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1644 MARITIME OAK DR - NEW HOME STRUC. DWG'SDESIGN SPECIFICATIONS DESIGN CODE: TRIBUTARY AREA (sf) 2017 FLORIDA BUII I ING 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 TnP CHORD DEAD LOAD c /TII r rr� 1n not COMPONENTS & CLADDING ALLOWABLE DES GN PRESSURES TRIBUTARY AREA (sf) INTERIOR EDGE STRIP (PSF): ZONE (PSF) a' = 4'-6" 10 +25.6 -27.7 +25.6 -34.2 50 +22.9 -25.0 +22.9 -28.8 100 +21.8 -21.9 +21.8 -26.6 GARAGE DOOR PRESSURES PSF 1 CAR CONNECTORS GARAGE +22.9 DOOR USP A35 (8'x7') _28 8 2 CAR (3)2x4 SYP #2 GARAGE +21.8 DOOR 5 8d (16'x7') -23 9 FL# CODE "" """' DEAD "'•"' LV JI IILC JrI IIVVLCJ . Y"' P USP MSTA24 1640 1455 (9)10d EA. END BOTTOM CHORD LIVE LOAD 10 psf 0 psf THE VALUES ABOVE ARE LLOWABLE WIND PRESSURE VALUES (ASD). THE BOTTOM CHORD DEAD LOAD 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY USP MSTA36 2065 2065 (13)104 EA. END DEFLECTION CRITERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 /2"� 'OD TO FTG. ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/240 SHALL BE PERMITTED USP JUS28 1305 1305 (6)104 TO HEADER FLOOR FRAMING: LIVE LOAD L/360 &TOTAL LOAD L/240 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 5/,"0 ROD TO FTG. 0.75" MAX ANY CASE POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. USP HTT22 5370 5370 %"0 ROD TO FTG. WIND LOADING: LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 5/8"� :OD w/ (12)16d ASCE 7-10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF USP PAU66 2535 5/8"0 ROD w/ (12)15d BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS 0PLUS = PRESSURE AND MINUS = SUCTION. OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR USP MSTAM24 1545 1455 (5)'/4"x2-1/4 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 WNDOW/DOOR MANUF./SUPPLIER & SHALL MEET SIMPSON CONNECTORS THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. BASIC WIND SPEED (ASCE 7-10) - - - - - - 130 MPH IMPORTANCE FACTOR --------------- 1.00UPLIFT MEAN ROOF HEIGHT - - - - - - - - - - - - - - - - 25.0 FT o '� a-° k CONNECTOR SYP SPF FASTENERS FL# CODE ROOF PITCH - - - - - - - - - - - - - - - - - - - 7/12 = A35 450 450 12-84x1 /2" 10446.4 BUILDING CATEGORY - - - - - - - - - - - - - - - - II a H2.5T 600 520 5-8d EA. END 11478.3 EXPOSURE CATEGORY - - - - - - - - - - - - - - - C DENOTES EDGE STRIP. ENCLOSURE CLASSIFICATION - - - - - - - - - - - -ENCLOSED i" SEE C & C CHART HTS16 1150 1085 16-104 A. END 10456.6 INTERNAL PRESSURE COEFFICIENT - - - - - - - - - - t .18 ABOVE FOR 'a DIMENSION MTS12 1000 860 7-10dx1 /2" EA. END 10456.3 I I o HTS20 1450 1245 24-10dxl'/2" EA. END 13872.3 o --J �_ MSTA24 - 1765 1 70 2 9 104 EA. END 1 3872.4 MATERIAL SPECIFICATIONS MSTA36 2050 1870 13-1Od EA. END 13872.8 HARDWARE AND ANCHORS: -1 L_ -JaHTT4 3480 3080 18-16d TO TRUSS/BEAM 11496.2 ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH [NOT ACTUAL PLAN] SIL all 1-5/,"0 ROD TO FTG. ASTM A 307 OR ASTM F 1554 GRADE 36. WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE 8). SCOPE OF SERVICE 32-16d TO TRUSS/BEAM HTT5 5250 4670 NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. 5 11496.2 METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO 1- /8"0 OD TO FTG. EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS:LUS28 930 780 6-10d T HEADER RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER HALL NOT HAVE CONTROL OR BE RESPONSIBLE 4-10d T JOIST 10655.113 DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" FOR CONSTRUCTION MEANS, ETHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY 14-16d ro HEADER LARGER THAN REBAR SIX AND /8" LARGER THAN THREADED ROD SIZE. OTHER PERSONS PERFORMINGTHE WORK OR FOR THE FAILURE FOR ANY OF HU410 905 785 6-16d TD JOIST ANCHORING .) 10531.36 THEM TO CONSTRUCT THEW RK IN ACCORDANCE WITH THE CONTRACT ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): DOCUMENTS. ABU44 2200 5/8"0 ROD EPDXIED 6" MIN 10849.6 EPDXY: ITW RED HEAD A7 ABU66 2300 5/a"0 RO EPDXIED 6" MIN 10849.6 REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. LIMITS OF STRUCTURAL ENGI IEERING DESIGN RESPONSIBILITIES: THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET N/A N/A SIMPSON EPDXY-TIE 11506.4 STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, WELDED WERE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, ALL FRAMING AND REQUIRED SHEATHING AND 10-164 r0 STUD/BEAM/POST LTT208 1675 1675 11496.3 LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTNG 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 AND ROOF TRUSSES, FLOOR FRAMING NOI LSTA12 805 695 10-104 13872.5 MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND ANY ARCHITECTURAL, MECHANICAE OR ELECTRICAL SYSTEM. CS16 1705 1705 13-8d 10852.1 GENERAL NOTES CONSTRUCTION SPECIFICATIONS FLOOR SHEATHING SPECIFICATIONS 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON ® 6" O.C. EDGE & FIEL ROOF SHEATHING SPECIFICATIONS: SHINGLE- MIN. 7/j,", 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. WTHIN 4'-0" OF ROOF EDGE). TILE - MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK ® 6" OC. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF !OOF EDGE). METAL - MIN. 1/2", 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS ® 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). WALL SHEATHING SPECIFICATIONS: FLEXIBLE FINISH -MIN. 7&" 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. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER ALL SHALL BE CONSIDERED BRITTLE FINISH. STUCCO FINISH. -MIN. 7/,,", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENE 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 ACORDANCE WITH AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 2 DAY COMPRESSIVE STRENGTH OF CON BE R psi PER ASTM GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/e PLACED A AN 8" TO CONTRACTOR SHALI BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. CONCRETE MASONRY UNITS (CMU): CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL VWIGHT, 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 C URSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5-0". MASONRY STEMWAI LS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE -1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BODS, 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 HALL BE REINFORCED FULL HEIGHT WITH - #4 ® 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". CLAY MASONRY (BRICK): BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. CONCRETE SPECIFICATIONS: ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED It ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. GENERAL NOTES: FOOTING AND FOUNDATIONS: FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDINGE F 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 (CLA ) SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS ND LOCATION FROM THE FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE 3 @48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS CONCRETE SLABS ON GRADE: SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. WOOD FRAMING SPECIFICATIONS: ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE -TREATED. IF, ACQ OR NON -DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. PRE-ENGINEERED WOOD TRUSSES: SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING ISIN TALLED AT ALL TRUSSES AS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS -TO -TRUSS CONNECTIONS AND TRUSS PROFILES RE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BR CING PER 'COMMENTARY AND RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIE -91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUS . WHEN USING (2) STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. ROOF COVERING SPECIFICATIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUA ." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FORTE 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 ANDABBREVIATIONS MEMBERS CONNECTION I N FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN ® INTERIOR LOAD BEARING WALL BUILT-UP POST IN THE WALL TOP PLATE TO TOP PLATE FACE NAIL 2 -GUN NAILS @ 12" STAG. L3'/2 x3'/2 x'/a 4" 6'-0" GABLE X -BRACE, SEE DETAIL 10 50.1 TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3 -GUN NAILS L4x31/2"x'/4 6" 8'-0" HEADER SIZE JACK AND DBL. TOP PLATE TO STUD FACE NAIL (2-164) 3 -GUN NAILS DESIGNATES SHEARWALL. THE (2)2x8-1/2 KING STUD QUANTITY. L5x3'/2 "x'/4 6" 10'-0" HIDDEN LINE DESIGNATES SIDE OF RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6") GUN NAIL @ 6'__ ---------- WALL THE SHEARWALL SHEATHING L6x3'/2 "x'/4 6" 12'-0" SW 3"/6" TO BE APPLIED. 8d 0 3/6 CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5 -GUN NAILS L7x31/2 "x'/4 6" 16'-0" - -� DESIGNATES 8d COMMONS 0 3" CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4 -GUN NAILS O.C. EDGE & 6" O.C. "IN THE 1. STEEL LINTELS TO BE MINIMAL 36" FIELD" CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8 -GUN NAILS LINTEL MUST HAVE CORR SION BRICK JOIST/ RESISTANT COATING OF EPDXY BASED i=====~ VENEER ADJ - ADJACENT LG - Long TRUSS TO PLATE TOE NAIL (2-164 3 -GUN NAILS PAINT.BM MANUf- - II -J WEATHER BOT-BBOTTOM MONO - Monolithicoture RAFTER TO PLATE TOE NAIL (3-8d) 3 -GUN NAILS I+ I BARRIER BRG - BEARING OC - On Center ___ JACK RAFTER TO HIP TOE NAIL (3-104) 4 -GUN NAILS 2. LINTEL MORE THAN 8'-0". SHOULD BE LATERALLY SUPPORTED NOT TO I i CMU - CONCRETE MASONRY UNIT OSB Oriented Strand Board DBL - DOUBLE PERP - Perpendicular ROOF RAFTER TO 2r- RIDGE BM. TOE NAIL (2-16d) 3 -GUN NAILS EXCEED 6 FT. O.C. w/ 2 /4x3" WD. I` _? DIA - DIAMETER PRE ENG - Pre Engineered CONT. HEADER, TWO PIECES FACE NAIL 164® 16" O.C. @ EDGE SCREWS INTO HEADER PROVIDE A '/2" LINTEL EA - EACH PSF Pounds per Square Foot -� VERTICAL SLOTTED HOLE FOR SCREW. ATTACHMENT EE - EACH END PSI - Pounds per Square Inch CONT. HEADER TO STUD TOE NAIL (3-16d) 4 -GUN NAILS ====H SEE NOTE 2 EOR - ENGINEER OF RECORD PT - PRESSURE TREATED STUD TO SOLE PLATE TOE NAIL (3-164) 4 -GUN NAILS 3. BRICK VENEER ATTACHMENT: EQ - EQUAL QT - Quick Tie HORIZONTAL TIES ® 24" O.C., VERT. } EXT - EXTERIOR REINF - Reinforce SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d @ 16") GUN NAIL ©8" TIES ®12" O.C.. (FOR 1 Omph HEADER, � L FLASHING FBC - FLORIDA BUILDING CODE SF - Square Foot WIND -ZONE VERT. TIES Cc, 16" O.C.). SEE PLANBRICK LINTELFDN - FOUNDATION SPF Spruce Pine Fur , NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN FT - FOOT SYP Southern Yellow Pine 3"x0.131"0 = GUN NAILS 2"x0.113"0 = RINK SHANK 12" OF OPENINGS. PROVI E3/,s"0 WEEP SEE SCHEDULE FTG - FOOTING THRU - Through 2"x0.113"0 = 6d 2' 2"x0.131"0 = 8d HOLES ®33" O.C. IMMEDATELY ABSECTION VIEW HDR - HEADER TYP Typical HORIZ - HORIZONTAL LION Unless Otherwise Noted 3"x0.148"O = 10d 3/2"x0.162"0 = 16d FLASHING. OF BRICK LINTEL LBS - POUNDS VERT - Vertical 1'/,%0.148"0 = 10dx1'/2 " 11/2 "x0.131 "O = 8dx11/2 " WWF 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/lOd MASONRY CUT NAILS 48" O.C. MINIMUM. SEE FOUNDATION PLAN ADDITIONAL ANCHORS AT SHEARWALLS INTERIOR BEARING WALL: SEE PLAN FOR STUD SIZE AND O.C. SPACING. CONTINUOUS BLOCKING WITHIN FLOOR SYSTEM___, WHERE POST IS ABOVE. 8d COMMON 0 3" O.C. F ---- I 19 I f L---- - J SYP#2 DBL. TOP PLATE. SEE 5/S0.0. 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) 0 2x4, (3) ® 2x6, (4) ® 2x8. 2x -BLOCKING ONLY REQUIRED IF SHEARWALL. ' I I I I L FASTEN LOWER STUD PERMANENT TRUSS 8d TO TALLER STUD w BRACING BY OTHER. COMMON 2 -ROWS OF 10d COMS 0 3" O.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" O.C. FLOOR SHEATHING, Ir r SEE SPECIFICATIA. ` I 7 1 I I -- SEE 1 /SO.1. BLOCKING ONLY REQUIRED AT SHEARWALLS AND - STUCCO FINISH. INTERIOR BEARING WALL: SEE SCHEDULE FOR STUD SIZE AND O.C. SPACING. 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 16"MAX. ® 12 O.C. TYPICAL SOLE PLATE NAILING: 0.131x3" TOE NAILS: (3) ® 2x4, (4) ® 2x6, 5 ® 2x8. PT. SYP#2 SOLE PLATE. WALL SHEATHING SEE DETAIL 1 SO.1 d•. FOR SPLICING ' OPTIONS. __1 WALL FRAMING AT I PLATE CHANGE CONDITION TYPICAL TOP PLATE NAILINr,•PLATE SPLICE -0" MIN. SPLICE LENGTH FASTEN ALL TOP PLATES / (16) 0.131x3" NAILS TOGETHER w/ (3) ROWS EVENLY SPACED OF .131x3 ® 12" O.C. STAGGERED. SYP#2 SYP#2 DBL. HEADER, TOP PLATE. PER PLAN. USP CONNECTORS CONNECTOR UPLIFT SYP SPF F STENERS USP A35 450 450 (9)1Odxl'/2" (3)2x4 SYP #2 USP RT7 585 495 5 8d EA. END USP RT8A 775 650 (5)10dx1'/2" EA. END USP MTW12 1195 860 (7)10d 1'/2" EA. END USP HTW20 1450 1245 (12)1Odx11/2" EA. END FL# CODE "" """' DEAD "'•"' LV JI IILC JrI IIVVLCJ . Y"' P USP MSTA24 1640 1455 (9)10d EA. END BOTTOM CHORD LIVE LOAD 10 psf 0 psf THE VALUES ABOVE ARE LLOWABLE WIND PRESSURE VALUES (ASD). THE BOTTOM CHORD DEAD LOAD 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY USP MSTA36 2065 2065 (13)104 EA. END DEFLECTION CRITERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 /2"� 'OD TO FTG. ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/240 SHALL BE PERMITTED USP JUS28 1305 1305 (6)104 TO HEADER FLOOR FRAMING: LIVE LOAD L/360 &TOTAL LOAD L/240 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 5/,"0 ROD TO FTG. 0.75" MAX ANY CASE POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. USP HTT22 5370 5370 %"0 ROD TO FTG. WIND LOADING: LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 5/8"� :OD w/ (12)16d ASCE 7-10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF USP PAU66 2535 5/8"0 ROD w/ (12)15d BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS 0PLUS = PRESSURE AND MINUS = SUCTION. OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR USP MSTAM24 1545 1455 (5)'/4"x2-1/4 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 WNDOW/DOOR MANUF./SUPPLIER & SHALL MEET SIMPSON CONNECTORS THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. BASIC WIND SPEED (ASCE 7-10) - - - - - - 130 MPH IMPORTANCE FACTOR --------------- 1.00UPLIFT MEAN ROOF HEIGHT - - - - - - - - - - - - - - - - 25.0 FT o '� a-° k CONNECTOR SYP SPF FASTENERS FL# CODE ROOF PITCH - - - - - - - - - - - - - - - - - - - 7/12 = A35 450 450 12-84x1 /2" 10446.4 BUILDING CATEGORY - - - - - - - - - - - - - - - - II a H2.5T 600 520 5-8d EA. END 11478.3 EXPOSURE CATEGORY - - - - - - - - - - - - - - - C DENOTES EDGE STRIP. ENCLOSURE CLASSIFICATION - - - - - - - - - - - -ENCLOSED i" SEE C & C CHART HTS16 1150 1085 16-104 A. END 10456.6 INTERNAL PRESSURE COEFFICIENT - - - - - - - - - - t .18 ABOVE FOR 'a DIMENSION MTS12 1000 860 7-10dx1 /2" EA. END 10456.3 I I o HTS20 1450 1245 24-10dxl'/2" EA. END 13872.3 o --J �_ MSTA24 - 1765 1 70 2 9 104 EA. END 1 3872.4 MATERIAL SPECIFICATIONS MSTA36 2050 1870 13-1Od EA. END 13872.8 HARDWARE AND ANCHORS: -1 L_ -JaHTT4 3480 3080 18-16d TO TRUSS/BEAM 11496.2 ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH [NOT ACTUAL PLAN] SIL all 1-5/,"0 ROD TO FTG. ASTM A 307 OR ASTM F 1554 GRADE 36. WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE 8). SCOPE OF SERVICE 32-16d TO TRUSS/BEAM HTT5 5250 4670 NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. 5 11496.2 METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO 1- /8"0 OD TO FTG. EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS:LUS28 930 780 6-10d T HEADER RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER HALL NOT HAVE CONTROL OR BE RESPONSIBLE 4-10d T JOIST 10655.113 DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" FOR CONSTRUCTION MEANS, ETHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY 14-16d ro HEADER LARGER THAN REBAR SIX AND /8" LARGER THAN THREADED ROD SIZE. OTHER PERSONS PERFORMINGTHE WORK OR FOR THE FAILURE FOR ANY OF HU410 905 785 6-16d TD JOIST ANCHORING .) 10531.36 THEM TO CONSTRUCT THEW RK IN ACCORDANCE WITH THE CONTRACT ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): DOCUMENTS. ABU44 2200 5/8"0 ROD EPDXIED 6" MIN 10849.6 EPDXY: ITW RED HEAD A7 ABU66 2300 5/a"0 RO EPDXIED 6" MIN 10849.6 REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. LIMITS OF STRUCTURAL ENGI IEERING DESIGN RESPONSIBILITIES: THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET N/A N/A SIMPSON EPDXY-TIE 11506.4 STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, WELDED WERE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, ALL FRAMING AND REQUIRED SHEATHING AND 10-164 r0 STUD/BEAM/POST LTT208 1675 1675 11496.3 LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTNG 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 AND ROOF TRUSSES, FLOOR FRAMING NOI LSTA12 805 695 10-104 13872.5 MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND ANY ARCHITECTURAL, MECHANICAE OR ELECTRICAL SYSTEM. CS16 1705 1705 13-8d 10852.1 GENERAL NOTES CONSTRUCTION SPECIFICATIONS FLOOR SHEATHING SPECIFICATIONS 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON ® 6" O.C. EDGE & FIEL ROOF SHEATHING SPECIFICATIONS: SHINGLE- MIN. 7/j,", 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. WTHIN 4'-0" OF ROOF EDGE). TILE - MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK ® 6" OC. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF !OOF EDGE). METAL - MIN. 1/2", 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS ® 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). WALL SHEATHING SPECIFICATIONS: FLEXIBLE FINISH -MIN. 7&" 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. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER ALL SHALL BE CONSIDERED BRITTLE FINISH. STUCCO FINISH. -MIN. 7/,,", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENE 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 ACORDANCE WITH AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 2 DAY COMPRESSIVE STRENGTH OF CON BE R psi PER ASTM GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/e PLACED A AN 8" TO CONTRACTOR SHALI BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. CONCRETE MASONRY UNITS (CMU): CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL VWIGHT, 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 C URSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5-0". MASONRY STEMWAI LS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE -1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BODS, 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 HALL BE REINFORCED FULL HEIGHT WITH - #4 ® 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". CLAY MASONRY (BRICK): BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. CONCRETE SPECIFICATIONS: ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED It ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. GENERAL NOTES: FOOTING AND FOUNDATIONS: FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDINGE F 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 (CLA ) SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS ND LOCATION FROM THE FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE 3 @48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS CONCRETE SLABS ON GRADE: SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. WOOD FRAMING SPECIFICATIONS: ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE -TREATED. IF, ACQ OR NON -DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. PRE-ENGINEERED WOOD TRUSSES: SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING ISIN TALLED AT ALL TRUSSES AS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS -TO -TRUSS CONNECTIONS AND TRUSS PROFILES RE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BR CING PER 'COMMENTARY AND RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIE -91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUS . WHEN USING (2) STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. ROOF COVERING SPECIFICATIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUA ." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FORTE 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 ANDABBREVIATIONS MEMBERS CONNECTION I N FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN ® INTERIOR LOAD BEARING WALL BUILT-UP POST IN THE WALL TOP PLATE TO TOP PLATE FACE NAIL 2 -GUN NAILS @ 12" STAG. L3'/2 x3'/2 x'/a 4" 6'-0" GABLE X -BRACE, SEE DETAIL 10 50.1 TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3 -GUN NAILS L4x31/2"x'/4 6" 8'-0" HEADER SIZE JACK AND DBL. TOP PLATE TO STUD FACE NAIL (2-164) 3 -GUN NAILS DESIGNATES SHEARWALL. THE (2)2x8-1/2 KING STUD QUANTITY. L5x3'/2 "x'/4 6" 10'-0" HIDDEN LINE DESIGNATES SIDE OF RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6") GUN NAIL @ 6'__ ---------- WALL THE SHEARWALL SHEATHING L6x3'/2 "x'/4 6" 12'-0" SW 3"/6" TO BE APPLIED. 8d 0 3/6 CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5 -GUN NAILS L7x31/2 "x'/4 6" 16'-0" - -� DESIGNATES 8d COMMONS 0 3" CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4 -GUN NAILS O.C. EDGE & 6" O.C. "IN THE 1. STEEL LINTELS TO BE MINIMAL 36" FIELD" CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8 -GUN NAILS LINTEL MUST HAVE CORR SION BRICK JOIST/ RESISTANT COATING OF EPDXY BASED i=====~ VENEER ADJ - ADJACENT LG - Long TRUSS TO PLATE TOE NAIL (2-164 3 -GUN NAILS PAINT.BM MANUf- - II -J WEATHER BOT-BBOTTOM MONO - Monolithicoture RAFTER TO PLATE TOE NAIL (3-8d) 3 -GUN NAILS I+ I BARRIER BRG - BEARING OC - On Center ___ JACK RAFTER TO HIP TOE NAIL (3-104) 4 -GUN NAILS 2. LINTEL MORE THAN 8'-0". SHOULD BE LATERALLY SUPPORTED NOT TO I i CMU - CONCRETE MASONRY UNIT OSB Oriented Strand Board DBL - DOUBLE PERP - Perpendicular ROOF RAFTER TO 2r- RIDGE BM. TOE NAIL (2-16d) 3 -GUN NAILS EXCEED 6 FT. O.C. w/ 2 /4x3" WD. I` _? DIA - DIAMETER PRE ENG - Pre Engineered CONT. HEADER, TWO PIECES FACE NAIL 164® 16" O.C. @ EDGE SCREWS INTO HEADER PROVIDE A '/2" LINTEL EA - EACH PSF Pounds per Square Foot -� VERTICAL SLOTTED HOLE FOR SCREW. ATTACHMENT EE - EACH END PSI - Pounds per Square Inch CONT. HEADER TO STUD TOE NAIL (3-16d) 4 -GUN NAILS ====H SEE NOTE 2 EOR - ENGINEER OF RECORD PT - PRESSURE TREATED STUD TO SOLE PLATE TOE NAIL (3-164) 4 -GUN NAILS 3. BRICK VENEER ATTACHMENT: EQ - EQUAL QT - Quick Tie HORIZONTAL TIES ® 24" O.C., VERT. } EXT - EXTERIOR REINF - Reinforce SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d @ 16") GUN NAIL ©8" TIES ®12" O.C.. (FOR 1 Omph HEADER, � L FLASHING FBC - FLORIDA BUILDING CODE SF - Square Foot WIND -ZONE VERT. TIES Cc, 16" O.C.). SEE PLANBRICK LINTELFDN - FOUNDATION SPF Spruce Pine Fur , NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN FT - FOOT SYP Southern Yellow Pine 3"x0.131"0 = GUN NAILS 2"x0.113"0 = RINK SHANK 12" OF OPENINGS. PROVI E3/,s"0 WEEP SEE SCHEDULE FTG - FOOTING THRU - Through 2"x0.113"0 = 6d 2' 2"x0.131"0 = 8d HOLES ®33" O.C. IMMEDATELY ABSECTION VIEW HDR - HEADER TYP Typical HORIZ - HORIZONTAL LION Unless Otherwise Noted 3"x0.148"O = 10d 3/2"x0.162"0 = 16d FLASHING. OF BRICK LINTEL LBS - POUNDS VERT - Vertical 1'/,%0.148"0 = 10dx1'/2 " 11/2 "x0.131 "O = 8dx11/2 " WWF 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/lOd MASONRY CUT NAILS 48" O.C. MINIMUM. SEE FOUNDATION PLAN ADDITIONAL ANCHORS AT SHEARWALLS INTERIOR BEARING WALL: SEE PLAN FOR STUD SIZE AND O.C. SPACING. CONTINUOUS BLOCKING WITHIN FLOOR SYSTEM___, WHERE POST IS ABOVE. 8d COMMON 0 3" O.C. F ---- I 19 I f L---- - J SYP#2 DBL. TOP PLATE. SEE 5/S0.0. 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) 0 2x4, (3) ® 2x6, (4) ® 2x8. 2x -BLOCKING ONLY REQUIRED IF SHEARWALL. ' I I I I L FASTEN LOWER STUD PERMANENT TRUSS 8d TO TALLER STUD w BRACING BY OTHER. COMMON 2 -ROWS OF 10d COMS 0 3" O.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" O.C. FLOOR SHEATHING, Ir r SEE SPECIFICATIA. ` I 7 1 I I -- SEE 1 /SO.1. BLOCKING ONLY REQUIRED AT SHEARWALLS AND - STUCCO FINISH. INTERIOR BEARING WALL: SEE SCHEDULE FOR STUD SIZE AND O.C. SPACING. 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 16"MAX. ® 12 O.C. TYPICAL SOLE PLATE NAILING: 0.131x3" TOE NAILS: (3) ® 2x4, (4) ® 2x6, 5 ® 2x8. PT. SYP#2 SOLE PLATE. WALL SHEATHING SEE DETAIL 1 SO.1 d•. FOR SPLICING ' OPTIONS. __1 WALL FRAMING AT I PLATE CHANGE CONDITION TYPICAL TOP PLATE NAILINr,•PLATE SPLICE -0" MIN. SPLICE LENGTH FASTEN ALL TOP PLATES / (16) 0.131x3" NAILS TOGETHER w/ (3) ROWS EVENLY SPACED OF .131x3 ® 12" O.C. STAGGERED. SYP#2 SYP#2 DBL. HEADER, TOP PLATE. PER PLAN. DROPPED HEAD OR SILL PLATES n < 4'-4" (1)2x4 SPF #2 SDWC15600 5 6'-4" RAISED HEADER (5)12d TOE NAILS i 8'-4" (3)2x4 SYP #2 SEE ROOF 5 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS FRAMING V0x6" TITEN HD 42" LSYP#2 HEADER, PER PLANS. PLAN FOR KARCHED TRANSOM OPTION SEE RIGHT. WINDOW SILL SEE SCHEDULE FOR SILL SIZE AND CONNECTION EACH END. 2," rSEE FOUNDATION FL PE#53311 I I 2 TYPICAL WALL FRAMING 1 S0.0 I J Y" THREADED ROD EPDXIED 4" OR Y"0x6" SIMPSON TITEN HD. SECTION VIEW WALL SHEATHING SEE DETAIL 1 /SO.1 FOR SPLICING OPTIONS. WALL SHEATHING TO SOLE PLATE RAISE Ya' FROM 8d ®3" SEE DETAILS SEE DETAILS BOTTOM OF SOLE ON ' 1.01 /- ON S1.01 PLAN AND FASTEN F-- ------ --/-� r-- J w/8d COMMON @ 3" II O.C. a I I .4 - - - - L -------J SINGLE STORY MULTY STORY 1 TYP. WALL SECTIONS SIMPSON SDWC15600 SEE ROOF FRAMING PLAN FOR EXTEND SHEATHING VERT. DETAILS. TO TOP OF TRUSS AS SHOWN. PROVIDE 2x4 BLOCKING AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE SPECIFICATIONS BELOW. HEEL 3 1'-0" PRE-ENGINEERED WOOD 2x SPF BLOCKING ROOF TRUSSES. RIPPED TO FIT WITH GAP SHOWN. d < 0 SIMPSON DROPPED HEAD OR SILL PLATES n < 4'-4" (1)2x4 SPF #2 SDWC15600 5 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS i 8'-4" (3)2x4 SYP #2 SEE ROOF 5 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS FRAMING V0x6" TITEN HD 42" LSYP#2 HEADER, PER PLANS. PLAN FOR ATTACHMENTS MUST ANCHOR INTO 2x MATERIAL. 2," rSEE DETAILS. FL PE#53311 SHEATHING MAY 00 SIMPSON TERMINATE AT SIMPSON F SE TOP OF DBL. SDWC15600 SEE NOTE 1. NOTE 1. SEE PLAN. TOP PLATE. SEE NOTE 1. PLAN FOR DETAILS. TYPICAL 5" < HEEL < 1'-0" CONNECTION 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. PROVIDE SOLID BLOCKING ROOF TRUSS CONNECTION KING STUD TO TOP PLATE: SDWC15600 SCREW NOT REQUIRED AT GABLE - ENDS OR OPENINGS LESS THAN 4'-6" KING & JACK STUDS SEE PLAN- KING STUD TO BOTTOM PLATE CONNECTON: SIMPSON SDWC15600 SCREW. OMIT IF SHEARWALL HOLD DOWN IS SPECIFIED. NOT REQUIRED AT GABLE ENDS OR 2 -STORY WALLS 4'-0" 1 MIN. ROUGH OPENING DROPPED HEAD OR SILL PLATES MINIMUM END FASTENER EACH END < 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS 5 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS i 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS 5 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS ARCHED TRANSOM OPTION: 2x SPF DIAGONAL BLOCKING .( • d • _ _ d d.. • SEE PLAN.. `' �' :.a_' .••�•:•.,�, .e ; 12" 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 3x3xY4" SLOTTED WASHER PUSHED TO OUTSIDE 3x3xYa" SLOTTED FACE OF WALL. HASHER PUSHED �0 OUTSIDE -ACE OF WALL. PLAN VIEW = SOLE PLATE ANCHOR QR HOLD DOWN. BUTT JOINT --\ PT. SYP#2 J 12 1Y I SILL PLATE. MAX. MIN. DROPPED HEADEREA. EXT. WALL SPACING FASTENED w/ 3-0.131"x3" END TYPICAL. SHEATHING MAY EXTEND 2" WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE Y2"O EPDXY 42" 24" PAST BLOCKING- WINDOW 4" 2," V0x6" TITEN HD 42" LSYP#2 HEADER, PER PLANS. 3x3xO.229" ATTACHMENTS MUST ANCHOR INTO 2x MATERIAL. 2," Luis A. Pontigo, PE FL PE#53311 JACK AND KING STUDS, SEE PLAN. 10 AT TWO STORY CONDITIONS, WINDOW SILL SEE PROVIDE SOLID BLOCKING SCHEDULE. WITHIN FLOOR SYSTEM AT ALL UPPER LEVEL POSTS & JACK STUDS. SDWC15600 SCREW SEE 8/SO.0. .( • d • _ _ d d.. • SEE PLAN.. `' �' :.a_' .••�•:•.,�, .e ; 12" 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 3x3xY4" SLOTTED WASHER PUSHED TO OUTSIDE 3x3xYa" SLOTTED FACE OF WALL. HASHER PUSHED �0 OUTSIDE -ACE OF WALL. PLAN VIEW = SOLE PLATE ANCHOR QR HOLD DOWN. BUTT JOINT --\ PT. SYP#2 J 12 1Y I SILL PLATE. MAX. 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'/e" WJ �' 2"0 ROUND STEEL WASHER MAY BE USED. SOLE PLATE ANCHOR DETAIL Et SCHEDULE SCALE: 3/4"' = 1'-0- 2 PLY BEAM. 3 PLY BEAM. 4 - (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, j PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. SOLE PLATE CONNECTOR L 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 PLAP 11'/2„ 1'/2"y (3) ROW OF 10d11 NAILS @ 8" O.C. STAGGERED N N 2x4 MEMBERS: ° (1) ROW OF 10d NAILS ® 4" O.C. , 2x6 MEMBERS: (2) ROW OF 10d NAILS @ 4" O.C. STAGGERED 2x4 OR 2x6 POST 2x8 POST (3)ROWS OF 5" (3)ROWS OF 63/4" TRUSSLOK TRUSSLOK ENGINEERED WOOD ENGINEERED WOOD FASTENERS ® 24"o.c FASTENERS 0 24"o.c AS SHOWN AS SHOWN 3 -PLY 4 -PLY 14" LVL AND GREATER NOTES: 1. TYP. CONNECTION AT STUD COLUMNS, JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS BUILT-UP MEMBER FASTENING TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. KING STUD TO FRAMING BELOW: CS18 STRAP w/6-1Odx1Y2" NAILS EACH END. STRAP ATTACHMENT CAN BE INTERIOR Of EXTERIOR SIDE OF WALL STRAP NOT REQUIRED AT THE FOLLOWING: GABLE ENDS Of JACK TRUSSES LES`. THAN 8' OR OPENINGS LES' THAN S-6 STRAPPING NOT REQUIRED AT LOWER LEVEL HEADERS UNLESS SPECIFIED ON PLAN SCHEDULE ROUGH OPN'G, SEE ARCH. MULTISTORY (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.- (UON). RATED SHEATHING, SEE GENERAL NOTES. ROOF TRUSSES, OR FLOOR JOISTS. ROOF AND FLOOR SHEATHING NAILING SCALE: 3/4" = V-0" 2x4 BLOCKING 024" O.C. FASTEN EACH END w/3 -10d TOENAILS. STUD BELOW ' LOWER TOP4-10d 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"0.131" GUN NAILS 0 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 rv/8-10d COMMOI SCHEDULE ROUGH OPN'G, SEE ARCH. MULTISTORY (UNSTACKED WINDOWS TRUSS TO PLATE: SDWC SCREW PLATE TO HEADER: SDWC SCREW 24" O.C. 2X6 WALL TRUSS TO PLATE: SDWC a SCREW PLATE TO HEADER: V SDWC SCREW 24" O.C. 2X4 WALL HEADER FASTENING SECTION KING STUD TO FRAMING BELOW: CS18 STRAP W/6-10DX17�" 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" Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 P O SOLE PLATE ANCHOR SCHEDULE ANCHOR EXT. WALL SPACING SHEARWALLS SPACING WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE Y2"O EPDXY 42" 24" 3x3xO.229" 4" 2," V0x6" TITEN HD 42" 24" 3x3xO.229" 022" 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'/e" WJ �' 2"0 ROUND STEEL WASHER MAY BE USED. SOLE PLATE ANCHOR DETAIL Et SCHEDULE SCALE: 3/4"' = 1'-0- 2 PLY BEAM. 3 PLY BEAM. 4 - (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, j PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. SOLE PLATE CONNECTOR L 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 PLAP 11'/2„ 1'/2"y (3) ROW OF 10d11 NAILS @ 8" O.C. STAGGERED N N 2x4 MEMBERS: ° (1) ROW OF 10d NAILS ® 4" O.C. , 2x6 MEMBERS: (2) ROW OF 10d NAILS @ 4" O.C. STAGGERED 2x4 OR 2x6 POST 2x8 POST (3)ROWS OF 5" (3)ROWS OF 63/4" TRUSSLOK TRUSSLOK ENGINEERED WOOD ENGINEERED WOOD FASTENERS ® 24"o.c FASTENERS 0 24"o.c AS SHOWN AS SHOWN 3 -PLY 4 -PLY 14" LVL AND GREATER NOTES: 1. TYP. CONNECTION AT STUD COLUMNS, JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS BUILT-UP MEMBER FASTENING TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. KING STUD TO FRAMING BELOW: CS18 STRAP w/6-1Odx1Y2" NAILS EACH END. STRAP ATTACHMENT CAN BE INTERIOR Of EXTERIOR SIDE OF WALL STRAP NOT REQUIRED AT THE FOLLOWING: GABLE ENDS Of JACK TRUSSES LES`. THAN 8' OR OPENINGS LES' THAN S-6 STRAPPING NOT REQUIRED AT LOWER LEVEL HEADERS UNLESS SPECIFIED ON PLAN SCHEDULE ROUGH OPN'G, SEE ARCH. MULTISTORY (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.- (UON). RATED SHEATHING, SEE GENERAL NOTES. ROOF TRUSSES, OR FLOOR JOISTS. ROOF AND FLOOR SHEATHING NAILING SCALE: 3/4" = V-0" 2x4 BLOCKING 024" O.C. FASTEN EACH END w/3 -10d TOENAILS. STUD BELOW ' LOWER TOP4-10d 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"0.131" GUN NAILS 0 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 rv/8-10d COMMOI SCHEDULE ROUGH OPN'G, SEE ARCH. MULTISTORY (UNSTACKED WINDOWS TRUSS TO PLATE: SDWC SCREW PLATE TO HEADER: SDWC SCREW 24" O.C. 2X6 WALL TRUSS TO PLATE: SDWC a SCREW PLATE TO HEADER: V SDWC SCREW 24" O.C. 2X4 WALL HEADER FASTENING SECTION KING STUD TO FRAMING BELOW: CS18 STRAP W/6-10DX17�" 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" Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 P O ........ Ti. / * �1 c"T P O� .o 0 ,,� / IV Luis A. Pontigo, 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 a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES, 2 Z U c7 QUn w w m� p Z a LY J w m Q J) J Off" ~ N m 04 DESIGN CRITERIA AND GENERAL NOTES LO SCALE DIMENSIONS FROMRAWINGS, IF A DIMENSION ISCLEAR REFER TO THETECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME TERRANO-COASTAL DESIGN/DRAWN/CHECKED JWA / CMJ LAP DATE 08.06.18 SCALE AS NOTED LPA No. TOLL -18-00810 CONTROL No. 4330 SHEET 50.0 SHEET 1 OF 9 BLOCKING ONLY REQUIRED AT SHEARWALLS AND STUCCO FINISH 16d COMMONS ® 8" O.C. T CONT. RIBBON BOARD (TYP) T FLOOR TRUSSES OR JOIST. 5-8d COM EACH SIDE OF SPLICE (/ SHEATHING SPLICE Z N 16d C MMONS ® 8" O.C. CONT RIBBON BOARD (TYP) FLOOR TRUSSES OR JOIST. 8d COM 3" O.C. EACH SIDE OF SPLICE SHEATHING SPLICE -'4" OSB or PLYWOOD RIM BOARD Ya SHORTER THAN WALL FRAMING WALL FRAMING FLOOR SYSTEM. ALIGN VERTICAL JOINTS WITH 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 TH EADED RODS ARE INSTALLED FLOOR TO FLOOR WALL SHEATHING AND STRAP ,ING OPTIONS WALL STUDS AT 16" O.C. ROOF TRUSS. 2x4 SYP#2 HORIZ. BRACING ROOF 2x4 SYP#2 CATS AT 12" EACH END w/ 3-0.131x3" NAILS 11 FLOOR OR TRUSS. O.C. FASTENED TO TOP FLOOR GABLE END TRUSS. ROOF TRUSS. PLATE w/ 4-0.131x3" 44 AND LEDGER TO ROOF MEMBER. 11'/4" _ COMMON. 2x4 SPF#2 J ON FACE OF BEAM MAX. FASTEN CATS EACH END w/ ®6" ON -CENTER WHEN OVERFRAME ALT. TO BOTH H3 ABOVE _7 3-0.131x3" COMMON TOE NAILS FASTEN EA. PRODIDE MTS12 OR CS16 DIRECTLY SHEARWALL OR ROOF MEMBER. BETWEEN OVERFRAMING RAFTER END w/ SHEARWALL EXTERIOR WALL I / ALTERNATE A ALT 7/,F" OSB DIAPHRAGM FASTEN ROOF FLOOR DECK TO NAILER w/ (1) ROW 8d TRUSS. - - - CEILING _/ ® 3" O.C. FASTEN TO TOP LINE WALL FRAMING a % INSTALL FLOOR TO J PLATE w/ (2) ROWS OPTION 1 OR 2 FLOOR TRUSS PARALLEL SEE DETAIL B ABOVE OF 8d @ 3" O.C. I 0.131x3" TOE NAILS ® 8"O.C. LEDGER FASTEH FROM BOT. CHORD OF TRUSS AS SHOWN. 5-0.131x3" EA. STUD. 2x4 SPF 2x4x6' SYP#2 LATERAL BRACE EA. SYP#2 2x4 NAILER FASTENED DETAIL ALL AROUND 8-10d TO TRUSS BOT. CHORD w/ IT LSTA12 ®48" O.C. OR DBL TOP PLT CHORD OF EA. TRUSS. COMMONS (2) ROWS 0.131x3" ® 3" O.C. GABLE END BRACING SDWC15600 ® 36" O.C. OMIT IF SHEATHING OVERLAPS GABLE 12" MIN INTERIOR SW -2 SHEARWALL. ALTERNATE D AL SHEARWALL ATTACHMENT AT ROOF 8 FLOOR WALL STUDS AT 16" O.C. ROOF TRUSS. 2x4 SYP#2 HORIZ. BRACING 24" O.C. BETWEEN OUTER WALL - & FIRST INTERIOR TRUSS. NAIL EACH END w/ 3-0.131x3" NAILS 11 (TYP) I.•I SIMPSON H3 w/ 10-8d COMMON FLOOR GABLE END TRUSS. TRUSS MAX 44 AND LEDGER TO ROOF MEMBER. 2x4 SYP#2 THESE STRAPS 2x4 SPF#2 J ON FACE OF BEAM MAY BE OMITTED I DIAGONAL ®6" ON -CENTER WHEN OVERFRAME ALT. TO BOTH H3 ABOVE FASTEN EA. PRODIDE MTS12 OR CS16 DIRECTLY LESS THAN 4'-0" ROOF MEMBER. BETWEEN OVERFRAMING RAFTER END w/ GABLE BRACE. FASTEN EACH AND ROOF MEMBER. I / SIMPSON DTT2Z 3-10d COMMONS \TFOR �PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT / - - - CEILING _/ BLOCK TO DBL TOP LINE WALL FRAMING a % INSTALL FLOOR TO J FLOOR STRAPPING PER OPTION 1 OR 2 FLOOR TRUSS PARALLEL SYP#2 2x4 NAILER FASTENED TO TRUSS BOT. CHORD w/ 0.131x3" ® 3" O.C. FASTENED TO SHEATHING w/ 8d ® 3" O.C. ROOF TRUSS. SDWC 15600 SHEATHING FASTENED TO TOP 32" O.C. TOP PLATE w/ 10d ®3" O.C. SCREWS 2x SYP#2 CONT. ATTACH 16" MAX. SHEARWALL OSB WALL TO TOP PLATE AND TRUSS SHEATHING w/ 0.131x3" ® 3" O.C. EDGE OF 2x MAY OVERHANG TOP PLATE. SHEARWALL ER ATE B ALTERNATE C ALTERNATE G 10d ®4"O.C. FLOOR 2x4 SPF#2 CONTINUOUS TRUSS. LEDGER FASTENED JL OSB TRUSS WEBS WIT KING w/3 -0.131x3" EL FLOOR COMMON. FRAMING FASTEN CATS EACH END w/ 2x4 SYP#2 CATS AT 12" 3-0.131x3" NAILS 0 6" O.C. O.C. FASTENED TO TOP PLATE w/ 4-0.131x3" SHEARWALL OR COMMON. 5-16d NAILS EXTERIOR WALL TE NATE E (TYPICAL) ALTERNATE F 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 REACTION LEDGER 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-'/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 8LEDGER CONNECTION OTEO 8d COMMON NAILS AT 3" O.C.(TYP) 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 2x4 BLOCKING. FASTEN EACH END w/3 -10d 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TO(NAILS FASTEN TO ROOF FRAMING BELOW / 4-12d NAILS AT EACH RAFT SOF SHEATHING " ER. TO PORCH HEADER. OVERFRAME RAFTERS, SEE PLAN. WALL SHEATHING UP 11 PLATE w/5 -10d NAILS I.•I SIMPSON H3 w/ 10-8d COMMON INTO TOP PLATE & 5-10d GABLE END TRUSS. NAILS FROM RAFTER TO LEDGER MAX 48" O.C. OMIT IF WALL AND LEDGER TO ROOF MEMBER. SHEATHING IS INSTALLED THESE STRAPS 2x4 SPF#2 J ON FACE OF BEAM MAY BE OMITTED I BLOCKING ®6" ON -CENTER WHEN OVERFRAME ALT. TO BOTH H3 ABOVE RAFTER LENGTH PRODIDE MTS12 OR CS16 DIRECTLY LESS THAN 4'-0" ROOF MEMBER. BETWEEN OVERFRAMING RAFTER ROOF TRUSS GABLE BRACE. FASTEN EACH AND ROOF MEMBER. I / SIMPSON DTT2Z OR JOIST \TFOR �PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT / TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. BLOCK TO DBL TOP DECK LEDGER AT OVERFRAME RAFTERS 50.1 TRUSS TO LEDGER CONNECTION BY TRUSS SOA USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. ENGINEER. NOT SHOWN FOR CLARITY ID WASHER C•> q jX"j � FULL HEIGHT ANCHORING SPECIFICATIONS DOUBLE i FULL HT. SOLE - FULL HT. ANCHOR UPLIFT PLATE ANCHOR TOP PLATE.' DOUBLE TOP CONNECTOR PLATE SEE PLAN WALL ST D OR POS FULL HEIGHT -- THREADED ROD _ SEE PLAN a EVATI N STEEL COUPLER O O (OPTIONAL, LOCATE © E FULL HT. AS NEEDED) ANCHOR AT SILL PLATE AT TOP PLATE FLOOR FULL HEIGHT AN HOR INSTALLATION CHART FRAMING THREADED © OE FO FULL HEIGHT ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE THREADED ROD FOUNDATION, HOLE HOLE SPEC. DEPTH DISTANCE SEE PLAN PER PLAN. 3/8 '/z "0 '/z "0 2x2x'/e •• 4" 4" 2" 3" t EMBEDMENT 5/8 3/4"0 3/4"0 3x3x'/4" 7.5" 12" 2Y2" 3" DEPTH O MONO STEM MONO STEM FULL HEIGHT ANCHOR WALL SECTION THREADED ROD ,2 FULL HEIGHT WOOD FRAME WALL ANCHORING SY SO.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN 6-10d COMMONS 2x6 SYP#2 BLOCKING BETWEEN 2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP FASTENED TO TOP PLATE w/ 10d 0 4" O.C. PLATE w/ 10d 0 3" O.0 PORCH 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 10dx1Yz" EA. END BELOW STRAP w/11- 6x6 POST:ABU66 10dx1Y2" EA. END PORCH. PORCH HEADER, -- SLAB SEE PLAN HTS16 -- STRAPSMSTA24 5/g" 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: (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS ® 6" O.C. EDGE AND FIELD TYPICAL PORCH FRAMING DETAILS SEE DETAIL 5/SO.1 FOR DIAPHRAGM ATTACHMENT\ WHERE APPLICABLE t-- I -k - - - - - - - - -- SW 8d@3"/6" SW 8d©3"f6" PI RFORATED SHEARWALL SEGMENTED SHEARWALL (A) - UPPER TO LOWER STUDS (A) - UPPER TO LOWER STUDS SW 8d43/6: (2) CS18 STRAPS SW 8d®3/6: (2) CS18 STRAPS (19� - END STUDS TO FOUNDATION oB - END STUDS TO FOUNDATION 11 �W 8d(93/6: HTT5 OR HDU5 SW 8d®3/6: HTT5 OR HDU5 (C) - SOLE PLATE ANCHORS - SOLE PLATE ANCHORS SEE SCHEDULE ON DETAIL 3/SO.0 SEE SCHEDULE ON DETAIL 3/SO.0 SHEARWALL NOTES 1. PROVIDE 7/46' OSB SHEATHING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. PROVIDE 2x BLOCKING AT ALL PANEL EDGES. 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 4. INSTALL INTERIOR FOOTING BELOW SHEARWALL PER DETAILS ON S1.0 TYPICAL SHEARWALL ELEVATION _SD.1,/ PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. L 4 -12d TOE ROOF NAILS (TYP.) 2x4 SYP#2 OUTLOOKERS TRUSS 0 24" O.C. H3 OR H2.5T HURRICANE CLIP ® EA. OUT -LOOKER TO TRUSS. 2x6 ANGLE BRACE 2X4 T -BRACE. ONLY TO PORCH HEADER. UPLIFT CONNECTOR WALL SHEATHING UP REQUIRED FOR BRACE PLATE w/5 -10d NAILS CONTINUOUS OVER INTO TOP PLATE & 5-10d GABLE END TRUSS. LENGTHS > 8'-0". MAX 48" O.C. OMIT IF WALL 0.131x3" GUN NAILS SHEATHING IS INSTALLED FASTEN w/10d COMMONS TO ON FACE OF BEAM 36" LONG STUD AT SHEATHING EDGE ®6" ON -CENTER TO BLOCKING ® 3" O.C. SIMPSON HTT5 OR 2X4 2 SYP BLOCK ®EACH BRACING APPLIED TO I 26-1Od COMONS ROOF TRUSS GABLE BRACE. FASTEN EACH FRONT SIDE OF WEBS. I / SIMPSON DTT2Z OR JOIST \TFOR END W/ 3-10d TOENAILS / SDS SCREWS BLOCK TO DBL TOP PERPENDICULAR a 4" MIN OR PLT W/ 2-H2.5T TRUSS CONNECTION T./[EPDXIED )�xC' TITEN HD SEE DETAIL B ABOVE I 0.131x3" TOE NAILS ® 8"O.C. LEDGER FASTEH FROM BOT. CHORD OF TRUSS AS SHOWN. 5-0.131x3" EA. STUD. TO DBL. TOP PLATE 2x4x6' SYP#2 LATERAL BRACE EA. TRUSS DETAIL X -BRACE w/ 2-16d INTO BOTTOM 8-10d WALL ADJ. TO ROOF CONNECTION IT LSTA12 ®48" O.C. OR DBL TOP PLT CHORD OF EA. TRUSS. COMMONS TO GABLE TRUSS BOTTOM CHORD W/ GABLE END BRACING SDWC15600 ® 36" O.C. OMIT IF SHEATHING OVERLAPS GABLE 12" MIN NOTES: 1. SPACE GABLE END BRACING ® 4'-6" MAX. 2. ALL MATERIAL TO BE SYP#2 %s" FULL HEIGHT ROD TURN TITEN HD COUPLER TIGHT AGAINST PLATE SIMPSON TITEN HD ROD COUPLER " RODS - THD37634RC (%"x6-$") 3A" FULL HEIGHT ROD ALTERNATE ATTACHMENT (1)MSTA24 STRAPS FOLD OVER TOP PLATE FASTEN w/18-1Od (2)MSTA24 STRAPS FOLD OVER TOP PLATE FASTEN w/18 -10d WALL SHEATHING STUD WALL FRAMING 8d COMMON WIRE NAILS - w/ 2x SOLID BLOCKING TO BLOCKING @ 3" O.C. AT SHEATHING EDGE 6„ I DBL. TOP MAXI NOTCH HEADER \ PLATE BELOW TOP PLATE 2x4 BLOCKING BETWEEN EA. TRUSS. ATTACH AT EACH WALL STUD w/ 3-16 NAILS AT EA. PORCH FRAMING INTERSECTION. (MIN. OF 8 -GUN NAILS ° °I SEEDPLAN. 6-16d BETWEEN EACH TRUSS) FULL HEIGHT ANCHOR OR DTT2Z HOLD DOWN AT MIN. (2)2x4 WOOD PERPENDICULAR TRUSS BASE OF POST BELOW. & (1) ADJ. DETAIL B OPTION A TO PORCH HEADER. UPLIFT CONNECTOR LSTA12 FOLDED OVER TOP DOUBLE TOP PLATE PLATE w/5 -10d NAILS CONTINUOUS OVER INTO TOP PLATE & 5-10d 6" HEADER NAILS INTO BEAM. SPACE MAX 48" O.C. OMIT IF WALL 0.131x3" GUN NAILS SHEATHING IS INSTALLED w/ 2x SOLID BLOCKING TO 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. (:1)TYPICAL PORCH BEAM CONNECTION IF TRUSS REACTION EXCEEDS 2300lbs PROVIDE CRIPPLE STUDS DIRECTLY BENEATH TRUSS 2-SIMPSON H2.5T.- STRAP 2.5T.- STRAP KING F POST BELOW WITH STRAPS WHEN FULL HEiu I ANCHORS ARE NOT USED WALL CONNECTION CALL OUT UPLIFT CONNECTOR A SHEATHING B SEE PLAN C (1)MSTA24 STRAPS D STUD WALL FRAMING ITS ACCEPTABLE 0.131x3" GUN NAILS w/ 2x SOLID BLOCKING TO 8d COMMON WIRE NAILS 36" LONG STUD AT SHEATHING EDGE STUD TO BLOCKING ® 3" O.C. SIMPSON HTT5 OR 0.131x3" GUN BRACING APPLIED TO I 26-1Od COMONS ROOF TRUSS ` FRONT SIDE OF WEBS. I / SIMPSON DTT2Z OR JOIST \TFOR W/8- Y4"x1Y2„ / SDS SCREWS PERPENDICULAR 5A" THREADED 4" MIN OR TRUSS CONNECTION T./[EPDXIED )�xC' TITEN HD SEE DETAIL B ABOVE CONTINUOUS 2x6 ISYP#2 LEDGER FASTEH AS SHOWN. 5-0.131x3" EA. STUD. PARALLEL TRUSS DETAIL A WALL ADJ. TO ROOF CONNECTION SEE CONSTRUCTION SPECIFICATIONS FOR ROOF AND WALL SHEATHING AND STUD FRAMING. NG f r`Uo i tsLLUw WITH STRAPS WHEN FULL HEIUH I ANCHORS ARE NOT USED HEADER DOWN CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A H2.5T 0 32" O.C. TOP & BOT B SEE PLAN C (1)MSTA24 STRAPS D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) HEADER TIE DOWN THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN MULTIPLE BRACED TRUSSES. AS INDICATED IN TRUSS SPFCIFICATInNs MINIMUM 2 PLY u MINIMUM STUD 2 PLY STUD AT 2ND STORY STUDS PROVIDE 1 CS18 STRAPS AT BASE OF STUDS (FLOOR TO FLOOR) SIMPSON DTT2Z Tw/8- Y4"x1Yz" HTT5 SDS SCREWS ALTERNATE FOR ALTERNATE FOR 3/8" FULL HEIGHT ROD 5/8" FULL HEIGHT ROD ,4 FULL HEIGHT THREADED ROD so.1 ALTERNATE PERMANENT TRUSS BRACING SCALL: 5/4 = 1 -0 CONNECTION CALL OUT UPLIFT CONNECTOR (1)DIAGONAL BRACE PER MIN 2 PLY STUD SEE PLAN C IN LIEU OF 2 STUDS (4) TRUSSES APPLIED ITS ACCEPTABLE 0.131x3" GUN NAILS TO SISTER A TO BACKSIDE OF WEB. 36" LONG STUD STUD FASTEN w/12- SIMPSON HTT5 OR 0.131x3" GUN BRACING APPLIED TO NAILS 26-1Od COMONS FRONT SIDE OF WEBS. SIMPSON DTT2Z W/8- Y4"x1Y2„ CONTINUOUS LATERAL BRACING, SEE SDS SCREWS TRUSS SHOP DRAWING FOR QTY. AND 5A" THREADED 4" MIN OR LOCATION. IF MORE THAN (1) LATERAL T./[EPDXIED )�xC' TITEN HD MIN BRACE IS NEEDED, OVERLAP BRACE AS SHOWN. MINIMUM 2 PLY u MINIMUM STUD 2 PLY STUD AT 2ND STORY STUDS PROVIDE 1 CS18 STRAPS AT BASE OF STUDS (FLOOR TO FLOOR) SIMPSON DTT2Z Tw/8- Y4"x1Yz" HTT5 SDS SCREWS ALTERNATE FOR ALTERNATE FOR 3/8" FULL HEIGHT ROD 5/8" FULL HEIGHT ROD ,4 FULL HEIGHT THREADED ROD so.1 ALTERNATE PERMANENT TRUSS BRACING SCALL: 5/4 = 1 -0 CONNECTION CALL OUT UPLIFT CONNECTOR A LS18 0 32" O.C. MIN 2 PLY STUD SEE PLAN C IN LIEU OF 2 STUDS D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) ITS ACCEPTABLE 0.131x3" GUN NAILS TO SISTER A (2)MTS12- MIN 2 PLY 36" LONG STUD STUD FASTEN w/12- SIMPSON HTT5 OR 0.131x3" GUN HDU5. FASTEN NAILS 26-1Od COMONS SIMPSON DTT2Z W/8- Y4"x1Y2„ SDS SCREWS Y2" THREADED ROD 5A" THREADED 4" MIN OR ROD EPDXIED -7.5" T./[EPDXIED )�xC' TITEN HD MIN HTT5 or HDU5 DTA TT20B 15 HOLD DOWN ATTACHMENT DETAIL 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 in I°I I,I II II I°I I°I II T -BRACE FASTENED TOI°I WEB w/ 12d ® 6"O.C. I T -BRACE TO BE THE I°I SAME SIZE, SPECIES, I AND GRADE AS WEB I°I TO BE BRACED. II I°I ' II io 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. (UCN) 2.)BRACING LUMBER SHALL INTERSECT THE WEB OF THE BRACED TRUSS, PER DELEGATED TRUSS ENGINEER. 3 WHERE NOTED ON TRUSS MFR. SHOP .)PERMANENT PERMANENT BRACING 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 rTO SISTER A OR BEAM GIRDER TRUSS 36" LONG STUD OR BEAM FASTEN w/12- 0.131x3" GUN NAILS (2)MTS12- (2)MTS12 SIMPSON FULL HEIGHT LTT20B THREADED ROD (2)H2.5T \-(2)H2.5T WITHIN 6" OF MINIMUM GIRDER (SEE PLAN) 2 PLY AT 2ND STORY STUD STUDS PROVIDE Y2" THREADED ROD 2 CS18 STRAPS EPDXIED 4" MIN OR AT BASE OF STUDS )2x6" TITEN HD (FLOOR TO FLOOR) MINIMUM 2 PLY HOLD DOWN SEE PLA STUD 3g" ROD = DTT2Z ROD = HTT5 BUILT-UP POST, BUILT-UP POST, SEE PLAN. SEE PLAN. OPTION 1 OPTION 2 FULL HEIGHT TR CONVENTIONhL ,s GIRDER / BEAM STRAPPING THIS DETAIL ONLY APPLIES WHEN NOTED CV PLAN Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 `\``�HUruirirrrrrrrrr v No. 5, 1 '= *0 A' STT .��44, """'Q �C Luis A. Pontigo, 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. TYPICAL FRAMING DETAILS NOT SCALE DIMENSIONS FROD SE DRAWINGS. IF A DIMENSION UNCLEAR REFER TO THE RCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME TERRANO-COASTAL DESIGN/DRAWN/CH ECKED JWA CMJ/LAP DATE 08.06.18 SCALE AS NOTED LPA No. TOLL -18-00810 CONTROL No. 4330 SHEET S0.1 SHEET 2 OF 9 wa c N 00 0 N 00 OVERLAP SIDEWALL TOP PLATE (2)2x6 KING STUDS (2)2x6 JACK STUDS (2)2x STUD CORNER P.T. SOLE PLATE SOLE PLATE e ANCHOR .e .Q...a. °a ° ° GARAGE HEADER (2)20ga STRAPS HEADER TO JACK HTT5 W/ THREADED ROD EPDXIED 12" HTT5 w/ THREADED ROD EPDXIED 12" GARAGE SOLE PLATE FLOOR ANCHOR ALWAYS PLACE' GOAL POST. FASTEN TO STUD HEADER AT PACK WITH 2—ROWS OF 16d TOP OF ROUGH RING SHANK NAILS @ 12" O.C. OPENING ATTACH GARAGE DOOR THRU UPRIGHT BUCK DIRECTLY INTO IF STUD PACK, PER GARAGE DOOR SUPPLIER HTT5 w/ %" THREADED ROD EPDXIED 12" THICKENED SLAB EDGE AT GARAGE OPENING. NOTES: 1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. GARAGE WING WALL ELEVATION 7`\ GARAGE HEADER FRAMING CONC. SLAB ''CK STUD T DOOR ELEVATION VIEW STUD TO TOP PLATE: SDWC15600 SCREW.- ® 32" O.C. BOT PLATE TO FRAMING BELOW CS180 32" O.C. Y4"x3)�" TAPCON SCREW CONC. SLAB ELEVATION VIEW ACK STUD T DOOR FRONT ENTRY )AMB FASTENING THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN WALL STRAPPING DETAIL 0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SIMPSON LTT20B RECESSED IN SLAB w/Y2" THREADED ROD EPDXIED 4" OVERLAP SI TOP PLATE + ALWAYS PLACE HEADER AT TOP OF ROUGH LIL OPENING 5/,"0 THREADED ROD w/3x3x'/4" PLATE (2)2C (2)20ga STRAPS HEADE HEADER TO JACK • • • • . HTT5 W/ • • • • THREADED ROD 1'/i" EPDXIED 12" MAX 0 EXTEND HEADER TO FAR SIDE OF WALL (2)2x6 2)2 <6 SPF#2 AS SHOWN. 0 0 JACKS X6 6 6 6 6 AND (1) 4'-0"x4'-0" PIECE OF WALL KING. SHEATING INSTALL AT UPPER HT T5 w/ CORNER 1" BELOW GARAGE HEADER s ON EXTERIOR STUD (TRIMED AS DETAIL A THREADED ROD SHOWN) EPDXIED 12" HTT5 w/ FASTEN SHEATING TO HEADER w/ 8d COMMON QR GALV. BOX NAILS " THREADED ROD IN )" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING EPDXIED 12" (STUDS, BLOCKING & SILLS) TYP. a7. DOLIBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS 5/,"b THREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN STUDS) DRILLED AND EPDXIED w/ 12" EMBEDMENT & 3x3x'/4" WASHER. GARAGE PORT,�L WING 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. MIN. (2)2x4 PT SYP #2 24"JMAIF 6x6 IS SPECIFIED ON PLAN, USE (3)2x4 SPF#2 SUPPORT. RATED WALL SHEATHING w/ 12" 8d ® 6" O.C. EDGE & FIELD.ATTACH PORCH BEAM TO SUPPORT POST w/ (2)HTS20. SOLE PLATEATTACH SUPPORT POST TO ANCHORFOUNDATION WITH HTT4 w/ 5/8 "Ox6" EMBED EPDXY ROD. U.O. I. 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 wHa 16WALL STRAPPING DETAIL THIS DETAIL ONLY APPLIES WHEN NOTED ON P FLOOR TRUSSES OR JOIST. OPTION A STRAPPING CS18 w/7-10dx1Y2" EACH END ® 48" O.C. STRAP CAN BE INSTALLED EITHER FACE OF STUD FLOOR TRUSSES OR JOIST. OVERLAP SIDEWALL TOP PLATE ALWAYS PLACE HEADER AT TOP OF ROUGH OPENING .TRAPS _ .. . JACK HTT5 w/ 58" THREADED ROD EPDXIED 12" 0 EXTEND HEADER TO 2 / FAR SIDE OF WALL 6x6 POST AS SHOWN. 6 6 6 4'-0"x4'-0" PIECE OF WALL SHEATING INSTALL AT UPPER (2)2x6 CORNER 1" BELOW GARAGE HEADER JACKSON EXTERIOR STUD (TRIMED AS DETAIL A AND (1) SHOWN) KING. FASTEN SHEATING TO HEADER w/ 8d COMMON QR GALV. BOX NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING (STUDS, BLOCKING & SILLS) TYP. n DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS 6x6 POST WITH ABU66 w/ 5/8" THREADED ROD EPDXIED 12" MIN. GARAGE WING WALL FRAMING LESS THAN 12" THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN WALL STRAPPING OVER BEAM THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN m tri.•• c0 OPTION B OVERLAP SHEATHING z 8d ® 3" FLOOR TRUSSES OR JOIST. PLAN OPTION C DROPPED BEAM BOT PLATE TO TRUS X"x3X1" LAG SCRE' WITH ROUND WASHE AT EACH FLOOR TRUS STUDS TO TOP PLATE BOT PLATE TO TRUSS TRUSSES PERPENDICULAR TO WALL ABOVE Y4"xWC LAG SCREW WITH ROUND WASHER / 24" O.C. —.�. TRUSS OR BEAM PARALLEL TO WALL ABOVE WALL STRAPPING DETAIL THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN c� • WALL SHEATHING CS18 w/7-10dx1X2" EACH END ® 48" O.C. STRAP CAN BE INSTALLED EITHER FACE OF STUD STUD TO BOT PLATE: SDWC15600 SCREW. ® 32" O.C. 2x4 BLOCKING H3 ®EA. OUTLOOKER� STUD SPACING, SEE FRAMING PLAN Q$, SCHEDULE. 2x4 BLOCKING AT 48" O.C. BETWEEN GABLE AND FIRST INTERIOR TRUSS. CONVENTIONAL E ANCHOR PER SCHEDUL NO FULL HEIGHT ANCHC.. REQUIRED. 4-0.131x3" TOE NAILS (2 EA. SIDE) 2x4 OUTLOOKER NOTE Q AT 24" O.C. PLACE GABLE END TRUSS TO THE INT. FACE OF ROOF BALLOON FRAMED WALL SHEATHING AND FASTEN TRUSS TOP AND BOTTOM CHORDS TO BALLOON FRAMED WALL 5-12d TOE STUDS w/ 2-0.131X3" NAILS EACH NAILS AT EA. STUD. TRUSS FASTEN GABLE END BALLOON FRAMED GABLE END SPLICE 2x6 x 4'-6" P.T. SYP NO.2 EXPOSED RAFTER TAIL TO EACH ROOF TRUSS ® 24" O.C. 2x4 P.T. SYP No.2 BLOCKING/CLOSURE FASTEN �. w/ 3-12d TOE NAILS. RIP _ \ FnnWN Tn Ppni 1RFn nFPTN PRE—ENGINEERED ' WOOD ROOF TRUSSES. 12d COMMON WIRE NAILS ® 4" O.C. STAGGERED UPLIFT—/ CONNECTOR DOUBLE TOP PLATE RAFTER TAIL DETIAL { V-4" Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 Pol l Q J\ \C E f Nor,ST. 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 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES, 2 Z U �7 Qun r/ w w U LLJ m � pZa LYQw m � un 0 00 J Q � J w � N m 04 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 TERRANO—COASTAL L)ES IGN/DRAW N/CHECKED JWA CMJ LAP DATE 08.06.18 SCALE AS NOTED LPA No. TOLL -18-00810 CON 1 ROL No. 4330 SHEET so.z SHEET 3 OF 9 8'-0" 26'-10" 10" g 1 O S1.01 S1.01 P OVIDE 2-#4x4'-0" CORNER CRACK BARS AT SLAB MID -DEPTH. o o 0 I I 14" CONCRETE SLAB w/ j FIBERMESH © 1.5 LBS/CU. . 0 OF CONCRETE OR 6x6 W1 4xW1.4 WWF ON 6MIL VAPOR BARRIER IN PREPARED GRADE. A L 0 00 iDO� I u7 I STAIRS BY BUILDER 0 FOOTING SCHEDULE AND NOTES TYPE LENGTH WIDTH DEPTH DESIGNATES SAWCUT LINE BOTTOM BARS F2.0 2'-0" 2'-0" - No. 1 1'-0" 3-#5 EA. WAY BOT. F2.5 2'-6" 2'-6" 4'-8„ 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" Luis A. Pontigo, PE 1'-0" 4-#5 EA. WAY BOT. F4.0 4'-0" 4'-0" 1'-0" 4-#5 EA. WAY BOT. F4.5 4'-;" 4'-6" 1'-0" 4-#5 EA. WAY BOT. 1. THIS FOUNDATIOt+ PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. �.0 8 SIM PAVERS IBY OTHERS s SLIDING GLASS DOOR FRAMES MUST BE RECESSED SEE ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. 19'-7" PROVIDE SAW CUTS PER 5/S1.01, BUILDER TO COORDINATE WITH FINISH FLOOR MATERIAL. ISOLATED FOOTING SEE DETAIL 11/S1.01 (TYP.) 69'-2" 13'- 7" „ 7'-1" 1 -10 11,-3„ 11 11 6 - S1.01 L 1 � 1/6\ L I S .01 S1.01 F3.0 -- -- - --- --J L --- i i MONO FOOTING TO STEMWALL w/ (2)#5x30" DOWELS EPDXIED 6" MIN. (TYP.) 110 • 16'-1" 7'-3" 1'-8" 5'- 6" 3'x2'x12" FOOTING w/ #5 © 12" EA. WAY 9 S1.01 O SYMBULS LLUENU ----- DESIGNATES FOOTING LINE - DESIGNATES SAWCUT LINE ® INTERIOR LOAD BEARING WALL DESIGNATES SLAB RECESS Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 IO I 00 I 1 6" I 1,-2" 5'-6" 9 O S1. 00 I S1.01 I 4 6'-10" AVERS L- S1.01 - - I - I I 1'-2" BY OTHERS 00 6 S1.01 I 4 S1.0 4 -J S1.01 ,v •��OErv��. Gp- ,� M - No. 1 `' \A � 4'-8„ _ - STAT OF I (V Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE O I L) FIELD ALTERATION CMU PIER TO MATCH B 0 X CONTRACTOR SHALL CONTACT LOU COLUMN. REINFORCED w/ PONTIGO @ ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD (2) #5 (TOP OF PIER = MODIFICATIONS WHICH MAY VARY N FROM THE ENT OF HE ORIGINAL R I L CONSTRUC TOP OF HOUSE SLAB) GNA FIELD ALTERNATIONS MADE PRIOR TO BEINGOBY LOU GO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES, IO I 00 I 1 6" I 1,-2" 5'-6" 9 O S1. 00 I S1.01 I 4 6'-10" AVERS L- S1.01 - - I - I I 1'-2" BY OTHERS 00 6 S1.01 I 4 S1.0 4 -J S1.01 FOUNDATION PLAN SCALE: 1/4" = 1'-0" �oY 69'-2" PROVIDE SAW CUTS PER STAIRS BY 5/S1.01, BUILDER TO BUILDER COORDINATE WITH FINISH FLOOR MATERIAL. wj 3 S1. .I ormim:ismmis .00MM0 0000 ====?���==;;►:�� i���:iii:�� i� iii ��:ice:�i�i •- o Q0 0 O N 4 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 F RAN0-COASTAL N/DRAWN/CHECKED A CMJ /LAP DATE 08.06.18 SCALE AS NOTED LPA No. TOLL -18-00810 CONTROL No. 4330 SHEET S1.0 SHEET 4 OF 9 \A � 1 FOUNDATION PLAN SCALE: 1/4" = 1'-0" �oY 69'-2" PROVIDE SAW CUTS PER STAIRS BY 5/S1.01, BUILDER TO BUILDER COORDINATE WITH FINISH FLOOR MATERIAL. wj 3 S1. .I ormim:ismmis .00MM0 0000 ====?���==;;►:�� i���:iii:�� i� iii ��:ice:�i�i •- o Q0 0 O N 4 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 F RAN0-COASTAL N/DRAWN/CHECKED A CMJ /LAP DATE 08.06.18 SCALE AS NOTED LPA No. TOLL -18-00810 CONTROL No. 4330 SHEET S1.0 SHEET 4 OF 9 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. STEMWALL SCHEDULE CMU REINFORCING COURSES 1 TO 6 #4 VERT. © 48"O.C. 7 TO 10 #4 VERT. © 24"O.C. 11 TO 12 #4 VERT. © 8"O.C. STEMWALLS OVER 6 COURSES TO HAVE TRUSS TYPE HORIZ. JOINT REINF. BETWEEN EVERY OTHER COURSE. FILL CELLS SOLID. TYPICAL WALL F AMING AND ANCHORAGE PER CONSTRUCT ON SPECS. (1)#5 CONTINUO S, PROVIDE CORNER BARS ( YPICAL) -12" HOOK INT SLAB. MONO SLAB FOOTING AT PORCHES, WHEN SPEC FIED ON PLAN. �L I \\ SLAB ON GRADE, SEE PLAN. ° #4 DOWEL TO MATCH VERT. STEMWALL REINFORCING (SEE SCHEDULE) w/ 6" HOOK INTO i\\ 44 FOOTING. LAP VERT REINFORCING ° 25 IF STEMWALL IS GREATER \ THAN (3) COURSES. CONI. CONCRETE FOOTING 8"d x 16"w 1—STORY, w/(2)#5 CONT. 10"d x 20"w 2—STORY, w/(3)#4 OR (2)#5 CONT. 1 STEMWALL FOOTING S1.01 SCALE: 3/4" = V-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. 0 D CONTINUOUS CONCRETE—,""' ONCRETE— ° • °' FOOTING 3" CLEAR ry Q 10"x20" v w/ 2—#5 CONT. STEMWALL AT GARAGE SCALE: 3/4" = 1'-0" Z Z X CO �a z TYPICAL WALL FRAMIN AND ANCHORAGE PER CONSTRUCTION SPECS SLAB ON GRADE, SEE PLAN. TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. 1—#5 CONT., PROVIDE ��nr.irr� r1 A r1 /T , N SEE 7B/S1.01 I—ISLAB ON a---- GRADE, \�� f SEE PLAN. SHOWER PAN SLOPES 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, SLAB ON ELASTOMERIC SEALANT SEE PLAN GRADE—_ a fPLAN--a �._ SEE NOTES: 1) PROVIDE SAWCUTS TO CREATE APPROXIMATE 12' < 12' MAX. SQ. 2) SAWCUT CONC. SL B WITHIN 4 TO 12 HOURS OF CON-. PLACEMENT. ALT. FO TING AT • Gly BUILDERS DISCRETION. #3 @ 48" 0. C. OR ROD CHAIRS (TYP.) 12" w/(2)#5 CONT. MONOLITHIC EDGE FOOTIN 5 S1.0 SAW CUTE DETAIL BOND BEAM w/1—#5 X Q GRADE OR CONC. t - SLAB, . SEE PLAN. PAVER BY OTHERS 8" MASONRY STEM WALL w/ 1—#4 © 48" O.C. 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 IL ° d ° GRADE— °4 d: SEE PLANE uj ° ° ° �. f < Q 3" CLEAR v 10"x20" w/ 2—#5 CONT. GARAGE STEM WALL (IF REQUIRED) SLAB ON -------- — --- GRADE, SEE PLAN. ��/ N/, A A LXj OPTIONAL e"x16" 2" FLAIR 1—STORY, w/(2)#5 CONT. 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. 3/4" RECESS SLAB ON ° `a. GRADE, ° . SEE PLAN. 12"x12" DETAIL 10B 1#5 CONT. SLAB ON °z-=-.�. GRADE, SEE PLAN. 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 ° ---- STEP, SEE ARCH. .a .. a' (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 GRADE, i 7\ SEE PLAN. 5 CONT. �5 CONT. MONO. FOOTING AT STEP-DOWN E3 Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 P 0 ; ,''�,, 112 No. ,3 �N 'E -o S TATE o CV C Luis A. Pontigo, 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 LAPCHITECTURAL:DRAWINGS ALE DIMENSION'S FROM WINGS. IF A DIMENSION IS EAR RER TO THE OR TACT E E.O.R. PLAN NAME TERRANO—COASTAL DESIGN/DRAWN/CH ECKED JWA CMJ LAP DATE 08.06.18 SCALE AS NOTED LPA No. TOLL -18-00810 CONTROL No. 4330 SHEET S1.01 SHEET 5 OF 9 (4)2x6 -,zT TOP PLATE 2 CORNER LAP DETAIL S1.1 (3)2x6 POST (2)2x8-1/1 (2)2x8-1 /1 w/ DTT2Z OV RLAP & FASTEN w/ 6)10d. TYP. DBL TOP PLATE Ij (3)2x8-2/2 (3)2x6 SPF#2 STRAP HEADER POST. PER 7/S0.1 (3)2x6 / I SEE DETAIL 3/S0.1 UNLESS OTHER NOTED POST. WI SHEARWALLS >I O W > m Q FOR BEAM CONN. �I O m1 W m L- OF PLY'S & JACK/KING STUDS NEEDED Q W N (TYPICAL). ANCHOR LEGEND X �Ya" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 X55/8" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 R" A307 DIAMETER THREADED N „ 1 yl (2)2x6-1 /2 TOP PLATE, SEE DETAIL 12/SO.1 - SIMPSON HTT5 SEE DETAIL 15/S0.1 • SIMPSON DTT2Z SEE DETAIL 15/SO.1 0 N LOCATION PLATE Q HEIGHT & SPACING EXTERIOR r CD -, MAX (2)2x6 EXTERIOR 10'-1 C7 I 2x4 SPF#2 ® 12" O.C. EXTERIOR 10-1 TO 14'-0" 2x6 SPF#2 ® 16" O.C. rn GIRDER § -+- 2x4 SPF#2 ® 16" O.C. -SPF#2 12'-0" 2x6 SPF#2 ® 16" O.C. or MAX 2x4 SPF#2 @ 12" O.C. STUD NOTES 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. FG04 ABOVE to 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS ® 16" O.C. POST. SHEARWALLS i 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 BEAM FB01 ABOVE= 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, N PLIES. STRAP HEADER EA. 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 N I I END w/MSTA24. 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 FRAMING1 w � z O Li NO NAILS REQUIRED FLOORIN CLEAR SPAN TRUSSES OR JOIST. o� Z WALLJFRAMING OJ O O THIS END W/ 9-10d. LO X LTT20B OR DTT2Z @ BASE OF STUDS �I I 2x8 I I I WALL I GIRDER FG05 ABOVE CIO N I I J BEAM FB02 ABOVE _ _ _ _ c o STRAP HEADER EA. Q J END w/ (2)MSTA24 o 0I NI w 1 I I m c� 2x8 WALL GIRDER 6x6 P.T. SYP#2 POST FG02: ABOVE 777111111111zzlzzzzzzz777777zzlzzzlz w/ABU66. SEE DETAIL (2)2x4 2/S0.1 (TYPICAL). I SPF#2 POST. J > N N N I x N STRAP BEAMS EA END w/ (2)MSTA24 (TYP) 2 CORNER LAP DETAIL S1.1 (3)2x6 POST (2)2x8-1/1 (2)2x8-1 /1 w/ DTT2Z OV RLAP & FASTEN w/ 6)10d. TYP. DBL TOP PLATE Ij (3)2x8-2/2 (3)2x6 SPF#2 STRAP HEADER POST. PER 7/S0.1 (3)2x6 / I ALL EXTERIOR WALL SPF#2--/ UNLESS OTHER NOTED POST. WI SHEARWALLS >I O W > m Q O m QI o �I O m1 W m L- OF PLY'S & JACK/KING STUDS NEEDED Q (4)2x4 SPF#2 POST. (2)2x4 SPF#2 POST. (2)2x4 SPF#2 POST. FIRST FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" STRAP HEADER PER 7/S0.1 W wl (3)2x6 POST m °0I DIRECTLY BELOW POST ABOVE. PROVIDE SQUASH (5)--x4 BLOCKS WITHIN SPF#2 FLOOR SYSTEM. POST. ((2)2x12-2/1) /1 SHEATH WALL CONT. TO TOP CHORD OF TRUSS. FASTEN TO TRUSS M MEMBERS w/ 8d COMMON @ 3" O.C. DO NOT BREAK Cf) SHEATHING @ TOP PLATE 6x6 P.T. SYP#2 POST -w/ABU66. SEE DETAIL 2/S0.1. (TYPICAL) TRELLIS BY BUILDER. (2)2x12_ Z i I N SHEATH WALL CONT. (3)2x6 THRU LOW ROOF TO SPF#2 WALL ABOVE. OVERLAP POST. FLOOR SYSTEM 12" MIN. I 4 SIMILAR TO 1/S0.1. I � I I I I I I\_(2)2x4 WI SPF#2 of POST. ml Q SHEARWALL NOTE: SW: 3/6 (2)2x6 SPF#2 POST. \2x6-1 ((2)2x6-1/1) HB SW: 3/6 DESIGNATES SHEARWALL NAILING - 8d © 3" EDGE AND 6" "FIELD" SOLE PLATE ANCHORS - SEE SCHEDULE ON' ON DETAIL 3/S0.0 SOLE PLATE ANCHOR SPACING SCHD ALL EXTERIOR WALL 42" O.C. UNLESS OTHER NOTED SHALL SHEARWALLS 24" O.C. (SW 8d®3"/6") & INTERSECTION w/TYPICAL SOLE PLT ®# WHEN NOTED ON PLAN PER 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 INSTALL (4)2x6 TOP PLATE © 10'-1Y8". 2x6 PLATES SHALL BE CONT. (DO NOT SPLICE) OVERLAP CORNERS & INTERSECTION w/TYPICAL DOUBLE TOP PLATE PER DETAIL 2/S1.1. 6x6 P.T. SYP#2 POST "I W/ABU66. SEE DETAIL 2/S0.2. (TYPICAL) NI N N I SEE 3/S0.1 FOR BEAM 1-1 1- (TYPICAL) I INSEE DETAIL J 1 /S0.2. TRELLIS BY BUILDER. m I SW L64 LINE DESIGNATES SIDE OF WALL THE SHEARWALL SHEATHING TO BE APPLIED. 8d @ b1 DESIGNATES 8d COMMONS o N FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED W N BEAM OR TRUSS, SEE PLAN ANCHOR LEGEND X �Ya" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 X55/8" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 R" A307 DIAMETER THREADED N TOP PLATE, SEE DETAIL 12/SO.1 %"A307 DIAMETER THREADED W TOP PLATE, SEE DETAIL 12/SO.1 - SIMPSON HTT5 SEE DETAIL 15/S0.1 • SIMPSON DTT2Z SEE DETAIL 15/SO.1 0 N LOCATION PLATE Q HEIGHT & SPACING EXTERIOR 9'-l" 2x4 SPF#2 ® 16" O.C. MAX EXTERIOR 10'-1 C7 I 2x4 SPF#2 ® 12" O.C. SEE DETAIL J 1 /SO.2. 2 -ROWS OF 16d 9" O.C. (2)2x8 PLATES BEAM SEE PLAN » DOUBLE DP PLATE. CRIPPLE STUDS 16" O.C. 3-10d TOENAILS 2 -ROWS OF SIMPSON (2)2X8 MINIMUM PLANK 15600 SDWC SCREWS ORIENTED HEADER OVER © 12" O.C. STAGGERED. SLIDING GLASS DOOR, FASTEN TO JACKS EACH EACH END HEADER SECTION W/(1)A35 SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN SW L64 LINE DESIGNATES SIDE OF WALL THE SHEARWALL SHEATHING TO BE APPLIED. 8d @ b1 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 �Ya" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 X55/8" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 R" A307 DIAMETER THREADED TER ROD TERMINATES AT FIRST FLOOR ® TOP PLATE, SEE DETAIL 12/SO.1 %"A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR (95 TER TOP PLATE, SEE DETAIL 12/SO.1 - SIMPSON HTT5 SEE DETAIL 15/S0.1 • SIMPSON DTT2Z SEE DETAIL 15/SO.1 SIMPSON LTT20B SEE DETAIL 15/S0.1 WALL STUD SCHEDULE LOCATION PLATE STUD SIZE HEIGHT & SPACING EXTERIOR 9'-l" 2x4 SPF#2 ® 16" O.C. MAX EXTERIOR 10'-1 2x6 SPF#2 ® 16" O.C. or MAX 2x4 SPF#2 ® 12" O.C. EXTERIOR 10-1 TO 14'-0" 2x6 SPF#2 ® 16" O.C. INTERIOR 101-011 MAX 2x4 SPF#2 ® 16" O.C. INTERIOR 12'-0" 2x6 SPF#2 ® 16" O.C. or MAX 2x4 SPF#2 @ 12" O.C. STUD NOTES 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS ® 16" O.C. MINIMUM. SEE 3/SO.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.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.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. 0 WALL FRAMING1 w � z O Li NO NAILS REQUIRED FLOORIN CLEAR SPAN TRUSSES OR JOIST. o� Z WALLJFRAMING OJ VZ CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END W/ 9-10d. Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 JAS A:. P C) v No. 11 -o STA C� S/ONA L Luis A. Pontigo, 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 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. 2 Z U t7 W w � in D J LLJ U LLj 7 pZQ a m�� J � C) O 00 W � N m Oo 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. 000 PLAN NAME TERRANO-COASTAL DES IGN/DRAWN/CHECKEI, JWA / CMJ/LAP DATE 08.06.18 SCALE AS NOTED LPA No. TOLL -18-00810 CONTROL No. 4330 SHEET SIA SHEET 6 OF 9 ►� 5 00 (2)HTS16 (2)2x6 BLOCKING FASTEN EA. END w/ (4)10d TOE—NAILS. 1 S1.3 AFTER WALL IS SHEATHED, CUT HOLES IN SHEATHING FOR PORCH TRUSS BOTTOM CHORDS. SHEATH WALL CONT. THRU LOW ROOF TO 1 ST LEVEL BOTTOM PLATE. OVERLAP FLOOR SYSTEM 12" MIN. PORCH CEILING SHEATHING AT BOTTOM CHORD OF--' TRUSS SEE 2/SO.1. CANT SHEATH WALL CONT. SIM. 2 8 THRU LOW ROOF TO so.2 [BEAM BELOW. SO.1 N H- H F- H H ►- H f- H- � H (2)HTS16-- —7 F F01 F01 F02 SB BLOCKING ANEL SEE DETAIL /SO.1. F02 F02 F03 THD46 THD46 FULL DEPTH 5Y2" WIDE SYP#2 BEARING BLOCK ON EA. SIDE OF BEAM. FASTEN TO BEAM F1302 w/(2)ROWS V4"Ox3" SDS © 3" O.C. STAGGERED. 2)HTS16 2)HTS16 PRE—ENGINE WOOD ROOF TRU >- L.Lj J I- U Q U J W d - CK oa- O Cl) F__ V) Q -IL L Q F- I— W Z Cn O DETAIL (2)2x6 BLOCKING BELOW WALL ABOVE FASTEN EA. END w/ (5)10d TOE—NAILS. ,—, T01 FRAME UPPER LEVEL CONT. j THD46 FROM 1ST LEVEL TOP PLATE 1 (2)HTS16 F03 TO 2ND LEVEL TOP PLATE. I S1.2 DO NOT FRAME KNEE WALL FLOOR SYSTEM ELEVATION. SHEATH CONT. THRU F04 LOWER ROOF TO 1 ST LEVEL BOTTOM PLATE. F04 F09 I OVERLAP FLOOR 777 77 F FG02 J SYSTEM 12" MIN. 0 o Fri 09 I (2)HTS16 OR—/ I (2)MSTA24 1 I I j SHEATH WALL CONT. THRU LOW ROOF TO GIRDER BELOW. co o I � 0 0 C) 0 W CD o 0 o c H H � � CD 0 0 CD CD CD LL LL LL LL I.L. L� F- l`__ l-_ LL o I I 1 (2)HTS16 11 2 S0.1 r 8 SO.1 S0.2 SIM. � • �t :�C ; No PlotlD Length Product Plies Net Qty F1301 w w W w J1 3 3 F1302 26-05-08 1-3/4" x 20" VERSA -LAM® 2.0 3100 SP II 2 2 F1304 19-05-08 1-3/4" x 20" VERSA -LAM® 2.0 3100 S 3 3 JUS24 13-08-00 1-3/4" x 20" VERSA -LAM® 2.0 3100 S 2 2 T05EJ 8 THD46 JUS24 SO.2 T06 THD46 JUS24 THD46 T07 (2) H TS16 JUS24 THD46T09 T 26-2 THD46 c o = o ca T10 o 0 THD46 m THD46 m I I ILI_ I IU_ I ILL LL cC 2)HTS16 PRE—ENGINE WOOD ROOF TRU >- L.Lj J I- U Q U J W d - CK oa- O Cl) F__ V) Q -IL L Q F- I— W Z Cn O DETAIL (2)2x6 BLOCKING BELOW WALL ABOVE FASTEN EA. END w/ (5)10d TOE—NAILS. ,—, T01 FRAME UPPER LEVEL CONT. j THD46 FROM 1ST LEVEL TOP PLATE 1 (2)HTS16 F03 TO 2ND LEVEL TOP PLATE. I S1.2 DO NOT FRAME KNEE WALL FLOOR SYSTEM ELEVATION. SHEATH CONT. THRU F04 LOWER ROOF TO 1 ST LEVEL BOTTOM PLATE. F04 F09 I OVERLAP FLOOR 777 77 F FG02 J SYSTEM 12" MIN. 0 o Fri 09 I (2)HTS16 OR—/ I (2)MSTA24 1 I I j SHEATH WALL CONT. THRU LOW ROOF TO GIRDER BELOW. co o I � 0 0 C) 0 W CD o 0 o c H H � � CD 0 0 CD CD CD LL LL LL LL I.L. L� F- l`__ l-_ LL o I I 1 (2)HTS16 11 2 S0.1 r 8 SO.1 S0.2 SIM. Floor Truss Connector List Manuf Product Qty USP THD26-2 2 USP THD46 19 FLOOR AND ROgF TRUSS PLACEMENT PLAN SCALE: 1/4" = 1'-0" EJ 11 Me 2ND FLOOR WALL STUDS. SET ON DOUBLE TOP PLATE 6 BLOCKING TWEEN EA. TRUSS TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH 2-12D TOENAILS & 1—SIMPSON S�WC15600 SCREW UNLESS OTHERWISE NOTED Roof Truss Connector List Manuf Product Qty USP JUS24 6 USP THD26 11 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 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 IV _TU TRUSS TIE DOWN WITH SIMPSON SDWC Rafter to Top Plate shown Truss to Top Plate similar Optimal 22Y' 10' 0 30' STUD DIRECTLY BELOW TRUSS y2"Max SDWC15600 TOP PLATE TO STUD SDWC15600 Nat?,; 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 E D NOT DIRECTLLL,6_ I I ^ IOW TRUSS SDWC15600 Note: Reference detail 2a for installation angle limit SDWC INSTALLATION Rafter to Top Plate shown (Truss to Top Plate similar) j STUD NOT DIRECTL BELOW TRUSS ®Do not install SDWC in hatched area SDWC15600 Overhang 1 1/2" MIN 2" MAX SDWC INSTALLATION RANGE N'" minimum edge distance for full values (with or without a plate splice) A' from top plate splice Offset for full values Rafter or Truss Splice may be in upper or - lower plate SDWC AT TOP PLATE SPLICE STUD NOT UD RECTLI�I B Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 A. P rl � • Products :�C ; No PlotlD Length Product Plies Net Qty F1301 26-06-08 1-3/411 x 20" VERSA -LAM® 2.0 3100 SP 3 3 F1302 26-05-08 1-3/4" x 20" VERSA -LAM® 2.0 3100 SP II 2 2 F1304 19-05-08 1-3/4" x 20" VERSA -LAM® 2.0 3100 S 3 3 F1303 13-08-00 1-3/4" x 20" VERSA -LAM® 2.0 3100 S 2 2 Floor Truss Connector List Manuf Product Qty USP THD26-2 2 USP THD46 19 FLOOR AND ROgF TRUSS PLACEMENT PLAN SCALE: 1/4" = 1'-0" EJ 11 Me 2ND FLOOR WALL STUDS. SET ON DOUBLE TOP PLATE 6 BLOCKING TWEEN EA. TRUSS TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH 2-12D TOENAILS & 1—SIMPSON S�WC15600 SCREW UNLESS OTHERWISE NOTED Roof Truss Connector List Manuf Product Qty USP JUS24 6 USP THD26 11 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 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 IV _TU TRUSS TIE DOWN WITH SIMPSON SDWC Rafter to Top Plate shown Truss to Top Plate similar Optimal 22Y' 10' 0 30' STUD DIRECTLY BELOW TRUSS y2"Max SDWC15600 TOP PLATE TO STUD SDWC15600 Nat?,; 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 E D NOT DIRECTLLL,6_ I I ^ IOW TRUSS SDWC15600 Note: Reference detail 2a for installation angle limit SDWC INSTALLATION Rafter to Top Plate shown (Truss to Top Plate similar) j STUD NOT DIRECTL BELOW TRUSS ®Do not install SDWC in hatched area SDWC15600 Overhang 1 1/2" MIN 2" MAX SDWC INSTALLATION RANGE N'" minimum edge distance for full values (with or without a plate splice) A' from top plate splice Offset for full values Rafter or Truss Splice may be in upper or - lower plate SDWC AT TOP PLATE SPLICE STUD NOT UD RECTLI�I B Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 A. P rl � • �� C � rtes. ,* :�C ; No STAi Luis A. Pontigo, PE FL PE#53311 REVISIONS DATA 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 5 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES, FLOOR AND ROOF TRUSS PLACEMENT PLAN LOOIRA SCALE DIMENSIONSFROM WINGS. IF A DIMENSION IS CLEAR REFER TO THE TECTURAL DRAWINGS OR ONTACT THE E.O.R PLAN NAME TERRANCO COASTAL DESIGN/DRAWN/CHECKED JWA CMJ LAP DATE 08.06.18 SCALE AS NOTED LPA No. TOLL -18-00810 CONTROL No. 4330 SHEET S1.2 SHEET % 0F 9 C 00 0 N a 6x6 P.T. SYP POST SET DIRECTLY ON BEAM BELOW. STRAP TO POST BELOW w/(2)CS18 (TYP.) SEE DETAIL 1/S1.3. SHEATH WALL CONT. THRU LOW ROOF TO BEAM BELOW. STRAP WALL TO L. BELOW PER DETAIL 7/SO.2. 00 (2)2x12U ( )2x6-1 /1 (2)2x6- /1 ((2)2x8-1/21 __7 I 0 4 N I S0.1 (3)2x6 SPF#2 CS18 0l POST. STRAP TO m BELOW w/(2)CS18. LLJN r> J x I Cn ~I cn o- w CS18 I- Cn (3)2x6 SPF#2 I/-BELOW w/(2)CS18. (2)2x12 oo U 1 I SEE 3/S0.1 FOR BEAM J CONN. (TYPICAL) I I I I \ I T X N "I I I I I I I I I I I SHEATH ALL CONT. THRU I LOW ROOF TO 1ST LEVEL � BOTTOM PLATE. OVERLAP FLOOR SYSTEM 12" MIN. X N N �I I I I I I I CS18 (3)2x6 SPF#2 POST. STRAP TO BELOW w/(2)CS18. CS18 CS18 (2)2x6 SPF#2 POST. STRAP TO /- BELOW w/(2)CS18. CS18__ Low -111 I*] lb G� I N I � cn O\ I F__ I _ JJ Q I Q I � o I I Q I � LIJ (3)2x6 SPF#2 1 3: POST. STRAP TO 1 of BELOW w/(2)CS18. I w m 2ND STORY POST SET DIRECTLY ON BEAM BELOW I I I I 2x12 BLOCKING BETWEEN EACH JOIST I PORCH BEAM, SEE PLAN. I (2)CS18 POST TO POST I I 1ST STORY POST. SEE PLAN. DECK DETAIL SHEATH WALL CONT. THRU LOW ROOF TO BEAM BELOW. (2)2x6-1/1 >I OI I N I ml CS18 © BOTTOM OF STUD Q WHERE NOTED. SEE DETAIL o AT BOTTOM RIGHT OF PAGE. 3" O.C. EDGE & 6" O.C. "IN THE I o \ UI J �I STRAP HEADER CS18 �SS T36 BOVF --�- PER 7/S0.1 (3)2x6 SPF#2� X,%" A307 DIAMETER FULL HEIGHT POST. STRAP TO X55/8" A307 DIAMETER FULL HEIGHT BELOW w/(2)CS18. CS18 CS18 WALL SHEATHING. (2)2x6 SYP#2 BLOCKING. FASTEN EA. END w/ (4)10d TOE -NAILS 2x4 BLOCKING FLOOR AROUND POST /-SHEATHING. SDWC15600 _j� J � �- a U W d oa (n F-- 0 (n O J LL_ J �C/-) LLI Z Cn 0 OPEN TO I CD BELOW WATERPROOFING BY BUILDER EXTERIOR BEARING WALL. _16d COMMONS 8" ON CENTER FLOOR SHEATHING 6x6 POST. STRAP TO POST BELOW w/ (2)CS18 4x4 SYP#2 POST SET ON WALL BELOW. STRAP w/(2)CS18. I SEE 3/S0.1 FOR BEAM CONN. STRAP TO BELOW C14_ w/ CS18 (TYPICAL) I 00 SHEATH CONT. THRU LOWER ROOF TO 1 ST LEVEL BOTTOM PLATE. OVERLAP FLOOR SYSTEM 12" MIN. SECOND FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" OSB BLOCKING BETWEEN EACH TRUSS. SEE 5E/S0.1 SIMPSON SDWC15600 EXTERIOR BEARING WALL. SYMBOLS LEGEIvu I N I DESIGNATES SHEARN ALL. THE HIDDEN SW 3 6 I 8d ® 8 DESIGNATES 8d COMMONS LLJo 3" O.C. EDGE & 6" O.C. "IN THE I o \ DESIGNATES THE HEADER SIZE, NUMBER J OF PLY'S & JACK/KING STUDS NEEDED STRAP HEADER CS18 0 I F-- � --�- PER 7/S0.1 N J o X,%" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 X55/8" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 F26 ABOVE_ T Q2S] m TOP PLATE, SEE DETAIL 12/SO.1 _ (95 ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 SIMPSON HTT5 SEE DETAIL 15/S0.1 A • SIMPSON DTT2Z SEE DETAIL 15/SO.1 SIMPSON LTT20B SEE DETAIL 15/SO.1 WALL STUD SCHEDULE N D_ PLATE STUD SIZE � O HEIGHT CS18 EXTERIOR 9'-1 2x4 SPF#2 ® 16" O.C. m MAX o I WALL CONT. (2)2x6-1/1 C (2)2x6-1/1 0 SHEATH THRU LOW ROOF TO GIRDER BELOW. SECOND FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" OSB BLOCKING BETWEEN EACH TRUSS. SEE 5E/S0.1 SIMPSON SDWC15600 EXTERIOR BEARING WALL. SYMBOLS LEGEIvu DESIGNATES SHEARN ALL. THE HIDDEN SW 3 6 LINE DESIGNATES SIDE OF WALL THE SHEARWALL SHEATHING TO BE APPLIED. 8d ® 8 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,%" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 X55/8" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 R" A307 DIAMETER THREADED TER ROD TERMINATES AT FIRST FLOOR ® TOP PLATE, SEE DETAIL 12/SO.1 %" A307 DIAMETER THREADED (95 ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 SIMPSON HTT5 SEE DETAIL 15/S0.1 A • SIMPSON DTT2Z SEE DETAIL 15/SO.1 SIMPSON LTT20B SEE DETAIL 15/SO.1 WALL STUD SCHEDULE LOCATION PLATE STUD SIZE HEIGHT & SPACING EXTERIOR 9'-1 2x4 SPF#2 ® 16" O.C. MAX EXTERIOR 10'-1 2x6 SPF#2 ® 16" O.C. or MAX 2x4 SPF#2 ® 12" O.C. EXTERIOR 10'-1 TO 14'-0" 2x6 SPF#2 ® 16" O.C. INTERIOR 1 ,_0 11 2x4 SPF#2 ® 16" O.C. INTERIOR 12'-0" 2x6 SPF#2 ® 16" O.C. or MAX 2x4 SPF#2 ® 12" O.C. Sil1D 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.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, OROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 6/SO.0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.0 5. AT SHEARWALLS, PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 5/SO.1 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING AND HOLD DOWNS CS18 STRAPPING DETAIL CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END W/ 9-10d. 0 WALL FRAMING-/ w Z ow NO NAILS REQUIRED FLOORIN CLEAR SPAN TRUSSES OR JOIST. o� Z WALL FRAMING 0 CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 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 a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. T z U 0 Q(in Lu w LL1 U m � 7 0 J � ~ Q Z In m J (�i) Q J n J 00 w O � N m 0O J U SECOND FLOOR FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS IF A DIMENSIONS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PX/IAN NAME TERRAN0-COASTAL DESIGN/DRAWN/CHECKED JWA CMJ /LAP DATE 08.06.18 SCALE AS NOTED LPA No. TOLL -18-00810 CON 1 ROL No. 4330 SHEET S1.3 SHEET 8 OF 9 No OF r oN ,/0 C 'VAIV Luis A. Pontigo, 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 a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. T z U 0 Q(in Lu w LL1 U m � 7 0 J � ~ Q Z In m J (�i) Q J n J 00 w O � N m 0O J U SECOND FLOOR FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS IF A DIMENSIONS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PX/IAN NAME TERRAN0-COASTAL DESIGN/DRAWN/CHECKED JWA CMJ /LAP DATE 08.06.18 SCALE AS NOTED LPA No. TOLL -18-00810 CON 1 ROL No. 4330 SHEET S1.3 SHEET 8 OF 9 roam PORCH CEILING SHEATHING AT BOTTOM CHORD OF TRUSS SEE 2/S0.1. 2 S0.1 SIM. 8 SO.2 2x6 EXPOSED RAFTERS © 24" O.C. FASTEN TO TRUSS TOP CHORD w/ _j A34 ANGLE. FASTEN TO BEARING w/ SDWC15600 SCREW. (2)HTS16 L0 w THD26 THD26 THD26 THD26 THD26 1--HTS16 J56 2)HTS16 (2)HTS16 r` LO 8 SO.2 It u7ujy� w LO LU �w w w LU LO n 191 8 SO.2 ROOF TRUSS PLAQEMENT PLAN SCALE: 1/4" = 1'-0" THD26 O U') HD26 0 H TS16 8 SO.2 O O O (2)HTS16 r4d _. 2 S0.1 T33 SIM. 2x6 EXPOSED RAFTERS @ 24" O.C. T32 FASTEN TO TRUSS TOP CHORD w/ A34 ANGLE. FASTEN TO BEARING w/ SDWC15600 SCREW. 8 SO.2 T27 (2)HTS16 J54 PORCH CEILING SHEATHING AT BOTTOM CHORD OF 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 El V J T IV10UL--) LChCINLJ 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 ra STUD DIRECTLY BELOW TRUSS TOP PLATE TO SDWC15600 STUD SDWC15600 TRUSS TIE DOWN WITH SIMPSON SDWC Rafter to Top Plate shown Truss to Top Plate similar Optimal 22Y* 10' 0' 30' STUD DIRECTLY 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 IUD NOT DIRECTL LOW TRUSS SDWC15600 Note: Reference detail 2a for installation angle limit SDWC INSTALLATION Rafter to Top Plate shown (Truss to Top Plate similar) �2 moi STUD NOT DIRECTL BELOW TRUSS ®Do not install SDWC in hatched area SDWC15600 Overhang 1 1/2" MIN 2" MAX SDWC INSTALLATION RANGE Rafter or Truss 1h'" 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 Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 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 E ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 :ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. ROOF TRUSS PLACEMENT PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.k. F N NAME O—COASTAL RAWN/CH ECKED CMJ LAP DATE 08.06.18 SCALE AS NOTED LPA No. TOLL -18-00810 CONTROL No. 4330 SHEET SIA SHEET 9 OF g