATE TOE NAIL (3-8d) 3 -GUN NAILS i,m-v��BARRIER BRC - BEARING OC - On Center 2. LINTEL MORE THAN 8'-0". SHOULD CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board JACK RAFTER TO HIP TOE NAIL (3-10d) 4 -GUN NAILS BE LATERALLY SUPPORTED N T TO I; i DBL - DOUBLE PERP - P rpendicular ROOF RAFTER TO 2x_ RIDGE BM. TOE NAIL (2-16d) 3 -GUN NAILS EXCEED 6 FT. O.C. w/ 2-'/4 3" WD. DIA - DIAMETER PRE ENG -- Pre Engineered SCREWS INTO HEADER PROVIDE A '/2" LINTEL EA - EACH PSF - Pounds per Square Foot CONT. HEADER, TWO PIE ,'ES FACE NAIL 16d@ 16" O.C. @ EDGE ATTACHMENT VERTICAL SLOTTED HOLE FOR SCREW. EE - EACH END PSI - Pounds per Square Inch CONT. HEADER TO STUD TOE NAIL (3-16d) 4 -GUN NAILS i SEE NOTE 2 EOR - ENGINEER OF RECORD PT - PRE SURE TREATED 3. BRICK VENEER ATTACHME T: 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 einforce SOLE PLATE TO JOIST/B'-OCKING FACE NAIL (16d @ 16") GUN NAIL @ 8" TIES @ 12" O.C.. (FOR 130mph HEADER, L FLASHING FBC - FLORIDA BUILDING CODE SF - Square Foot BAIL SPECIFICATIONS WIND -ZONE VERT. TIES @ 16 O.C.. SEE PLAN[BRICKFDN - FOUNDATION SPF -Spruce Pine Fur ) LINTEL, FT - FOOT SYP -Southern Yellow Pine AT ALL OPENINGS SPACE TIES WITHIN SEE SCHEDULE 3"x0.131 "O = GUN NAILS 2"x0.113"O = RINK SHANK 12" OF OPENINGS. PRDVIDE3 e "0 WEEP FTG -FOOTING THRU - Typical gh 2"x0.113"O = 6C 2/2"x0.131"O = 8d HOLES @ 33" O.C. IMMEDIATE -Y ABOVE SECTION VIEW HDR - HEADER TYP - Typpical 3"x0.148"0 = 1C,1C,,,'•3'/2"x0.162'0 = 16d FLASHING. OF BRICK LINTEL LBS _ WWF = POUNDS VERT Vertical HORIZ - HORIZONTAL N U Otherwise Noted al 1'/2 "x0.148"0 = 10dx1'/2 " 1'/2 "x0.131 "0 = 8dx1'/2 " Welded Wire Fabric TYPICAL WALL FRAMING NOTE 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 INTERIOR BEARING WAI I SEE PLAN FOR STUD SIZE AND O.C. SPACING. CONTINUOUS BLOCKING WITHIN FLOOR SYSTEM WHERE POST IS ABOVE. 8d COMMON @ 3" O.C. F------ I I I I I L---- - J SYP#2 DBL. I SEE 5/SO.0 TOP PLATE. FULL HEIGHT SHEATHING TO BE CONTINUOUS TO UPPER TOP PLATE. ROOF SHEATHING, SEE SPECIFICATIONS. SEE 5/SO.0. I I TYPICAL STUD NAILING: 0.131x3" END NAILS: (2) @ 2x4, (3) @ 2x6, (4) @ 2x8. 2x -BLOCKING ONLY REQUIRED IF SHEARWALL. I �I I I L FASTEN LOWER STUD PERMANENT TRUSS I 8d TO TALLER STUD w/ BRACING BY OTHER. I COMMON 2 -ROWS OF 10d COMS it @ 3" O.C. @ 12" 0 C FULL HEIGHT ANCHOR AT INTERIOR WALLS TYPICALLY 3/8" FULL HEIGHT THREADED RODS @ 6'-0" O.C. BLOCKING ONLY REQUIRED AT SHEARWALLS AND STUCCO FINISH. 16d COMMONS @ 8" D.C. -\ FLOOR SHEATHING,'r r SEE SPECIFICATION�s. j I I I I -- SEE 1 /SO.1. BLOCKING ONLY REQUIRED AT SHEARWALLS AND J STUCCO FINISH. -INTERIOR BEARING WALL: SEE SCHEDULE FOR STUD SIZE AND O.C. SPACING. TYPICAL SOLE PLATE NAILING: 0.131x3" TOE NAILS: (3) @ 2x4, (4) @ 2x6, (5) @ 2x8. PT. SYP#2 SOLE PLATE. WALL SHEATHING TYPICAL HEADERNAILING 0.131X3" TOE NAILS 2X6, 2x8 = (5) NAILS 2x10, 2x12 = (7) NAILS 9" LVL, 11" LVL = (7) NAILS 14" LVL, 16" LVL = (9) NAILS 16"MAX. `SEE DETAIL 1/S0.1 FOR SPLICING ° OPTIONS. WALL FRAMING AT PLATE CHANGE CONDITION TYPICAL TOP PLATE NAILINGL ATE SPLICE F -0" MIN. SPLICE LENGTH FASTEN ALL TOP PLATES TOGETHER w/ (3) ROWS EN) NAILS LYSPACED OF .131x3 @ 12" O.C. STAGGERED. SYP A? SYP#2 DBL. HEADER, TOP PLATE. PER PLAN. DROPPED HEAD OR SILL PLATES MINIMUM END FASTENER EACH END SDWC15600 - (4)12d TOE NAILS RAISED HEADER SEE ROOF (5)12d TOE NAILS 4 8'-4" (3)2x4 SYP #2 FRAMING 15 12'-0 (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS PLAN FOR ARCHED e,�TRANSOM OPTION SEE RIGHT. WINDOW SILL SEE SCHEDULE FOR SILL SIZE AND CONNECTION EACH END. EXTEND SHEATHING VERT. SHEATHING MAY EXTEND 2" DETAILS. 4Y2" TO TOP OF TRUSS AS SHOWN. FL P E # 5 3 3 1 1 I I 2 TYPICAL WALL FRAMING I I S0.0 I J WALL SHEATHING SEE DETAIL 1/S0.1 FOR SPLICING OPTIONS. WALL SHEATHING TO SOLE PLATE SEE DETAILS SEE DETAILS RAISE Ys" FROM 8d @ 3" BOTTOM OF SOLE I ON S1.01 - /- ON S1.01 - PLAN AND FASTEN w/8d COMMON @ 3" -- I r--- F--- O.C. 4. I I I �• I I I L --------J L ---------J L J SINGLE STORY MULTY STORY /'7-`-, TVD \A/Al i Cir--rinNic- / SIMPSON DROPPED HEAD OR SILL PLATES MINIMUM END FASTENER EACH END SDWC15600 - (4)12d TOE NAILS 6 6'-4" SEE ROOF (5)12d TOE NAILS 4 8'-4" (3)2x4 SYP #2 FRAMING 15 12'-0 (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS PLAN FOR )�"06" TITEN HD EXTEND SHEATHING VERT. SHEATHING MAY EXTEND 2" DETAILS. 4Y2" TO TOP OF TRUSS AS SHOWN. FL P E # 5 3 3 1 1 -TO 2x4 BLOCKING AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE ATTACHMENTS MUST SPECIFICATIONS BELOW. HEEL 3 1'-0" PER PLANS. ANCHOR INTO 2x MATERIAL. PRE-ENGINEERED WOOD 2x SPF BLOCKING ROOF TRUSSES. RIPPED TO FIT WITH GAP SHOWN. KING STUDS, a a C9 SEE PLAN. SIMPSON SDWC15600 SEE ROOF FRAMING PLAN FOR SIMPSON DETAILS. SDWC15600SHEATHING MAY SIMPSON TERMINATE AT SIMPSON I SEE ROOF SDWC15600 TOP GF DBL. SDWC15600 II FRAMING SEE NOTE 1. TOP PLATE. SEE NOTE 1. I PLAN FOR 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 @ 48" O.C. /"1 Dnn( TDI IGG r nNINIf7('TInNI KING STUD TO TOP PLATE: SDWC15500 SCREW NOT REQUIRED AT GABLE ENDS OR OPENINGS LESS THAN 4'-6" KING & JACK STUDS SEE PLAN KING STUD TO BOTTOM PLATE CONNECTION: SIMPSON SDWC15600 SCREW. OMIT IF SHEARWALL HOLD DOWN IS SPECIFIED. NOT REQUIRED AT GABLE ENDS OR 2 -STORY WALLS 4'-0"I MIN. WINDOW SILL SCHEDULE ROUGH OPENING DROPPED HEAD OR SILL PLATES MINIMUM END FASTENER EACH END 5 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS 6 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS 4 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS 15 12'-0 (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS ARCHED TRANSOM OPTION: 2x SPF DIAGONAL BLOCKING ° FOUNDATION SEE PLAN a �.°,,,° ' • ' , 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. DROPPED HEADER CONDITION 2,Y4" WASHER SLOTTED WASHER PUSHED TO OUTSIDE fx3xY4" SLOTTED FACE OF WALL. VASHER PUSHED 0 OUTSIDE 'ACE OF WALL. PLAN VIEW - )/2" THREADED ROD EPDXIED 4" OR )4"0x6" SIMPSON TITEN HD. SECTION VIEW SOLE PLATE ANCHOR Q& HOLD DOWN. BUTT JOINT I 12" 1Y2" I PT. SYP#2 SILL PLATE. DROPPED SOLE FASTENED w/ 3-0.131"x3" SHEARWALLS WASHER SPACING SPEC. EMBEDMENT DEPTH EDGE DISTANCE Y2"0 EPDXY HEADER 24" EA. END TYPICAL. 4" 2Y" )�"06" TITEN HD 42" SHEATHING MAY EXTEND 2" 3x3xO.229" 4Y2" 2%" FL P E # 5 3 3 1 1 PAST BLOCKING- WINDOW SYP#2 HEADER, # ATTACHMENTS MUST PER PLANS. ANCHOR INTO 2x MATERIAL. JACK AND KING STUDS, SEE PLAN. AT TWO STORY CONDITIONS, WINDOW SILL SEE PROVIDE SOLID BLOCKING SCHEDULE. WITHIN FLOOR SYSTEM AT ALL UPPER LEVEL POSTS & JACK STUDS. SDWC15600 SCREW 1 11 SEE 8/SO.0. ° FOUNDATION SEE PLAN a �.°,,,° ' • ' , 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. DROPPED HEADER CONDITION 2,Y4" WASHER SLOTTED WASHER PUSHED TO OUTSIDE fx3xY4" SLOTTED FACE OF WALL. VASHER PUSHED 0 OUTSIDE 'ACE OF WALL. PLAN VIEW - )/2" THREADED ROD EPDXIED 4" OR )4"0x6" SIMPSON TITEN HD. SECTION VIEW SOLE PLATE ANCHOR Q& HOLD DOWN. BUTT JOINT I 12" 1Y2" I PT. SYP#2 SILL PLATE. ---IMAX. MIN. SOLE PLATE BREAK NOTES: 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO CORNERS AND PLATE BREAKS AND KING STUDS. 2. WASHERS SHALL BE SLOTTED. 3. AS AN ALTERNATE TO THE 3"X3"XY4" PLATE WASHER, A 3"X3"X'/8" W/ 11/2"0 ROUND STEEL WASHER MAY BE USED. SOLE PLATE ANCHOR DETAIL & SCHEDULE SCALE: 3/4'" = 1'-0 2 PLY BEAM. II r 3 PLY BEAM. I t i (4) ROWS 12d AT 12" O.C. EA. SIDE. (3) ROWS 12d AT 12" O.C. EA. SIDE. 2 & 3 PLY BEAMS 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. SCHEDULE ROUGH OPN'G, SEE ARCH. >)12d TOE AILS E.E. AIN) ` a SOLE PLATE CONNECTOR SOLE PLATE ANCHOR LOCATED WITHIN 6" OF STUD PER SCHEDULE PACK. OMIT IF SHEARWALL HOLD DOWN IS SPECIFIED SINGLE STORY TYPICAL HEADER STRAPPING KING & JACI STUDS SEE PLAI (3) ROW OF 10d t NAILS @ 8" O.C. STAGGERED t N2x4 MEMBERS: ° N (1) ROW OF 10d NAILS @ 4" O.C. ° 24 MEMBERS: (2) ROW OF 10d NAILS @ 4' O.C. STAGGERED 2x4 OR 2x6 POST 2x8 P 7-17 (3)ROWS OF 5" (3)ROWS OF 6-Y4" TRUSSLOK TRUSSLOK ENGINEERED WOOD ENGINEERED WOOD FASTENERS @ 24"o.c FASTENERS @ 24"o.c AS SHOWN AS SHOWN 33 -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 1 BUILT-UP MEMBER FASTENING TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. KING STUD TO FRAMING BELOW: CS18 STRAP w/6-10dxl)'" NAILS EACH END. STRAP ATTACHMENT CAN BE INTERIOR OF EXTERIOR SIDE OF WALL STRAP NOT REQUIRED AT THE FOLLOWING: GABLE ENDS OF JACK TRUSSES LESS THAN 8' OR OPENINGS LESS THAN S-6' STRAPPING NOT REQUIRED AT LOWER LEVEL HEADERS UNLESS SPECIFIED ON PLAN SCHEDULE ROUGH OPN'G, SEE ARCH. MULTI STORY (STACKED WINDOWS BOUNDARY OF SHEATHING, EXAMPLE OF PANEL EDGE w/ BLOCKING WHERE REQUIRED BY GENERAL NOTES. NAIL SPACING AT SUPPORTED EDGES, GENERAL NOTES. EXAMPLE OF UNSUPPORTED (UNBLOCKED) PANEL EDGE (TYPICAL). NAILING TO INTERMEDIATE SUPPORT IS 6" O.C. MAX. - (LION). RATED SHEATHING, SEE GENERAL NOTES. ROOF TRUSSES, OR FLOOR JOISTS. ROOF AND FLOOR SHEATHING NAILING SCALE: 3/4" = 1'-0" 2x4 BLOCKING 024" O.C. FASTEN EACH END w/3 -10d TOENAILS. STUD BELOW LOWER TOP 4-10d PLATE AT BREAK. OVER LAP DOUBLE COMMONS TOP PLATES. ORTHOGONAL VIEW WALL INTERSECTION OF CORNER CONDITIONS CORNER WALL INTERSECTION CONDITIONS CONDITIONS NOTES: 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS. 2. '- DENOTES 3"x0.131" GUN NAILS @ 6" O.C. VERTICAL. 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE. 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED. 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE OPTIONS ARE SHOWN. FRAMED WALL CORNER AND INTERSECTIONS STUDS CONFIGURATIONS TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. STUD OR 2} BLOCKING FAST N/8 -10d COMMO SCHEDULE ROUGH OPN'G, SEE ARCH. MULTI STORY (UNSTACKED WINDOWS) TRUSS TO PLATE: SDWC SCREW PLATE TO HEADER: SDWC SCREW @ 2X6 WALL TRUSS TO r PLATE: SDWC r I SCREW PLATE TO HEADER: V SDWC SCREW @ 24" O.C. 2X4 WALL HEADER FASTENING SECTION KING STUD TO FRAMING BELOW: CS18 STRAP W/6-10DX1Yz" NAILS EACH END. STRAP ATTACHMENT CAN BE INTERIOR OR EXTERIOR SIDE OF WALL. STRAP NOT REQUIRED AT THE FOLLOWING: GABLE ENDS OR JACK TRUSSES LESS THAN 8' OR OPENINGS LESS THAN 3'-6" Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 N l/ SOLE PLATE ANCHOR SCHEDULE ANCHOR EXT. WALL SPACING SHEARWALLS WASHER SPACING SPEC. EMBEDMENT DEPTH EDGE DISTANCE Y2"0 EPDXY 42" 24" 3x3xO.229" 4" 2Y" )�"06" TITEN HD 42" 24" 3x3xO.229" 4Y2" 2%" NOTES: 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO CORNERS AND PLATE BREAKS AND KING STUDS. 2. WASHERS SHALL BE SLOTTED. 3. AS AN ALTERNATE TO THE 3"X3"XY4" PLATE WASHER, A 3"X3"X'/8" W/ 11/2"0 ROUND STEEL WASHER MAY BE USED. SOLE PLATE ANCHOR DETAIL & SCHEDULE SCALE: 3/4'" = 1'-0 2 PLY BEAM. II r 3 PLY BEAM. I t i (4) ROWS 12d AT 12" O.C. EA. SIDE. (3) ROWS 12d AT 12" O.C. EA. SIDE. 2 & 3 PLY BEAMS 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. SCHEDULE ROUGH OPN'G, SEE ARCH. >)12d TOE AILS E.E. AIN) ` a SOLE PLATE CONNECTOR SOLE PLATE ANCHOR LOCATED WITHIN 6" OF STUD PER SCHEDULE PACK. OMIT IF SHEARWALL HOLD DOWN IS SPECIFIED SINGLE STORY TYPICAL HEADER STRAPPING KING & JACI STUDS SEE PLAI (3) ROW OF 10d t NAILS @ 8" O.C. STAGGERED t N2x4 MEMBERS: ° N (1) ROW OF 10d NAILS @ 4" O.C. ° 24 MEMBERS: (2) ROW OF 10d NAILS @ 4' O.C. STAGGERED 2x4 OR 2x6 POST 2x8 P 7-17 (3)ROWS OF 5" (3)ROWS OF 6-Y4" TRUSSLOK TRUSSLOK ENGINEERED WOOD ENGINEERED WOOD FASTENERS @ 24"o.c FASTENERS @ 24"o.c AS SHOWN AS SHOWN 33 -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 1 BUILT-UP MEMBER FASTENING TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. KING STUD TO FRAMING BELOW: CS18 STRAP w/6-10dxl)'" NAILS EACH END. STRAP ATTACHMENT CAN BE INTERIOR OF EXTERIOR SIDE OF WALL STRAP NOT REQUIRED AT THE FOLLOWING: GABLE ENDS OF JACK TRUSSES LESS THAN 8' OR OPENINGS LESS THAN S-6' STRAPPING NOT REQUIRED AT LOWER LEVEL HEADERS UNLESS SPECIFIED ON PLAN SCHEDULE ROUGH OPN'G, SEE ARCH. MULTI STORY (STACKED WINDOWS BOUNDARY OF SHEATHING, EXAMPLE OF PANEL EDGE w/ BLOCKING WHERE REQUIRED BY GENERAL NOTES. NAIL SPACING AT SUPPORTED EDGES, GENERAL NOTES. EXAMPLE OF UNSUPPORTED (UNBLOCKED) PANEL EDGE (TYPICAL). NAILING TO INTERMEDIATE SUPPORT IS 6" O.C. MAX. - (LION). RATED SHEATHING, SEE GENERAL NOTES. ROOF TRUSSES, OR FLOOR JOISTS. ROOF AND FLOOR SHEATHING NAILING SCALE: 3/4" = 1'-0" 2x4 BLOCKING 024" O.C. FASTEN EACH END w/3 -10d TOENAILS. STUD BELOW LOWER TOP 4-10d PLATE AT BREAK. OVER LAP DOUBLE COMMONS TOP PLATES. ORTHOGONAL VIEW WALL INTERSECTION OF CORNER CONDITIONS CORNER WALL INTERSECTION CONDITIONS CONDITIONS NOTES: 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS. 2. '- DENOTES 3"x0.131" GUN NAILS @ 6" O.C. VERTICAL. 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE. 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED. 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE OPTIONS ARE SHOWN. FRAMED WALL CORNER AND INTERSECTIONS STUDS CONFIGURATIONS TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. STUD OR 2} BLOCKING FAST N/8 -10d COMMO SCHEDULE ROUGH OPN'G, SEE ARCH. MULTI STORY (UNSTACKED WINDOWS) TRUSS TO PLATE: SDWC SCREW PLATE TO HEADER: SDWC SCREW @ 2X6 WALL TRUSS TO r PLATE: SDWC r I SCREW PLATE TO HEADER: V SDWC SCREW @ 24" O.C. 2X4 WALL HEADER FASTENING SECTION KING STUD TO FRAMING BELOW: CS18 STRAP W/6-10DX1Yz" NAILS EACH END. STRAP ATTACHMENT CAN BE INTERIOR OR EXTERIOR SIDE OF WALL. STRAP NOT REQUIRED AT THE FOLLOWING: GABLE ENDS OR JACK TRUSSES LESS THAN 8' OR OPENINGS LESS THAN 3'-6" Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 N l/ r GE *'• STAT OF rz \ SS�ONA\- -' Luis A. Pont igo, PE FL P E # 5 3 3 1 1 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 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. DESIGN CRITERIA AND WL LO SCALE DIMENSIONS FROMAWINGS. IF A DIMENSION 15LEAR REFER TO THE CTURAL DRAWINGS ORNTACT THE E.O.R. PLAN NAIME SAN TROPEZ-CLASSIC DESIGN/DRAWN/CHECKED JWA / CMJ/LAP DATE 07.11.18 SCALE AS NOTED LPA No. TOLL -18-00722 CONTROL No. 4544 SHEET S 0.0 SHEET 1 OF 9 BLOCKING ONLY REQUIRED AT SHEARWALLS AND STUCCO FINISH 16d COMMONS ® 8" O.C. CONT. RIBBON BOARD (TYP) FLOOR TRUSSES OR JOIST. 5-8d COM EACH SIDE OF SPLICE SHEATHING SPLICE 16d COM ONS 0 8" 0. C. CONT. R BBON BOARD (TYP) FLOOR TRUSSES OR JOIST. 8d COM 0 3" O.C. EACH SIDE OF SPLICE SHEATHING SPLICE 3W' OSB or PLYWOOD RIM BOARD Ya" SHORTER THAN I N WALL FRAMING WALL FRAMING-/ FLOOR SYSTEM. AL G VERTICAL JOINTS WITH SHEATHING SPLICE WALL SHEATHING E. JOINTS BLOCKING ONLY REQUIRED _,,,-'-/' 5-8d COM AT SHEARWALLS AND EACH SIDE STUCCO FINISH OF SPLICE OPTION 1 OPTION 2 OVER LAP SHEATHING APA RIM BOARD OPTION NOTE 1: 1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THRE DED RODS ARE INSTALLED �1 FLOOR TO FLOOR WALL SHEATHING AND STRAPPI G OPTIONS SO.1 2x4 SYP#2 HORIZ. BRACING 0 24" O.C. BETWEEN OUTER WALL - & FIRST INTERIOR TRUSS. NAIL EACH END w/ 3-0.131x3" NAILS (TYP) FLOOR TRUSS 2x4 SYP#2 DIAGONAL FASTEN EA. END w/ 3-10d COMMONS CEILIINE NG WALL FRAMING INSTALL FLOOR TO FLOOR STRAPPING PER OPTION 1 OR 2 FLOOR TRUSS PARALLEL TO NAILER w/ (1) ROW 8d C�F-1 ROOF TRUSS. DBL. TOP I HEADER PLATE II/ -CA IIF SYP#2 2x4 NAILER FASTENED TO TRUSS io< 2x4 BLOCKING. FASTEN ROOF 0 3" O.C. FASTEN TO TOP BOT. CHORD w/ 0.131x3" 0 3" O.C. EACH END w/3 10d 8 -GUN NAILS 2x4 SYP#2 CATS AT 12" 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOEt�VAILS TRUSS. FLOOR OR SW 8d©3" 6" LEDGER FASTENED FASTENED TO SHEATHING w/ 8d 0 3" O.C. ROOF - UPPER TO LOWER STUDS SW 8d03/E: (2) CS18 STRAPS O.C. FASTENED TO TOP �END STUDS TO FOUNDATION 6-10d ROOF TRUSS. W 8d03/6: HTT5 OR HDU5 - SOLE PLATE ANCHORS ICE' IEE SCHEDULE ON DETAIL 3/SO.0 SB TRUSS. SDWC 15600 PLATE w/ 4-0.131x3" PANEL BOUNDARIES AND 6" IN THE FIELD. 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. 11a" END POSTS FOR SW. OF 8d 0 3" O.C. SHEATHING FASTENED TO Z. [1 SIMPSON H3 w/ 10-8d COMMON 0 32" O.C. COMMON. BLOC NG MAX I � w/3 -0.131x3" ( AND LEDGER TO ROOF MEMBER. /TOP PLATE w/ 10d ® 3" O.C. 2X4 T -BRACE. ONLY SCREWS -1I TT 1 REQUIRED FOR BRACE AS SHOWN, r-9;mZr- RAFTER LENGTH LENGTHS > 8'-0". PAN 16" MAX. . FLOOR SHEARWALL BETWEEN OVERFRAMING RAFTER OSB WALL FASTEN CATS EACH END w/ AND ROOF MEMBER. ALL AROUND 2x SYP#2 CONT. ATTACH TO TOP PLATE AND TRUSS TO TRUSS BOT. CHORD w/ I SHEATHING 3-0.1,31), 1" COMMON TOE NAILS I7 FASTEN CATS EACH END w/ w/ 0.131x3" @ 3" O.C. EDGE OF 2x4 SYP#2 CATS AT 12" (2) ROWS 0.131x3" 0 3" O.C. ;; INTERIOR II 3-0.131x3" NAILS 0 6" O.C. 2x MAY OVERHANG TOP PLATE. SHEARWALL ' SHEARWALL. SHEARWALL OR SHEARWALL PLATE 4-0.131x3" SW -2 EXTERIOR WALL SHEARWALL OR ALTERNATE A ALTERNATE B ALTERNATE C ALTERNATE G OSB DIAPHRAGM FASTEN ROOF TRUSS FLOOR DECK 10d 04"O.C. FLOOR E TO NAILER w/ (1) ROW 8d C�F-1 MAX DBL. TOP AT 3" O.C.(TYP) HEADER PLATE II/ -CA IIF 2x4 SPF#2 CONTINUOUS io< 2x4 BLOCKING. FASTEN TRUSS. 0 3" O.C. FASTEN TO TOP II II 1 F1 EACH END w/3 10d 8 -GUN NAILS II II 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOEt�VAILS / / SW 8d©3" 6" LEDGER FASTENED PENFORVED SHEARWALL SEGMENTED SHEARWALL - UPPER TO LOWER STUDS SW 8d03/E: (2) CS18 STRAPS PLATE w/ (2) ROWS/�e" �END STUDS TO FOUNDATION 6-10d OF SHEATHING W 8d03/6: HTT5 OR HDU5 - SOLE PLATE ANCHORS ICE' IEE SCHEDULE ON DETAIL 3/SO.0 SB SHEARWALL NOTES OVERFRAME RAFTERS, SEE PLAN. TRUSS WEBS WITH PANEL BOUNDARIES AND 6" IN THE FIELD. 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. qq '1 END POSTS FOR SW. OF 8d 0 3" O.C. 3. FASTEN ALL INTERIOR SW TO ROOF OR FLOOR TRUSSES PER 5/SO.1 [1 SIMPSON H3 w/ 10-8d COMMON 4. INSTALL INTERIOR FOOTING BELOW SHEARWALL PER DETAILS ON S1.0 TYPICAL SI--EARWALL ELEVATION BLOC NG BASE OF POST w/3 -0.131x3" ( AND LEDGER TO ROOF MEMBER. THESE STRAPS MAY BE OMITTED I 2X4 T -BRACE. ONLY BLOCKING WHEN OVERFRAME REQUIRED FOR BRACE AS SHOWN, 2x4 SPF RAFTER LENGTH LENGTHS > 8'-0". PAN L /" LESS THAN 4'-0" FLOOR COMMON. BETWEEN OVERFRAMING RAFTER 0 6" ON -CENTER SYP#2 2x4 NAILER FASTENED AND ROOF MEMBER. ALL AROUND FRAMING TO TRUSS BOT. CHORD w/ I FASTEN CATS EACH END w/ 2x4 SYP#2 CATS AT 12" (2) ROWS 0.131x3" 0 3" O.C. ;; INTERIOR 3-0.131x3" NAILS 0 6" O.C. O.C. FASTENED TO TOP ' SHEARWALL. PLATE 4-0.131x3" SW -2 SHEARWALL OR COMMON/ 5-16d NAILS EXTERIOR WALL ALTERNATE D ALTERNATE E (TYPICAL) ALTERNATE F SHEARWALL ATTACHMENT AT ROOF Et FLOOR WALL STUDS AT 16" O.C. WALL STUDS AT 16" O.C. ROOF TRUSS I� ROOF TRUSS'I� SYP#2 LEDGER ATTACH) DBL. SYP#2 LEDGER) TO EACH STUD, PER ATTACH TO EACH STUD, SCHEDULE BELOW PER SCHEDULE BELOW. A -SINGLE LEDGER B -DOUBLE LEDGER VERTICAL VERTICAL REACTIONLEDGER SIZE &NAILING REACTION LEDGER SIZE & NAILING 0-775 2x6 w/ 5-0.131x3" 1850-2345 2x8 w/ 6-'/4"0x6" SDS SCREWS 776-1250 2x8 w/ 8-0.131x3" 2346-3125 2x12 w/ 8-'/a"0x6" SDS SCREWS 1251-1540 2x10 w/ 10-0.131x3" 1540-1850 2x12 w/ 12-0.131x3" LEDGER A NOTES: WHERE A LEDGER IS INDICATED ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, THE LEDGER IS BEING USED TO ATTACH THE ADJACENT ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. WHEN R LEDGER CONNECTION SHEARWALL NOTES: 1. AT ROOF TRUSS, CONTRACTOR MAY CHOOSE A,B,C,D, OR G. 2. USE ALTERNATE A. AT EXTERIOR WALLS ENDING BETWEEN ROOF TRUSSES. 3. USE ALTERNATE E & F FOR FLOOR TRUSS ATTACHMENT COMMON NAILS C�F-1 MAX DBL. TOP AT 3" O.C.(TYP) HEADER PLATE II/ -CA IIF - BELOW TOP PLATE D 2x4 BLOCKING. FASTEN II II 1 F1 EACH END w/3 10d 8 -GUN NAILS II II 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOEt�VAILS / / SW 8d©3" 6" FASTEN TO ROOF FRAMING BELOW PENFORVED SHEARWALL SEGMENTED SHEARWALL - UPPER TO LOWER STUDS SW 8d03/E: (2) CS18 STRAPS w/ 4-12d NAILS AT EACH RAFTER. �END STUDS TO FOUNDATION 6-10d OF SHEATHING W 8d03/6: HTT5 OR HDU5 - SOLE PLATE ANCHORS ICE' IEE SCHEDULE ON DETAIL 3/SO.0 COMMONS SHEARWALL NOTES OVERFRAME RAFTERS, SEE PLAN. 1. PROVIDE 46" OSB SHEATHNG WITH 8d COMMONS 0 3" O.C. AT PROVIDE 2x BLOCKING AT AL_ PANEL EDGES. PANEL BOUNDARIES AND 6" IN THE FIELD. 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. qq '1 END POSTS FOR SW. 3. FASTEN ALL INTERIOR SW TO ROOF OR FLOOR TRUSSES PER 5/SO.1 [1 SIMPSON H3 w/ 10-8d COMMON 4. INSTALL INTERIOR FOOTING BELOW SHEARWALL PER DETAILS ON S1.0 TYPICAL SI--EARWALL ELEVATION NAILS FROM RAFTER TO LEDGER BASE OF POST 2x4 SPF#2 ( AND LEDGER TO ROOF MEMBER. THESE STRAPS MAY BE OMITTED I 2X4 T -BRACE. ONLY BLOCKING WHEN OVERFRAME REQUIRED FOR BRACE AS SHOWN, ALT. TO BOTH H3 ABOVE RAFTER LENGTH LENGTHS > 8'-0". PRODIDE MTS12 OR CS16 DIRECTLY LESS THAN 4'-0" FASTEN w/10d COMMONS ROOF MEMBER. BETWEEN OVERFRAMING RAFTER 0 6" ON -CENTER AND ROOF MEMBER. �PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. DECK LEDGER AT OVERFRAME RAFTERS OTED 1 TRUSS TO LEDGER CONNECTION BY TRUSS t l7 S0.1 USE T� S LETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. ENGINEER. NOT SHOWN FOR CLARITY D FULL HEIGHT WASHER _ P �IX I ANCHORING SPECIFICATIONS Op O ; YV DOUBLE FULL HT. SOLE FULL HT. TOP PLATE. ANCHOR UPLIFT PLATE ANCHOR DOUBLE TOP CONNECTOR PLATE SEE PLAN WALL S D QA OR POST FULL HEIGHT ►� THREADED ROD SEE PLAN EIEVATION STEEL COUPLER O► 0 (OPTIONAL, LOCATE © FULL HT. AS NEEDED) ANCHOR AT SILL PLATE AT TOP PATE i FLOOR FULL HEIGHT AN OR INSTALLATION CHART FRAMING A CE THREADED F FULL HEIGHT ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE THREADED ROD FOUNDATION, HOLE HOLE SPEC. DEPTH DISTANCE SEE PLAN PER PLAN. 3/8 '/2"0 '/2"0 2x2x'/8" 4" 4" 2" 3' EMBEDMENT 5/8 3'40 3/4"0 3x3x'/4" 7.5" 12" 2Y2' 3 - DEPTH O MONO STEM MONO STEM FULL HEIGHT ANCHOR WALL SECTION THREADED ROD NSTA' ' A TI 11A1 AfIT 12 FI JILL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM ;0.1 T111S 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, COUPLERS (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 OONDI11ON 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 ANCHORING: ALL THREADED RODS SHALL BE DRILLED & EPDXY ANCHORED. SEE INSTALLATION CHART FOR EMBEDMENT AND EDGE DISTANCE REQUIREMENTS 2x6 SYP#2 BLOCKING BETWEEN EA. TRUSS. FASTEN TO TOP FASTENEDD TO TOP 2x6 SYP NAILER PLATE w/ 10d 0 4" O.C. PLATE w/ 10d 0 3" O.0 -:F \POR C'H SHEATHING, HEADER SEE SPECIFICATIONS BELOW END I PORCH PARALLEL HEADER & SUPPORT TO WALL PORCH POST, PER PLAN. I (2)MSTA24 PERPENDICULAR STRAPS TO WALL 24" 16 GUAGE POST BASE: STRAP w/11- POST 24" 16 GUAGE 4x4 POST: ABU44 10dx1Y2" EA. END BELOW STRAP w/11- 6x6 POST: ABU66 10dx1Y2' EA. END PORCH. PORCH HEADER, � _- SLAB SEE PLAN HTS16 STRAPS MSTA24 5�" ROD STRAPS EPDXIED 6" MIN PLAN VIEW -0 F PLAN VIEW OF ELEVATION VIEW OF PORCH HEADER PORCH HEADER PORCH HEADER AT CORN -R POST AT POST AT POST PORCH SHI ATHING SPECIFICATIONS: 1/2" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6" O.C. EDGE & FIELD OR (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD r21 TYPICAL PORCH FRAMING DETAILS SEE DETAIL 5/SO.1 FOR DIAPHRAGM ATTACHMENT WHERE APPLICABLE PROVIDE SOLID BLOC<ING WITHIN FLOOR SYSTEM AT SW END POSTS. ROOF TRUSS 2X6 ANGLE BRACE v 4-12d TOE NAILS (TYF.) rY L^J Id r 2x4x6' SYP#2 LATERAL BRACE EA. X -BRACE w/ 2-16d INTO BOTTOM 8-10d CHORD OF EA. TRUSS. COMMONS GABLE END BRACING Ilk NOTES: 1. SPACE GABLE END BRACING 0 4'-6" MAX. 2. ALL MATERIAL TO BE SYP#2 " FULL HEIGHT ROD TEN HD R TIGHT PLATE ON TITEN HD ROD COUPLER )DS - THD37634RC (%%6.4") 3/8" FULL HEIGHT ROD ALTERNATE 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. QR DBL TOP PLT TO GABLE TRUSS BOTTOM CHORD W/ SDWC15600 0 36" O.C. OMIT IF SHEATHING OVERLAPS GABLE 12" MIN (1)MSTA24 STRAPS FOLD OVER TOP PLATE FASTEN w/18 -10d (2)MSTA24 STRAPS FOLD OVER TOP PLATE FASTEN w/18 -10d C�F-1 MAX DBL. TOP MAXNOTCH HEADER PLATE II/ -CA IIF - BELOW TOP PLATE D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) II II 1 F1 PORCH 8 -GUN NAILS II II / / / SW 8d©3" 6" SW 8d@3"/6" PENFORVED SHEARWALL SEGMENTED SHEARWALL - UPPER TO LOWER STUDS SW 8d03/E: (2) CS18 STRAPS - UPPER TO LOWER STUDS SW 8d03/6: (2) CS18 STRAPS �END STUDS TO FOUNDATION B END STUDS TO FOUNDATION W 8d03/F: HTT5 OR HDU5 W 8d03/6: HTT5 OR HDU5 - SOLE PLATE ANCHORS ICE' IEE SCHEDULE ON DETAIL 3/SO.0 C - SOLE PLATE ANCHORS EE SCHEDULE ON DETAIL 3/SO.0 SHEARWALL NOTES 1. PROVIDE 46" OSB SHEATHNG WITH 8d COMMONS 0 3" O.C. AT PROVIDE 2x BLOCKING AT AL_ PANEL EDGES. PANEL BOUNDARIES AND 6" IN THE FIELD. 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS END POSTS FOR SW. 3. FASTEN ALL INTERIOR SW TO ROOF OR FLOOR TRUSSES PER 5/SO.1 TRUSS SHOP DRAWING FOR QTY. AND 4. INSTALL INTERIOR FOOTING BELOW SHEARWALL PER DETAILS ON S1.0 TYPICAL SI--EARWALL ELEVATION PROVIDE SOLID BLOC<ING WITHIN FLOOR SYSTEM AT SW END POSTS. ROOF TRUSS 2X6 ANGLE BRACE v 4-12d TOE NAILS (TYF.) rY L^J Id r 2x4x6' SYP#2 LATERAL BRACE EA. X -BRACE w/ 2-16d INTO BOTTOM 8-10d CHORD OF EA. TRUSS. COMMONS GABLE END BRACING Ilk NOTES: 1. SPACE GABLE END BRACING 0 4'-6" MAX. 2. ALL MATERIAL TO BE SYP#2 " FULL HEIGHT ROD TEN HD R TIGHT PLATE ON TITEN HD ROD COUPLER )DS - THD37634RC (%%6.4") 3/8" FULL HEIGHT ROD ALTERNATE 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. QR DBL TOP PLT TO GABLE TRUSS BOTTOM CHORD W/ SDWC15600 0 36" O.C. OMIT IF SHEATHING OVERLAPS GABLE 12" MIN (1)MSTA24 STRAPS FOLD OVER TOP PLATE FASTEN w/18 -10d (2)MSTA24 STRAPS FOLD OVER TOP PLATE FASTEN w/18 -10d WALL SHEATHING STUD WALL FRAMING 8d COMMON WIRE NAILS i w/ 2x SOLID BLOCKING TO BLOCKING ® 3" O.C. AT SHEATHING EDGE I 1 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) PERPENDICULAR TRUSS DETAIL B WALL SHEATHING-\ LSTA12 FOLDED OVER TOP DOUBLE TOP PLATE CONTINUOUS OVER 6" HEADER 6" MAX DBL. TOP MAXNOTCH HEADER PLATE 4 - BELOW TOP PLATE D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) PORCH 8 -GUN NAILS BACKSIDE OF WEB. HEADER, BRACING APPLIED TO SEE PLAN. FULL HEIGHT FRONT SIDE OF WEBS. ANCHOR OR DTT2Z CONTINUOUS LATERAL BRACING, SEE HOLD DOWN ATMIN. TRUSS SHOP DRAWING FOR QTY. AND (2)2x4 WOOD BASE OF POST BELOW. & (1) ADJ. OPTION A TO PORCH HEADER. WALL SHEATHING STUD WALL FRAMING 8d COMMON WIRE NAILS i w/ 2x SOLID BLOCKING TO BLOCKING ® 3" O.C. AT SHEATHING EDGE I 1 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) PERPENDICULAR TRUSS DETAIL B WALL SHEATHING-\ LSTA12 FOLDED OVER TOP DOUBLE TOP PLATE CONTINUOUS OVER 6" HEADER PLATE w/5 -10d NAILS INTO TOP PLATE & 5-10d NAILS INTO BEAM. SPACE MAX 0 48" O.C. OMIT IF WALL H2.5T 0 32" O.C. TOP & BOT SHEATHING IS INSTALLED 11 ON FACE OF BEAM 8 -GUN o NAILS FULL HEIGHT ANCHOR OR DTT2Z HOLD DOWN AT MIN. (2)2x4 WOOD BASE OF POST BELOW. & (1) ADJ. OPTION B TO PORCH HEADER. TYPICAL PORCH BEAM CONNECTION IF TRUSS REACTION EXCEEDS 23001bs PROVIDE CRIPPLE STUDS DIRECTLY BENEATH TRUSS 2-SIMPSON H2.5T.- - � STRAP KING POST TO POST BELOW WITH 2-CS16 STRAPS WHEN FULL HEIGHT ANCHORS ARE NOT USED STRAP KING F POST BELOW WITH STRAPS WHEN FULL Huum l ANCHORS ARE NOT USED 420 Osceola Avenue Jax. Beach, Florida 32250 h. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 STUD WALL FRAMING w/ 2x SOLID BLOCKING AT SHEATHING E GE P DIV 8d COMMON WIRE NAILS /� GJ P•,.••••.., T/Gl TO BLOCKING 0 3" O.C. / �\ J� .•��GENg� p N ROOF TRUSS c•1 OR JOIST /FOR PERPENDICULAR * o0 TRUSS CONN TION ; A '•• STAT �� SEE DETAIL 8 ABOVEF P• N CONTINUOUS 2x6 SYP#2 NC�; LEDGER FASTEN WITH C 5-0.131x3" EA. STUD. PARALLEL TRUSS DETAIL A Luis A. Pontigo, PE WALL ADJ. TO ROOF CONNECTION FL PE#53311 SEE CONSTRUCTION SPECIFICATIONS FOR ROOF REVISIONSDATE AND WALL SHEATHING AND STUD FRAMING. HEADER DOWN CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A H2.5T 0 32" O.C. TOP & BOT B SEE PLAN C (1)MSTA24 STRAPS D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) HEADER TIE DOWN THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN MI 11 TIPI F RRACFn TRI ISSFC AS INnICATFn IN TRI ISC 4PFY'IFICATIr1NS 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 SDS SCRE S" HTT5 ALTERNATE FOR ALTERNATE FOR FULL HEIGHT ROD 5/8" FULL HEIGHT ROD 14 FULL HEIGHT THREADED ROD S I ALTERNATE PERMANENT TRUSS BRACING SCALE: 3/4" = 1'-0" SIMPSON HTT5 OR HDU5. FASTEN 26-10d COMONS MIN 2 PLY STUD IN LIEU OF 2 STUDS ITS ACCEPTABLE TO SISTER A MIN 9 PLY36" LONG STUD FASTEN w/12 - 0.131x3" GUN NAILS 0 SIMPSON DTT2Z w/8- Ya"x1Yz SDS SCREWS HEADER UP CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR (1)DIAGONAL BRACE PER B SEE PLAN C (1)CS16 STRAPS (4) TRUSSES APPLIED TO BACKSIDE OF WEB. BRACING APPLIED TO FRONT SIDE OF WEBS. CONTINUOUS LATERAL BRACING, SEE TRUSS SHOP DRAWING FOR QTY. AND LOCATION. IF MORE THAN (1) LATERAL BRACE IS NEEDED, OVERLAP BRACE AS SHOWN, MINIMUM 2 PLY MINIMUM STUD 2 PLY STUD AT 2ND STORY STUDS PROVIDE 1 CS18 STRAPS AT BASE OF STUDS (FLOOR TO FLOOR) SIMPSON DTT2Z SDS SCRE S" HTT5 ALTERNATE FOR ALTERNATE FOR FULL HEIGHT ROD 5/8" FULL HEIGHT ROD 14 FULL HEIGHT THREADED ROD S I ALTERNATE PERMANENT TRUSS BRACING SCALE: 3/4" = 1'-0" SIMPSON HTT5 OR HDU5. FASTEN 26-10d COMONS MIN 2 PLY STUD IN LIEU OF 2 STUDS ITS ACCEPTABLE TO SISTER A MIN 9 PLY36" LONG STUD FASTEN w/12 - 0.131x3" GUN NAILS 0 SIMPSON DTT2Z w/8- Ya"x1Yz SDS SCREWS HEADER UP CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A LS18 0 32" O.C. B SEE PLAN C (1)CS16 STRAPS D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) SINGLE TRUSS BRACING f I�I I,I II II I°I I°I II T -BRACE FASTENED TO I.I WEB w/ 12d 0 6"O.C. T -BRACE TO BE THE I,I SAME SIZE, SPECIES, I I AND GRADE AS WEB I°I TO BE BRACED. II I°I ' II f 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)MTS12- (2)MTS12 o SIMPSON FULL HEIGHT 2 H2.5T LTT20B THREADED ROD ( ) (2)H2.5T Y2" THREADED ROD WITHIN 6" OF EPDXIED 4" MIN OR GIRDER SEE PLAN MINIMUM EADED ( ) 2 PLY AT 2ND STORY OXIED Y2x6" TITEN HD STUD STUDS PROVIDE J }�" THREADED ROD 2 CS18 STRAPS EPDXIED 4" MIN OR AT BASE OF STUDS Y2x6" TITEN HD (FLOOR TO FLOOR) TT2Z LTT20B HOLD DOWN ATTACHMENT DETAIL HTT5 or HDU5 MINIMUM 2 PLY HOLD DOWN SEE PLA STUD ROD = DTT2Z R -D = HTT5 BUILT-UP POST, BUILT-UP POST, SEE PLAN. SEE PLAN. OPTION 1 OPTION 2 FULL HEIGHT TR CONVENTIONA- WHEN 16 GIRDER/ BEAM STRAPPING THIS DETAIL ONLY APPLIES WHEN NOTED 0', PLAN 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. TYPICAL FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWING 5. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME SAN TROPEZ-CLASSIC DESIGN/DRAWN/CHECKED JWA CMJ LAP DATE 07.11.18 SCALE AS NOTED LI'A No. TOLL -18-00722 CONT ROL No. 4544 SHEET S0.] SHEET 2 OF 9 OVERLAP SIDEWALL TOP PLATE ALWAYS PLACE OVERLAP SIDEWALL TOP PLATE HEADER AT CRIPPLE TOP OF ROUGH STUD OPENING GARAGE HEADER GARAGE HEADER, GARAGE HEADER, (2)20ga STRAPS GOAL POST. FASTEN TO STUD ALWAYS PLACE SEE PLAN SEE PLAN HEADER TO JACK- HTT5 w/ HEADER AT PACK WITH 2-ROWS OF 16d THREADED ROD Lou P o n t i g o a n d TOP OF ROUGH RING SHANK NAILS 0 12" O.C. o EPDXIED 12" Associates, Inc. 2)20go STRAPS OPENING EXTEND HEADER TO HEADER TO JACKATTACH GARAGE DOOR THRU FAR SIDE OF WALL 2 2x4 BLOCKING 4-0.131x3" TOE NAILS (2 EA. SIDE) 420 Osceola Avenue UPRIGHT BUCK DIRECTLY INTO (2)2x6 KING STUDSii HTT5 W 2 MSTA24 / STUD PACK, PER GARAGE DOOR ( ) 6x6 POST AS SHOWN. (2)2x6 JACK STUDS 5i�" THREADED ROD SUPPLIER (2)MSTA24 H3 ®EA. 2x4 OUTLOOKER NOTE Jax. beach, Florida 32250 6 6 6 OUTLOOKER AT 24` O.C. PLACE GABLE END TRUSS Ph. 242-0908 Fax. 241-9557 EPDXIED 12" 4'-0"x4'-0" PIECE OF WALL TO THE INT. FACE OF o SHEATING INSTALL AT UPPER ROOF BALLOON FRAMED WALL FL: CA # 8344 SC: CA# 3579 (2)2x6 CORNER 1" BELOW GARAGE HEADER STUD SPACING, SEE SHEATHING AND FASTEN TRUSS TOP HTT5 w/ DETAIL A FRAMING PLAN Qg� A AND BOTTOM CHORDS TO (2)2x STUD CORNER" THREADED ROD JACKS ON EXTERIOR STUD (TRIMED AS SCHEDULE. BALLOON FRAMED WALL EPDXIED 12" ❑D o ? ALWAYS PLACE AND (1) L/� SHOWN) NAILS EACH 5-12d TOE STUDS w/ 2-0.131X3" a a a a a HEADER AT KING. 2x4 BLOCKING AT NAILS AT EA. STUD. TRUSS 48" O.C. BETWEEN � r TOP OF ROUGH P.T. SOLE PLATE FASTEN SHEATING TO HEADER w/ 8d COMMON Q$ GALV. BOX NAILS GABLE AND FIRST .�` PQ OPENING IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING INTERIOR TRUSS. � GARAGE SOLE PLATE TT5 w/ FLOOR ANCHOR "THREADED ROD JACKS AND KING FASTEN GABLE END � CJ ••"""'• STUDS PER PLAN.(STUDS, BLOCKING &SILLS) TYP. PDXIED 12' ,, I TRUSS w/ FULL HT. � J .•''GENS •''•. p � a.. ANCHOR AND HA4 x HTT5 w/ PLATEn A EA. END SOLEANCHOR `� GARAGE ING WALL SECTION 5�" THREADED ROD DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS = NO 331 _ N THICKENED SLAB EDGE _ AT GARAGE OPENING. EPDXIED 12" oo P.T. SOLE 6x6 POST WITH ABU66 A OF — ^ PLATE THICKENED SLAB EDGE AT �w/ 5/8" THREADED ROD " NOTES: EPDXIED 12" MIN. c GARAGE OPENING. ' �,� ' • R`C �r 1. ALWAYS PLACE GAR GE HEADER AT TOP OF ROUGH OPENING. °'' I I F , GARAGE WING WALL ELEVATION " a' •• ° a • o° CONVENTIONAL SWI • 4 '" ANCHOR PER SCHEDULE.411—LL J1 ' NO FULL HEIGHT ANCHOR L U I S A. P o n t i 3 o, P E ' * REQUIRED. FL I1E#53311 2 GARAGE CENTER WALL FRAMING REVISIONS DATE wHEN 1 GARAGE HEADER FRAMING �� 3 GARAGE WING WALL FRAMING LESS THAN 12" 4 BALLOON FRAMED GABLE END OTEO S0.2 OBD SO.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0. S0.2 SPLICE 2x6 x 4'-6" P.T. SYR NO.2 EXPOSED RAFTER TAIL TO EACH ROOF TRUSS 0 24" O.C. PORCH BEAM SUPPORT POST JACK STUD fq JACK STUD IF 4x4 IS SPECIFIED ON PLAN, 2x4 P.T. SYR No.2 AT DOOR USE (2)2x4 SPF#2 SUPPORT. BL 3-12d TOE NAILS. RIP To AT DOOR BLOCKING/CLOSURE FASTEN MIN. (2)2x4 PT SYP #2 24" MAX. IF 6x6 IS SPECIFIED ON PLAN, WALL �`p, DOWN 12 REQUIRED DEPTH USE (3)2x4 SPF#2 SUPPORT. SHEATHING PRE-ENGINEERED FIELD ALTERATION RATED WALL SHEATHING w 12" MIN. WOOD ROOF TRUSSES. ' / 12d COMMON \ CONTRACTOR SHALL CONTACT LOU Ya"x3Y2, 8d 0 6" O.C. EDGE & FIELD. ATTACH PORCH BEAM TO CS18 w/7— 10dx1Y2" PONT GO &ASSOCIATES PRIOR TO PLAN VIEW PLAN VIEW SIMPSON LTT206 WIRE NAILS TAPCON SUPPORT POST w/ (2)HTS20. EACH END 0 48" 1 < / MAKING ANY STRUCTURAL FIELD SCREW RECESSED IN SLAB o 0 4" O.C. \ MODIFICATIONS WHICH MAY VARY w/Y2" THREADED ATTACH SUPPORT POST TO O.C. STRAP CAN BE STAGGERED : ROD EPDXIED 4" SOLE PLATE FOUNDATION WITH HTT4 INSTALLED EITHER FROM THE INTENT OF THE ORIGINAL "J CONSTRUCTION DOCUMENTS. ANY ANCHOR FACE OF STUD GS18 W/7-1 DdXI}z" FIELD ALTERNATIONS MADE PRIOR TO • �y/ 5 Z EACH END 0 48" BEING APPROVED BY LOU PONTIGO 8 /8 "OX6" EMBED EPDXY ROD. U.O.N.If SYP#2 PT SOLE PLATE `t I� NSTALLEDPE THERCAN BE UPLIFT ADDITIONAL ASSOCIATES MAY RESULT IN CONC. CONC. CONNECTOR NSPECTION FEES. SLAB SLAB BOX COLUMN I FACE OF STUD RING OR MAY BE USED IN LIEU OF 4x4 OR 6x6.FLOOR FLOOR 8d 0 3 FLOOR WATER PROOFING AT TRUSSES TRUSSES TRUSSES DOUBLE ELEVATION VIEW BOX COLUMN BY BUILDER ELEVATION VIEW LOWER PORTION OF OR JOIST. OR JOIST. OR JOIST. r TOP PLATE IF PT MATERIAL IS NOT USED. 1'-4" OPTION A OPTION B BEAM SEE I Z STRAPPING PLAN OPTION A OPTION B OVERLAP 1 ' ^ SHEATHING OPTION C—LIU( , U DROPPED BEAM v �„1� 5 FROT ETRY JAB FSTENIN NNMAG 6 BOX COLUMN DETAIL WHEN 7 WALL STRAPPING OVI R BEAM 8 RAFTER TAIL DETIAL LnOTED S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0. OTED S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0. UJ I KING STUD TO TOP PLATE: I V SDWC15600 SCREW.11...." TRUSS BOT. CHORD TO CABLE ACG� RU�� GABLE TRUSS PER w�Bd®OC PLAN LIJ ' j Y 40 0 40 U i' FASTEN "TOP CHORD" STUD TO TOP PLATE: GABLE BRACE TRUSS TO z SDWC15 ®3200 C D.C.__ WALL w/8d ®6" O.C. STUD TO TOP PLATE: STUD TO TOP PLATE: SDWC15600 SCREW. SDWC15600 SCREW. FASTEN GABLE BRACING O 0 32" O.C. ®32" O.C. STUDS TO TOP PLATE STUD TO BOT PLATE: TOP BELOW TRUSS TO WALL w/(10)8d BOT PLATE TO TRUSS SDWC15600 SCREW. EA. END O STUD: Y4"x3Y2" LAG SCREW HEADER T\ W 1-MSTA24 WITH ROUND WASHER AT EACH FLOOR TRUSS SECTION A—A W V l B BOT PLATE TO FRAMING OT PLATE TO FRAMING BELOW CS18® 32" O.C. BELOW CS180 32" O.C.O STUD TO BOT PLATE: 4-12d TOE BOT PLATE TO TRUSS TRUSSES PERPENDICULAR TO WALL ABOVE SDWC15600 SCREW. ROOF NAILS (TYP.) 12x4 SYP#2 OUTLOOKERS 0 Z Y4"x3Yz" LAG SCREW 0 32" O.C. TRUSS 0 24" O.C. Ln WITH ROUND WASHER H3 Q H2.5T HURRICANE CLIP 0 EA. �� W 24' O.C. OUTLOOKER TO TRUSS. W L O lO J U WALL SHEATHING UP TRUSS OR BEAM PARALLEL TO WALL ABOVE GABLE END TRUSS. MEN 9 WALL STRAPPING DETAIL „SEN 10 WALL STRAPPING DETAIL 1ti,,,EN 11 WALL STRAPPING DETAIL OTED SO. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN CITED S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN CITED S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN r GABLE BRACINGTRUSS MIST. TO WALL, SEE ECTION A-A Frl RAMING FROMx3" TOE NAILS F TRUSS DETAILS FROM BOT. CHORD OF TRUSS TO DBL. TOP PLATE TRUSS BOT. CHORD TO GABLE 1 BRACING TRUSS w/8d 0 12" O.C. I� LSTA12 0 48" O.C. OR DBL TOP PLT A RATED ROOF 2x4 a TO GABLE TRUSS BOTTOM CHORD W/ SHEATHING. X-BRACING 12 GABLE END BRACING SHEATHI G OVERLAPS O.C. OMIT IF SHEATHING OVERLAPS GABLE 12" MIN S0.2 NOTES: 1. SPACE GABLE END BRACING 0 4-6MAX. (3O-16d ' " DO NOT SCALE DIMENSIONS FROM 0 EA. I 2. ALL MATERIAL TO BE SYP#2 THESE DRAWINGS IF A DIMENSION IS VERT.L UNCLEAR REFER TO THE 4-16d ARCHITECTURAL DRAWINGS OR (TYP,) CONTACT THE EO.R. 2x4 GABLE GABLE X—BRACING END TRUSS TRUSS PLAN NAML 11 4-16d � SAN TROPEZ-CLASSIC A35 ANGLETYP') DESIGN/DRAWN/CHECKED 0 48" O.C. \-2)4 BLOCKING BETWEEN BLOCKING 0 48" EACH TRUSS OVER O.C. ALIGNED w/ A A A35 ANGLE EARWALL TRUSS JWA CMJ LAP DATE 0 48" O.C. 07.11.18 SHEARWALL WALL _ _ _ _ SCALE DETAIL A SHEATHING �CS18 AS NOTED SHEARWALL SIMPSON LPA No. A. 2x4 BLOCKING BETWEEN TRU SES ALONG H TOLL-18-00722 TOP AND BOT. CHORD, w/ 4-12c TOE NAILS EA. END (TYP) CONTROL No. 1! 14 GABLE BLOCKING 4544 SHEET 13 LATERAL TRUSS X-BRACING OVER SHEARWALL 1,50.2 SD.2 SO.2 SHEET 3 OF 9 Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 01 J GENS rC No 533 1 =_ r OF S Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. 2 Z U� Q� Lu w LLJ U LLj m � 7 J � ~ Q pZa mj Lf) :D J Q J � 0 CD w � Ln m 00 I U FOUNDATION PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME SAN TROPEZ—CLASSIC DESIGN/DRAWN/CHECKED JWA CMJ LAP DATE 07.11.18 SCALE AS NOTED LPA No. TOLL -18-00722 CONTROL No. 4544 SHEET S1.0 SHEET 4 OF g Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 v c NSF c� No 11 4T TE I csS!0 M Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION N M N r, CONTRACTOR SHALL CONTACT LOU PONTIGO e ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO @ ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. FOUNDATION DETAILS DONOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION'S UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME SAN TROPEZ—CLASSIC DCSIGN/DRAWN/CHECKED JWA / CMJ /LAP DATE 07.11.18 SCALE AS NOTED LPA No. TOLL -18-00722 CONTROL No. 4544 SIII:LT S1.01 SHEET 5 OF 9 (2)ROWS OF 16d @ 9" O.C. (2)2x12 PLATES BEAM SEE PLAN DOUBLE PLATE. CRIPPLE STUDS @ 16" O.C. 3-10d TOENAILS 2 -ROWS OF SIMPSON (2)2x12 MINIMUM PLANK 15600 SDWC SCREWS -/ORIENTED HEADER OVER @ 12" O.C. STAGGERED. 01 IFMKIt- -rr-KI V V VL/lJJ VVVI \, I ,1 I LI N TO JACKS EACH EACH END HEADER SECTION w/(1)A35 (3)2x6 SPF#2 POST. SW: 3/6 (3)2x10-1/2 STRAP HEADER PER 7/S0.1 N I 00 X N N tj FASTEN TOP OF WALL PER DETAIL 13/S0.2. (2)2x8-1 /1 OSB WALL SHEATHING. T X N N F� (3)2x6 I SPF#2 POST. I I >) o, m VA I (3)2x6 SPF#2 POST. N ALL EXTERIOR WALL 42" O.C. UNLESS OTHER NOTED I SHEARWALLS 24" O.C. (SW 8d@3"/6") 8d ® j DESIGNATES 8d COMMONS N Tf 00 SEE NOTE 2 DESIGNATES THE HEADER SIZE. NUMBER (2)2x8-1/2 OF PSUPPORTAHE/DERG STUDS NEEDED ---- N 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/SO.1 DIAMETER THREADED 0A307 ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 CV �``J�j��`-') ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 - SIMPSON HTT5 SEE DETAIL 15/SO.1 • SIMPSON DTT2Z SEE DETAIL 15/SO.1 SIMPSON LTT20B SEE DETAIL 15/SO.1 WALL STUD SCHEDULE LOCATION PLATE STUD SIZE STRAP HEADER PER 7/S0.1 (3)2x10-1 /2 (3) _x12 (2)PLY 11.'5" LVL -2/2 (2)x6 POST OPEN TO ABOVE FRONT ENTRY JAMB FASTENING PER DETAIL 5/SO.2. (2)2x8-1 /1 SW: 3/64 1 2x8 STUD WALL (TOP PLATE @ 10'-0") TOP PLATE TO BE CONT. (NO BREAKS IN TOP PLATE) OVERLAP 2x6 PLATES AT CORfF@ /1/4"=0" (2)2x8-1 /1 SHEARWALL NOTE: SW: 3/6 (3)2x6 SPF#2 POST. X N N a LD X N N (2)2x8-1 3 Y2%7" PSL POST w/ 2x4 SCABBED EA SIDE (2)2x6-1/1 ® [L- X(4)2x6 I 00SPF#2 (4 N OST. SrF#2)2x 1 P I ;3)2x6 SPF#2 POST. (2)2x8-1 /1 SW: 3/6 6x6 P.T. SYP#2 POST w/ABU66. SEE DETAIL 2/S0.1. (TYPICAL) SW: 3/6 DESIGNATES SHEARWALL NAILING 8d @ 3" EDGE AND 6" "FIELD" SOLE PL TE ANCHORS - SEE SCHEDULE ON ON DETA L 3/S0.0 FIRST FLOOR FRAMING PLAN SW: 3/6 SW: 3/6 (2)2x12-2/2 STRAP HEADER PER 7/S0.1 wI OI QI N I O 0 LL. LL I) I I STRAP HEADER PER 7/S0.1 a I FASTEN TOP OF WALL I PER DETAIL 13/S0.2. I 0 OSB WALL SHEATHING. wl > O --- Q�-1 0 �I I I TRUSS T02 ABO (2)2x6-1/1 (2)2x6-1/1 (2)2x6-1/1 SOLE PLATE ANCHOR SPACING SCHD ALL EXTERIOR WALL 42" O.C. UNLESS OTHER NOTED LINE DESIGNATES SIDE OF WALL THE SHEARWALLS 24" O.C. (SW 8d@3"/6") 8d ® j DESIGNATES 8d COMMONS I SOLE PLT 0 # L WHEN NOTED ON PLAN SEE NOTE 2 1. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.0 2. ANCHOR SPACING SHALL BE AS NOTED. FOR EXAMPLE - SOLE PLT @ 36" = 36" ON -CENTER SPACING w Q N I Lv = N W x CD N 0 0 I W o w = i' N W x (� N Q CD , `HB SEE DETAIL 1 /SO.2. SIM. TRELLIS BY BUILDER I�SEE DETAIL J 2/S0.2. TRELLIS BY BUILDER SEE DETAIL - � 1 /S0.2. HB J T IVIOULJ LLULINU DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW: 3/6 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 PSUPPORTAHE/DERG STUDS NEEDED ---- 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/SO.1 DIAMETER THREADED 0A307 ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 /C�j� A307 DIAMETER THREADED �``J�j��`-') ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 - SIMPSON HTT5 SEE DETAIL 15/SO.1 • SIMPSON DTT2Z SEE DETAIL 15/SO.1 SIMPSON LTT20B SEE DETAIL 15/SO.1 WALL STUD SCHEDULE LOCATION PLATE STUD SIZE HEIGHT & SPACING EXTERIOR W-1" 2x4 SPF#2 ® 16" O.C. MAX EXTERIOR 10'-1 2x6 SPF#2 ® 16" O.C. 2 MAX 2x4 SPF#2 ® 12" O.C. EXTERIOR 10'-1 TO 14'-0" 2x6 SPF#2 0 16" O.C. INTERIOR I MAX 2x4 SPF#2 ® 16" O.C. INTERIOR 12'-0" 2x6 SPF#2 ® 16" O.C. 2 MAX 2x4 SPF#2 ® 12" O.C. STUD NOTES! 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS ® 16" O.C. MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT SHEARWALLS COMBINED USE PANEL NOTES 1. EXTERIOR WALL SHEATHING SHALL BE CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING SPLICE LOCATIONS FOR MULTI STORY CONDITIONS 2. SEE SHEET SO.0 FOR WALL SHEATHING SPECIFICATIONS. 3. UPPER MOST TOP PLATE SUPPORTING ROOF MEMBERS SHALL BE STRAPPED AS SHOWN IN DETAIL 1/SO.0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.0 GENERAL NOTES 1. SEE DETAIL 2/SO.0 FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 6/SO.O 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.0 5. AT SHEARWALLS, PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 5/SO.1 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING AND HOLD DOWNS CS18 STRAPPING DETAIL CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/9 -10d. I 0 WALL FRAMING w Z ow r J NO NAILS REQUIRED FLOOR IN CLEAR SPAN TRUSSES OR JOIST. 0 w WALL FRAMING z ow CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 , P:. P OPVTS°'�.,,, ",/ Vic F Cp N 11 TE OF NAI�-�4 Luis A. Pontigo, PE FL PE#53311 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 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. 2 z U� Q 'n w w mC] J U LLJ ~ Q pZa J Q J � 0 0 ~ Ln In 00 FIRST FLOOR FRAMING PLAN L-A ALE DIMENSIONS FROMINGS. IF A DIMENSION ISAR REFER TO THE TURAL DRAWINGS ORTACT THE E.O.R. PLAN NAME SAN TROPEZ-CLASSIC DESIGN/DRAWN/CHLCKED JWA / CMJ /LAP DATE 07.11.18 SCALE AS NOTED LPA No. TOLL -18-00722 CONTROL No. 4544 SHEET S1.1 SHEET 6 OF 9 LATERAL JX -BRACE PEH 13/SO.2 F- HTS16 14 14 1 1 1�r=1F 2 SO.1 8 SO.2 e TS16I 5 So.O H H T24 THDH48 (2)HTS16 on Product Qty THDH48 F02 �(N00 F02 THDH48 F02 z~OLL_ 11 THDH48 F02 O BELOW TRUSS TOP PLATE TO THDH48 F02 J Q Q Q Truss to Top Plate similar THDH48 F02 F04 0o w THDH48 F02 SDWC15600 TOP PLATE TO J 0 Y THDH48 F02 2. Reference detail 4 for installation instructions. LJ Lj THDH48 F02 F05 QN J� Of THDH48 F02 Note: Reference detail 2a for installation angle limit SDWC INSTALLATION THDH48 F02 STUD NOT DIRECTL LO 0 THDH48 F02 F02 on Product Qty co _ 0o 90 _ _ OQ ___._ fl � � LL LL LL �(N00 F02 _J 1 1 z~OLL_ 11 0 LJ in �0...._< ......._. _.... O BELOW TRUSS TOP PLATE TO Lj TRUSS TIE DOWN WITH SIMPSON SDWC J Q Q Q Truss to Top Plate similar 3: a- 10' 0' F04 0o w BELOW TRUSS w oz SDWC15600 TOP PLATE TO J 0 Y FG01 :D> J w 2. Reference detail 4 for installation instructions. LJ Lj s s w J > Q F05 QN J� Of BELOW TRUSS SDWC15600 Note: Reference detail 2a for installation angle limit SDWC INSTALLATION 1=n1; LL_ PORCH CEILING SHEATHING AT BOTTOM CHORD OF TRUSS SEE 2/S0.1. 2 SOA Key > Products Product Qty co _ 0o 90 _ _ OQ ___._ fl � � LL LL LL CN _ L— � LL 1 I I I I I I 1 20-01-10 1-1/8" x 16" BC RIM BOARD OSB 1 2 14-04-02 1-1/8" x 16" BC RIM BOARD OSB 1 1 1 USP 11 10 O BELOW TRUSS TOP PLATE TO OSB BLOCKING PER DETAIL 5E/S0.1 SHEATH WALL THRU LOWER ROOF TO GIRDER BELOW. 3)HTS16 5.3 (2)HTS16 III L (2)HTS16 (2)HTS16 II 11 0 H TS16 2x6 BLOCKING FASTENED EA END A34 BELCW 8 S0.2 (2)HTS16 (2)HTS16 I EJ TS16~� 16 W/ , CS18 ABOVE (TYP.) VO I - SHEATH WALL THRU 2x8 BLOCKING FASTENED EA. END w/A34 BELOW CS18 ABOVE (TYP.) ' I � r` ti r` (3)HTS16� I 8 S0.2 PORCH CEILING SHEATHING AT BOTTOM CHORD OF TRUSS SEE 2/S0.1. 0 8 SO.2 LATERAL X -BRACING PER DETAIL 13/SO.2 I I I Products Product Qty USP IotID Length Product Plies Net Qty ROOF BELOW. 1 20-01-10 1-1/8" x 16" BC RIM BOARD OSB 1 2 14-04-02 1-1/8" x 16" BC RIM BOARD OSB 1 1 1 (3)HTS16� I 8 S0.2 PORCH CEILING SHEATHING AT BOTTOM CHORD OF TRUSS SEE 2/S0.1. 0 8 SO.2 LATERAL X -BRACING PER DETAIL 13/SO.2 I I I 711z_ Product Qty USP LOWER GIRDER USP ROOF BELOW. TO THD26 8 USP 11 10 STUD DIRECTLY BELOW TRUSS TOP PLATE TO I TRUSS TIE DOWN WITH SIMPSON SDWC Rafter to Top Plate shown Truss to Top Plate similar Optimal 22V 10' 0' 30' STUD DIRECTLY BELOW TRUSS Y"Max SDWC15600 TOP PLATE TO S0.1 I a 12:12 pitch and must be "birdsmouth" cut. 2. Reference detail 4 for installation instructions. SIMPSON SDWC INSTALLATION RANGE s s STUD NOT DIRECTL BELOW TRUSS SDWC15600 Note: Reference detail 2a for installation angle limit SDWC INSTALLATION Rafter to Top Plate shown (Truss to Top Plate similar) STUD NOT DIRECTL LO 0 ®Do not install SDWC in hatched area SDWC15600 CONTRACTOR SHALL CONTACT LOU Overhang 1 1/2" MIN 2" MAX SDWC INSTALLATION RANGE Rafter or Truss 74'" minimum edge distance for full values (with or Splice may be in upper or I-_ splice) V03 splice Offset J BELOW TRUSS SDWC AT TOP PLATE SPLICE ASSOCIATES MAY RESULT IN C0 C0 INSPECTION FEES. �Y Xl_ V\ M F- � � F_ � I I Vol N N N N N N , V01 N N N (2)HTS16 Z B R TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES - T02 -- Floor Truss Connector List Manuf Product Qty USP THD46 1 USP THDH48 13 FLOOR AND ROOF TRUSS PLACEMENT PLAN SCALE: 1/4" = 1'-0" TuT 2x4 BLOCKING © 48" 0. C. ALIGNED w/TRUSS. SEE DETAIL 14/SO.2. Roof Truss Connector List Manuf Product Qty USP JUS24 8 USP THD28-2 1 USP THD26 8 USP THD26-2 1 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH 2-12D TOENAILS & 1-SIMPSON SDWC15600 SCREW UNLESS OTHERWISE NOTED SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET S0.0. 4. WHEN USING (2)H2.5T CLIPS ON 1'/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. TRUSS FASTENING DETAILS N �zc STUD DIRECTLY BELOW TRUSS TOP PLATE TO SDWC156)0 STUD SDWC15600 TRUSS TIE DOWN WITH SIMPSON SDWC Rafter to Top Plate shown Truss to Top Plate similar Optimal 22V 10' 0' 30' STUD DIRECTLY BELOW TRUSS Y"Max SDWC15600 TOP PLATE TO STUD SDWC15600 Note: 1. Sloped—roof rafters may be sloped up to and including a 12:12 pitch and must be "birdsmouth" cut. 2. Reference detail 4 for installation instructions. SIMPSON SDWC INSTALLATION RANGE s s STUD NOT DIRECTL BELOW TRUSS SDWC15600 Note: Reference detail 2a for installation angle limit SDWC INSTALLATION Rafter to Top Plate shown (Truss to Top Plate similar) STUD NOT DIRECTL BELOW TRUSS ®Do not install SDWC in hatched area SDWC15600 CONTRACTOR SHALL CONTACT LOU Overhang 1 1/2" MIN 2" MAX SDWC INSTALLATION RANGE Rafter or Truss 74'" minimum edge distance for full values (with or Splice may be in upper or without a plate lower plate splice) Y.' from top plate splice Offset for full values STUD NOT DIRECTLY BELOW TRUSS SDWC AT TOP PLATE SPLICE Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 , 1111,,,T ` '0,01111111111 ' v CEN'F o M No 11 N zt Ti TE OF Luis A. Pontigo, PE FL PE#53311 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 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. 2 Z U LD Q 'n nIW U m O J 7 Z � ~ Q 0Z m�D J Q � J w 0 0 ~ U m 04 FLOOR AND ROOF TRUSS PLACEMENT PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE EO.R. PLAN NAME: SAN TROPEZ—CLASSIC DESIGN/DRAWN/CHECKED JWA CMJ LAP DATE 07.11.18 SCALE AS NOTED LPA No. TOLL -18-00722 CONTROL No. 4544 SHEET S1.2 SHEET 7 OF 9 N O Cn J Q W Elw O J LL] m O J Q z W co Q LL - O N ~ O J 0 J Q � J a- Q Q ~ O-� LLI I--- p (n Elf >-W J a- 0 LLJ �m Z W� Z � O U � CG O O O0 Z_ p 0' Lb O Q m W `- m U p o�Q Q 3 O I J H- O Q X Z < Z [ij O U cn E o W WXI- W N SHEATH WALL CONT. THRU LOW ROOF TO 2ND LEVEL BOTTOM PLATE. 00Fn (2)2x6-1 /2 (2)2x6-1 /1 11 , CS18 @ BOTTOM OF STUD 4 WHERE NOTED. SEE DETAIL 50.1 AT BOTTOM RIGHT OF PAGE. OPEN TO BELOW PROVIDE MIN. (2)INTERMEDIATE JACK STUDS. FASTEN TOP AND BOTTOMW w/ SDWC15600 (n ((3)2x6-1/2) 00 U (n N (2)2x6-1 (2)2x8-1/2 (2)2x6 SPF#2 POST. STRAP TO > 1 BELOW w/ (2)CS18. 01 m Q CI �I �I I (2)2x6 SPF#2 1 POST. STRAP TO BELOW w/ (2)CS18.� SW: 3/6 FASTEN WALL TO BELOW PER DETAIL 11/S0.2. SECOND FLOOR FRAMING PLAN SCALE: 1/4" = l'-0" 4 S0.1 L N.I 1 a - Q (n STRAP WALL TO BELOW PER DETAIL 11/S0.2 STRAP WALL TO BELOW W o PER DETAIL 11/S0.2 mV) O� J J Q F - Q LLI � O Q W H - SHEATH CONT. THRU LOW ROOF GIRDER N O I SW 3&_4 \ I � J 3" O.C. EDGE & 6" O.C. "IN THE Q X IN W 1 � � I � I LAJ I ---- I � I O I J THREADED ROD, SEE DETAIL 12/SO.1 Lij I m I 0 I _ � I� TOP PLATE, SEE DETAIL 12/SO.1 IJ (95 ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 N N.I 1 a - Q (n STRAP WALL TO BELOW PER DETAIL 11/S0.2 STRAP WALL TO BELOW W o PER DETAIL 11/S0.2 mV) O� J J Q F - Q LLI � O Q W H - SHEATH CONT. THRU LOW ROOF GIRDER Lvu rUIILI8o an0 Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 Ionia p0N .� JCC P; ....... v ��G E Ns� •. C� =; a jNo. 11 N T OF 00 ' ,'FSS'ONAL Luis A. PontiSo, PE FL PE#53311 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 & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. T z U 0 QLn w w m 0 J LLJ U Lu T z � ~ Q pZa m�LJ J Q J � O CD W ~ In m 00 I U SECOND FLOOR FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION'S UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME SAN TROPEZ-CLASSIC )ESIGN/DRAWN/CHECKED JWA CMJ LAP DATE 07.11.18 SCALE AS NOTED LPA No. TOLL -18-00722 CONTROL No. 4544 SHEET S1.3 INI,SHEET 8 OF g J Y MbULS LLbtNU -�` DESIGNATES SHEARWALL. THE HIDDEN SW 3&_4 LINE DESIGNATES SIDE OF WALL ME SHEARWALL SHEATHING TO BE APPLIED. 8d 0 j DESIGNATES 8d COMMONS 0 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. ---- BEAM OR TRUSS, SEE PLAN ANCHOR LEGEND X %" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 X5 3fi A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR ® TOP PLATE, SEE DETAIL 12/SO.1 A307 DIAMETER THREADED (95 ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 SIMPSON HTT5 SEE DETAIL 15/SO.1 A • SIMPSON DTT2Z SEE DETAIL 15/SO.1 SIMPSON LTT206 SEE DETAIL 15/S0.1 WALL STUD SCHEDULE LOCATION PLATE STUD SIZE HEIGHT & SPACING EXTERIOR 9,-1. 2x4 SPF#2 0 16" O.C. MAX EXTERIOR 10'-1 2x6 SPF#2 0 16" O.C. or MAX 2x4 SPF#2 0 12" O.C. EXTERIOR 10'-1 TO 14'-0" 2x6 SPF#2 ®16" O.C. INTERIOR 10'-0" MAX 2x4 Sp® 16" O.C. INTERIOR 12'-0" 2x6 SPF#2 ® 16" O.C. or MAX 2x4 SPF#2 0 12" O.C. SILO NOTES! 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. MINIMUM. SEE 3/SO.0 FOR ADDITIONAL ANCHORS AT SHEARWALLS COMBINED USE PANEL NOTES 1. EXTERIOR WALL SHEATHING SHALL BE CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING SPLICE LOCATIONS FOR MULTI STORY CONDITIONS 2. SEE SHEET SO.0 FOR WALL SHEATHING SPECIFICATIONS. 3. UPPER MOST TOP PLATE SUPPORTING ROOF MEMBERS SHALL BE STRAPPED AS SHOWN IN DETAIL 1/SO.0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.0 GENERAL NOTES 1. SEE DETAIL 2/SO.0 FOR WALL FRAMING DETAIL, SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 6/SO.0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.O 5. AT SHEARWALLS, PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 5/SO.1 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING AND HOLD DOWNS CS18 STRAPPING DETAIL CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END W/ 9-10d. 0 WALL FRAMING w Z ow J 1 NO NAILS REQUIRED FLOOR IN CLEAR SPAN TRUSSES OR JOIST. Z WALL FRAMING O J CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END W/ 9-10d. Lvu rUIILI8o an0 Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 Ionia p0N .� JCC P; ....... v ��G E Ns� •. C� =; a jNo. 11 N T OF 00 ' ,'FSS'ONAL Luis A. PontiSo, PE FL PE#53311 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 & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. T z U 0 QLn w w m 0 J LLJ U Lu T z � ~ Q pZa m�LJ J Q J � O CD W ~ In m 00 I U SECOND FLOOR FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION'S UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME SAN TROPEZ-CLASSIC )ESIGN/DRAWN/CHECKED JWA CMJ LAP DATE 07.11.18 SCALE AS NOTED LPA No. TOLL -18-00722 CONTROL No. 4544 SHEET S1.3 INI,SHEET 8 OF g 2x4 BLOCKING. FASTEN EACH END w/3 -10d TOENAILS. SHEATHING TO BLOCKING W/ 8d COMMONS @ 3" O.C. (6) 1 O 2X4 T -BRACE. ONLY REQUIRED FOR BRACE LENGTHS > 8'-0". FASTEN w/10d COMMONS @ 6" ON -CENTER OUTLOOKER TO TRUSS W/ H2.5T 4-12d TOE NAILS (TYP.) 2x6 ANGLE -BRACE 2x4x6' SYP#2 LATERAL BRACE EA. X—BRACE w/ 2-16d INTO BOTTOM CHORD OF EA. TRUSS. GABLE END BRACING 2x4 SYP#2 OUTLOOKERS @ 24" 0. C. WALL SHEATHING UP GABLE END TRUSS. TRUSS—TO—TRUSS CONNECTION BY DELEGATED TRUSS ENGINEER 2x4x24" BLOCKING. FASTEN EACH END WITH 4-10d TOENAILS TRUSS TO DBL TOP PLT W/ =- (2)H2.5T (6)1 Od STRAP B ---------------- OCKING / CS18 S1.4 NOTES: 1. SPACE GABLE END BRACING @ 4'-6" MAX. 2. ALL MATERIAL TO BE SYP#2 ROOF TRUSS PLACEMENT PLAN SCALE: 1/4" = 1'-0" _E END �E GEB01 12/SO.2 AFTER NOTES: STRAPPING NOTES ES AND ROOF RAFTERS TO BEARING -OENAILS & 1-SIMPSON SDWC15600 S OTHERWISE NOTED Lou Fontigo and Associates. Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 I'h.242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 Luis A. Pontigo, PE FL PE#53311 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 E ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. 2 z U L7 Q w � m O LLJ U J T Lj � ~ Q pZa m�LLJ J Q 0 J � O � Ln m 00 I U ROOF TRUSS PLACEMENT PLAN L T SCALE DIMENSIONS JFROMDRAWINGS. IF A DIMENNCLEAR REFER TO THE ITECTURAL DRAWING CONTACT THE E.O.R. PLAN NAME SAN TROPEZ—CLASSIC DESIGN/DRAWN/CHECKED JWA / CMJ/LAP DATE 07.11.18 SCALE AS NOTED LPA No. TOLL -18-00722 CONTROL No. 4544 SHEET SIA SHEET 9 OF 9 3 T IVI[DULD Lr-ULINU HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES• 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.O. 4. WHEN USING (2)H2.5T CLIPS ON 1'/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. TRUSS FASTENING DETAILS UD DIRECTLY KLOW TRUSS TOP PLATE TO SDWC10000 STUD SDWC15600 TRUSS TIE DOWN WITH SIMPSON SDWC Rafter to Top Plate shown Truss to Top Plate similar Optimal 22) ' 10• 0' 30' STUD DIRECTLY BELOW TRUSS "Max SDWC15600 TOP PLATE TO STUD SDWC15600 Note: 1. Sloped—roof rafters may be sloped up to and including a 12:12 pitch and must be "birdsmouth" cut. 2. Reference detail 4 for installation instructions. SIMPSON SDWC INSTALLATION RANGE i'ti STUD NOT DIRECTL BELOW TRUSS SDWC15600 Note: Reference detail 2a for installation angle limit SDWC INSTALLATION Rafter to Top Plate shown (Truss to Top Plate similar) mox STUD NOT DIRECTL BELOW TRUSS ®Do not install SDWC in hatched area SDWC15600 �Oerh,,g1 1/2" MIN 2" MAX SDWC INSTALLATION RANGE Rafter or Truss Y2"" minimum edge distance for full values (with or Splice may be in upper or without a plate lower plate splice) Y." from top plate , f splice Offset for full values STUD NOT DIRECTL STUD TRUSS 11 SDWC AT TOP PLATE SPLICE Lou Fontigo and Associates. Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 I'h.242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 Luis A. Pontigo, PE FL PE#53311 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 E ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. 2 z U L7 Q w � m O LLJ U J T Lj � ~ Q pZa m�LLJ J Q 0 J � O � Ln m 00 I U ROOF TRUSS PLACEMENT PLAN L T SCALE DIMENSIONS JFROMDRAWINGS. IF A DIMENNCLEAR REFER TO THE ITECTURAL DRAWING CONTACT THE E.O.R. PLAN NAME SAN TROPEZ—CLASSIC DESIGN/DRAWN/CHECKED JWA / CMJ/LAP DATE 07.11.18 SCALE AS NOTED LPA No. TOLL -18-00722 CONTROL No. 4544 SHEET SIA SHEET 9 OF 9