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611 TIMBER BRIDGE LN - NEW HOME STRU. DWG'SDESIGN SPECIFICATION DESIGN CODE: TRIBUTARY AREA (sf) 2017 FLORIDA BUILDING CODE - RESIDENTIAL EDGE STRIP (PSF): DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. 10 DESIGN LOADS: ACTUAL AND UNIFORM +25.6 -34.2 ROOF FLOOR ROOF LOADING (cd=1.25) (cd=1.00) TOP CHORD LIVE LOAD 20 psf 40 psf TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf TR D LOAD 10 sf COMPONENTS & CLADDING ALLOWABLE DESIGN PRESSURES TRIBUTARY AREA (sf) INTERICR EDGE STRIP (PSF): ZONE (P F) a' = 4'-6" 10 +25.6 27.7 +25.6 -34.2 50 +22.9 25.0 +22.9 -28.8 100 77 +21.8 23.9 +21.8 -26.6 GARAGE DOOR PRESSURES PSF 1 CAR CONNECTORS GARAGE +22.9 DOOR USP A35 (8'x7') _28 8 2 CAR USP RT7 GARAGE +21.8 DOOR -23.9 (16'x7') 650 OP CHORD DEA 20 psf (TILE SHINGLES) P BOTTOM CHORD LIVE LOAD 10 psf 0 psf BOTTOM CHORD DEAD LOAD 5 psf 5 psf DEFLECTION CRITERIA: ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/240 FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 0.75" MAX ANY CASE USP CONNECTORS CONNECTOR UPLIFT SYP SPF FASTENERS USP A35 450 450 (9)1 dx1'/2" USP RT7 585 495 (5)8d EA. END USP RT8A 775 650 (5)10dx1'/2" EA. END USP MTW12 1195 860 (7)10dx11/2" EA. END USP HTW20 1450 1245 (12'10dx1'/2" EA. END 600 520 5-8d EA. END HTS16 OP CHORD DEA 20 psf (TILE SHINGLES) P BOTTOM CHORD LIVE LOAD 10 psf 0 psf BOTTOM CHORD DEAD LOAD 5 psf 5 psf DEFLECTION CRITERIA: ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/240 FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 0.75" MAX ANY CASE THE VALUES ABOVE A E ALLOWABLE WIND PRESSURE VALUES (ASD). THE ABOVE WIND PRESSURESHAVE BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE STRES DESIGN METHODOLOGY. NO FURTHER REDUCTION SHALL BE PERMITTED COMPONENT & CLADDI G WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. LINEAR INTERPOLATION IS PERMISSIBLE. PLUS = PRESSURE AND MINUS = SUCTION. DESIGN OF WINDOWS / D ORS FASTENING TO THE WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER &SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. 4i:* i -- --? a a DENOTES EDGE STRIP. r-- SEE C & C CHART ° I ABOVE FOR 'a' DIMENSION L-- -11 I 0 1 I o �-- --� ' USP MSTA24 1640 1455 (9)10d EA. END USP MSTA36 2065 2065 (13)10d EA. END USP LTS206 1105 1105 /2"4 ROD TO FTG. USP JUS28 1305 1305 (6)tOd TO HEADER USP HTT16 4290 4290 5/8"0 ROD TO FTG. USP HTT22 5370 5370 5/6"0 ROD TO FTG. WIND LOADING: ASCE 7-10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED BY 0.75 WHEN COMBINED w/ DEAD LOAD. BASIC WIND SPEED (ASCE 7-10) - - - - - - - - - - 130 MPH IMPORTANCE FACTOR --------------- 1.00 MEAN ROOF HEIGHT ---------------- 15.0 FT ROOF PITCH ------------------- 6/12 BUILDING CATEGORY - - - - - - - - - - - - - - - - II EXPOSURE CATEGORY - - - - - - - - - - - - - - - C ENCLOSURE CLASSIFICATION - - - - - - - - - - - -ENCLOSED INTERNAL PRESSURE COEFFICIENT - - - - - - - - - - t .18 USP PAU44 2535 5/8 "� w ROD 12 16d / ( ) USP PAU66 2535 5/8"0 ROD w/ (12)16d USP MSTAM24 1545 1455 (5)1/4"x2-1/4 TAPCONS SIMPSON CONI�IECTORS CONNECTOR UPLIFT FASTENERS SYP SPF A35 450 450 12-8dx1, /2" H2.5T 600 520 5-8d EA. END HTS16 1150 1085 16-10d EA. END MTS12 1000 860 7-10 9x1'/2" EA. END HTS20 1450 1245 24-10dx1'/2" EA. END MATERIAL SPECIFICATIONS M T 4 S A2 17 65 1 270 - 9 1 EA. Od END MSTA36 2050 1870 13-1 d EA. END HARDWARE AND ANCHORS: ANCHOR BOLTS & THREADED ROD SHALL BE IN ACCORDANCE WITH HTT4 3480 3080 18-16d TO TRUSS/BEAM '�a ASTM A 307 OR ASTM F 1554 GRADE 36. [NOT ACTUAL PLAN] o'� 23/32" T&G OSI3 OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON @ 6" O.C. EDGE & FIELD MINIMUM END FASTENER EACH END ROOF SHEATHING SPECIFICATIONS: 1-5/e"0 ROD TO FTG. E OF SERVICE HTT5 5250 4670 32-1 d TO TRUSS/BEAM WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B).SCO NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO 1-5/8"0 R00 TO FTG. - MEANS AND ME�ODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE LUS28 930 780 6-10d TO HEADER EXTERIOR SHALL BE GALVANIZED. RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR 4-10d TO JOIST DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" LARGER THAN REBAR SIX AND '/e" LARGER THAN THREADED ROD SIZE. (U.0.N.) ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): EPDXY: ITW RED HEAD A7LIMITS FOR CONSTRUCTION MEAN3, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORN ING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT TH WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. OF S INEERING DESIGN NSIBILITIES: HU410 905 785 14-1 d TO HEADER 6-16d TO JOIST ABU44 2200 N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL 5/6"O ROD EPDXIED 6" MIN ABU66 2300 5/6"0 ROD EPDXIED 6" MIN SET N/A N/A SIMPSON EPDXY-TIE REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER THE ITEMS SPECIFICALLY ESIGNED BY THE STRUCTURAL ENGINEER ARE LIMITED TO THE FOLLOWIN : CONTINUOUS LOAD PATH FOR WIND UPLIFT, WOOD PANEL SHEARWALL WALL FRAMING AND REQUIRED SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED LTT20B 1675 1675 10-16d TO STUDBEAM P / / OST 1-'/2"0 ROD TO FTG. SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi PRE-ENGINEERED WOOD F-OOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED TRUSS -TO -TRUSS CONNECTION, AND ANY LSTA12 805 1695 10-1 )d 1 CS16 1705 11705 SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL 13-8d PAST BLOCKING- WINDOW ARCHITECTURAL, MECHANI AL OR ELECTRICAL SYSTEM. GENERAL NOTES( & 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 I 23/32" T&G OSI3 OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON @ 6" O.C. EDGE & FIELD MINIMUM END FASTENER EACH END ROOF SHEATHING SPECIFICATIONS: (4)12d TOE NAILS SHIN - MIN. '/ie ". 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RINGS ANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" D.0 WITHIN 4'-0" OF ROOF EDGE). TSE - 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 I4'-0" OF ROOF EDGE). WALL SHEATHING SPECIFICATIONS: ;1 SEE 5/SO.C. FLEXIBLE FINISH -MIN. '/,6" 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTE JED w/ 8d @ 4" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARD( PANEL &BRICK. ALL 0TH R WALL SHALL BE CONSI�;F_RED BRITTLE FINISH. STUCCO FINISH. -MIN. 7&", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FAST NED 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 % PLACE AT AN 8" TO 11" SLUMF '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. HEADER CONCRETE MASONRY UNITS (CMU): EA. END TYPICAL. CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRAD 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 0 COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0". 2x SPF BLOCKING MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRA E N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING (BONDS, STACK BOND SHALL NOT BE USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT WITH - #4 @ 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". CLAY MASONRY (BRICK): BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. CONCRETE SPECIFICATIONSFICATIONS: ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCT IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3JOID 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 FOUNDATIONS 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 RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. PAST BLOCKING- WINDOW 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 FOOTIN 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 @481. O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS B INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCNG, 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 VITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTEFINATIVE 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 U ED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, AL h 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 PROFIL S 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 Tf USS. 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 COVER NG 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 ATM E1514 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOF 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 CONNECTION MEMBER FASTENERINTERIOR TYPE LINTEL DIME SION MIN. BRG. MAX. SPAN LOAD BEARING WALL ® Z BUILT-UP POST IN THE WALL TOP PLATE TO TOP PLATE FACE NAIL 2 -GUN NAILS @ 12" STAG. L3'/2 x31/2 V. 4" 6'-0 JACK AND GABLE X -BRACE, SEE DETAIL 10/50.1 DESIGNATES SHEARWALL. (2)2X8-1/2 HEADER SIZE, JACK AND TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3 -GUN NAILS L4x3'/2"x' 6" 8'-0" DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3 -GUN NAILS THE KING STUD QUANTITY. HIDDEN LINE DESIGNATES SIDE OF _ TAPPS HEA RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6") GUN NAIL @ 6" L6x3'/2 "x' 6" 120'-0" ED.RBdALL ® 3/BATHING . �0 BEALL SW 3 /6 CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5 -GUN NAILS DESIGNATES 8d COMMONS 0 3" O.C. EDGE & 6" O.C. "IN THE L7x3'/2 "x' " ' " 616-O CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4 -GUN NAILS FIELD" 1. STEEL LINTELS TO LINTEL MUST HAVE CORROSION RESISTANT COATING BE MINIMAL 36" F EPDXY BASED BRICK =_ ~VENEER CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8 -GUN NAILS ADJ - ADJACENT 1_6 - Long JOIST TRUSS TO PLATE TOE NAIL (2-16d 3 -GUN NAILS TRUSS JOIST/ PAINT. SCHEDULE FOR WEATHER BM - BEAM MANUF - Manufacture BOT - BOTTOM MONO - Monolithic RAFTER TO PLATE TOE NAIL (3-8d) 3 -GUN NAILS 2. LINTEL MORE THAN 8'-0". SHOULD 1 BARRIER �____� BRG - BEARING 0 - On Center JACK RAFTER TO HIP TOE NAIL (3-10d) 4 -GUN NAILS BE LATERALLY SUPPORTED EXCEED 6 FT. O.C. SCREWS INTO HEADERPROVIDE VERTICAL SLOTTED HOLE NOT TO � 2-/,, x3" WD. A 1/2" FOR SCREW. I l i== t I==� LINTEL I ATTACHMENT SEF NOTE 2 CMU - CONCRETE MASONRY UNIT 0 "B - Oriented Strand Board DBL -DOUBLE P ,RP -Perpendicular DIA - DIAMETER PRE ENG - Pre Engineered EA - EACH PSF - Pounds per Square Foot EE - EACH END PSI - Pounds per Square Inch ROOF RAFTER TI-) 2x- RIDGE BM. TOE NAIL (2-16d) 3 -GUN NAILS CONT. HEADER, !WO PIECES FACE NAIL 16d0 16" O.C. @EDGE CONT. HEADER 10 STUD TOE NAIL (3-16d) 4 -GUN NAILS 3. BRICK VENEER AT ACHMENT: I J EOR - ENGINEER OF RECORD P - PRESSURE TREATED EQ - EQUAL Q - Quick Tie STUD TO SOLE PLATE TOE NAIL (3-16d) 4 -GUN NAILS AT TWO STORY CONDITIONS, HORIZONTAL TIES @ TIES @ 12" O.C.. (FO WIND -ZONE VERT. Tl 4" O.C., VERT. 130mph S @ 16" O.C.). } HEADER,] LFLA` HING SEE PLAN [BRICK LINTEL, EXT - EXTERIOR R .INF - Reinforce FBC - FLORIDA BUILDING CODE SF' - Square Foot FDN - FOUNDATION SPF -Spruce Pine Fur FT - FOOT Sj'P - Southern Yellow Pine SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d @ 16") GUN NAIL @ 8" NAIL SPECIFICATIONS 3"x0.131"0 = GUN NAILS 2"x0.113"0 = RINK SHANK AT ALL OPENINGS SPACE 12" OF OPENINGS. P TIES WITHIN OVIDE3/�6"0 WEEP SEE SCHEDULE FTG -FOOTING T IRU - Through 2"x0.113"0 = 6d 21/ "x0.131"O = 8d z HOLES @ 33" O.C. I EDIATELY ABOVE SECTION VIEW HDR - HEADER TYP - Typical 3"x0.148'0 = 10d 3'/2"x0.162"0 = 16d FLASHING. F OF BRICK LINT�L - HORIZONTAL LION - Unless Otherwise Noteo 1'/ "x0.148"0 = lOdxl'/ 1'/ "x0.131"0 = 8dx1'/ " z z z z LBSHOR LBS - POUNDS VERT - Vertical W7 - 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 SHEARW/+LLS INTERIOf: BEARING WALL:- SEE PLAN FOR STUD SIZE Atln O.C. SPACING. CONTINUOUS BLOCKING WITHIN FLOOR SYSTEM WHERE POST IS ABOVE. 8d ROUGH OPENING COMMON MINIMUM END FASTENER EACH END @ 3" 0. C. (4)12d TOE NAILS F----- I (2)2x4 SPF #2 I I � I I L---- I - J SYP#2 ;1 SEE 5/SO.C. TOP PLAATTE. {� FULL HEIGHT SHEATHING TO BE CONTINUOUS TO UPPER TOP PLATE. ROOF SHEATHING, SEE SPECIFICATIONS. SEE 5/SO.0. - - �- - - - H TYPICAL STUD NAILING: 0.131x3" END NAILS: (2) @ 2x4, (3) @ 2x6, (4) @ 2x8. 2x -BLOCKING ONLY REQUIRED IF SHEARWALL. I I I I I I L FASTEN LOWER STUD PERMANENT TRUSS 8d TO TALLER STUD w BRACING BY OTHER. I COMMON 2 -ROWS OF 10d COMS II @ 3" 0. C. FULL HEIGHT ANCHOR AT INTERIOR WALLS TYPICALLY 31s" FULL HEIGHT THREADED RODS @ 6'-0" O.C. BLOCKING ONLY REQUIRED AT SHEARWALLS AND STUCCO FINISH. 16d COMMONS @ 8" O.C. FLOOR SHEATHING,r r SEE SPECIFICATIONIIS. ` I I I I -- SEE 1 /SO.1. _J BLOCKING ONLY REQUIRED / AT SHEARWALLS AND-/ STUCCO FINISH. ----INTERIOR BEARING WALL: SEE SCHEDULE FOR STUD SIZE AND O.C. SPACING. @ 12 O.C. TYPICAL SOLE PLATE NAILING: 0.131x3" TOE NAILS: (3) @ 2x4, (4) @ 2x6, (5) @ 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 SYP#2 DBL 16"MAX.( 1 TOP PLATE SEE DETAIL 1/S0.1 FOR SPLICING OPTIONS. WALL FRAMING AT I PLATE CHANGE CONDITION I I I TYPICAL TOP PLATE NAILING* FASTEN ALL TOP PLATES TOGETHER w/ (3) ROWS OF .131x3 @ 12" O.C. STAGGERED. SYP#2 I HEADER, PER PLAN. RAISED HEADER I Irll./1L VVVOLr- IVP" WINDOW SILL SCHEDULE '-0" MIN. SPLICE LENGTH / (16) 0.131x3" NAILS VENLY SPACED 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 0" MIN. < 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS S 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS ARCHED TRANSOM OPTION - 2x SPF DIAGONAL BLOCKING 2 TYPICAL WALL FRAMING I - I S0.0 I J WALL SHEATHING SEE DETAIL 1/SO.1 FOR SPLICING OPTIONS. WALL SHEATHING TO SOLE PLATE RAISE Y8" FROM SEE DETAILS SEE DETAILS 8d @ 3" BOTTOM OF SOLE ON S1.01 - ON S1.01 I PLAN AND FASTEN w/8d COMMON @ 3" 1 D.C. I I i •°�• I I I L- J L --------J L --_--_-J MULTY SINGLE STORY" STORY TYP WALL SECTIONS SIMPSON SOLE SDWC15600 - FRAMING SEE ROOF PLAN FOR SIMPSON FRAMING CR0000 SIMPSON \- TERMINATE AT SIMPSON PLAN FOR DROPPED PLAN FOR FASTENED w/ 3-0.131"x3" TOP OF TRUSS AS SHOWN. TYPICAL CONNECTION -TO PROVIDE 2x4 BLOCKING HEEL < 5" 1, TES: AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE IS DIRECTLY BELOW TRUSS. H2.5T MAY BE SUBS-ITUTE- =0R TRUSS CONNECTION. HEADER AT TOP PLATE TO S -JD, S= -;E @ 48" O.C. EA. END TYPICAL. n ROOF TRUSS CONNECTION PRE-ENGINEERED WOOD 2x SPF BLOCKING ROOF TRUSSES. RIPPED TO FIT WITH GAP SHOWN. a_ SHEATHING MAY EXTEND 2" PAST BLOCKING- WINDOW ARCHED TRANSOM LSYP#2 HEADER, ATTACHMENTS MUST PER PLANS. ANCHOR INTO 2x MATERIAL. OPTION SEE RIGHT. JACK AND KING STUDS, WINDOW SILL SEE SEE PLAN. SCHEDULE FOR SILL SIZE AND CONNECTION AT TWO STORY CONDITIONS, EACH END. WINDOW SILL SEE PROVIDE SOLID BLOCKING SCHEDULE. WITHIN FLOOR SYSTEM AT ALL UPPER LEVEL POSTS & JACK STUDS. SDWC15600 SCREW SEE 8/50.0. tl • 0 FOUNDATION SEE PLAN g -1. '1_ ,*, 4 a 12" 1111 /z ' WALL FRAMING AT MAX. MIN. SOLE PLATE ANCHOR: RAISED HEADER CONDITION FROM SOLE SEE SCHEDULE PLATE BREAK BUILDER MAY CHOOSE EITHER THE DROPPED HEADER CONDITION OR RAISED HEADER CONDITION. WALL FRAMING AT DROPPED HEADER CONDITION HEADER CONDITION 2 TYPICAL WALL FRAMING I - I S0.0 I J WALL SHEATHING SEE DETAIL 1/SO.1 FOR SPLICING OPTIONS. WALL SHEATHING TO SOLE PLATE RAISE Y8" FROM SEE DETAILS SEE DETAILS 8d @ 3" BOTTOM OF SOLE ON S1.01 - ON S1.01 I PLAN AND FASTEN w/8d COMMON @ 3" 1 D.C. I I i •°�• I I I L- J L --------J L --_--_-J MULTY SINGLE STORY" STORY TYP WALL SECTIONS SIMPSON SOLE SDWC15600 - FRAMING SEE ROOF PLAN FOR SIMPSON FRAMING CR0000 SIMPSON \- TERMINATE AT SIMPSON PLAN FOR EX -END SHEATHING VERT. PLAN FOR DETAILS. TOP OF TRUSS AS SHOWN. TYPICAL CONNECTION -TO PROVIDE 2x4 BLOCKING HEEL < 5" 1, TES: AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE IS DIRECTLY BELOW TRUSS. H2.5T MAY BE SUBS-ITUTE- =0R TRUSS CONNECTION. SPECIFICATIONS BELOW. AT TOP PLATE TO S -JD, S= -;E @ 48" O.C. HEEL 3 1'-Q" n ROOF TRUSS CONNECTION PRE-ENGINEERED WOOD 2x SPF BLOCKING ROOF TRUSSES. RIPPED TO FIT WITH GAP SHOWN. a_ < SIMPSON ' SDWC15600 SOLE SEE ROOF FRAMING EXT. WALL SPACING PLAN FOR SIMPSON DETAILS. SHEATHING MAY CR0000 SIMPSON \- TERMINATE AT SIMPSON SERE FRAMING SDWCt5600 TOP OF DBL. SDWC15600 PLAN FOR SEE NOTE 1. TOP PLATE. SEE NOTE 1. DETAILS. TYPICAL CONNECTION 5" < HEEL < 1'-0" HEEL < 5" 1, TES: 2Y4" TOP PLATE TO STUD SDWC _'JLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS. H2.5T MAY BE SUBS-ITUTE- =0R TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T AT TOP PLATE TO S -JD, S= -;E @ 48" O.C. n ROOF TRUSS CONNECTION 50.0 >a, KING STUD TO TOP PLATE: SDWC15600 SCREW NOT REQUIRED AT GABLE ENDS OR OPENINGS LESS THAN 4'-6" KING & JACK STUDS SEE °LAN KING STUD TO BOTTOM PATE CONNECTON: SIVA'SON SDWC15600 SCREW. OV - IF SHEARWALL HOLD DCh', IS SPECIFIED. NOT REQUIR :. AT GABLE ENDS OR 2- "DRY A _LS 2� ,, 3x3xY4" SLOTTED WASHER PUSHED I th TO OUTSIDE 2 3x3xY4" SLOTTED FACE OF WALL. WASHER PUSHED TO OUTSIDE FACE OF WALL. PLAN VIEW - SOLE PLATE ANCHOR OR HOLD DOWN. BUTT JOINT Yz" THREADED ROD 12" PT. SYP#2 r_ EPDXIED 4" OR Yz"0xC' MAX. MIN. SILL PLATE.V SIMPSON TITEN HD. SOLE PLATE BREAK SECTION VIEW NOTES: 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACI-NT 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'/B" W/ 1'/Z"0 ROUND STEEL WASHER MAY BE USED. SOLE PLATE ANCHOR DETAIL & SCHEDULE SCALE: .5/4-- = 1 -0 2 PLY BEAM. 3 PLY BEAM. = 1 (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. (2)12d TOE NAILS E.E. (MIN) HEAD OR SILL - PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. KING & JACK STUDS SEE PLAN KING STUD TO FRAMING BELOW: CS18 STRAP w/6-10dx1Yz" NAILS EACH END. STRAP ATTACHMENT CAN BE INTERIOR OF EXTERIOR SIDE OF WALL STRAP NOT REQUIRED AT THE FOLLOWING: GABLE ENDS OF JACK TRUSSES LESS THAN 8' OR OPENINGS LES`. THAN 3'-6' SOLE PLATE CONNECTORSO_E PLATE ANCHOR STRAPPING NOT REQUIRED LOCATED WITHIN 6" OF STUD_ `SEK SCHEDULE AT LOWER LEVEL HEADERS PACK. OMIT IF SHEARWAL!_ UNLESS SPECIFIED ON PLAN HOLD DOWN IS SPECIFIED SINGLE STORY TYPICAL HEADER STRAPPING (3) ROW OF 10d NAILS @ 8" O.C. STAGGERED f N N 2x4 MEMBERS: (1) ROW OF 1 O NAILS @ 4" O.C. , 26 MEMBERS: (2) ROW OF 10d NAILS @ 4" O.C. STAGGERED 2x4 OR 2x6 POST 2x8 POST (3)ROWS OF 5" (3)ROWS OF 6Y4" TRUSSLOK TRUSSLOK ENGINEERED WOOD ENGINEERED WOOD FASTENERS E S @ 24 o.c FASTENERS @ 24"o.c AS SHOWN AS SHOWN 3 -PLY 4 -PLY 14" LVL AND GREATER NOTES: 1. TYP. CONNECTION AT STUD COLUMNS, JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS 1 BUILT-UP MEMBER FASTENING TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. 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. ORTHOGONA 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 1 INTERSECTIONS STUDS CONFIGURATIONS TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. STUD OR 2X BLOCKING FAST N/8 -10d COMMO SCHEDULE ROUGH OPN'G, SEE ARCH. MULTI STORY (UNSTACKED WINDOWS) TRUSS TO PLATE: SDWC SCREW PLATE TO HEADER: I,��')'f, \/ SDWC SCREW @-r0, 24" O.C. 2X6 WALL TRUSS TO PLATE: SDWC SCREW PLATE TO HEADER: SDWC SCREW @ 24" O.C. 2X4 WALL HEADER FASTENING SECTION KING STUD TO FRAMING BELOW: CS18 STRAP W/6-10DX1}'2" 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 SO CA# 3579 P• POS/ O N No. 3 1 o S E F -" o Q o ;'moo^•. �C �P....• ; N .� ,,���,� Luis A. Pontigo, I'E 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. DESIGN CRITERIA AND GENERAL NOTES LDID T SCALE DIMENSIONS FROM RAWINGS. IF A DIMENSION IS NCLEAR REFER TO THE HITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME CAPTIVA-COASTAL DESIGN/DRAWN/CHECKED JWA / CMJ LAP DATE 07.16.18 SCALE AS NOTED LPA No. TOLL -18-00769 CONTROL No. 3802 SHEET so.o SHEET 1 OF 7 SOLE PLATE ANCHOR SCHEDULE ANCHOR EXT. WALL SPACING SHEARWALLS SPACING WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE Y"0 EPDXY 42" 24" 3x3xO.229" 4" 2,Y4" "0x6" TITEN HD 42" 24" 3x3xO.229" 4Yz" 2Y4" NOTES: 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACI-NT 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'/B" W/ 1'/Z"0 ROUND STEEL WASHER MAY BE USED. SOLE PLATE ANCHOR DETAIL & SCHEDULE SCALE: .5/4-- = 1 -0 2 PLY BEAM. 3 PLY BEAM. = 1 (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. (2)12d TOE NAILS E.E. (MIN) HEAD OR SILL - PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. KING & JACK STUDS SEE PLAN KING STUD TO FRAMING BELOW: CS18 STRAP w/6-10dx1Yz" NAILS EACH END. STRAP ATTACHMENT CAN BE INTERIOR OF EXTERIOR SIDE OF WALL STRAP NOT REQUIRED AT THE FOLLOWING: GABLE ENDS OF JACK TRUSSES LESS THAN 8' OR OPENINGS LES`. THAN 3'-6' SOLE PLATE CONNECTORSO_E PLATE ANCHOR STRAPPING NOT REQUIRED LOCATED WITHIN 6" OF STUD_ `SEK SCHEDULE AT LOWER LEVEL HEADERS PACK. OMIT IF SHEARWAL!_ UNLESS SPECIFIED ON PLAN HOLD DOWN IS SPECIFIED SINGLE STORY TYPICAL HEADER STRAPPING (3) ROW OF 10d NAILS @ 8" O.C. STAGGERED f N N 2x4 MEMBERS: (1) ROW OF 1 O NAILS @ 4" O.C. , 26 MEMBERS: (2) ROW OF 10d NAILS @ 4" O.C. STAGGERED 2x4 OR 2x6 POST 2x8 POST (3)ROWS OF 5" (3)ROWS OF 6Y4" TRUSSLOK TRUSSLOK ENGINEERED WOOD ENGINEERED WOOD FASTENERS E S @ 24 o.c FASTENERS @ 24"o.c AS SHOWN AS SHOWN 3 -PLY 4 -PLY 14" LVL AND GREATER NOTES: 1. TYP. CONNECTION AT STUD COLUMNS, JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS 1 BUILT-UP MEMBER FASTENING TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. 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. ORTHOGONA 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 1 INTERSECTIONS STUDS CONFIGURATIONS TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. STUD OR 2X BLOCKING FAST N/8 -10d COMMO SCHEDULE ROUGH OPN'G, SEE ARCH. MULTI STORY (UNSTACKED WINDOWS) TRUSS TO PLATE: SDWC SCREW PLATE TO HEADER: I,��')'f, \/ SDWC SCREW @-r0, 24" O.C. 2X6 WALL TRUSS TO PLATE: SDWC SCREW PLATE TO HEADER: SDWC SCREW @ 24" O.C. 2X4 WALL HEADER FASTENING SECTION KING STUD TO FRAMING BELOW: CS18 STRAP W/6-10DX1}'2" 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 SO CA# 3579 P• POS/ O N No. 3 1 o S E F -" o Q o ;'moo^•. �C �P....• ; N .� ,,���,� Luis A. Pontigo, I'E 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. DESIGN CRITERIA AND GENERAL NOTES LDID T SCALE DIMENSIONS FROM RAWINGS. IF A DIMENSION IS NCLEAR REFER TO THE HITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME CAPTIVA-COASTAL DESIGN/DRAWN/CHECKED JWA / CMJ LAP DATE 07.16.18 SCALE AS NOTED LPA No. TOLL -18-00769 CONTROL No. 3802 SHEET so.o SHEET 1 OF 7 BLOCKING ONLY REQUIRED AT SHEARWALLS AND STUCCO FINISH 16d COMMONS ® 8" O.C. CONT. RIBBON BOARD (TYP) FLOOR TRUSSES OR JOIST. 5-8d COM EACH SIDE OF SPLICE SHEATHING SPLICE z 16d COMMONS ® 8" 0. C. CONT. RIBBON BOARD (TYP) FLOOR TRUSSES OR JOIST. 8d COM 3" O.C. EACH SIDE OF SPLICE SHEATHING SPLICE 3/a' OSB or PLYWOOD RIM BOARD Y4" z SHORTER THAN WALL FRAMING -/WALL FRA NG FLOOR SYSTEM. ALIGN VERTICAL JOINTS WITH N SHEATHING SPLICE ( WALL SHEATHING JOINTS BLOCKING ONLY REQUIRED 5-8d COM AT SHEARWALLS AND EACH SIDE STUCCO FINISH OF SPLICE OPTION 1 OPTION 2 OVER LAP SHEATHING APA RIM BOARD OPTION NOTE 1: 1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED e7i� FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS . SO.1 2x4 SYP#2 CATS AT 12' O.C. FASTENED TO TOF PLATE w/ 4-0.131x3' COMMON FASTEN CATS EACH END w/ 3-0.131x3" COMMON TOE NAILS SHEARWALI EXTERIOR WALL ALTERNATE A 2x4 SYP#2 HORIZ. BRACING 0 24" O.C. BETWEEN OUTER WALL - & FIRST INTERIOR TRUSS. NAIL EACH END w/ 3-0.131x3" NAILS (TYP) FLOOR TRUSS 2x4 SYP#2 DIAGONAL FASTEN EA. END w/ 3-10d COMMONS -_ ---- CEILING WALL FRAMING LINE I INSTALL FLOOR TO J FLOOR STRAPPING PER OPTION 1 OR 2 FLOOR TRUSS PARALLEL ROOF TRUSS. ROOF SYP#2 2x4 NAILER FASTENED TO TRUSS TRUSS. BOT. CHORD w/ 0.131x3" 0 3" O.C. FLOOR OR FASTENED TO SHEATHING w/ 8d ® 3" O.C. ROOF TRUSS. 11'/4 SHEATHING FASTENED TO MAX I /TOP PLATE w/ 10d ® 3" O.C. 2x S P#2 CONT. ATTACH 16" MAX. TO TOP PLATE AND TRUSS w/ 0. 31x3" @ 3" O.C. EDGE OF 2x MAY OVERHANG TOP PLATE. SHEARWALL SHEARWALL ALTERNATE ALTERNATE C 7&," OSB DIAPHRAGM FASTEN ROOF FLOOR DECK TO NAILER w/ (1) ROW 8d TRUSS. ® 3" O.C. FASTEN TO TOP PLATE w/ (2) ROWS OF 8d @ 3" O.C. 2x4 SPF SYP#2 2x4 NAILER FASTENED fa ALL AROUND TO TRUSS BOT. CHORD w/ 11 (2) ROWS 0.131x3" 0 3" O.C. jl INTERIOR SW -2 SHEARWALL. ALTERNATE D A SHEARWALL ATTACHMENT AT ROOF Et FLOOR 016A WALL STUDS AT 16" O.C. ROOF 10d 04"O.C. TRUSS. SEGMENTED SHEARWALL SDWC 15600 QA - UPPER TO LOWER STUDS SW 8d@3/6: (2) CS18 STRAPS ® 32" O.C. B - END STUDS TO FOUNDATION o B - END STUDS TO FOUNDATION SCREWS SHEARWALL /�e" OSB - SOLE PLATE ANCHORS LEDGER FASTENED EE SCHEDULE ON DETAIL 3/SO.0 OSB WALL SHEATHING ALTERNATE G 8d COMMON NAILS AT 3' I O.C.(TYP) _ WALL STUDS AT 16" O.C. ROOF SH ATHING ROOF TRUSS) J ROOF TRUSS- SYP#2 LEDGER ATTACH I l�l DBL. SYP#2 LEDGER TO EACH STUD, PER ATTACH TO EACH STUD, SCHEDULE BELOW PER SCHEDULE BELOW. A -SINGLE LEDGER B -DOUBLE LEDGER VERTICAL VERTICAL REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING 0-775 2x6 w/ 5-0.131x3" 1850-2345 2x8 w/ 6-1/4"0x6" SDS SCREWS 776-1250 2x8 w/ 8-0.131x3" 2346-3125 2x12 w/ 8-'/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. WHEN 8 LEDGER CONNECTION OTED S01 TRUSS TO LEDGER CONNECTION BY TRUSS ENGINEER. NOT SHOWN FOR CLARITY x4 SPF#2-�\ BLOCKING ROOF MEMBER SHEARWALL NOTES: 1. AT ROOF TRUSS, CONTRACTOR MAY CHOOSE A,B,C,D, OR G. 2. U E ALTERNATE A. AT EXTERIOR WALLS ENDING BETWEEN ROOF TRUSSES. 3. U E ALTERNATE E & FOR FLOOR TR ATTACHMENT 2x6 SYP#2 BLOCKING BETWEEN 2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP FASTENED TO TOP PLATE w/ 10d ® 4" O.C. PLATE w/ 10d 0 3" O.0 \FORCH SHEATHING, HEADER ct.E SPECIFICATIONS END Bt -LOW I -T I PORCH PARALLEL HEADER &SUPPORT TO WALL PORCH POST, PER PLAN. I (2)MSTA24 PERPENDICULAR I STRAPS TO WALL 24" 16 GUAGE POST BASE: STRAP w/11- POST 24"16 GUAGE 4x4 POST: ABU44 10dxl)�' EA. END BELOW STRAP w/11- 6x6 POST: ABU66 10dx1}�" EA. END PORCH. PORCH HEADER, - SLAB SEE PLAN HTS16 - STRAPS MSTA24 5�" ROD STRAPS EPDXIED 6" MIN PLAN VIEW OF PLAN VIEW OF ELEVATION VIEW OF PORCH HEADER PORCH HEADER PORCH HEADER AT CORNER POST AT POST AT POST PORCH SHEATHING SPECIFICATIONS: GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS ® 6" O.C. EDGE & FIELD OR (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS ® 6" O.C. EDGE AND FIELD 2 TYPICAL PORCH FRAMING DETAILS SEE DETAIL 5/SO.1 FOR DIAPHRAGM ATTACHMENT WHERE APPLICABLE Ilf�� II - - -- - - II I cc I SW. 8d@,3"/6" 10d 04"O.C. PERFORATED SHEARWALL SEGMENTED SHEARWALL - UPPLR TO LOWER STUDS QA - UPPER TO LOWER STUDS SW 8d@3/6: (2) CS18 STRAPS FLOOR B - END STUDS TO FOUNDATION o B - END STUDS TO FOUNDATION 2x4 SPF#2 CONTINUOUS TRUSS. /�e" OSB - SOLE PLATE ANCHORS LEDGER FASTENED EE SCHEDULE ON DETAIL 3/SO.0 BLOCKING TRUSS WEBS WIT w/3-0.131 x3" PANEL BOUNDARIES AND 6" IN THE FIELD. PANEL FLOOR COMMON. KING & JACK STUDS AT HEADERS MAY SERVE AS END POSTS FOR SW. FRAMING 3. FASTEN ALL INTERIOR SW 0 ROOF OR FLOOR TRUSSES PER 5/SO.1 .PLATE 4. INSTALL INTERIOR FOOTING BELOW SHEARWALL PER DETAILS ON S1.0 6 1 TYPICAL SHEARWALL ELEVATION FASTEN CATS EACH END w/ I 2x4 SYP#2 CATS AT 12" /-ANGLE NAILS FROM RAFTER TO LEDGER 3-0.131x3" NAILS 0 6" O.C. I O.C. FASTENED TO TOP �.I AND LEDGER TO ROOF MEMBER. THESE STRAPS BELOW. & (1) ADJ. 1 PLATE w/ 4-0.131x3" 2X4 T -BRACE. ONLY 5-16d NAILS SHEARWALL OR I COMMON. TERNATE (TYPICAL) E EXTERIOR WALL , PRODIDE MTS12 OR CS16 DIRECTLY LESS THAN 4'-0" FASTEN w/10d COMMONS ALTERNATE F 8d COMMON NAILS AT 3' I O.C.(TYP) _ WALL STUDS AT 16" O.C. ROOF SH ATHING ROOF TRUSS) J ROOF TRUSS- SYP#2 LEDGER ATTACH I l�l DBL. SYP#2 LEDGER TO EACH STUD, PER ATTACH TO EACH STUD, SCHEDULE BELOW PER SCHEDULE BELOW. A -SINGLE LEDGER B -DOUBLE LEDGER VERTICAL VERTICAL REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING 0-775 2x6 w/ 5-0.131x3" 1850-2345 2x8 w/ 6-1/4"0x6" SDS SCREWS 776-1250 2x8 w/ 8-0.131x3" 2346-3125 2x12 w/ 8-'/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. WHEN 8 LEDGER CONNECTION OTED S01 TRUSS TO LEDGER CONNECTION BY TRUSS ENGINEER. NOT SHOWN FOR CLARITY x4 SPF#2-�\ BLOCKING ROOF MEMBER SHEARWALL NOTES: 1. AT ROOF TRUSS, CONTRACTOR MAY CHOOSE A,B,C,D, OR G. 2. U E ALTERNATE A. AT EXTERIOR WALLS ENDING BETWEEN ROOF TRUSSES. 3. U E ALTERNATE E & FOR FLOOR TR ATTACHMENT 2x6 SYP#2 BLOCKING BETWEEN 2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP FASTENED TO TOP PLATE w/ 10d ® 4" O.C. PLATE w/ 10d 0 3" O.0 \FORCH SHEATHING, HEADER ct.E SPECIFICATIONS END Bt -LOW I -T I PORCH PARALLEL HEADER &SUPPORT TO WALL PORCH POST, PER PLAN. I (2)MSTA24 PERPENDICULAR I STRAPS TO WALL 24" 16 GUAGE POST BASE: STRAP w/11- POST 24"16 GUAGE 4x4 POST: ABU44 10dxl)�' EA. END BELOW STRAP w/11- 6x6 POST: ABU66 10dx1}�" EA. END PORCH. PORCH HEADER, - SLAB SEE PLAN HTS16 - STRAPS MSTA24 5�" ROD STRAPS EPDXIED 6" MIN PLAN VIEW OF PLAN VIEW OF ELEVATION VIEW OF PORCH HEADER PORCH HEADER PORCH HEADER AT CORNER POST AT POST AT POST PORCH SHEATHING SPECIFICATIONS: GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS ® 6" O.C. EDGE & FIELD OR (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS ® 6" O.C. EDGE AND FIELD 2 TYPICAL PORCH FRAMING DETAILS SEE DETAIL 5/SO.1 FOR DIAPHRAGM ATTACHMENT WHERE APPLICABLE Ilf�� II - - -- - - II I cc I SW. 8d@,3"/6" SW 8d@3"/6" PERFORATED SHEARWALL SEGMENTED SHEARWALL - UPPLR TO LOWER STUDS QA - UPPER TO LOWER STUDS SW 8d@3/6: (2) CS18 STRAPS SW 8d®3/6: (2) CS18 STRAPS B - END STUDS TO FOUNDATION o B - END STUDS TO FOUNDATION SW 8d03/6: HTT5 OR HDU5 W 8d03/6: HTT5 OR HDU5 C - SOLE PLATE ANCHORS - SOLE PLATE ANCHORS EE SCHEDULE ON DETAIL 3/SO.0 EE SCHEDULE ON DETAIL 3/SO.0 SHEARWALL NOTES 1. PROVIDE 46" OSB SHEATHING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. PROVIDE 2x BLOCKING AT ALL PANEL EDGES. OVERFRAME RAFTERS, SEE PLAN. 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 0 ROOF OR FLOOR TRUSSES PER 5/SO.1 .PLATE 4. INSTALL INTERIOR FOOTING BELOW SHEARWALL PER DETAILS ON S1.0 6 1 TYPICAL SHEARWALL ELEVATION 11 SIMPSON H3 w/ 10-8d COMMON PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. N DECK LEDGER AT OVERFRAME RAFTERS D S .1 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. D NAWASHER PLAN IXI FULL HEIGHT Q 1�y v ANCHORING SPECIFICATIONS 6" ROOF 2x4 BLOCKING. FASTEN MAXNOTCH TRUSS EACH END w/3-10d SOLE DOUBLE 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS FULL HT. FASTEN TO ROOF FRAMING BELOW ° °I UPLIFT w/ 4-12d NAILS AT EACH RAFTER. FULL HT. TOP RLATE. ANCHOR COMMONS OVERFRAME RAFTERS, SEE PLAN. -CONNECTOR ANCHOR .PLATE 2X6 11 SIMPSON H3 w/ 10-8d COMMON f /-ANGLE NAILS FROM RAFTER TO LEDGER MIN. (2)2x4 WOOD / BRACE �.I AND LEDGER TO ROOF MEMBER. THESE STRAPS BELOW. & (1) ADJ. MAY BE OMITTED 2X4 T -BRACE. ONLY r tJ WHEN OVERFRAME REQUIRED FOR BRACE ALT. TO BOTH H3 ABOVE RAFTER LENGTH LENGTHS > 8'-0". , PRODIDE MTS12 OR CS16 DIRECTLY LESS THAN 4'-0" FASTEN w/10d COMMONS BETWEEN OVERFRAMING RAFTER ® 6" ON -CENTER 1 AND ROOF MEMBER. II AS SHOWN. PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. N DECK LEDGER AT OVERFRAME RAFTERS D S .1 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. D NAWASHER PLAN IXI FULL HEIGHT Q 1�y v ANCHORING SPECIFICATIONS FULL HEIGHT ANCHOR WALL SECTION THREADED ROD INSTA 12 FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM Saij 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 PLATT=, 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 X" 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 CONDITION PLUS ONE-HALF TURN OF A STANDARD WRENCH (APPROMMATELY 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 4-12d TOr NAILS (TYP.) 2x4x6' SYP#2 LATERAL BRACE EA. X -BRACE w/ 2-16d INTO BOTTOM 8-10 CHORD OF EA. TRUSS. COMMONS GABLE END BRACING NOTES: 1. SPACE GABLE END BRACING CSD 4'-6" MAX. 2. ALL MATERIAL TO BE SYP#2 " FULL HEIGHT ROD TEN HD R TIGHT F PLATE ON TITEN HD ROD COUPLER SDS - THD37634RC (%"x63/4") %" FIULL HEIGHT ROD ALTERNATE ATTACHMENT L 2x4 SYP#2 OUTLOOKERS ® 24" O.C. H3 OR H2.5T HURRICANE CLIP ® EA. OUTLOOKER TO TRUSS. -WALL SHEATHING UP GABLE END TRUSS. 2X4 #2 SYP BLOCK ® EACH GABLE BRACE. FASTEN EACH END W/ 3-10d TOENAILS BLOCK TO DBL TOP PLT W/ 2-H2.5T 0.131x3" TOE NAILS ® 8"O.C. FROM BOT, CHORD OF TRUSS TO DBL. TOP PLATE LSTA12 ® 48" O.C. OR DBL TOP PLT TO GABLE TRUSS BOTTOM CHORD W/ SDWC15600 9 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 MINIMUM 2 PLY MINIMUM STUD 6" UPLIFT CONNECTOR , MAXNOTCH HEADER \ SOLE DOUBLE D FULL HT. PORCH ° °I UPLIFT PLATE FULL HT. TOP RLATE. ANCHOR DOUBLE TOP SEE PLAN. -CONNECTOR ANCHOR .PLATE SEE PLAN f MIN. (2)2x4 WOOD BASE OF POST CONTINUOUS LATERAL BRACING, SEE BELOW. & (1) ADJ. OPTION A - WALL STUD r 0 OR POST. , BRACE IS NEEDED, OVERLAP BRACE IFULL HEIGHT 1 AS SHOWN. THREADED ROD _ - J SEE PLAN ELEVATI °` O O STEEL COUPLER © (OPTIONAL, LOCATE FULL HT. AS NEEDED) ANCHOR AT SILL PLATE AT TOP PLATE FULL HEIGHT ANCHOR INSTALLATION CHART FLOOR FRAMING A C D E F THREADED FULL HEIGHT ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE T -TREADED ROD FOUNDATION, HOLE HOLE SPE . DEPTH DISTANCE SEE PLAN ? . PER PLAN. 3/8 '/2 "0 '/2 "0 2x2x' " 4" 4" 2" 3" EMBEDMENT 5/8 � 0 3/4"0 3x3x' " 7.5" 12" 2X2 3" DEPTH O MONO STEM MONO STEM FULL HEIGHT ANCHOR WALL SECTION THREADED ROD INSTA 12 FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM Saij 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 PLATT=, 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 X" 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 CONDITION PLUS ONE-HALF TURN OF A STANDARD WRENCH (APPROMMATELY 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 4-12d TOr NAILS (TYP.) 2x4x6' SYP#2 LATERAL BRACE EA. X -BRACE w/ 2-16d INTO BOTTOM 8-10 CHORD OF EA. TRUSS. COMMONS GABLE END BRACING NOTES: 1. SPACE GABLE END BRACING CSD 4'-6" MAX. 2. ALL MATERIAL TO BE SYP#2 " FULL HEIGHT ROD TEN HD R TIGHT F PLATE ON TITEN HD ROD COUPLER SDS - THD37634RC (%"x63/4") %" FIULL HEIGHT ROD ALTERNATE ATTACHMENT L 2x4 SYP#2 OUTLOOKERS ® 24" O.C. H3 OR H2.5T HURRICANE CLIP ® EA. OUTLOOKER TO TRUSS. -WALL SHEATHING UP GABLE END TRUSS. 2X4 #2 SYP BLOCK ® EACH GABLE BRACE. FASTEN EACH END W/ 3-10d TOENAILS BLOCK TO DBL TOP PLT W/ 2-H2.5T 0.131x3" TOE NAILS ® 8"O.C. FROM BOT, CHORD OF TRUSS TO DBL. TOP PLATE LSTA12 ® 48" O.C. OR DBL TOP PLT TO GABLE TRUSS BOTTOM CHORD W/ SDWC15600 9 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 MINIMUM 2 PLY MINIMUM STUD WALL SHEATHING STUD WALL FRAMING 8d COMMON WIRE NAILS i w/ 2x SOLID BLOCKING TO BLOCKING 0 3" O.C. AT SHEATHING EDGE I 1 I 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-\ DOUBLE TOP PLATE CONTINUOUS OVER 6" HEADER MAX 6" UPLIFT CONNECTOR DBL. TOP MAXNOTCH HEADER PLATE 4 BELOW TOP PLATE D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.).N) PORCH ° °I 8 -GUN NAILS ° °i TO HEADER, °°I SEE PLAN. FULL HEIGHT BRACING APPLIED TO ANCHOR OR DTT2Z FRONT SIDE OF WEBS. HOLD DOWN AT MIN. (2)2x4 WOOD BASE OF POST CONTINUOUS LATERAL BRACING, SEE BELOW. & (1) ADJ. OPTION A TO PORCH HEADER. WALL SHEATHING STUD WALL FRAMING 8d COMMON WIRE NAILS i w/ 2x SOLID BLOCKING TO BLOCKING 0 3" O.C. AT SHEATHING EDGE I 1 I 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-\ DOUBLE TOP PLATE CONTINUOUS OVER 6" HEADER MAX LSTA12 FOLDED OVER TOP PLATE w/5 -10d NAILS INTO TOP PLATE & 5-10d NAILS INTO BEAM. SPACE 48" O.C. OMIT IF WALL UPLIFT CONNECTOR SHEATHING IS INSTALLED H2.5T 0 32" O.C. TOP & BOT 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. 31TYPICAL PORCH BEAM CONNECTION IF TRUSS REACTION EXCEEDS 23001bs PROVIDE CRIPPLE STUDS DIRECTLY BENEATH TRUSS 2-SIMPSON H2.5T.- n STRAP KING POST TO POST BELOW WITH 2-CS16 STRAPS WHEN FULL HEIGHT ANCHORS ARE NOT USED STRAP KING I POST BELOW WITH STRAPS WHEN FULL HEIUHI ANCHORS ARE NOT USED Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL CA # 8344 SC: CA# 3579 STUD WALL FRAMING w/ 2x SOLID BLOCKINGF-N I11 AT SHEATHING EDGE PON 8d COMMON WIRE NAILS /� ....TO BLOCKING ®3" O.C.EN I �3 1ISN ROOF TRUSS V / OR JOIST i/FOR PERPENDICULAR S E F oyo i TRUSS CONNECTION = -.0 CONTINUOUS 2x6 SYP#2 SEE DETAIL B ABOVE';��� . �� �P ,•' ��`: LEDGER FASTEN WITH FSS��NAL ENG\?``\ 5-0.131x3" EA. STUD. 11111111111\1\\\ PARALLEL TRUSS DETAIL A Luis A. I'onti;o, PE FL I'E453311 WALL ADJ. TO ROOF CONNECTION SEE CONSTRUCTION SPECIFICATIONS FOR ROOF REVISIONS DATE 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.).N) HEADER TIE DOWN THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN MULTIPLE BRACED TRUSSES. AS INDICATED IN TRUSS SPECIFICATIONS 2 PLY STUD AT 2ND STORY STUDS PROVIDE -11 1 CS18 STRAPS AT BASE OF STUDS (FLOOR TO FLOOR) SIMPSON DTT2Z w/8- Y4"x1)2" HTT5 SDS SCREWS LA ALTERNATE FOR ALTERNATE FOR FULL HEIGHT ROD 5/8" FULL HEIGHT ROD 14 FULL HEIGHT THREADED ROD so.1 ALTERNATE PERMANENT TRUSS BRACING SCALE: 3/4" = 1'-0" SIMPSON HTT5 OR HDU5. FASTEN 26-10d COMONS I�II�i►���J HTT5 or HDU5 EADED OXIED J DTT2Z MIN 2 PLY STUD IN LIEU OF 2 STUDS ITS ACCEPTABLE TO SISTER A 36" LONG STUD FASTEN w/12 - 0.131x3" GUN NAILS SIMPSON DTT2Z w/8- Y4'x1Y2" SDS SCREWS Y2" THREADED ROD EPDXIED 4" MIN OR I )2x6" TITEN HID 4 HEADER UP CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR (1)DIAGONAL BRACE PER B SEE PLAN C (1)CS16 STRAPS (4) TRUSSES APPLIED 0.131x3" GUN NAILS4 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. 2 PLY STUD AT 2ND STORY STUDS PROVIDE -11 1 CS18 STRAPS AT BASE OF STUDS (FLOOR TO FLOOR) SIMPSON DTT2Z w/8- Y4"x1)2" HTT5 SDS SCREWS LA ALTERNATE FOR ALTERNATE FOR FULL HEIGHT ROD 5/8" FULL HEIGHT ROD 14 FULL HEIGHT THREADED ROD so.1 ALTERNATE PERMANENT TRUSS BRACING SCALE: 3/4" = 1'-0" SIMPSON HTT5 OR HDU5. FASTEN 26-10d COMONS I�II�i►���J HTT5 or HDU5 EADED OXIED J DTT2Z MIN 2 PLY STUD IN LIEU OF 2 STUDS ITS ACCEPTABLE TO SISTER A 36" LONG STUD FASTEN w/12 - 0.131x3" GUN NAILS SIMPSON DTT2Z w/8- Y4'x1Y2" SDS SCREWS Y2" THREADED ROD EPDXIED 4" MIN OR I )2x6" TITEN HID 4 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 @ 6"O.C.I T -BRACE TO BE THEI,I SAME SIZE, SPECIES, I I AND GRADE AS WEB I°I TO BE BRACED. I I°I ' II BRACING NOTES AND SP QIFI CATIONS 1.)ALL BRACING LUMBER SHOWN, EXEPT FOR T -BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4 SPF#2 OR BETTER. (LION) 2.)BRACING LUMBER SHALL INTERSECT 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 NAILS4 (2)MTS12- (2)MTS12 SIMPSON FULL HEIGHT2 LTT20B THREADED ROD ( )H2.5T (2)H2.5T WITHIN 6" OF MINIMUM GIRDER (SEE PLAN) 2 PLY AT 2ND STORY Y2" THREADED ROD STUD STUDS PROVIDE EPDXIED 4" MIN OR ATCB SE TRAPS OF STUDS )/2x6" TITEN HD (FLOOR TO FLOOR) LTT20B HOLD DOWN ATTACHMENT DETAIL MINIMUM 2 PLY HOLD DOWN SEE PLA STUD 33(" ROD = DTT2Z ROD = HTT5 BUILT-UP POST, BUILT-UP POST, SEE PLAN. SEE PLAN. OPTION 1 OPTION 2 FULL HEIGHT TR CONVENTIONAL WHEN 16 GIRDER / BEAM STRAPPING THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO @ ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. TYPICAL FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME CAPTIVA-COASTAL DESIGN/DRAW N/CHECKED JWA / CMJ /LAP DATE 07.16.18 SCA LE AS NOTED LPA No. TOLL -18-00769 CONTROL No. 3802 SHEET S 0.1 SHEET 2 OF % OVERLAP SIDEWALL TOP PLATE GARAGE HEADER ALWAYS PLACE HEADER AT TOP OF ROUGH 2)20ga STRAPS OPENING HEADER TO JACK (2)2x6 KING STUDS HTT5 W/ (2)2x6 JACK STUDS THREADED ROD EPDXIED 12" HTT5 w/ o (2)2x STUD CORNER 5/8" THREADED ROD o EPDXIED 12" B 6 P.T. SOLE PLATE CONC. SLAB GOAL POST. FASTEN TO STUD PACK WITH 2—ROWS OF 16d RING SHANK NAILS Q 12" O.C. ATTACH GARAGE DOOR THRU UPRIGHT BUCK DIRECTLY INTO STUD PACK, PER GARAGE DOOR SUPPLIER FLOOR GARAGE SOLE PLATE J HT'_5 w/ ANCHOR" THREADED ROD EPDXIED 12" SOLE A PLATE oR a THICKENED SLAB EDGE GARAGE WINIG WALL SECTION ° a AT GARAGE OPENING. .4 NOTES: O b° 1. ALWAYS PLACE GARAG HEADER AT TOP OF ROUGH OPENING. GARAGE WING WALL ELEVATION GARAGE HEADER FRAMING GARAGE HEADER, SEE PLAN ALWAYS I HEADER TOP OF f OPENI ELI_VATION VIEW \Url JIUU r DOOR Y4"x3YZ' TAPCON SCREW CONC. SLAB OPTION B ACK STUD T DOOR FRONT ENTRY JAMB FASTENING THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SIMPSON LTT20B RECESSED IN SLAB w/Y2" THREADED ROD EPDXIED 4" CRIPPLE STUD GARAGE HEADER, iEE PLAN STUDS PER PLAN. HTT5 w/ %" THREADED ROD EPDXIED 12" P.T. SOLE PLATE THICKENED SLAB EDGE AT /—GARAGE OPENING. 4'• NOTE AT 24" O.C. PLACE GABLE END TRUSS .. TO THE INT. FACE OF tR00F BALLOON FRAMED WALL 4 AND FASTEN TRUSS TOP AND BOTTOM CHORDS TO 4. 4� NAILS EACH STUDS w/ 2-0.131X3" TRUSS NAILS AT EA. STUD. GARAGE CENTER WALL FRAMING MIN. (2)2x4 PT SYP #2 RATED WALL SHEATHING w/ 8d 0 6" O.C. EDGE & FIELD. (2)20ga STRAF HEADER TO JAC (2)2x6 JACKS AND (1) KING. HTT5 w/ " THREADED ROD EPDXIED 12" OVERLAP SIDEWALL r TOP PLATE 1 ALWAYS PLACE HEADER AT TOP OF ROUGH OPENING 5/B"0 THREADED ROD OVERLAP SIDEWALL TOP PLATE ALWAYS PLACE HEADER AT TOP OF ROUGH OPENING w/3x3x'/4" PLATE (2)20ga STRAPS HEADER TO JACK HTT5 w HTT5 W/ / 5�" THREADED ROD iyi THREADED ROD EPDXIED 12" MAX EPDXIED 12" 0 0 EXTEND HEADER TO EXTEND HEADER L 2 2 FAR SIDE OF WALL 2 FAR SIDE . WALL 6x6 POST AS SHOWN. 2)2x6 SP 2/ AS SHOWN. �o 0 j 6 6 6 6 6 6 6 6 4'-0"x4' O" PIECE OF WALL 4'-0"x4'-0" PIECE OF WALL SHEATING INSTALL AT UPPER SHEATING INSTALL AT UPPER HTT5 w/ (2)2x6 CORNER 1" BELOW GARAGE HEADER DETAIL A CORNER 1 OR BELOW W GTHEADER QETAIL A\%" THREADED ROD JACKS ON EXTERIOR STUD (TRIMED AS C (R MED ASEPDXIED 12" AND (1) SHOWN) - SHOWN) KING. FASTEN SHEATING TO HEADER w/ 8d COMMON Q$ GALV. BOX NAILS FASTEN SHEATING TO HEADER w/ 8d COMMON Q$ GALV. BOX NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING IN 3" GRIP PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING (STUDS, BLOCKING & SILLS) TYP. (STUDS, BOCKING &SILLS) TYP. A DOUBLE B OCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS _5/8"0 THREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN 6x6 POST WITH ABU66 STUDS) DRILLED AND EPDXIED w/ 12" EMBEDMENT & 3x3x'/4" WASHER. w/ 5/g" THREADED ROD EPDXIED 12" MIN. I GARAGE PORTAL VYING WALL THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN PORCH BEAM SUPPORT POST IF 4x4 IS SPECIFIED ON PLAN, USE (2)2x4 SPF#2 SUPPORT. IF 6x6 IS SPECIFIED ON PLAN, USE (3)2x4 SPF#2 SUPPORT. ATTACH PORCH BEAM TO SUPPORT POST w/ (2)HTS20. SOLE PLATE I' ATTACH SUPPORT POST TO ANCHOR I� FOUNDATION WITH HTT4 w/ 5/8 "Ox6" EMBED EPDXY ROD. U.O.N. Ell SYP#2 PT SOLE PLATE BOX COLUMN MAY BE USED IN LIEU OF 4x4 OR 6x6. WATER PROOFING AT LOWER PORTION OF BOX COLUMN BY BUILDER IF PT MATERIAL IS NOT USED. BOX COLUMN DETAIL 10d COMMONS CSD 6"o. c --_ 2x6 SYP#2 LEDGER w/2 -1/4"x6" SDS SCREWS ® 16"o.c- 6x6 POST SEE PLAN 3-10d TOENAILS EACH SIDE ROOF SHEATHING PER CONSTRUCTION SPEC's 1/2"x10" S.S LAG BOLT 2x6 SPF#2 RAFTERS ® 24"o.c H2.5T WOOD BEAM PER PLAN (2)H2.5T 4x4 HORIZONTAL LEG 3/8'x8" LAG SCREW RECESSED 4x4 DIAGONAL %"x8" LAG SCREW RECESSED 4x4 VERTICAL ALL EXPOSED METAL CONNECTORS AND FASTENERS SHALL BE STAINLESS STEEL SHED ROOF - BRACKET DETAIL SCALE: 3/4" = 1'-0" FLOOR TRUSSES OR JOIST. CS18 w/7-10,Ix1Y2" EACH END ® 48" O.C. STRAP CAN BE INSTALLED EITHER FACE OF STUD FLOOR TRUSSES OR JOIST. GARAGE WING WALL FRAMING LESS THAN 12" THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN OPTION A OPTION B STRAPPING OVERLAP SHEATHING WALL STRAPPING OVER BEAM THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN z 8d ® 3" FLOOR TRUSSES OR JOIST. KLAN OPTION C DROPPED BEAM WALL SHEATHING CS18 w/7-10dxl)�" EACH END @ 48" O.C. STRAP CAN BE INSTALLED EITHER FACE OF STUD 2x4 BLOCKING H3 0 EA. OUTLOOKERN 07 STUD SPACING, SEE FRAMING PLAN Q$, SCHEDULE. 2x4 BLOCKING AT • 48" O.C. BETWEEN GABLE AND FIRST INTERIOR TRUSS. 4-0.131x3" TOE NAILS (2 EA. SIDE) 2x4 OUTLOOKER NOTE AT 24" O.C. PLACE GABLE END TRUSS TO THE INT. FACE OF tR00F BALLOON FRAMED WALL SHEATHING AND FASTEN TRUSS TOP AND BOTTOM CHORDS TO 5-12d TOE BALLOON FRAMED WALL NAILS EACH STUDS w/ 2-0.131X3" TRUSS NAILS AT EA. STUD. FASTEN GABLE END TRUSS w/ FULL HT. CONVENTIONAL SW ANCHOR PER SCHEDULE. NO FULL HEIGHT ANCHOR REQUIRED. BALLOON FRAMED GABLE END 3' SPLICE 2x6 x 4'-6" P.T. SYP NO.2 EXPOSED RAFTER TAIL TO EACH ROOF TRUSS ® 24" O.C. F2x4 P.T. SYP No.2 BLOCKING/CLOSURE FASTEN w/ 3-12d TOE NAILS. RIP PRE-ENGINEERED \ DOWN TO REQUIRED DEPTH WOOD ROOF TRUSSES. 12d COMMON � WIRE NAILS 0 4" O.C. �� STAGGERED UPLIFT-/ CONNECTOR DOUBLE TOP PLATE RAFTER TAIL DETIAL 1'-4" Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 Pp CEN 3311 AT OF Luis A. Ponti`o, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO e ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO @ ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. =z U �7 Q v+ w w nI W U m � J O Z a Q W m Q � J CD O � W ~ � m J U MISC FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME CAPTIVA—COASTAL DESIGN/DRAWN/CHECKED JWA CMJ LAP DATE 07.16.18 SCALE AS NOTED LI'A No. TOLL -18-00769 CONTROL No. 3802 SIIEET 50.2 SHEET 3 OF % O LO -t 87'-10" 1, 9'-10" I r 4�'-11%2" 2'-8" 26'-4%2" 11 ,_ 1'-0" 1 S1.01 Arm ----T�-- 1'-10" FOOTING SCHEDULE AND NOTES TYPE I LENGTH I WIDTH I DEPTH I BOTTOM BARS F2.0 2'-0" DESIGNATES FOOTING LINE 2'-0" 1'-0" 3-#5 EA. ...... 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 3'-6" 3'-6" 1'-0" 4-#5 EA. WAY BOT. F4.0 4'-0" 4'-0" 1'-0" 4-#5 EA. WAY BOT. F4.5 4'-6" 4'-6" 1'-0" 4-#5 EA. WAY BOT. SLIDING GLASS DOOR' 3 I N S1.01 FRAMES MUST BE RECESSED I I I F • SEE ARCHITECTURAL PLANS I FOR LOCATON OF SLIDING 4 �s1.o1 I PROVIDE SAW CUTS PER 10B 2/S1.0, BUILDER TO o GLASS DOORS. I \� I COORDINATE WITH FINISH S1.01 ob 4"' CONCRETE SLAB w/ O 0 I FLOOR MATERIAL. J FIBERMESH @ 1.5 LBS/CU.YD. I - STAIRS BIY 9 I OF CONCRETE OR 6x6 W1.4xW1.4 00,( BILDER S1.o1 WWF ON EMIL VAPOR BARRIER L IN PREPARED GRADE. - - - - - 1 X' PAVERS ROV-IDE CUTS PER 2/S1.0, BUILDER TO �o ] N cNo I CIO BY OTHERS COORDINATE WITH FINISH SIM FLOOR MATERIAL. _ 6 11 0B I STAIRS BY QD S S101 12' -5 S1.01 Do BUILDER 0 III I S6 1.01 I 6 4 1 3 3 \ \ S1.01 S1.01 S1.01 I S1.01 I On 24'-10" 7'-10" 4'-3 i II I� 6 8 S1.01 PAVERS E` S 101 BY OTHERS -`-A-W --P 6, _ S1.01 - _.-.. 8 S1.01 9 S1.01 CO „ 22'-8" 8,-0lo/ N I 6 1 I QO 00 PROVIDE 2-#4x4'-0" Ln NER CRACK BARS RSL o 6 - - - AT B MONO FOOTING TO 51.01 MID-DEPTH.(TYP) of I'` STEMWALL w/ (2)#5x30 oil DOWELS EPDXIED 6" MIN. (TYP.) 11 "ID ----------- I F^ I I_. ----T�-- 1'-10" FOOTING SCHEDULE AND NOTES TYPE I LENGTH I WIDTH I DEPTH I BOTTOM BARS F2.0 2'-0" DESIGNATES FOOTING LINE 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 3'-6" 3'-6" 1'-0" 4-#5 EA. WAY BOT. F4.0 4'-0" 4'-0" 1'-0" 4-#5 EA. WAY BOT. F4.5 4'-6" 4'-6" 1'-0" 4-#5 EA. WAY BOT. 1. THIS FOUNDATION PLAN ')NLY 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. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557_ S1.01 2 1 S1.01 S1.01 FOUNDATION PLAN SCALE: 1/4" = 1'-0" 75'-0" 87'-10" -------------4-- i 11'-0" 5-4" 5 Y MIJULS LL(jENU - - - - - DESIGNATES FOOTING LINE - DESIGNATES SAWCUT LINE VtL/_LCI� INTERIOR LOAD BEARING WALL DESIGNATES SLAB RECESS Lou roniiso anci Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 1'h. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 ................ A. • P ONTic'- � No. 311 STAT N A 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. FOUNDATION 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 CAPTIVA-COASTAL DESIGN/DRAWN/CHECKED JWA / CMJ LAP DATE 07.16.18 SCALE AS NOTED LPA No. TOLL -18-00769 CONTROL No. 3802 SHEET S1.0 SHEET 4 OF 7 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 F AMING AND ANCHORAGE PER CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PROVIDE C CORNER BARS ( YPICAL) 12" HOOK INTO SLAB. MONO SLAB FOOTING AT PORCHES, WHEN SPECIFIED ON PLAN. . COURSE. FILL CELLS SOLID. SLAB ON GRADE, - _... SEE PLAN. �\ 25" I STEMWALL IS GREATER i v-m\�/\'/\ #4 D )WEL TO MATCH VERT. STEMWALL SCHEDULE CMU REINFORCING COURSES ALL REINFORCING (SEE 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. 1 STEMWALL FOOTING S1.01 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. 8" CMU STEM WALL W/ #4 VERTICAL DOWELS © 24" O.C. 90° BEND INTO FTG. b I o 1 1 CONTINUOUS CONCRET FOOTING v 3" CLEAR rK Q 10"x20" U J w/ 2—#5 CONT. STEMWALL AT GARAGE SCALE: 3/4" = 1'-0" z Z X CO �a 0 z TYPICAL WALL FRAMIN AND ANCHORAGE PER CONSTRUCTION SPECS a J 1 � � 1 p� a ALT. FOOTING AT BUILDERS DISCRETION. Y _#3 @ 48" O.C. OR ROD CHAIRS (TYP.) 12" TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. 1—#5 CONT., PROVIDE CORNER BARS (TYP.) SEE 7B/S1.01 SEE ARCH PLAN i SLAB ON GRADE, SEE PLAN. SHOWER PAN SLOP ES TO DRAIN, SEE ARCH PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. \� STEMWALL, SEE 1 /S1.01 FOOTING W/ SHOWER RECESS (IF REQUIRED) 1 " DEEP SAWCUT w/ SLAB ON GRADE, SEE PLAN SLAB ON ELASTOMERIC SEALANT—\ GRADE— SEE PLAN t7 NOTES: 1) PROVIDE SAWCUTS TO CREATE APPROXIMATE 12' 12' MAX. SQ. 2) SAWCUT CONC. SLAB WITHIN 4 TO 12 HOURS OF CONC. PLACEMENT. /`_5� SAW CUT DETAIL S1.01 BOND BEAM w/1—#5 I SLAB ON x GRADE, < SEE PLAN. GRADE OR CONIC SLAB, SEE PLAN. w/(2)#5 CONT. 8 MONOLITHIC EDGE FOOTIN 9 S1.01 S1.0 PAVER BY OTHERS 1 .8" MASONRY /STEM WALL w/ ° \\`I—#4 @ 48" 0. C. a 4 .4 12" THICK x 20" WIDE w/ (2)#5 CONT. PORCH STEM WALL WALL FRAMIN TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. 8" CMU OPEN BOTTOM LINTEL BLOCK w/ 1—#5 CONTINUOUS SLAB ON GRADE— v n SEE PLAN I uj° SLAB ON --------_- °— GRADE, SEE PLAN. I ° 4 / oo /J OPTIONAL 8"x16" 1—STORY, w/(2)#5 CONT. 2" FLAIR 8"x2o" 2—STORY, w/(2)#5 CONT. BEARING AT INTERIOR MATCH DOOR WITH, SEE ARCH. PAVING BY BUILDER E. J. MATERIAL THICKENED EDGE w/ 1—#5 CONT. a ° • a4 • a a � f� Q 3" CLEAR w —' 10"x20" U w/ 2—#5 CONT. GARAGE STEM WALL (IF REQUIRED) 3/4" RECESS SLAB ON ' GRADE, ° SEE PLAN. 12"x12" DETAIL 10B 1#5 CONT. SLAB ON GRADE, SEE PLAN. a 8"X8" DETAIL 10A THICKENED SLAB SOLE PLATE ANCHOR, SEE 3/SO.0 "-�8" CMU STEM WALL W/ #4 VERTICAL DOWELS © 24" O.C. 90° BEND INTO FTG. CONTINUOUS CONCRETE FOOTING a STEP, SEE _-- ARCH. n-4' (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 ----> _., 4- GRADE, SEE PLAN. co 3" f 8"x16" 1—STORY, w/(2)#5 CONT. 8"x20" 2—STORY, w/(2)#5 CONT. MONO. FOOTING AT STEP-DOWN ;t. Associates. Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 P0NT�'-,, o. N 53 11 S TE GF Luis A. Ponti3o, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. FOUNDATION DETAILS L NOT SCALE DIMENSIONS FROM E DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE CHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME CAPTIVA—COASTAL DESIGN/DRAWN/CHECKED JWA CMJ LAP DATE 07.16.18 SCALE AS NOTED LI'A No. TOLL -18-00769 CONTROL No. 3802 SHEET S1.01 SHEET 5 OF % STEM ALL REINFORCING (SEE e SCHE)ULE) w/ 6" HOOK INTO z i a \ FOOTING. LAP VERT REINFORCING r �\ 25" I STEMWALL IS GREATER • THAN (3) COURSES. \\� CONT. CONCRETE FOOTING 8"d x 16"w 1—STORY, w,/(2)#5 CONT. j 10"d x 20"w 2—STORY, w/(3)#4 OR (2)#5 CONT. 1 STEMWALL FOOTING S1.01 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. 8" CMU STEM WALL W/ #4 VERTICAL DOWELS © 24" O.C. 90° BEND INTO FTG. b I o 1 1 CONTINUOUS CONCRET FOOTING v 3" CLEAR rK Q 10"x20" U J w/ 2—#5 CONT. STEMWALL AT GARAGE SCALE: 3/4" = 1'-0" z Z X CO �a 0 z TYPICAL WALL FRAMIN AND ANCHORAGE PER CONSTRUCTION SPECS a J 1 � � 1 p� a ALT. FOOTING AT BUILDERS DISCRETION. Y _#3 @ 48" O.C. OR ROD CHAIRS (TYP.) 12" TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. 1—#5 CONT., PROVIDE CORNER BARS (TYP.) SEE 7B/S1.01 SEE ARCH PLAN i SLAB ON GRADE, SEE PLAN. SHOWER PAN SLOP ES TO DRAIN, SEE ARCH PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. \� STEMWALL, SEE 1 /S1.01 FOOTING W/ SHOWER RECESS (IF REQUIRED) 1 " DEEP SAWCUT w/ SLAB ON GRADE, SEE PLAN SLAB ON ELASTOMERIC SEALANT—\ GRADE— SEE PLAN t7 NOTES: 1) PROVIDE SAWCUTS TO CREATE APPROXIMATE 12' 12' MAX. SQ. 2) SAWCUT CONC. SLAB WITHIN 4 TO 12 HOURS OF CONC. PLACEMENT. /`_5� SAW CUT DETAIL S1.01 BOND BEAM w/1—#5 I SLAB ON x GRADE, < SEE PLAN. GRADE OR CONIC SLAB, SEE PLAN. w/(2)#5 CONT. 8 MONOLITHIC EDGE FOOTIN 9 S1.01 S1.0 PAVER BY OTHERS 1 .8" MASONRY /STEM WALL w/ ° \\`I—#4 @ 48" 0. C. a 4 .4 12" THICK x 20" WIDE w/ (2)#5 CONT. PORCH STEM WALL WALL FRAMIN TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. 8" CMU OPEN BOTTOM LINTEL BLOCK w/ 1—#5 CONTINUOUS SLAB ON GRADE— v n SEE PLAN I uj° SLAB ON --------_- °— GRADE, SEE PLAN. I ° 4 / oo /J OPTIONAL 8"x16" 1—STORY, w/(2)#5 CONT. 2" FLAIR 8"x2o" 2—STORY, w/(2)#5 CONT. BEARING AT INTERIOR MATCH DOOR WITH, SEE ARCH. PAVING BY BUILDER E. J. MATERIAL THICKENED EDGE w/ 1—#5 CONT. a ° • a4 • a a � f� Q 3" CLEAR w —' 10"x20" U w/ 2—#5 CONT. GARAGE STEM WALL (IF REQUIRED) 3/4" RECESS SLAB ON ' GRADE, ° SEE PLAN. 12"x12" DETAIL 10B 1#5 CONT. SLAB ON GRADE, SEE PLAN. a 8"X8" DETAIL 10A THICKENED SLAB SOLE PLATE ANCHOR, SEE 3/SO.0 "-�8" CMU STEM WALL W/ #4 VERTICAL DOWELS © 24" O.C. 90° BEND INTO FTG. CONTINUOUS CONCRETE FOOTING a STEP, SEE _-- ARCH. n-4' (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 ----> _., 4- GRADE, SEE PLAN. co 3" f 8"x16" 1—STORY, w/(2)#5 CONT. 8"x20" 2—STORY, w/(2)#5 CONT. MONO. FOOTING AT STEP-DOWN ;t. Associates. Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 P0NT�'-,, o. N 53 11 S TE GF Luis A. Ponti3o, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. FOUNDATION DETAILS L NOT SCALE DIMENSIONS FROM E DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE CHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME CAPTIVA—COASTAL DESIGN/DRAWN/CHECKED JWA CMJ LAP DATE 07.16.18 SCALE AS NOTED LI'A No. TOLL -18-00769 CONTROL No. 3802 SHEET S1.01 SHEET 5 OF % I I _ > I I \ I LD 6x6 P.T. SYP#2 POST N N w/ABU66. SEE DETAIL 2/S0.1. (TYPICAL) I I _j I I SHEATH CONT. PRIOR TO FRAMING SGD . POCKET I I � I I I (A STRUCTURAL BRACKET PER DETAIL 12/SO.2 (2 PLACES). STRUCTURAL BRACKET PER DETAIL 12/SO.2 (2 PLACES). (2)2x6 SPF#2 POST. BEAM TO STUDS w/ (2)MSTA24 (2)2x6-1/1 (2)2x6-1/1 I 1 I (2)2x12-2/1 PROVIED IN. (2) INTERMEDIATE JACK STUDS. FASTEN TOP & BOTTOM w/ SDWC156 0 STRAP HEADER PER 7/S0.1 STRAP HEADER PER 8/SO.0 2x4 SPF#2 STUDS --@ -ATE STUID_Sw 1 koo 0 48" I,C. FASTEN TOP OF WALL PER DETAIL 5/S0.1. PROVIDE MIN. (2)INTERMEDIATE JACK STUDS. FASTEN TOP & BOTTOM w/ SDWC15600 (3)2x8-1 /2 I I I I I OSB WALL SHEATHING. FIRST FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" (2)2x6-1/1 (2)2x6-1/1 2)2x 1/1 So�c Sq �F T 600 O S �), 0W 0 FASTEN TOP OF WALL PER DETAIL 5/S0.1. (2)2x6-1 /1 (2)2x6-1 /1 EARWALL NOTE: SW: 3/6 M U) NO SW: 3/6 DESIGNATES SHEARWALL NAILING - 8d © 3" EDGE AND 6" "FIELD" SOLE PLATE ANCHORS - SEE SCHEDULE ON ON DETAIL 3/SO.0 SOLE PLATE ANCHOR SPACING SCHD ALL EXTERIOR WALL 42" O.C. UNLESS OTHER NOTED LINE DESIGNATES SIDE OF WALL THE SHEARWALLS 24" O.C. (SW 8d®3"/6") 8d ® S1 DESIGNATES 8d COMMONS SOI I PLT ® # WHEN NOTED ON PLAN SEE NOTE 2 1. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/S0.0 2. ANCHOR SPACING SHALL BE AS NOTED. FOR EXAMPLE - SOLE PLT @ 36" = 36" ON -CENTER SPACING H X N 2x4 BLOCKING @ 24" O.C. SHEATHING NAILER LLJ Q \ I LLJ N N LLJ CD N N c� I W Q W N N LLJ 0 N Q CJ Q v I SEE DETAIL 1/SO.2.-\ r- I 2x10 SEE DETAIL 1 /SO.2. STRUCTURAL BRACKET PER DE 10/S0.2 I IX N N SEE DETAIL 1/ 9/SO.2. JI 6x6 P.T. SYP#2 POST w/ABU66. SEE DETAIL 2/S0.1. (TYPICAL) SEE 3/S0.1 FOR BEAM CONN. (TYPICAL) CRIPPLE STUDS @ 16"o.c, NAIL TO ADJACENT STUD w/3 -10d COMMONS WALL SHEATHING -/ (2)2X12 SYP#2 PLATE~ 10d COMMONS ® 6"o.0 2x4x12" LONG ADJACENT TO STUD. FASTEN TO HEADER WITH 2-SDWC15600 SCREWS. STRUCTURAL BRACKET PER DE 10/SO.2 STRUCTURAL BRACKET PER DE 10/SO.2 _ROOF TRUSSES 2X6 FLATWISE BLOCKING w/3-0.131 X3" EACH SIDE 2-SDWC15600 AT EA BLOCKING I WALL SHEATHING CONTINUOUS. �� CRIPPLE STUDS ©16 O.C. WALL SHEATHING CONNECTING BUCK AND PLATE w/8d © 3" EACH SIDE SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW: 3&4 SHEARWALL SHEATHING TO BE APPLIED. 8d ® S1 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 3's" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 X 36 A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 ADIAMETER THREADED RO TER ROD TERMINATES AT FIRST FLOOR ® TOP PLATE, SEE DETAIL 12/SO.1 /�� R" ATER 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 9'-1" 2x4 SPF#2 ® 16" O.C. MAX EXTERIOR 10'-1 2x6 SPF#2 0 16" O.C. or MAX 2x4 SPF#2 ® 12" O.C. EXTERIOR 10'-1 TO 14'-0" 2x6 SPF#2 ®16" O.C. INTERIOR 011 1 0' _0" MAX 2x4 SPF#2 ® 16" O.C. INTERIOR 12'-0" 2x6 SPF#2 ® 16" O.C. Q MAX 2x4 SPF#2 ® 12" O.C. S7I10 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 LOW PINE. TAL 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.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/S0.1 FOR SHEATHING SPLICE LOCATIONS FOR MULTI STORY CONDITIONS 2. SEE SHEET SO.0 FOR WALL SHEATHING SPECIFICATIONS. LUPPER 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.O FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 6/SO.0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.0 5. AT SHEARWALLS, PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 5/SO.1 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/S0.1 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING AND HOLD DOWNS CS18 STRAPPING DETAIL CS18 STRAP w/ 10" END LENGTH. FASTEN I THIS END W/ 9-10d. WALL FRAMING (1 w i O W szi � I� NO NAILS REQUIRED FLOOR I IN CLEAR SPAN TRUSSES OR JOIST. 0 Z WALL FRAMING I ``' Uj I�I O J I- 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 PO,,,,,,, .......... Tic,,'',, J ,�GENSF O ' �v. N 11 T T OF n. 0NA_ Luis A. Ponti;o, PE FL PE#53311 REVISIONS DATE If 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 E ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. FIRST FLOOR FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME CAPTIVA-COASTAL DESIGN/DRAWN/CHECKED JWA / CMJ /LAP DATE 07.16.18 SCALE AS NOTED LPA No. TOLL -18-00769 CONTROL No. 3802 SHEET S1.1 SHEET 6 OF % O.. SIM 2— S0.1 PORCH CEILING SHEATHING AT BOTTOM CHORD OF TRUSS SEE 2/S0.1. O (2)HTS16 J06 T01 0 J12 �P/ HS0.1 8 So. HTS1 HTS16 HTS16 I-- IIIA F— F_ []II/mE FLOOR AND ROOF TRUSS PLACEMENT PLAN SCALE: 1/4" = 1'-0" H TS16 H HTS1 II Vol N J3 8 SO.2 g 2 PORCH OILING SHEATHING S;02\—AT 50.1 BOTTOM CHORD OF SIM TRUSS SEE 2/S0.1. TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 SCREW UNLESS OTHERWISE NOTED Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 P• P .5 11 O1 -* zC SAT OF 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. 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 E.O.R. PLAN NAME CAPTL A—COASTAL DESIGN/DRAWN/CHECKED JWA CMJ /LAP DATE 07.16.18 SCALE AS NOTED LPA No. TOLL -18-00769 CONTROL No. 3802 SHEET S1.2 SHEET 7 OF % 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 Ste. 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 s>ss��"3'Zw 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 221' 10' 0' 30' �PUD__D_IRECTLY BELOW TRUSS Y"Max SDWC15600-I' DWC15600 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 1tZ 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) mo STUD NOT DIRECTL BELOW TRUSS ®Do not install SDWC in hatched area SDWC15600 Overhang1 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 splice Offset for full values STUD NOT DIRECTL BELOW TRUSS SDWC AT TOP PLATE SPLICE Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 P• P .5 11 O1 -* zC SAT OF 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. 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 E.O.R. PLAN NAME CAPTL A—COASTAL DESIGN/DRAWN/CHECKED JWA CMJ /LAP DATE 07.16.18 SCALE AS NOTED LPA No. TOLL -18-00769 CONTROL No. 3802 SHEET S1.2 SHEET 7 OF %