The URL can be used to link to this page

1703 ATLANTIC BEACH DR - STRU. DRAWINGSDESIGN SPECIFICATIONS USP CONNECTORS DESIGN CODE: 2017 FLORIDA BUILDING CODE - RESIDENTIAL DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. DESIGN LOADS: ACTUAL AND UNIFORM ROOF FLOOR ROOF LOADING (cd=1.25) (cd=1.00) TOP CHORD LIVE LOAD 20 psf 40 psf TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 10 sf COMPONENTS & CLADDING ALLOWABLE DESIGN PRESSURES TRIBUTARY AREA (sf)ZONE INTERIOR EDGE STRIP (PSF): (PSF) a' = 4'-6" 10 +25.6 -27.7 +25.6 -34.2 50 +22.9 -25.0 +22.9 -28.8 100 +21.8 -23.9 +21.8 -26.6 GARAGE DOOR PRESSURES PSF 1 CAR UPLIFT SPF GARAGE +22.9 DOOR -28 8 (8'x7') (9)1Odx1' 2 CAR USP RT7 GARAGE +21.8 DOOR -23 9 (16'x7') 775 CONNECTOR SYP UPLIFT SPF FASTENERS (1)2x4 SPF #2 USP A35 450 450 (9)1Odx1' 2" USP RT7 585 495 (5)8d E k. END USP RTBA 775 650 (5)1Odx1 /2" EA. END USP MTW12 1195 860 (7)10dx1'/2" EA. END USP HTW20 1450 1245 (12)10dx '/2" EA. END PROVIDE 2x4 BLOCKING PROVIDE SOLID BLOCKING AT HORIZONTAL JOINTS. 1"- WITHIN FLOOR SYSTEM AT ALL TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) P var, maiIo•ry i•roo kzl)iva m. ruvv BOTTOM CHORD LIVE LOAD 10 psf 0 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE BOTTOM CHORD DEAD LOAD 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY USP MSTA36 2065 2065 (13)10d EA. END DEFLECTION CRITERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 1/,"o ROD TO FTG. ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/240 SHALL BE PERMITTED USP JUS28 1305 1305 (6)10d 70 HEADER FLOOR FRAMING: LIVE LOAD L/360 &TOTAL LOAD L/240 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 0.75' MAX ANY CASE 5/8"0 RCD TO FTG. POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. USP HTT22 5370 5370 5/s"p ROD TO FTG. WIND LOADING: LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 5/8 "0 ROD 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 PLUS =PRESSURE AND MINUS =SUCTION. USP PAU66 2535 5/8"0 ROD w/ (12)16d BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR USP MSTAM24 1545 1455 (5)1/4"x2-1/4 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 WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET SIMPSON CONNECTORS THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. BASIC WIND SPEED (ASCE 7-10) - - - - - - - - - - 130 MPH IMPORTANCE FACTOR --------------- 1.00 ka a UPLIFT MEAN ROOF HEIGHT --------------- 25.0 FT r-- -� a�� CONNECTOR SYP SPF FASTENERS ROOF PITCH ------------------- 5/120 A35 450 450 12-8dx1'/2" BUILDING CATEGORY - - - - - - - - - - - - - - - - 11 EXPOSURE CATEGORY - - - - - - - - - - - - - - - CDENOTES EDGE STRIP. H2.5T 600 520 5-8d EA. END SEE C & C CHART HTS16 1150 1085 16-10d EA. END ENCLOSURE CLASSIFICATION - - - - - - - - - - - -ENCLOSED I ABOVE FOR 'a' DIMENSION INTERNAL PRESSURE COEFFICIENT - - - - - - - - - - t .18 MTS12 1000 860 7-10dx1 /2" EA. END t o I I o HTS20 1450 1245 24-10dx112" EA. END L__ MATERIAL SPECIFICATIONMSTA24 1765 1270 9-lOd EA. END S MSTA36 2050 1870 13-10d EA. END HARDWARE AND ANCHORS: o L__ __.l 0 18716d TO TRUSS/BEAM ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH [NOT ACTUAL PLAN] 7f 0� HTT4 3480 3080 1-5/s"0 ROD TO FTG. ASTM A 307 OR ASTM F 1554 GRADE 36. 32-16d 10 TRUSS/BEAM WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). SCOPE OF SERVICE HTT5 5250 4670 NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. 1-5/s"0 ROD TO FTG. METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: LUS28 930 780 6-10d TO HEADER RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE 4-10d TO JOIST DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR 14-16d TO HEADER SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU410 905 785 LARGER THAN REBAR SIX AND 1 /g" LARGER THAN THREADED ROD SIZE. OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JOIST ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS .) THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT ANCHDOCUMENTS. ABU44 2200 5/,,"o ROD EPDXIED 6" MIN (DUAL CARTRIDGE INSTALLATION ONLY): ABU66 2300 5 EPDXY: ITW RED HEAD A7 /5"� ROD EPDXIED 6" MIN LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET N/A N/A SIMPSON EPDXY-TIE STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, 10-16d TO STUD/BEAM/POST WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED I 11-1/,,"o ROD TO FTG. SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT LSTA12 805 1695 10-10d MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 1705 13-8d GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS FL# CODE FL# CODE 10446.4 11478.3 10456.6 10456.3 13872.3 13872.4 13872.8 11496.2 11496.2 10655.113 10531.36 10849.6 10849.6 11506.4 11496.3 13872.5 10852.1 FLOOR SHEATHING SPECIFICATIONS 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON @ 6" O.C. EDGE & FIELD ROOF SHEATHING �P�CIFICATIONS: SHIN - MIN. 7&", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WIT IN 4'-0" OF ROOF EDGE). TE - MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF R OF 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 SP CIFICATIONS: FLEXIBLE FINISH -MIN. '/is" 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 WALL SHALL BE CONSIDERED BRITTLE FINISH. STUCCO FINISH. -MIN. 7/is". 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d @ 4" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. MASONRY SPECIFICATION MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MA BE USED IN BRICK VENEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. CONCRETE MASONRY UNITS (CMU): CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELS CONTAINING VERTICAL REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0". MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT WITH - #4 @ 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". CLAY MASONRY (BRICK): BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. (CONCRETE SPECIFICATIONS: ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 P31 AT 28 DAYS CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. GENERAL NOTES: FOOTING AND FOUNDATIONS: FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 957. 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 OTING DIMENSIONS AND LOCATION FROM THE FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 @48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS CONCRETE SLABS ON GRADE: SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. WOOD FRAMING SPECIFICATIONS: ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE -TREATED. IF, ACQ OR NON -DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. PRE-ENGINEERED WOOD TRUSSES: SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS -TO -TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB -91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. ROOF COVERING SPECIFICATIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. WATERPROOFING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND ANDABBREVIATIONS MEMBERS CONNECTION FASTENER TYPE LINTEL DIMENSION MIN. BRIG. MAX. SPAN INTERIOR LOAD BEARING WALL ® BUILT-UP POST IN THE WALL TOP PLATE TO TOP PLATE FACE NAIL 2 -GUN NAILS @ 12" STAG. L31/2 x3'/2 x1/4 4" 6'-0" GABLE X -BRACE, SEE DETAIL 10/S0.1 TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3 -GUN NAILS L4x31/2%'/4 6" 8'-0"(2)2 8-1/2 HEADER SIZE, JACK AND DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3 -GUN NAILS DESIGNATES SHEARWALL. THE KING STUD QUANTITY. L5x3'/2"x1/4 6" 10'-0" HIDDEN LINE DESIGNATES SIDE OF RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6") GUN NAIL @ 6" WALL THE SHEARWALL SHEATHING L6x31/2 %1/4 6" 12'-0"TO BE APPLIED. 8d @ 3/6 CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5 -GUN NAILS SW 3"/6" DESIGNATES 8d COMMONS ® 3" L7x31/2 %1/4 6" 16'-0" O.C. EDGE & 6" O.C. "IN THE CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4 -GUN NAILS FIELD" 1. STEEL LINTELS TO BE MINIMAL 36" CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8 -GUN NAILS LINTEL MUST HAVE CORROSION BRICK RESISTANT COATING OF EPDXY BASED VENEER ADJ - ADJACENT LG - L ng JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3 -GUN NAILS PAINT. II= BM - BEAM MANUF - Manufacture Imo_ WEATHER BOT - BOTTOM MONO Monolithic RAFTER TO PLATE TOE NAIL (3-8d) 3 -GUN NAILS BARRIER BRG - BEARING OC - In Center 2. LINTEL MORE THAN 8'-0". SHOULD L CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board JACK RAFTER TO HIP TOE NAIL (3-10d) 4 -GUN NAILS BE LATERALLY SUPPORTED NOT TO I DBL - DOUBLE PERP Perpendicular ROOF RAFTER TO 2x_ RIDGE BM. TOE NAIL (2-16d) 3 -GUN NAILS EXCEED 6 FT. O.C. w/ 2-'/4x3" WD. DIA - DIAMETER PRE EN - Pre Engineered SCREWS INTO HEADER PROVIDE A /2LINTEL EA - EACH PSF - Pounds per Square Foot CONT. HEADER, TWO PIECES FACE NAIL 16d@ 16" 0-C. @ EDGE 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 j'==1 SEE NOTE 2 EOR - ENGINEER OF RECORD PT - PRESSURE TREATED 3. BRICK VENEER ATTACHMENT: J EQ - EQUAL QT -Quick Tie STUD TO SOLE PLATE TOE NAIL (3-16d) 4 -GUN NAILS HORIZONTAL TIES @ 24" O.C., VERT. EXT - EXTERIOR REINF - Reinforce SOLE PLATE TO JOTS'/BLOCKING FACE NAIL (16d @ 16") GUN NAIL @ 8" TIES @ 12" O.C.. (FOR 130mph HEADER, FLASHING FBC - FLORIDA BUILDING CODE SF - Square Foot WIND -ZONE VERT. TIES @ 16" D.C.). SEE PLAN BRICK LINTEL, FDN -FOUNDATION SPF -Spruce Pine Fur NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHINSEE SCHEDULE FT - FOOT SYP - Southern Yellow Pine 3"x0.131"G = GUN NAILS 2"x0.113"0 = RINK SHANK 12" OF OPENINGS. PROVIDE3/1s"O WEEP FTG - FOOTING THRU Through 2"x0.113"O = 6d 2/2"x0.131"O = 8d HOLES @ 33" O.C. IMMEDIATELY ABOVE SECTION 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 11/2 "x0.148" O = 10dx1'/2 " 1'/2 "x0.131 "0 = 8dx1'/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/10d 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 @ 3" O.C. -----v''�'%r I I L---- - J I SYP#2 DBL. II SEE 5/S0.0. TOP PLATE. II FULL HEIGHT SHEATHING TO BE CONTINUOUS TO UPPER TOP PLATE. TYPICAL STUD NAILING: 0.131x3" END NAILS: (2) @ 2x4, (3) @ 2x6. (4) @ 2x8. ROOF SHEATHING, SEE SPECIFICATIONS. r SEE 5/S0.0. / 2x -BLOCKING ONLY REQUIRED IF SHEARWALL. L-- ---J FASTEN LOWER STUD PERMANENT TRUSS ;1 8d TO TALLER STUD w/ BRACING BY OTHER.(; COMMON 2 -ROWS OF 10d COMS II ®3" D.C, @ 12" D.C. FULL HEIGHT ANCHOR AT INTERIOR WALLS TYPICALLY %" FULL HEIGHT THREADED RODS @ 6'-0" O.C. BLOCKING ONLY REQUIRED AT SHEARWALLS AND STUCCO FINISH. 16d COMMONS @ 8" O.C. FLOOR SHEATHING,r SEE SPECIFICATIONIS. --==_ I i I -- SEE 1/S0.1. -//1 -- BLOCKING ONLY REQUIRED AT SHEARWALLS AND-/ STUCCO FINISH. INTERIOR BEARING AW LL: SEE SCHEDULE FOR STUD SIZE AND O.C. SPACING. (3) @ 2x4, (4) @ 2x6, (5) @ 2x8. PT. SYP#2 SOLE PLATE. WALL SHEATHING SEE DETAIL 1/SO.1 FOR SPLICING OPTIONS. I I I I I 2 I SO.0 I J - WALL SHEATHING SEE DETAIL 1/SO.1 FOR SPLICING OPTIONS. I I WALL SHEATHING TO II II SOLE PLATE II SEE DETAILS SEE DETAILS 11 RAISE Ys" FROM 8d @ 3" I, BOTTOM OF SOLE I; ON 51.01 ON S1.01 I; PLAN AND FASTEN F-- �I----�--- -�--I F-- w/8d COMMON @ 3" D.C. 1 ) Ll L --------J L ----------J L -------J SINGLE STORY MULTY STORY TYP. WALL,. SECTIONS c SIMPSON DROPPED HEAD OR SILL PLATES MINIMUM END FASTENER EACH END 6 4'-4" (1)2x4 SPF #2 SDWC15600 G 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS S 8'-4" SEE ROOF (1)A34 + (4)12d TOE NAILS 5 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS FRAMING ANCHOR INTO 2x MATERIAL. 42" 24" PLAN FOR 4)�" 23/4" EXTEND SHEATHING VERT. DETAILS. VJACK SEE PLAN. TO TOP OF TRUSS AS SHOWN. CITY OF ATLANTIC BEACH rATWO STORY CONDITIONS, WINDOW SILL SEE PROVIDE 2x4 BLOCKING PROVIDE SOLID BLOCKING AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE WITHIN FLOOR SYSTEM AT ALL SPECIFICATIONS BELOW. HEEL >- 1'-0" UPPER LEVEL POSTS & JACK STUDS. PRE-ENGINEERED WOOD 2x SPF BLOCKING (1) ROW OF 1 O ROOF TRUSSES. RIPPED TO FIT WITH GAP SHOWN. (4) ROWS 12d NAILS @ 4" O.C. SIMPSON AT 12" O.C. SDWC15600 SEE ROOF ,e FRAMING PLAN FOR EA. SIDE. 2x6 MEMBERS: SIMPSON DETAILS. (3) ROWS 12d SHEATHING MAY SDWC15600 (2) ROW OF 1 O NAILS @ 4" O.C. TERMINATE AT SIMPSON I� SEE ROOF SIMPSON EA. SIDE. TOP OF DBL. FRAMING SDWC15600 EE NOT 1. TOP PLATE. SEE NOTE 1. II PLAN FOR SEE NOTE 1. DETAILS. TYPICAL CONNECTION 5° < HEEL < 1'-0° HEEL < 5" NOTES: TRUSSLOK 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. �`� 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 TYPICAL HEADER NAILING 0.131X3" TOE NAILS 2X6, 2x8 = (5) NAILS 2x10, 2x12 = (7) NAILS 9" LVL, 11" LVL = (7) NAILS 14" LVL, 16" LVL = (9) NAILS SYP#2 DBL. 6I MAXI - TOP PLATE. TYPICAL TOP PLATE NAILING: FASTEN ALL TOP PLATES TOGETHER w/ (3) ROWS OF .131x3 @ 12" O.C. STAGGERED SYP#2 HEADER, PER PLAN. I� RAISED HEADER 4 I ARCHED TRANSOM OPTION SEE RIGHT. WINDOW SILL SEE SCHEDULE FOR SILL SIZE AND CONNECTION EACH END. -0" MIN. SPLICE LENGTH / (16) 0.131x3" NAILS VENLY SPACED 4'-0"1 MIN. WINDOW SILL SCHEDULE ROUGH OPENING DROPPED HEAD OR SILL PLATES MINIMUM END FASTENER EACH END 6 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS G 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS S 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 U FOUNDATION SEE PLAN 12' 1'/2 ' WALL FRAMING AT WALL FRAMING AT MAX. MIN. SOLE PLATE ANCHOR: PLATE CHANGE CONDITION RAISED HEADER CONDITION FROM SOLE SEE SCHEDULE PLATE BREAK BUILDER MAY CHOOSE EITHER THE DROPPED WALL FRAMING AT HEADER CONDITION OR RAISED HEADER CONDITION. SOPPED HEADER CONDITION TYPICAL WALL FRAMING 2Y„ 3x3xY4' SLOTTED WASHER PUSHED -%/--To OUTSIDE 3x3xY4" SLOTTED FACE OF WALL. WASHER PUSHED TO OUTSIDE FACE OF WALL. PLAN VIEW - ' x Yz' THREADED ROD j EPDXIED 4" OR Y2"Ox6" SIMPSON TITEN HD. SECTION VIEW SOLE PLATE ANCHOR Q$, HOLD DOWN. BUTT JOINT-\ PT. SYP#2 J- U 12" 1 Y2" FASTENED W/ 3-0.131"x3" DROPPED SOLE PLATE BREAK END TYPICAL. HEADEREA. SHEARWALLS WASHER SPACING SPEC. SHEATHING MAY EXTEND 2" PAST BLOCKING- WINDOW EDGE DISTANCE Y"0 EPDXY SYP#2 HEADER, # 24" ATTACHMENTS MUST PER PLANS. 2Y4" ANCHOR INTO 2x MATERIAL. 42" 24" AND 4)�" 23/4" KING STUDS, THAN 8' OR OPENINGS LESS VJACK SEE PLAN. 3 PLY BEAM. CITY OF ATLANTIC BEACH rATWO STORY CONDITIONS, WINDOW SILL SEE N PROVIDE SOLID BLOCKING SCHEDULE. stn,% / . q,, WITHIN FLOOR SYSTEM AT ALL ° UPPER LEVEL POSTS & JACK STUDS. SDWC15600 SCREW SEE 8/SO.0. (1) ROW OF 1 O U FOUNDATION SEE PLAN 12' 1'/2 ' WALL FRAMING AT WALL FRAMING AT MAX. MIN. SOLE PLATE ANCHOR: PLATE CHANGE CONDITION RAISED HEADER CONDITION FROM SOLE SEE SCHEDULE PLATE BREAK BUILDER MAY CHOOSE EITHER THE DROPPED WALL FRAMING AT HEADER CONDITION OR RAISED HEADER CONDITION. SOPPED HEADER CONDITION TYPICAL WALL FRAMING 2Y„ 3x3xY4' SLOTTED WASHER PUSHED -%/--To OUTSIDE 3x3xY4" SLOTTED FACE OF WALL. WASHER PUSHED TO OUTSIDE FACE OF WALL. PLAN VIEW - ' x Yz' THREADED ROD j EPDXIED 4" OR Y2"Ox6" SIMPSON TITEN HD. SECTION VIEW SOLE PLATE ANCHOR Q$, HOLD DOWN. BUTT JOINT-\ PT. SYP#2 J- U 12" 1 Y2" 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'/8" W/ 11/2"0 ROUND STEEL WASHER MAY BE USED. SOLE PLATE ANCHOR DETAIL & SCHEDULE SCALE: 3/4" = V-0" SOLE PLATE ANCHOR SCHEDULE SDWC SCREW @-", 24" O.C. ANCHOR EXT. WALL SPACING SHEARWALLS WASHER SPACING SPEC. EMBEDMENT DEPTH EDGE DISTANCE Y"0 EPDXY 42" 24" 3x3x0.229" 4" 2Y4" )t,06" TITEN HD 42" 24" 3x3xO.229" 4)�" 23/4" NOTES: 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO CORNERS AND PLATE BREAKS AND KING STUDS. 2. WASHERS SHALL BE SLOTTED. 3. AS AN ALTERNATE TO THE 3"X3"XY4" PLATE WASHER, A 3"X3"X'/8" W/ 11/2"0 ROUND STEEL WASHER MAY BE USED. SOLE PLATE ANCHOR DETAIL & SCHEDULE SCALE: 3/4" = V-0" KING STUD TO TOP PLATE: SDWC15600 SCREW. NOT REQUIRED AT GABLE - ENDS OR OPENINGS LESS THAN 4'-6" TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. LEAD OR SILLA H PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. (2)12d TOE NAILS E.E. (MIN) SOLE PLATE CONNECTOR SOLE PLATE ANCHOR LOCATED WITHIN 6" OF STUD PER SCHEDULE PACK. OMIT IF SHEARWALL HOLD DOWN IS SPECIFIED SINGLE STORY (-a1 TYPICAL HEADER STRAPPING KING & JACK STUDS SEE PLAN KING STUD TO FRAMING BELOW: CS18 STRAP w/6-10dx1Y2" 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 LESS THAN 3'-6' STRAPPING NOT REQUIRED AT LOWER LEVEL HEADERS UNLESS SPECIFIED ON PLAN TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. L HEAD OSILL PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. MULTISTORY (STACKED WINDOWSi RATED SHEATHING, H NG BOUNDARY OF SHEATHING. SEE GENERAL NOTES. 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. ROOF (UON). TRUSSES, OR FLOOR JOISTS. /7NROOF AND FLOOR SHEATHING NAILING 2.0 SCALE: 3/4" = 1'-0" 2x4 BLOCKING 024" O.C. FASTEN EACH END w/3 -10d TOENAILS. STUD BELOW LOWER TOP 4-10d PLATE AT BREAK.eOVERPDOUBLE COMMONS TOP PLATES. ORTHOGONAL VIEW WALL INTERSECTION OF CORNER CONDITIONS • CORNER WALL INTERSECTION CONDITIONS CONDITIONS NOTES: 1. OVERLAP TOP PLATES LA ES AT CORNERS AND INTERSECTIONS. 2. DENOTES 3"x0.131" GUN NAILS @ 6" O.C. VERTICAL, 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE. 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED. 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE OPTIONS ARE SHOWN. FRAMED WALL CORNER AND INTERSECTIONS STUDS CONFIGURATIONS TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED STUD OR 2) BLOCKING FAS1 N/8 -10d COMMO MULTISTORY (UNSTACKED WINDOWS TRUSS TO PLATE: SDWC SCREW PLATE TO HEADER: SDWC SCREW @ 24" O.C. 2X6 WALL TRUSS TO rPLATE: SDWC I SCREW 14, SDWC SCREW @-", 24" O.C. (3) ROW OF 10d � HEADER FASTENING SECTION NAILS @ 8" O.C. 4 KING STUD TO FRAMING BELOW: r� ~ 2 PLY NAILS EACH END. STRAP ATTACHMENT CAN BE INTERIOR OR EXTERIOR SIDE OF WALL. STAGGERED STRAP NOT REQUIRED AT THE FOLLOWING: BEAM. JACK TRUSSES LESS THAN 8' OR OPENINGS LESS 3 PLY BEAM. CITY OF ATLANTIC BEACH a bt:L FLHMI 15 FOR AL N REQUIREMENTS AND CONDITIONS stn,% / . q,, 2x4 MEMBERS: ° (1) ROW OF 1 O (4) ROWS 12d NAILS @ 4" O.C. AT 12" O.C. EA. SIDE. 2x6 MEMBERS: (3) ROWS 12d (2) ROW OF 1 O NAILS @ 4" O.C. AT 12" O.C. STAGGERED EA. SIDE. 2 & 3 PLY BEAMS 2x4 OR 2x6 POST 2x8 POST (3)ROWS OF 5" (3)ROWS OF 63/4' TRUSSLOK TRUSSLOK ENGINEERED WOOD ENGINEERED WOOD FASTENERS @ 24"o.c FASTENERS @ 24"o.c AS SHOWN AS SHOWN 3 -PLY 4 -PLY 14" LVL AND GREATER NOTES: 1. TYP. CONNECTION AT STUD COLUMNS, JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS �s1 BUILT-UP MEMBER FASTENING KING STUD TO TOP PLATE: SDWC15600 SCREW. NOT REQUIRED AT GABLE - ENDS OR OPENINGS LESS THAN 4'-6" TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. LEAD OR SILLA H PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. (2)12d TOE NAILS E.E. (MIN) SOLE PLATE CONNECTOR SOLE PLATE ANCHOR LOCATED WITHIN 6" OF STUD PER SCHEDULE PACK. OMIT IF SHEARWALL HOLD DOWN IS SPECIFIED SINGLE STORY (-a1 TYPICAL HEADER STRAPPING KING & JACK STUDS SEE PLAN KING STUD TO FRAMING BELOW: CS18 STRAP w/6-10dx1Y2" 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 LESS THAN 3'-6' STRAPPING NOT REQUIRED AT LOWER LEVEL HEADERS UNLESS SPECIFIED ON PLAN TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. L HEAD OSILL PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. MULTISTORY (STACKED WINDOWSi RATED SHEATHING, H NG BOUNDARY OF SHEATHING. SEE GENERAL NOTES. 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. ROOF (UON). TRUSSES, OR FLOOR JOISTS. /7NROOF AND FLOOR SHEATHING NAILING 2.0 SCALE: 3/4" = 1'-0" 2x4 BLOCKING 024" O.C. FASTEN EACH END w/3 -10d TOENAILS. STUD BELOW LOWER TOP 4-10d PLATE AT BREAK.eOVERPDOUBLE COMMONS TOP PLATES. ORTHOGONAL VIEW WALL INTERSECTION OF CORNER CONDITIONS • CORNER WALL INTERSECTION CONDITIONS CONDITIONS NOTES: 1. OVERLAP TOP PLATES LA ES AT CORNERS AND INTERSECTIONS. 2. DENOTES 3"x0.131" GUN NAILS @ 6" O.C. VERTICAL, 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE. 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED. 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE OPTIONS ARE SHOWN. FRAMED WALL CORNER AND INTERSECTIONS STUDS CONFIGURATIONS TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED STUD OR 2) BLOCKING FAS1 N/8 -10d COMMO MULTISTORY (UNSTACKED WINDOWS TRUSS TO PLATE: SDWC SCREW PLATE TO HEADER: SDWC SCREW @ 24" O.C. 2X6 WALL TRUSS TO rPLATE: SDWC I SCREW 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 V N No 3 tx �a�simltora�''<f`+ �n Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL C T CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. DESIGN CRITERIA AND GENERAL NOTES DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME TERRANO-COASTAL DESIGN/DRAWN/CHECKED JWA / AJS LAP DATE 05.22.18 SCALE AS NOTED LPA No. TOLL -18-00630 CONTROL No. 4588 SHEET SO.0 SHEET 1 OF 9 PLATE TO HEADER: 1 v� SDWC SCREW @-", 24" O.C. 2X4 WALL � HEADER FASTENING SECTION , KING STUD TO FRAMING BELOW: r� ~ CS18 STRAP W/6-10DX1Y2" LJL- 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 REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH bt:L FLHMI 15 FOR AL REQUIREMENTS AND CONDITIONS stn,% / . q,, .'lr>,► 3 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 V N No 3 tx �a�simltora�''<f`+ �n Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL C T CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. DESIGN CRITERIA AND GENERAL NOTES DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME TERRANO-COASTAL DESIGN/DRAWN/CHECKED JWA / AJS LAP DATE 05.22.18 SCALE AS NOTED LPA No. TOLL -18-00630 CONTROL No. 4588 SHEET SO.0 SHEET 1 OF 9 BLOCKING ONLY REQUIRED AT SHEARWALLS AND STUCCO FINISH 16d COMMONS @ CONT. RIBBON BOARD (TYP) T FLOOR TRUSSES OR JOIST. 5-8d COM EACH SIDE OF SPLICE SHEATHING SPLICE z N 16d COMMONS @ 8" O.C. CONT. RIBBON BOARD (TYP) FLOOR TRUSSES OR JOIST. 8d COM 3" O.C. EACH SIDE OF SPLICE SHEATHING SPLICE 3/4" OSB or PLYWOOD RIM BOARD )a" SHORTER THAN WALL FRAMING WALL FRAMING FLOOR SYSTEM. ALIGN VERTICAL JOINTS WITH TSPLICEWALL SHEATHING BLOCKING ONLY REQUIRED I:�-LHING JOINTS 5-8d COM AT SHEARWALLS AND EACH SIDE STUCCO FINISH OF SPLICE OPTION 1 OPTION 2 OVER LAP SHEATHING APA RIM BOARD OPTION NOTE 1: 1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS 2x4 SYP#2 CATS AT 12' O.C. FASTENED TO TOF PLATE w/ 4-0.131x3' COMMON FASTEN CAIS EACH END w/ 3-0.131x3" COMMON TOE NAILS SHEARWALL EXTERIOR WALL ALTERNATE A 2x4 SYP#2 HORIZ. BRACING 24" O.C. BETWEEN OUTER WALL - & FIRST INTERIOR TRUSS. NAIL EACH END w/ 3-0.131x3" NAILS (TYP) FLOOR TRUSS 2x4 SYP#2 DIAGONAL FASTEN EA. END w/ 3-10d COMMONS CEILING WALL FRAMING LINE INSTALL FLOOR TO FLOOR STRAPPING PER OPTION 1 OR 2 FLOOR TRUSS PARALLEL ROOF TRUSS. ROOF SYP#2 2x4 NAILER FASTENED TO TRUSS TRUSS. BOT. CHORD w/ 0.131x3" CSD 3" O.C. FLOOR OR FASTENED TO SHEATHING w/ 8d ® 3" O.C. ROOF TRUSS. SHEATHING FASTENED TO MAX. TOP PLATE w/ 10d @ 3" O.C. tt C2, SYP#2 CONT. ATTACH 16" MAX. TOP PLATE AND TRUSS w/ 0.131x3" 0 3" O.C. EDGE OF 2x MAY OVERHANG TOP PLATE. SHEARWALL SHEARWALL ALTERNATE B ALTERNATE C 2x6 SYP#2 BLOCKING BETWEEN 2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP FASTENED TO TOP PLATE w/ 10d @ 4" O.C. PLATE w/ 10d @ 3" O.0 PORCH SHEATHING, SEE SPECIFICATIONS HEADER BELOW END I PORCH PARALLEL HEADER & SUPPORT TO WALL PORCH POST, PER PLAN. 1 (2)MSTA24 PERPENDICULAR I STRAPS 0 WALL 24" 16 GUAGE POST BASE: STRAP w/11- POST 24" 16 GUAGE 4x4 POST:ABU44 10dxlY2" EA. END BELOW STRAP w/11- 6x6 POST: ABU66 10dx1Y2 EA. END If PORCH. PORCH HEADER, `� SLAB SEE PLAN HTS16 STRAPS MSTA24 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: 1/2" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS ® 6" O.C. EDGE & FIELD OR % (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD �21 TYPICAL PORCH FRAMING DETAILS " OSB DIAPHFAGM FASTEN ROOF FLOOR DECK SEE DETAIL 5/SO.1 FOR 10d CD4 O.C. RNATE G PERFORATED SHEARWALL UPPER TO LOWER STUDS DIAPHRAGM ATTACHMENT EACH END w/3 -10d TRUSS. CONCRETE HOLE WHERE APPLICABLE _ _ _ oB -END STUDS TO FOUNDATION 2x4 SPF#2 CONTINUOUS FLOOR TRUSS. - I I ROOF %"0 NOTES: ROOF TRUSS, oC - SOLE PLATE ANCHORS SEE SCHEDULE ON DETAIL 3/SO.0 TRUSS. SDWC 15600 ---------- t - LEDGER AS MAY ® 32" O.C. SCREWS I I ❑ ❑ I I SHEARWALL 1. PROVIDE %" OSB SHEATHING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. TRUSS l OSB WALL SSHEATHINGI ! 0 1 ( I " OSB DIAPHFAGM FASTEN ROOF FLOOR DECK SW 803"/6" 10d CD4 O.C. RNATE G PERFORATED SHEARWALL UPPER TO LOWER STUDS TO NAILER w/ (1) ROW 8d EACH END w/3 -10d TRUSS. CONCRETE HOLE SW 8d@3/6: (2) CS18 STRAPS _ _ _ oB -END STUDS TO FOUNDATION 2x4 SPF#2 CONTINUOUS FLOOR TRUSS. ® 3" O.C. FASTEN TO TOP SW 8dc�3/6: HTT5 OR HDU5 W 8dt�3/6: HTT5 OR HDU5 %"0 NOTES: ROOF TRUSS, oC - SOLE PLATE ANCHORS SEE SCHEDULE ON DETAIL 3/SO.0 C - SOLE PLATE ANCHORS EE SCHEDULE ON DETAIL 3/SO.0 SHEARWALL 1. A LEDGER AS MAY SHEARWALL NOTES FRONT SIDE OF WEBS. -\ PLATE w/ (2) ROWS A,B,C,D, OR G. 1. PROVIDE %" OSB SHEATHING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. TRUSS l A 7/ "OSB Is ALTERNATE A. FL PE#53311 TRUSS WEBS WIT WALLS 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS OF 8d 3" O.C. BETWEEN ROOF END POSTS FOR SW. TRUSSES. BRACE IS NEEDED, OVERLAP BRACE AND LEDGER TO ROOF MEMBER. MAY BE OMITTED BLOCKING 1, 3. FASTEN ALL INTERIOR SW TO ROOF OR FLOOR TRUSSES PER 5/SO.1 w/3 -0.131x3" ALTERNATE RAFTER LENGTH E & F FOR FLOOR 4. INSTALL INTERIOR FOOTING BELOW SHEARWALL PER DETAILS ON S1.0 TRUSS ATTACHMENT �61 TYPICAL SHEARWALL ELEVATION 2x4 SPF ',' PANEL ^; BETWEEN OVERFRAMING RAFTER FLOOR COMMON. , AND ROOF MEMBER. SYP#2 2x4 NAILER FASTENED I I ALL AROUND FRAMING I TO TRUSS BOT. CHORD w/ FASTEN CATS EACH END w/ I 2x4 SYP#2 CATS AT 12" (2) ROWS 0.131x3" @ 3" O.C. " 3-0.131x3" NAILS 0 6 O.C. II I, O.C. FASTENED TO TOP INTERIOR w/ 4-0.131x3" SW -2 'I SHEARWALL COMMONPLATE 5 -16d NAILS SHEARWALL OR R (TYPICAL) EXTERIOR WALL ALTERNATE D ALTERNATE E ALTERNATE F s1 SHEARWALL ATTACHMENT AT ROOF Et FLOOR S0.1 WALL STUDS AT 16" O.C. 8d COMMON NAILS AT 3" O.C.(TYP) WALL STUDS AT 16" O.C. ROOF SHEATHING 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-a/4"0x6" SDS SCREWS 1251-1540 2x10 w/ 10-0.131x3" 1540-1850 202 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. (M -HEN -87- LEDGER CONNECTION 2x4 SPF#2 J\ BLOCKING ROOF MEMBER PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. CHART SW M03'76" SW 803"/6" _T RNATE G PERFORATED SHEARWALL UPPER TO LOWER STUDS SEGMENTED SHEARWALL ®- UPPER TO LOWER STUDS EACH END w/3 -10d WOOD PLATE HOLE CONCRETE HOLE SW 8d@3/6: (2) CS18 STRAPS SW 8d@3/6: (2) CS18 STRAPS EDGE DISTANCE 3/8 oB -END STUDS TO FOUNDATION B -ENO STUDS TO FOUNDATION 2x2xa/s„ 4" 4„ SW 8dc�3/6: HTT5 OR HDU5 W 8dt�3/6: HTT5 OR HDU5 %"0 NOTES: ROOF TRUSS, oC - SOLE PLATE ANCHORS SEE SCHEDULE ON DETAIL 3/SO.0 C - SOLE PLATE ANCHORS EE SCHEDULE ON DETAIL 3/SO.0 SHEARWALL 1. A CONTRACTOR MAY SHEARWALL NOTES FRONT SIDE OF WEBS. -\ CHOOSE A,B,C,D, OR G. 1. PROVIDE %" OSB SHEATHING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. TRUSS PROVIDE 2x BLOCKING AT ALL PANEL EDGES. A 2. USE ALTERNATE A. FL PE#53311 AT EXTERIOR WALLS 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS ENDING BETWEEN ROOF END POSTS FOR SW. TRUSSES. BRACE IS NEEDED, OVERLAP BRACE AND LEDGER TO ROOF MEMBER. MAY BE OMITTED 2X4 T -BRACE. ONLY 3. FASTEN ALL INTERIOR SW TO ROOF OR FLOOR TRUSSES PER 5/SO.1 3. USE ALTERNATE RAFTER LENGTH E & F FOR FLOOR 4. INSTALL INTERIOR FOOTING BELOW SHEARWALL PER DETAILS ON S1.0 TRUSS ATTACHMENT �61 TYPICAL SHEARWALL ELEVATION PRODIDE MTS12 OR CS16 DIRECTLY PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. DECK LEDGER AT OVERFRAME RAFTERS OTED SO 1 TRUSS TO LEDGER CONNECTION BY TRUSS V ItU S0.1 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. ENGINEER. NOT SHOWN FOR CLARITY D, WASHER PLAN O I X I FULL HEIGHT 0 V v ANCHORING SPECIFICATIONS DOUBLE FULL HT. I SOLE FULL HT. TOP PLATE. ANCHOR UPLIFT PLATE ANCHOR DOUBLE TOP CONNECTOR PLATE SEE PLAN WALL STUD ® OR POST. FULL HEIGHT THREADED ROD SEE PLAN ELEVATION STEEL COUPLER (JA (OPTIONAL, LOCATE © FULL HT. AS NEEDED) ANCHOR I/ AT SILL PLATE AT TOP PLATE FLOOR FRAMING FULL HEIGHT THREADED ROD FOUNDATION, SEE PLAN PER PLAN. LEMBEDMENT FULL HEIGHT ANCHOR INSTALLATION CHART THREADED _ROOF 2x4 BLOCKING. FASTEN QD E TRUSS EACH END w/3 -10d WOOD PLATE HOLE CONCRETE HOLE WASHER SPEC. 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS EDGE DISTANCE 3/8 14"0 FASTEN TO ROOF FRAMING BELOW 2x2xa/s„ 4" 4„ 2„ 3" w/ 4-12d NAILS AT EACH RAFTER. %"0 6-10d 3x3x'/4" 7.5" 12" 2)2" 3" COMMONS BASE OF POST OVERFRAME RAFTERS, SEE PLAN. BELOW. & (1) ADJ. FRONT SIDE OF WEBS. -\ OPTION A TO PORCH HEADER. PARALLEL TRUSS DETAIL A Luis A. Pontigo, PE 2X6 FL PE#53311 WALL ADJ. TO ROOF CONNECTION ANGLE I:•I SIMPSON H3 w/ 10-8d COMMON htVISIONS DATE AND WALL SHEATHING AND STUD FRAMING. f BRACE NAILS FROM RAFTER TO LEDGER THESE STRAPS BRACE IS NEEDED, OVERLAP BRACE AND LEDGER TO ROOF MEMBER. MAY BE OMITTED 2X4 T -BRACE. ONLY WHEN OVERFRAME REQUIRED FOR BRACE RAFTER LENGTH LENGTHS > 8'-0". ALT. TO BOTH H3 ABOVE LESS THAN 4'-0" FASTEN w/10d COMMONS PRODIDE MTS12 OR CS16 DIRECTLY 0 6" ON -CENTER BETWEEN OVERFRAMING RAFTER AND ROOF MEMBER. II PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. DECK LEDGER AT OVERFRAME RAFTERS OTED SO 1 TRUSS TO LEDGER CONNECTION BY TRUSS V ItU S0.1 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. ENGINEER. NOT SHOWN FOR CLARITY D, WASHER PLAN O I X I FULL HEIGHT 0 V v ANCHORING SPECIFICATIONS DOUBLE FULL HT. I SOLE FULL HT. TOP PLATE. ANCHOR UPLIFT PLATE ANCHOR DOUBLE TOP CONNECTOR PLATE SEE PLAN WALL STUD ® OR POST. FULL HEIGHT THREADED ROD SEE PLAN ELEVATION STEEL COUPLER (JA (OPTIONAL, LOCATE © FULL HT. AS NEEDED) ANCHOR I/ AT SILL PLATE AT TOP PLATE FLOOR FRAMING FULL HEIGHT THREADED ROD FOUNDATION, SEE PLAN PER PLAN. LEMBEDMENT FULL HEIGHT ANCHOR INSTALLATION CHART THREADED A C QD E F ROD 0 WOOD PLATE HOLE CONCRETE HOLE WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE 3/8 14"0 'A"0 2x2xa/s„ 4" 4„ 2„ 3" 5/8 %"0 3/""o 3x3x'/4" 7.5" 12" 2)2" 3" DEPTH O MONO STEM MONO STEM FULL HEIGHT ANCHOR WALL SECTION THREADED ROD INSTALLATION CHART FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN ANCHORING SYSTEM: THE THREADED ROD ANCHORING SYSTEM SHALL CONSIST OF %"0 A307 THREADED RODS, ORIENTED VERTICALLY AND ATTACHED TO THE FOUNDATION AND TO THE UPPERMOST PLATE AT THE LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE TOP PLATE, PROVIDE A 2"x 2"x )6" STEEL WASHER. FASTEN WITH A NUT AND ALLOW AT LEAST 3 THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) ROD INSTALLATION: AT ALL PLATE PENETRATIONS, PROVIDE A HOLE IN THE PLATE %- LARGER THAN THE DIAMETER OF THE THREADED ROD USED. WHILE SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE ROD SHALL BE INSTALLED APPROXIMATELY CENTERED IN HOLE. RODS MAY BE SLANTED FROM TRUE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SECURED OVER THE WASHER TO A SNUG -TIGHT CONDITION PWS ONE-HALF TURN OF A STANDARD WRENCH (APPROMMATELY 30 FT. -LBS. OF TORQUE). DUE TO SHRINKAGE AND COMPRESSION OF BUILDING CONTRACTORS SHALL RE-71ONTEN NUT TO 30 FT. -LBS. OF TORQUE AFTER ALL TRADES ARE COMPLETE AND PRIOR TO INSULATKIN. EPDXY ANCHORING: ALL THREADED RODS SHALL BE DRILLED & EPDXY ANCHORED. SEE INSTALLATION CHART FOR EMBEDMENT AND EDGE DISTANCE REQUIREMENTS a 4-12d TOE NAILS (TYP.) 2x4x6' SYP#2 LATERAL BRACE EA. g -10d X -BRACE w/ 2-16d INTO BOTTOM COMMONS CHORD OF EA. TRUSS. 10 GABLE END BRACING NOTES: 1. SPACE GABLE END BRACING @ 4'-6" MAX. z ill 2. ALL MATERIAL TO BE SYP#2 FULL. HEIGHT ROD TURN TITEN HD COUPLER TIGHT AGAINST PLATE SIMPSON TITEN HD ROD COUPLER RODS - THD37634RC (%"x63/4") FULL HEIGHT ROD ALTERNATE 13 ATTACHMENT L 2x4 SYP#2 OUTLOOKERS ® 24" O.C. H3 OR H2.5T HURRICANE CLIP EA. OUTLOOKER TO TRUSS. -WALL SHEATHING UP GABLE END TRUSS. 2X4 #2 SYP BLOCK CSD EACH GABLE BRACE. FASTEN EACH END W/ 3-10d TOENAILS BLOCK TO DBL TOP PLT W/ 2-1-12.5T 0.131x3" TOE NAILS @ 8"O.0 FROM BOT. CHORD OF TRUSS TO DBL. TOP PLATE \\- LSTA12 CSD 48" O.C. OR DBL TOP PLT TO GABLE TRUSS BOTTOM CHORD W/ SDWC15600 CSD 36" O.C. OMIT IF SHEATHING OVERLAPS GABLE 12" MIN (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 0 3" O.C. II AT SHEATHING EDGE I 1 1 2x4 BLOCKING BETWEEN EA. TRUSS. ATTACH AT EACH WALL / STUD w/ 3-16 NAILS AT EA. FRAMING INTERSECTION. (MIN. OF 6-16d BETWEEN EACH TRUSS) PERPENDICULAR TRUSS DETAIL B WALL SHEATHING 6" DOUBLE TOP PLATE DBL. TOP MAX4 NOTCH HEADER PLATE NAILS INTO BEAM. SPACE BELOW TOP PLATE CSD 48" O.C. OMIT IF WALL O°I ° PORCH 8 -GUN NAILS of HEADER, ROOF TRUSS I OR JOIST ° °I SEE PLAN. FULL HEIGHT FOR PERPENDICULAR ANCHOR OR DTT2Z ANCHOR OR DTT2Z HOLD DOWN AT MIN. (2)2x4 WOOD HOLD DOWN AT BELOW. & (1) ADJ. MIN. (2)2x4 WOOD BASE OF POST r3 PORCH BEAM CONNECTION BELOW. & (1) ADJ. FRONT SIDE OF WEBS. -\ OPTION A TO PORCH HEADER. WALL SHEATHING STUD WALL FRAMING 8d COMMON WIRE NAILS ;' w/ 2x SOLID BLOCKING TO BLOCKING 0 3" O.C. II AT SHEATHING EDGE I 1 1 2x4 BLOCKING BETWEEN EA. TRUSS. ATTACH AT EACH WALL / STUD w/ 3-16 NAILS AT EA. FRAMING INTERSECTION. (MIN. OF 6-16d BETWEEN EACH TRUSS) PERPENDICULAR TRUSS DETAIL B WALL SHEATHING IF TRUSS REACTION EXCEEDS 2300lbs PROVIDE CRIPPLE STUDS DIRECTLY BENEATH TRUSS 2-SIMPSON H2.5T.- STRAP KING POST TO POST BELOW WITH 2-CS16 STRAPS WHEN FULL HEIGHT ANCHORS ARE NOT USED STRAP KING F POST BELOW WITH STRAPS WHEN FULL Htjum l ANCHORS ARE NOT USED Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 `I 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 CSD 48" O.C. OMIT IF WALL FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) SHEATHING IS INSTALLED \\ ON FACE OF BEAM ° 8 -GUN > ROOF TRUSS I OR JOIST NAILS FULL HEIGHT FOR PERPENDICULAR ANCHOR OR DTT2Z HOLD DOWN AT MIN. (2)2x4 WOOD BASE OF POST BELOW. & (1) ADJ. OPTION B TO PORCH HEADER. r3 PORCH BEAM CONNECTION \TYPICAL FRONT SIDE OF WEBS. -\ "/Ft37t/t3s1:dS�iOtC�t�o3a��x, IF TRUSS REACTION EXCEEDS 2300lbs PROVIDE CRIPPLE STUDS DIRECTLY BENEATH TRUSS 2-SIMPSON H2.5T.- STRAP KING POST TO POST BELOW WITH 2-CS16 STRAPS WHEN FULL HEIGHT ANCHORS ARE NOT USED STRAP KING F POST BELOW WITH STRAPS WHEN FULL Htjum l ANCHORS ARE NOT USED Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 `I STUD WALL FRAMING UPLIFT CONNECTOR A w/ 2x SOLID BLOCKING AT SHEATHING EDGE iHYf�a2aoc�ru� a.iJo 8d COMMON WIRE NAILS TO BLOCKING @ 3" O.C. ��/ ` \� �„�ab"` l� i3UiV �a°`� N :+) .•..••.°R D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) \\ N0311 ew ROOF TRUSS I OR JOIST /e FOR PERPENDICULAR a r TRUSS CONNECTION S-1 E OF *° °�° CONTINUOUS 2x6 SYP#2 SEE DETAIL B ABOVE., >:�*. <. < •*'. o '',.',*'� "•* LEDGER FASTEN WITH 5-0.131x3" EA. STUD. ��••.C�,4yt N :r n FRONT SIDE OF WEBS. -\ "/Ft37t/t3s1:dS�iOtC�t�o3a��x, PARALLEL TRUSS DETAIL A Luis A. Pontigo, PE FL PE#53311 WALL ADJ. TO ROOF CONNECTION SEE CONSTRUCTION SPECIFICATIONS FOR ROOF htVISIONS DATE AND WALL SHEATHING AND STUD FRAMING. HEADER DOWN CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A H2.5T 0 32" O.C. TOP & BOT B SEE PLAN C (1)MSTA24 STRAPS D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) HEADER TIE DOWN THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN AAI II TIP[ F RRAr F"n TRI ICCFC AC INIIIr ATFn IN TRI ICC CPFr IFir`ATIr1MC MINIMUM 2 PLY MINIMUM STUD 2 PLY STUD AT 2ND STORY STUDS PROVIDE 1 CS18 STRAPS AT BASE OF STUDS (FLOOR TO FLOOR) SIMPSON DTT2Z w/8- Y4"x1Y2" HTT5 SDS SCREWS ALTERNATE FOR ALTERNATE FOR 3/8" FULL HEIGHT ROD 5/8" FULL HEIGHT ROD 14 FULL HEIGHT THREADED ROD so.1 ALTERNATE PERMANENT TRUSS BRACING SCALE: 3/4" = 1'-0" SIMPSON HTT5 OR HDU5. FASTEN 26-10d COMONS MIN 2 PLY STUD • THREADED �ROD EPDXIED 7.5" MIN MIN 2 PLY STUD IN LIEU OF 2 STUDS ITS ACCEPTABLE TO SISTER A 36" LONG STUD FASTEN w/12- T 0.131x3" GUN I NAILS I I' SIMPSON DTT2Z I w/8- )/4"x1Y" I SDS SCREWS j Y2" THREADED ROD EPDXIED 4" MIN OR I )2x6" TITEN HD HEADER UP CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR (1)DIAGONAL BRACE PER B SEE PLAN C (1)CS16 STRAPS (4) TRUSSES APPLIED TO BACKSIDE OF WEB. BRACING APPLIED TO FRONT SIDE OF WEBS. -\ CONTINUOUS LATERAL BRACING, SEE TRUSS SHOP DRAWING FOR QTY. AND LOCATION. IF MORE THAN (1) LATERAL BRACE IS NEEDED, OVERLAP BRACE AS SHOWN. MINIMUM 2 PLY MINIMUM STUD 2 PLY STUD AT 2ND STORY STUDS PROVIDE 1 CS18 STRAPS AT BASE OF STUDS (FLOOR TO FLOOR) SIMPSON DTT2Z w/8- Y4"x1Y2" HTT5 SDS SCREWS ALTERNATE FOR ALTERNATE FOR 3/8" FULL HEIGHT ROD 5/8" FULL HEIGHT ROD 14 FULL HEIGHT THREADED ROD so.1 ALTERNATE PERMANENT TRUSS BRACING SCALE: 3/4" = 1'-0" SIMPSON HTT5 OR HDU5. FASTEN 26-10d COMONS MIN 2 PLY STUD • THREADED �ROD EPDXIED 7.5" MIN MIN 2 PLY STUD IN LIEU OF 2 STUDS ITS ACCEPTABLE TO SISTER A 36" LONG STUD FASTEN w/12- T 0.131x3" GUN I NAILS I I' SIMPSON DTT2Z I w/8- )/4"x1Y" I SDS SCREWS j Y2" THREADED ROD EPDXIED 4" MIN OR I )2x6" TITEN HD 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 I°I I.I II II I°I I°I II T -BRACE FASTENED TOI°I WEB w/ 12d 0 6"O.C. I I T -BRACE TO BE THE I°I SAME SIZE, SPECIES, AND GRADE AS WEB I°I TO BE BRACED. II I°I ' II BRACING NOTES AND SPECIFICATIONS 1.)ALL BRACING LUMBER SHOWN, EXEPT FOR T -BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4 SPF#2 OR BETTER. (UON) 2.)BRACING LUMBER SHALL INTERSECT THE WEB OF THE BRACED TRUSS, PER DELEGATED TRUSS ENGINEER. 3.)PERMANENT PERMANENT BRACING WHERE NOTED ON TRUSS MFR. SHOP DRAWINGS. THE CONTRACTOR SHALL PROVIDE 1x4 SYP#3 OR BETTER BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS BOTTOM CHORDS AND ATTACHED TO EACH TRUS WITH 2-8d COMMON NAILS. AT GABLE END WALLS PROVIDE DIAGONALS AT END WALLS PROVIDE DIAGONALS (APPROXIMATELY 45%) TO THE ADJACENT EXTERIOR PERPENDICULAR WALL BETWEEN EACH LINE OF BRACING TO FORM A ZIGZAG PATTERN ALL CONSTRUCTED OF THE SAME BRACING MATERIAL. THIS REQUIRMENT IS NOT NECESSARY AT HIP ROOFS. ALSO ALONG EXTERIOR WALLS PARALLEL TO BOTTOM CHORD BRACING PROVIDE DIAGONALS IN THE END SPACE BETWEEN THE WALL AND THE FIRST LINE OF BOTTOM CHORD BRACING AT A MAXIMUM SPACING OF 20 FEET. MIN 2 PLY STUD IN LIEU OF 2 STUDS ITS ACCEPTABLE GIRDER TRUSS TO SISTER A OR BEAM GIRDER TRUSS 36" LONG STUD OR BEAM FASTEN w/12 - 0.131x3" GUN NAILS (2)MTS12- (2)MTS12 )T SIMPSON FULL HEIGHT LTT20B THREADED ROD (2)H2.5T (2)H2.5T WITHIN 6" OF MINIMUM GIRDER (SEE PLAN) 2 PLY AT 2ND STORY Y2" THREADED ROD STUD STUDS PROVIDE OSTRAPS EPDXIED 4" MIN OR AT BASE OFSTUDS Y2x6" TITEN HD (FLOOR TO FLOOR) HTT5 or HDU5 DTT2Z LTT206 15 HOLD DOWN ATTACHMENT DETAIL MINIMUM -2PLY HOLD DOWN SEE PLA STUD ROD = DTT2Z 5i(3" ROD = HTT5 BUILT-UP POST, BUILT-UP POST, SEE PLAN. SEE PLAN. - [ OPTION 1 OPTION 2 FULL HEIGHT TR CONVENTIONAL WHEN 16 GIRDER / BEAM STRAPPING THIS DETAIL ONLY APPLIES WHEN NOTED ON PLA"! FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. = Z U� two m J W 2 U z OZa ry Q w 07 J :D J Q 0 O0 � m J 0 U TYPICAL FRAMING DETAILS OFFICE COPY DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IFA DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME TERRANO-COASTAL DESIGN/DRAWN/CHECKED JWA / AJS /LAP DATE 05.22.18 SCALE AS NOTED LPA No. TOLL -18-00630 CONTROL No. 4588 SH LET so.] SHEET 2 OF g (2)2x6 KING STUDS (2)2x6 JACK STUDS (2)2x STUD CORNER P.T. SOLE PLATE CONC. SLAB OVERLAP SIDEWALL TOP PLATE SOLE PLATE �I I ANCHOR GARAGE HEADER ALWAYS PLACE HEADER AT TOP OF ROUGH (2)20ga STRAPS OPENING HEADER TO JACK H TT5 W/ THREADED ROD EPDXIED 12" HTT5 w/ —!Y8" THREADED ROD EPDXIED 12" GOAL POST. FASTEN TO STUD PACK WITH 2—ROWS OF 16d RING SHANK NAILS 0 12" O.C. ATTACH GARAGE DOOR THRU UPRIGHT BUCK DIRECTLY INTO STUD PACK, PER GARAGE DOOR SUPPLIER r GARAGE SOLE PLATE J 1 HTT5 w/ FLOOR ANCHOR 5/s" THREADED ROD EPDXIED 12" GARAGE WING WALL SECTION THICKENED SLAB EDGE AT GARAGE OPENING. NOTES: 1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. GARAGE WING WALL ELEVATION GARAGE HEADER FRAMING ICK STUD r DOOR ELEVATION VIEW OPTION A Y4"x3Y2" TAPCON SCREW CONC. SLAB ELEVATION VIEW OPTION B NCK STUD T DOOR FRONT ENTRY )AMB FASTENING THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SIMPSON LTT20B RECESSED IN SLAB w/Y2" THREADED ROD EPDXIED 4" WALL STRAPPING DETAIL THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN OVERLAP SIDEWALL TOP PLATE ALWAYS PLACE HEADER AT TOP OF ROUGH OPENING %"0 THREADED ROD w/3x3x'/4" PLATE (2)20ga STRAPS _ HEADER TO JACK (2)20ga STRAPS • . .I HEADER TO JACK HTT5 W/11 5/6" THREADED ROD 1 /2 . . . , . EPDXIED 12" MAX EXTEND HEADER TO o FAR SIDE OF WALL 2 2 (2)2x6 (2)2x6 SPF#2/ AS SHOWN. 0 0 JACKS 6 6 6 6 6 AND (1) 4'-0"x4'-0" PIECE OF WALL KING. SHEATING INSTALL AT UPPER HTT5 w/ (2)2x6 CORNER 1" BELOW GARAGE HEADER DETAIL A THREADED ROD JACKS ON EXTERIOR STUD (TRIMED AS SHOWN) EPDXIED 12" AN KING. HTT5 w/ FASTE SHEATING TO HEADER w/ 8d COMMON QR GALV. BOX NAILS THREADED ROD IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING EPDXIED 12" (STUD, BLOCKING &SILLS) TYP. IfFA a DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS 5/,,"0 THREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN STUDS) DRILLED AND EPDXIED w/ 12" EMBEDMENT & 3x3x'/4" WASHER. GARAGE PORTA'_ WING WALL D.2j THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN BOX COLUMN DETAIL KING STUD TO TOP PLATE: SDWC15600 SCREW. STUD TO TOP PLATE: SDWC15600 SCREW.- ® 32" O.C. 1 BELOW CS180 32" O.C. 10'\ WALL STRAPPING DETAIL 0.21 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN FLOOR TRUSSES OR JOIST. CS18 w/72" 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 . . .�. .j HTT5 w/ 5/8" THREADED ROD EPDXIED 12" 0 EXTEND HEADER TO 2 E66FAR SIDE OF WALL 6x6 POST AS SHOWN. 6 4'-0"x4'-0" PIECE OF WALL SHEATING INSTALL AT UPPER CORNER 1" BELOW GARAGE HEADER ON EXTERIOR STUD (TRIMED AS DETAIL A SHOWN) FASTEN SHEATING TO HEADER w/ 8d COMMON QQ GALV. BOX NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING (STUDS, BLOCKING & SILLS) TYP. 4 DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS 6x6 POST WITH ABU66 w/ 5/8" THREADED ROD EPDXIED 12" MIN. I GARAGE WING WALL FRAMING LESS THAN 12" THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN OPTION A OPTION B STRAPPING OVERLAP SHEATHING WALL STRAPPING OVER BEAM THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN STUD TO TOP P SDWC15600 S( ® 32" BUI PLATE 10 A%3N' LAG WITH ROUND W AT EACH FLOOR z 8d ® 3" FLOOR TRUSSES OR JOIST. KLAN OPTION C DROPPED BEAM STUDS TO TOP PLATE WALL SHEATHING CS18 w/7-10dxl)¢" EACH END 048" O.C. STRAP CAN BE INSTALLED EITHER FACE OF STUD STUD TO BOT PLATE: SDWC15600 SCREW. ® 32" O.C. I C�_<j USI UC�j L2sj L2_<j 2 I STUD TO BOT PLATE: BOT PLATE TO TRUSS TRUSSES PERPENDICULAR TO WALL ABOVE SDWC15600 SCREW. Y4"x3N' LAG SCREW ® 32" O.C. WITH ROUND WASHER 24" O.C. ,� „ TRUSS OR BEAM PARALLEL TO WALL ABOVE 11 WALL STRAPPING DETAIL THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN 2x4 BLOCKING PORCH BEAM SUPPORT POST IF 4x4 IS SPECIFIED ON PLAN, EA. SIDE) USE (2)2x4 SPF#2 SUPPORT. MIN. (2)2x4 PT SYP #2 NOTE OUTLOOKER IF 6x6 IS SPECIFIED ON PLAN, PLACE GABLE END TRUSS 24" MAX. USE (3)2x4 SPF#2 SUPPORT. RATED WALL SHEATHING w/ 12" MIN..__` I ROOF 8d ®6" O.C. EDGE &FIELD. --' - 11 , ' ATTACH PORCH BEAM TO A AND BOTTOM CHORDS TO ° REVISIONS DATE SUPPORT POST w/ (2)HTS20. 5-12d TOE STUDS w/ 2-0.131X3" 2x4 BLOCKING AT ATTACH SUPPORT POST TO SOLE PLATE 48" O.C. BETWEEN TRUSS �I FOUNDATION WITH HTT4 ANCHOR INTERIOR TRUSS. w/ 5/8"OX6" EMBED EPDXY ROD. U.O.N. SYP#2 PT SOLE PLATE FASTEN GABLE END BOX COLUMN MAY BE USED IN LIEU OF 4x4 OR 6x6. A WATER PROOFING AT LOWER PORTION OF BOX COLUMN BY BUILDER IF PT MATERIAL IS NOT USED. BOX COLUMN DETAIL KING STUD TO TOP PLATE: SDWC15600 SCREW. STUD TO TOP PLATE: SDWC15600 SCREW.- ® 32" O.C. 1 BELOW CS180 32" O.C. 10'\ WALL STRAPPING DETAIL 0.21 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN FLOOR TRUSSES OR JOIST. CS18 w/72" 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 . . .�. .j HTT5 w/ 5/8" THREADED ROD EPDXIED 12" 0 EXTEND HEADER TO 2 E66FAR SIDE OF WALL 6x6 POST AS SHOWN. 6 4'-0"x4'-0" PIECE OF WALL SHEATING INSTALL AT UPPER CORNER 1" BELOW GARAGE HEADER ON EXTERIOR STUD (TRIMED AS DETAIL A SHOWN) FASTEN SHEATING TO HEADER w/ 8d COMMON QQ GALV. BOX NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING (STUDS, BLOCKING & SILLS) TYP. 4 DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS 6x6 POST WITH ABU66 w/ 5/8" THREADED ROD EPDXIED 12" MIN. I GARAGE WING WALL FRAMING LESS THAN 12" THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN OPTION A OPTION B STRAPPING OVERLAP SHEATHING WALL STRAPPING OVER BEAM THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN STUD TO TOP P SDWC15600 S( ® 32" BUI PLATE 10 A%3N' LAG WITH ROUND W AT EACH FLOOR z 8d ® 3" FLOOR TRUSSES OR JOIST. KLAN OPTION C DROPPED BEAM STUDS TO TOP PLATE WALL SHEATHING CS18 w/7-10dxl)¢" EACH END 048" O.C. STRAP CAN BE INSTALLED EITHER FACE OF STUD STUD TO BOT PLATE: SDWC15600 SCREW. ® 32" O.C. I C�_<j USI UC�j L2sj L2_<j 2 I STUD TO BOT PLATE: BOT PLATE TO TRUSS TRUSSES PERPENDICULAR TO WALL ABOVE SDWC15600 SCREW. Y4"x3N' LAG SCREW ® 32" O.C. WITH ROUND WASHER 24" O.C. ,� „ TRUSS OR BEAM PARALLEL TO WALL ABOVE 11 WALL STRAPPING DETAIL THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN 2x4 BLOCKING 4-0.131x3" TOE NAILS (2 EA. SIDE) H3 0 EA. 2x4 OUTLOOKER NOTE OUTLOOKER AT 24" O.C. PLACE GABLE END TRUSS WIRE NAILS TO THE INT. FACE OF 0 4" O.C. ROOF BALLOON FRAMED WALL STUD SPACING, SEE SHEATHING AND FASTEN TRUSS TOP FRAMING PLAN Q$ A AND BOTTOM CHORDS TO SCHEDULE. REVISIONS DATE BALLOON FRAMED WALL 5-12d TOE STUDS w/ 2-0.131X3" 2x4 BLOCKING AT NAILS EACH NAILS AT EA. STUD. 48" O.C. BETWEEN TRUSS GABLE AND FIRST INTERIOR TRUSS. FASTEN GABLE END TRUSS w/ FULL HT. ANCHOR ANDHA4 A EA. END CONVENTIONAL SW ANCHOR PER SCHEDULE. NO FULL HEIGHT ANCHOR REQUIRED. BALLOON FRAMED GABLE END SPLICE 2x6 x 4'-6" P.T. SYP NO.2 EXPOSED RAFTER TAIL TO EACH ROOF TRUSS 0 24" O.C. 2x4 P.T. SYP No.2 BLOCKING/CLOSURE FASTEN 3. w/ 3-12d TOE NAILS. RIP �0. FDOWN TO RFOUIRFD DEPTH PRE—ENGINEERED WOOD ROOF TRUSSES. 12d COMMON N o ° WIRE NAILS S OF 0 4" O.C. STAGGERED UPLIFT CONNECTOR 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 FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 6 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, 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 DESIGN/D RAWNICHECKED JWA � AJS LAP DATE 05.22.18 SCALE AS NOTED LPA No. TOLL -18-00630 CONTROL No. 4588 SHEEf SC�.2 SHEET 3 OF 9 N o ° S OF Luis A. Pontigo, PE FI_ PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 6 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, 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 DESIGN/D RAWNICHECKED JWA � AJS LAP DATE 05.22.18 SCALE AS NOTED LPA No. TOLL -18-00630 CONTROL No. 4588 SHEEf SC�.2 SHEET 3 OF 9 CMU PIER TO MATCH BOX COLUMN. REINFORCED w/ (2)#5 (TOP OF PIER = TOP OF HOUSE SLAB) IMPORTANT NOTE 16080 POCKET SLIDER R 0: 188.25x96.5x236.25. OVERALL TRACK WIDTH= 7.176"+1.5" FOR WALL FINISH 12080 POCKET SLIDER R0: 142x96.5x190.125 OVERALL TRACK WIDTH= 6.244"+1.5" FOR WALL FINISH o) J RMI 7f-2ff 10" 9 S1.01 mm MONO FOOTING TO STEM WALL w/ 2-#5x30" DOWELS EPDXIED 6" MIN. (TYP.) S 69'-2" 3'x3'x12" 1 FOOTING w/ #5 01 Com? 12" EA, WAY 4'-4" 13'-2" 5'-6" FOOTING SCHEDULE AND NOTES TYPE LENGTH WIDTH DEPTH BOTTOM I F2.0 2'-0" �- , -4\ - I ------------- I 3-#5 EA. WAY BOT. F2.5 I m -- ------^---- - Lam- .� -_ - 1'-0" 3-#5 EA. WAY BOT. � 3'-0" 3'-0" uF3.0 MONO FOOTING TO _ I I STEM WALL w/ 3-#5 EA. WAY BOT. F3.5 S-6" 3'-6" 1'-0" 4-#5 EA. s 2-#5x30 DOWELS F4.0 4'-0" 4'-0" 1'-0" 4-#5 EA. 4 CONCRETE SLAB w/ N I FIBERM ESH @ 1.5 LBS/CU.YD. F4.5 I I EPDXIED 6 MIN. (! I 3'x2'x12" (TYP.) 1 FOOTING w/ #5 �__ 1 ( I » �{1 � � 12 EA. WAY 4'-6" 1'-0" 4-#5 EA. WAY BOT. 9 I _ _ OF CONCRETE OR 6x6 W1.4-xW1:-� - ERI N WWF ON EMIL VAPOR BARF�ILn �I I IN PREPARED GRADE. I-- = II , � Ij 6 51.01 S1.01 i 4 �' 51.01 I I i ( j� (_______� __ _�__ ____.' �{--CMU PIER TO MATCH BOX �'5 -� I I II I COLUMN. REINFORCED w/ II' I SLIDING GLASS DOOR FRAMES MUST BE RECESSED (2)#5 (TOP OF PIER = L J-- co o TOP OF HOUSE SLAB) \ I SEE ARCHITECTURAL PLANS - 9 �I FOR LOCATON OF SLIDING F3.0L III GLASS DOORS. ii DOI ff f ( I 00 - 51.01 2-4le 16-9 „K, CD L_ S ISOLATED o IR - - - 10 S1.01 I FOOTING SEE 1 f -2f> ' I 8' 11/S1.01 (TYP.). I VERS 5'-6" MONO FOOTING OTHERS o rB v TO STEM WALL 8 I o I 00 I F ti - I I o ,�� PROVIDE SAW CUTS PER I I CD 5/S1.01, BUILDER TO_____ __.___--; w/ 2-#5x30" ;j 6 co 6 DOWELS EPDXIED 4 r LO �/ Ln f, S1.01 6" MIN. TYP. S1.01 (`I' 1'_2" 00 ( ) COORDINATE WITH FINISH FLOOR MATERIAL. , -' F2.0 �_. _ �� - - - - _ Ln I I I ISOLATED ( 5 ( t DO FOOTING SEE _ 6-10 00 --- - ; I (TYP.). F2.0 F11 V II 311/S1.01 S.01 I 51.01 ! z 4 00 I 51.01 ( c�1 I I I I f I PAVERS L L�_-� _ __._, _ - L � I J - - - j - 51.01 77 I BY OTHERS f - - u X, 'X r ;{ ( rl OB 8, -off CURB I PROVIDE 2-#4x4'-0" c 8 1 I I (1X f l ,.. � - J r s1.01 6 I I I I I I CORNER CRACK BARS - I �,_ I I °� s1.01 I `{F co 6" I > _ _ 51.01 I AT SLAB MID -DEPTH. I 4'- 10 I - _ I I ( _SAWCUT `I STAIRS BY - - I BUILDER I i U 1`"N -Cn ' ,► - 11 51.01 Ii�I ; I d Cn I r U) "7' 4 -C-0 f .. I I ' I I \ I O O t 8 I 2 ( .01c0 I f Al � S1.01 I? I ' t - - I �Si.oij L _,7 FOOTING SCHEDULE AND NOTES TYPE LENGTH WIDTH DEPTH BOTTOM BARS F2.0 2'-0" 2'-0" 1'-0" 3-#5 EA. WAY BOT. F2.5 2'-6" 2'-6" 1'-0" 3-#5 EA. WAY BOT. F3.0 3'-0" 3'-0" 1'-0" 3-#5 EA. WAY BOT. F3.5 S-6" 3'-6" 1'-0" 4-#5 EA. WAY BOT. F4.0 4'-0" 4'-0" 1'-0" 4-#5 EA. WAY BOT. F4.5 4'-6" 4'-6" 1'-0" 4-#5 EA. WAY BOT. 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. - - - S1. 1 S1.01 N 69'-2,f FOUNDATION PLAN SCALE: 1/4" = 1'-0" SYM13ULS LE(3LNU - - - - - DESIGNATES FOOTING LINE - DESIGNATES SAWCUT LINE "__ INTERIOR LOAD BEARING WALL 7�DESIGNATES r SLAB RECESS t'1 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. Pontim PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. = Z 0 V) LLJ Lf)� �W D J LLJ = U Z OZa rpol Q w CDJ� J Q ZLLJ O � m F � � 0 J U FOUNDATION PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME TERRANO-COASTAL DESIGN/DRAWN/CHECKED JWA / AJS /LAP DATE 05.22.18 SCALE AS NOTED LPA No. TOLL -18-00630 CONTROL No. 4588 SHEET S1.0 SHEET 4 OF 9 Nqq 1 V • E OF a•00 NA Luis A. Pontim PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. = Z 0 V) LLJ Lf)� �W D J LLJ = U Z OZa rpol Q w CDJ� J Q ZLLJ O � m F � � 0 J U FOUNDATION PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME TERRANO-COASTAL DESIGN/DRAWN/CHECKED JWA / AJS /LAP DATE 05.22.18 SCALE AS NOTED LPA No. TOLL -18-00630 CONTROL No. 4588 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 FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PROVIDE CORNER BARS (TYPICAL) r-12" HOOK INTO SLAB. MONO SLAB FOOTING AT PORCHES, LWHEN SPECIFIED ON PLAN. ON GRADE, SEE PLAN. 5; t��'/ \' #4 DOWEL TO MATCH VERT. o00 Lp STEMWALL REINFORCING (SEE SCHEDULE) w/ 6" HOOK INTO FOOTING. LAP VERT REINFORCING 25" IF STEMWALL IS GREATER THAN (3) COURSES. y CONT. CONCRETE FOOTING 8"d x 16"w 1–STORY, w/(2)#5 CONT. 1 10"d x 20"w 12–STORY, w/(3)#4 OR (2)#5 CONT. STEMWALL FOOTING SCALE: 3/4" = 1'-0" TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PROVIDE _ CORNER BARS (TYPICAL) 12" HOOK INTO SLAB. ---\ SLAB ON GRADE, SEE PLAN. 8" CMU STEM WALL W/–_,Z #4 VERTICAL DOWELS @ 24" O.C. SLAB ON 90° BEND INTO FTG. GRADE– SEE PLAN O CONTINUOUS CONCRETE • FOOTING 3" CLEAR Q 10"x20" J U w/ 2–#5 CONT. ,� STEMWALL AT GARAGE SCALE: 3/4" = V-0" 1#4 CONTINUOUS, PROVIDE CORNER BARS 3' EA. SIDE OF RECESS. (TYPICAL) 6" MAX.— 1 51/2 " GARAGE CURB DETAIL TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. SLAB ON ---u GRADE, rjf f SEE PLAN. q4 X f CIJ BRICK VENEER, N SEE ARCH. ,!` .-• ALT. FOOTING AT • • ' _I % BUILDERS DISCRETION. #3 @ 48" O.C. OR ROD CHAIRS (TYP.) I� J 1211 1–STORY, w/(2)#4 CONT. 6"1 6"x8" EXTENSION FOR BRICK BRICK LEDGE DETAIL LEDGE ADD 1–#5 CONT. TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. #5 CONT., PROVIDE 5�„ CORNER BARS (TYP.) SEE 7B/S1.01 SEE ARCH PLAN ; '�`�, SLAB ON • _;_ _._..__..___ GRADE, fSEE PLAN. .��\ . f - SHOWER PAN SLOPES TO DRAIN, SEE ARCH PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. 00 �` • • 1 STEMWALL, SEE 1/S1.01 -2 FOOTING / SHOWER RECESS S1.01 (IF REQUIRED) 1" DEEP SAWCUT w/ SLAB ON GRADE, ELASTOMERIC SEALANT SEE PLAN NOTES: 1) PROVIDE SAWCUTS TO CREATE APPROXIMATE 12' X 12' MAX. SQ. 2) SAWCUT CONC. SLAB WITHIN 4 TO 12 HOURS OF CONIC. PLACEMENT. 5 SAW CUT DETAIL S1.01 BOND BEAM w/1–#5 X Q 0 GRADE OR CONC. cel SLAB, SEE PLAN. N PAVER BY � OTHERS 8" MASONRY STEM WALL w/ 1- #4 @ 48" O.C. 12" THICK x 20" WIDE w/ (2)#5 CONT. MONOLITHIC EDGE FOOTING 9 PORCH STEM WALL S1.01 WALL FRAMIN TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. 8" CMU OPEN BOTTOM LINTEL BLOCK w/ 1–#5 CONTINUOUS SOLE PLATE ANCHOR, SEE 3/SO.O (IF REQUIRED) SLAB ON GRADE, SEE PLAN. 00 1_.. OPTIONAL 8"x16" 1 -STORY, w/(2)#5 CONT. 2" FLAIR 8"x20" 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 GRADE, SEE PLAN. 12"x12"DETAIL 10B 1#5 CONT. SLAB ON ALT. FOOTING AT –/ 77-7-, GRADE, SEE PLAN. BUILDERS DISCRETION. ` , \r 8"X8"DETAIL 10A STEP, SEE ARCH. - - HOOKED � 8" O.C. (4" MAX.) CMU STEM WALL W/ SLAB ON EQUAL TO SLAB ISOLATED FOOTING, THICKNESS. 7B @ SLAB #4 VERTICAL DOWELS @ 24" O.C. GRADE– WALL FRAMING ACCEPTABLE WITHOUT 90° BEND INTO FTG. SEE PLAN INCREASE OF FOOTING W3" <,w CONTINUOUS CONCRETE STEP, SEE FOOTING ARCH. PLAN < Q CLEAR SLAB ON w v 10"x20" GRADE, 00r \ � ,,� w/ 2–#5 CONT. � l GARAGE STEM WALL (IF REQUIRED) SLAB ON GRADE, SEE PLAN. 00 1_.. OPTIONAL 8"x16" 1 -STORY, w/(2)#5 CONT. 2" FLAIR 8"x20" 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 GRADE, SEE PLAN. 12"x12"DETAIL 10B 1#5 CONT. SLAB ON ALT. FOOTING AT –/ 77-7-, GRADE, SEE PLAN. BUILDERS DISCRETION. ` , \r 8"X8"DETAIL 10A STEP, SEE ARCH. - - HOOKED � 8" O.C. (4" MAX.) 8" EQUAL TO SLAB ISOLATED FOOTING, THICKNESS. 7B @ SLAB RECESS BRICK VENEER IS WALL FRAMING ACCEPTABLE WITHOUT INCREASE OF FOOTING SIZE. STEP, SEE ARCH. PLAN SLAB ON GRADE, 00r \ SEE PLAN. � l 8"x16" 1 -STORY, w/(2)#5 CONT. 8"x20" 2 -STORY, w/(2)#5 CONT. MONO. FOOTING AT STEP-DOWN TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. SLAB ON GRADE, SEE PLAN THICKENED SLAB TYPICAL MONO - FOOTING NOTES, SEE DETAIL 8/S1.01. C) cn z 00 w w N � 24" 3-#4 VERTICALS HOOKED � 8" O.C. 8" ISOLATED FOOTING, REINFORCING SEE PLAN SEE SCHEDULE. ISOLATED FOOTING UNDER MONOLITHIC EDGE Lou Ponti-o 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 @ 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. T Z U LD (f) r/ W O w m J U w OZa fYQ w m J � J Q � Ow CC) m O� J � U FOUNDATION DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME TERRANO—COASTAL DESIGN/DRAWN/CHECKED JWA / AJS /LAP DATE 05.22.18 SCALE AS NOTED LPA No. TOLL -18-00630 CONTROL No. 4588 SHEET S1.01 SHEET 5 OF 9 (4)2x6 TOP PLATE SEE DETAIL 3/S0.1 (5)2x6 POS DIRECTLY FOR BEAM CONN. BELOW POST ABOVE. (TYPICAL). PROVIDE SQUASH BLOCKING 6x6 P.T. SYP#2 POST (2)2x12 (2)2x6-1/2 WITHIN FLOOR SYSTEM. ((2)2x6-1/2) (2)2x6-1/2 W/ABU66. SEE DETAIL �- ---- 2/S0.1. (TYPICAL) (3)2x6 POST DIRECTLY BELOWME— I I I ®I M POST ABOVE. PROVIDE SQUASH - ` I TRELLIS BY BUILDER 1 i BLOCKING WITHIN FLOOR SYSTEM. - I 1; Cf) BEAM FB02 ABOVEI _ I }I X LI �I I I KINGS TO TOP PLATE w/LS90 N X N r� I I 6x6 P.T. SYP#2 POST w/ABU66. SEE DETAIL I 2/S0.1 (TYPICAL). N X �I A��= CORNER LAP DETAIL 2x8 WALL. r rel 0 I J OVERLAP & FASTEN w/(6)10d. -,,,_ TYP. DBL TOP PLATE C4 I 00 FASTEN TOP DF WALL I ]:C:14: II} �I _a PER DETAIL 5E/S0.1. { �0 � �I B WALLSTRAP HEADER OSSTRAP HEADER -EA. END SHEATHING. �I I` I I PER 7/S0.1 ®' w/MSTA24. �.. BEAM F1301 ABOVE Nk--I (2)2x8 4)2x4 > (2)2x6 (2)2x6 SEE DETAIL SPF#2 01 SPF#2 SPF POST. 1 SPF#2 2 m POST. # 2/S1.1. POST. QI POST. GIRDER FG05 ABOVE j-- -- -- W - _ _ W0 > m m QIL� mI ail 1 �I Q1 � o 0 OPEN TO m LGIRDER FG03 ABOVE (3)2x4 LL- ABOVE I X SPF#2 (2)2x6 ry i -STRAP HEADER EA. `I, -. I POST. SPF#2 o I " CD �L END w/ (2)MSTA24 - -- - POST. rz (2)2x12-2/1 (4)2x4 SHEATH WALL CONT. TO (3)2x6 POST SPF#21 I TOP CHORD OF TRUSS. ` I DIRECTLY BELOW POST. FASTEN TO TRUSS j POST ABOVE. to MEMBERS w 8d COMMON I 1-0 PROVIDE SQUASH Q 3" O.C. DO NOT BREAK I `'' BLOCKS WITHIN 2x8 j SHEATHING 0 TOP PLATE FLOOR SYSTEM. N WALL. I I STRAP HEADER PER 7/S0.1 (2)2x8-1 /1 __ __ (2)2x8-1 /1 )2x8-1 I (I� o I FIRST FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" (2)2x12 SEE DETAIL 2/S1.1. F_ (3)2x6 SPF#2 POST. 01 SHEATH WALL CONT. Q THRU LOW ROOF TO N WALL ABOVE. OVERLAP CD I FLOOR SYSTEM 12" MIN. SIMILAR TO 1/S0.1. Lv (3)2x6 01 SPF#2 1 POST. - T-- _ (2)2x6-1 /1 ARWALL NOTE: SW: 3 SW: 3/6 DESIGNATES SHEARWALL NAILING - 8d @ 3" EDGE AND 6" "FIELD" SOLE PLATE ANCHORS - SEE SCHEDULE ONI 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 SOLE PLT ® WHEN NOTED ON PLAN TOP PLATE SEE NOTE 2 1. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.0 2. ANCHOR SPACING SHALL BE AS NOTED. FOF 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. -T 6x6 P.T. SYP#2 POST W/ABU66. SEE DETAIL 2/SO.2. (TYPICAL) N I X N SEE 3/SO.1 FOR BEAM I CONN. (TYPICAL) I SEE DETAIL __ ___.�__. I 1 /S0.2. SEE DETAIL J 1 /S0.2. 2 -ROWS OF 16d @ 9" 0. C. (2)2x8 PLATES DOUBLE DP PLATE. CRIPPLE STUDS @ 16" O.C. BEAM SEE PLAN' 3-10d TOENAILS 2 -ROWS OF SIMPSON (3)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 !11 III I DESIGNATES SHEARWALL. 1HE HIDDEN SW 3164 LTJ N 8d ® 9 DESIGNATES 8d COMMONS N' j 0 � 1 < Q I' (22x8-1/2 TRELLIS BY BUILDER II I IlI IIII SEE DETAIL J 1 /S0.2. 2 -ROWS OF 16d @ 9" 0. C. (2)2x8 PLATES DOUBLE DP PLATE. CRIPPLE STUDS @ 16" O.C. BEAM SEE PLAN' 3-10d TOENAILS 2 -ROWS OF SIMPSON (3)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 L T SCALE DIMENSIONS FJIS DRAWINGS. IF A DIMENSNCLEAR REFER TO THE ITECTURAL DRAWINGS CONTACT THE E.O.R. PLAN NAME TERRANO-COASTAL DESIGN/DRAWN/CHECKED JWA / AJS /LAP DATE 05.22.18 SCALE AS NOTED LPA No. TOLL -18-00630 CONTROL No. 4588 SHEET S1.1 SHEET 6 OF 9 SYMBOLS LEGEND DESIGNATES SHEARWALL. 1HE HIDDEN SW 3164 LINE DESIGNATES SIDE OF WALL THE SHEARWALL SHEATHING TO BE APPLIED. 8d ® 9 DESIGNATES 8d COMMONS 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER L&JEA (22x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. Lou Ponti;o and ---- BEAM OR TRUSS, SEE PLAN Associates, Inc. ANCHOR LEGEND 420 Osceola Avenue Jax. Peach, Florida 32250 X V A307 DIAMETER FULL HEIGHT Ph. 242-0908 Fax. 241-9557 THREADED ROD, SEE DETAIL 12/SO.1 FL: CA # 8344 SC: CA# 3579 X5 %" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 ,`�1```y" ., ' i ✓�8. A307 DIAMETER THREADED (X ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 NO n A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR V -` TOP PLATE , SEE DETAIL 12/SO.1 c 4 F * , SIMPSON HTT5 SEE DETAIL 15/S0.1 �r�'+y` w',R�e'�• ~ a � o ""rrra.r,�cas�tstltttein3a�x,�ii , j • SIMPSON DTT2Z SEE DETAIL 15/SO.1 Luis A. Pontigo, PE F L P E# 5 3 3 11 SIMPSON LTT20B SEE DETAIL 15/SO.1 REVISIONS DATE WALL STUD SCHEDULE LOCATION PLATE HEIGHT STUD SIZE & SPACING EXTERIOR 9'-1" 2x4 SPF#2 ® 16" O.C. MAX EXTERIOR 10'-1 2x6 SPF#2 0 16" O.C. or MAX 2x4 SPF#2 ® 12" O.C. EXTERIOR 10'-1 TO 14'-0" 2x6 SPF#2 ®16" O.C. INTERIOR 10 MA 2x4 SPF#2 ®16" O.C. FIELD ALTERATION INTERIOR 1 MAX MAX 2x6 SPF#2 ® 16" D.C.or 2x4 SPF#2 ®12" O.C. STUD NOTES CONTRACTOR SHALL CONTACT LOU 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. FROM THE INTENT OF THE ORIGINAL CONTRACTOR MAY INCREASE STUD SIZE TO MEET CONSTRUCTION DOCUMENTS. ANY ARCHITECTURAL REQUIREMENTS. FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO E 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. MINIMUM. SEE 3/SO.0 FOR ADDITIONAL ANCHORS AT SHEARWALLS Z COMBINED USE PANEL NOTES 1. EXTERIOR WALL SHEATHING SHALL BE U CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING V 1 SPLICE LOCATIONS FOR MULTI STORY CONDITIONS ( , 2. SEE SHEET SO.0 FOR WALL SHEATHING j` SPECIFICATIONS. Q•, W 3. UPPER MOST TOP PLATE SUPPORTING ROOF � MEMBERS SHALL BE STRAPPED AS SHOWN IN DETAIL 1/SO.O Uj W 4. INSTALL SOLE PLATE ANCHORS PER DETAIL r , T 3/SO.0 v z F-- F-- Q GENERAL NOTES a Z n 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 LU /`, PLIES. (y_ 2. SEE SHEET SO.0 FOR ROOF AND FLOOR J SHEATHING SPECIFICATIONS. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 6/S0.0 ❑ 4. INSTALL SOLE PLATE ANCHORS PER DETAIL W 3/S0.0 5. AT SHEARWALLS, PROVIDE DIAPHRAGM 0 m Z �/V 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 O n V U CS18 STRAPPING DETAIL CS18 STRAP w/ 10" END LENGTH. FASTEN 'i THIS END w/ 9-10d. II WALL FRAMING w I� FIRST FLOOR NO NAILS REQUIRED FLOOR I IN CLEAR SPAN FRAMING TRUSSES I� OR JOIST, I p PLAN WALL FRAMING I Li1 z I� O J CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. L T SCALE DIMENSIONS FJIS DRAWINGS. IF A DIMENSNCLEAR REFER TO THE ITECTURAL DRAWINGS CONTACT THE E.O.R. PLAN NAME TERRANO-COASTAL DESIGN/DRAWN/CHECKED JWA / AJS /LAP DATE 05.22.18 SCALE AS NOTED LPA No. TOLL -18-00630 CONTROL No. 4588 SHEET S1.1 SHEET 6 OF 9 (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. 2 SO.1 SIM. SHEATH WALL CONT. THRU LOW ROOF TO 1ST LEVEL BOTTOM PLATE. OVERLAP FLOOR SYSTEM 12" MIN. PORCH CEILING SHEATHING AT BOTTOM CHORD OF TRUSS SEE 2/S0.1. F02 -,�:(2)HTS16 F02 F02 F02 FULL DEPTH 5Y2" WIDE SYP#2 BEARING BLOCK SHEATH WALL CONT. ON EA. SIDE OF BEAM. THRU LOW ROOF TO FASTEN TO BEAM F1302 BEAM BELOW. tO2 w/(2)ROWS Y4"`�x3" SDS S @ 3" O.C. STAGGERED. I O IO WALL ABOVE FASTEN I. E O I n O wO P_ O 19 f1 r- O O THDH28-2 O O LO O O t - co Luis A. P o n t i o, PE F L P E#53311 REVISIONS DATE H F— I— I— k FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR a i (2)HTS16 ; (2)HTS16 ' �OSB BLOCKING PANEL SEE DETAIL F03 5/SO.1. F03 F03 F03 F03 F03 F03 F04 F04 F04 F04 F04 F04 F04 { F04 - RECOTENDED 2x6 STRONG BACKS. NFB01 d JUS24 C1 0 THD46 =0 0 LL THD46 = JUS24 THD46 CID ~O THD26-2 o U U_ _ THD46 THD46 �O THD46 THD46 0 0 0 THD26 -2 F', 3 THD26-2 THD46 THD46 __ I THD46 - THD46 J_ J1 OSB BLOCKING I PANEL SEE DETAIL '' I I; 5/S0.1. 8 SO.2 2x6 BLOCKING BELOW WALL ABOVE FASTEN EA. END w/ (5)10d TOE—NAILS. FG05 BLOCKING N """"' WALL ABOVE FASTEN (2)HTS16 THD46 TOE—NAILS. THD26-2 T01 F01 THD46 19 USP THDH28-2 F01 H TS16 THD46 O FRAME UPPER LEVEL CONT. FROM 1ST LEVEL TOP PLATE I TO 2ND LEVEL TOP PLATE. DO NOT FRAME KNEE WALL @ FLOOR SYSTEM ELEVATION. I (2)HTS16 OR (2)MSTA24 TRELLIS BY BUILDER. (2)2x6 BLOCKING BELOW WALL ABOVE FASTEN EA. END w/ (5)10d TOE—NAILS. THD26-2 T01 1 (2)HTS16 S1.2 SHEATH CONT. THRU LOWER ROOF TO 1ST LEVEL BOTTOM PLATE. OVERLAP FLOOR SYSTEM 12" MIN. SHEATH WALL CONT. THRU LOW ROOF TO GIRDER BELOW. (2)HTS16 u_ u_ U_ U_ U_ u_ 4� o o Q a o CD o 0 CD o 0 oI- EJ05 —z EJ05 EJ05 EJ05 EJ05 EJ05 EJ05 T02 Products Manuf PlotlD Length Product Plies Net Qty 171302 43-00-08 1-3/411 x 20"VERSA-LAM® 2.0 3100 SP 12 F1301 24-05-00 1-3/411 x 20" VERSA -LAMS 2.0 3100 SP 2 2 Floor Truss Connector List Manuf Product Qty USP JUS24 2 USP THD26-2 4 USP THD46 19 USP THDH28-2 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 FLOOR AND ROOF TRUSS PLACEMENT PLAN SCALE: 1/4" = V-0" Roof Truss Connector List Manuf Product Qty USP JUS24 7 USP THD26 16 USP THDH28-2 1 PRE—EN( WOOD ROOF TRELLIS BY BUILDER. DETAIL 2ND FLOOR WALL STUDS. SET ON DOUBLE TOP PLATE 6 BLOCKING TWEEN EA. TRUSS 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.0. 4. WHEN USING (2)H2.5T CLIPS ON 11/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. TRUSS FASTENING DETAILS STUD DIRECTLY11 L BELOW TRUSS TOP PLATE TO SDWC15600—/lSTUD SDWC15600 TRUSS TIE DOWN WITH SIMPSON SDWC Rafter to Top Plate shown Truss to Top Platte similar Optimal 200 / \ STUD DIRECTLY BELOW TRUSS 11 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 STUD NOT DIRECTL LL41 41� BELOW TRUSS SDWC15600 Note: Reference detail 2a for installation angle limit SDWC INSTALLATION Rafter to Top Plate shown (Truss to Top Plate similar) K UD NOT DIRECTL LOW TRUSS )o not install SDWC in latched area SDWC15600 SDWC INSTALLATION RANGE 74"" 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 DIRECTL Lou Pon tigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 � y�yDX�t',,r•"��< y+yyytyyyUf2N�".».p�e ..l. 4�fa 4,yy q .� 11 E t s✓ q9 ., / � " N o t -"�} •: � 4 'i ice, S,J,� m! � 00 Luis A. P o n t i o, PE F L P E#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. T Z U� � w O w m J I U Z OZa ry Q w LOJ� J Q � O CO0 0 m J U FLOOR AND ROOF TRUSS PLACEMENT PLAN DD 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 DESIGN/DRAWN/CHECKED JWA / AJS /LAP DATE 05.22.18 SCALE AS NOTED LPA No. TOLL -18-00630 CONTROL No. 4588 SHEET 51.2 SHEET 7 OF 9 Q I (3)2x6 SPF#2 POST * 0ST. STRAP TO BELOW w/(2)CS18. (2)2x12 � v SEE 3/SO.1 FOR BEAM I CONN. (TYPICAL) I I I I (3)2x6 SPF#2 POST. STRAP TO -_ BELOW w/(2)CS18. CS18 CS18 l (2)2x6 SPF#2 I' POST. STRAP TO I' BELOW w/(2)CS18. I SHEATH WALL CONT. THRU LOW ROOF TO 1ST LEVEL � - - - - BOTTOM PLATE. OVERLAP i FLOOR SYSTEM 12" MIN. co N CS18 II li 00 CS18+ C(2)M-1/1 c _ T 'USS T39 AE USS SECOND FLOOR SCALE: 1/4" = 1'-0" 2. _ __ _ Gam' .... .. -- -- - ----- s.__ ._... 00 I _ C0 0 v`%it/1-POST. (3)2x6 SPF#2j STRAP TO N BELOW w/(2)HTS16. ?, CS18 ,I w._ CS18 'j o J ,Q N ^ cf) ---T\ _-...___6x6 POST. STRAP CS ___.. ___- __ _ ___.. _.. __ . (2) x1 2 TO POST BELOW w/ (2)CS18 CS18 0 BOTTOM OF STUD WHERE NOTED. SEE DETAIL ! �I AT BOTTOM RIGHT OF PAGE. OPEN TO j X BELOW I N N (3)2x6 SPF#2 ! N 4x4 SYP#2 POST POST. STRAP TO I f SET ON WALL BELOW. BELOW w/(2)CS18._ STRAP w/(2)CS18. (2)2X12 I SEE 3/S0.1 FOR BEAM CS18- I CONN. STRAP TO BELOW 1� w/ CS18 (TYPICAL) I00 j N SHEATH CONT. THRU CS18 II LOWER ROOF TO 1 ST LEVEL BOTTOM PLATE. OVERLAP FLOOR SYSTEM 12" MIN. W, STRAP WALL TO GIRDER BELOW PER DETAIL 11/S0.2. J �Q U J W Of r) 0a_ 0 m O J U- J 3: U) I- (0 0 7;/ I �01 I (2)2x6-1 1 LING PLAN C(2)2x6-1/1 (2)2x6 SPF#2 I SHEATH WALL CONT. ----LINE SW: 3 6 POST. STRAP TOC I THRU LOW ROOF TO BELOW w/(2)CS18. i o Cn BEAM BELOW. STRAP WALL TO BE/ 6x6 P.T. SYP POST SET FOR SUPPORT HEADER. ---- BEAM OR TRUSS, SEE PLAN BELOW PER DETAIL 7/' DIRECTLY ON BEAM -- -- 01 eco THREADED ROD, SEE DETAIL 12/SO.1 CD J BELOW. STRAP TO POST E (2)2x12 !Y." A307 DIAMETER THREADED (2)2x4-1 /1 CS18 (2)2x4-1 /1 (2)2x8-1 BELOW w/(2)CS18 TYP.) SEE DETAIL 1 /S1.3. --- -- -__ _ -- ----- �--_- - ---- - -- --- _ _ _--_ __ __ r�IC EXTERIOR 9'-1" 2x4 SPF#2 ® 16" O.C. J 00 l I i EXTERIOR 1,J 00 2x6 SPF#2 ® 16" O.C. or co3: In v 4 i 2x6 SPF#2 ® 16" O.C. INTERIOR N 2x4 SPF#2 0 16" O.C. I S0.1 Q � O 2x6 SPF#2 ® 16" O.C. or 1 MAX o4 STUD NOTES: 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE (2)2x6 SPF#2 I> CONTRACTOR MAY INCREASE STUD SIZE TO MEET w 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN f \ =Cs18 TO CONCRETE SLAB w/16d MASONRY CUT NAILS ® 16" O.C. POST. STRAP TO SHEARWALLS r 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 Q BELOW w/(2)CS18. 3. UPPER MOST TOP PLATE SUPPORTING ROOF MEMBERS SHALL BE STRAPPED AS SHOWN IN C1,404 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.0 N 1. SEE DETAIL 2/SO.0 FOR WALL FRAMING DETAIL, SEE WALL STUD SCHEDULE THIS SHEET FOR STUD o PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. cyl SHEATHING SPECIFICATIONS. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES ', tLo ~ 3/SO.0 5. AT SHEARWALLS, PROVIDE DIAPHRAGM J 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT 0O 7. AT PORCHES, SEE DETAIL 2/S0.1 FOR FRAMING AND HOLD DOWNS CS18 STRAPPING DETAIL CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END W/ 9-10d. I ^ �! WALL FRAMING I w c� 111 6 Cn '--- =__------- IM NO NAILS REQUIRED w -CS18 ry w WALL FRAMING Q I (3)2x6 SPF#2 POST * 0ST. STRAP TO BELOW w/(2)CS18. (2)2x12 � v SEE 3/SO.1 FOR BEAM I CONN. (TYPICAL) I I I I (3)2x6 SPF#2 POST. STRAP TO -_ BELOW w/(2)CS18. CS18 CS18 l (2)2x6 SPF#2 I' POST. STRAP TO I' BELOW w/(2)CS18. I SHEATH WALL CONT. THRU LOW ROOF TO 1ST LEVEL � - - - - BOTTOM PLATE. OVERLAP i FLOOR SYSTEM 12" MIN. co N CS18 II li 00 CS18+ C(2)M-1/1 c _ T 'USS T39 AE USS SECOND FLOOR SCALE: 1/4" = 1'-0" 2. _ __ _ Gam' .... .. -- -- - ----- s.__ ._... 00 I _ C0 0 v`%it/1-POST. (3)2x6 SPF#2j STRAP TO N BELOW w/(2)HTS16. ?, CS18 ,I w._ CS18 'j o J ,Q N ^ cf) ---T\ _-...___6x6 POST. STRAP CS ___.. ___- __ _ ___.. _.. __ . (2) x1 2 TO POST BELOW w/ (2)CS18 CS18 0 BOTTOM OF STUD WHERE NOTED. SEE DETAIL ! �I AT BOTTOM RIGHT OF PAGE. OPEN TO j X BELOW I N N (3)2x6 SPF#2 ! N 4x4 SYP#2 POST POST. STRAP TO I f SET ON WALL BELOW. BELOW w/(2)CS18._ STRAP w/(2)CS18. (2)2X12 I SEE 3/S0.1 FOR BEAM CS18- I CONN. STRAP TO BELOW 1� w/ CS18 (TYPICAL) I00 j N SHEATH CONT. THRU CS18 II LOWER ROOF TO 1 ST LEVEL BOTTOM PLATE. OVERLAP FLOOR SYSTEM 12" MIN. W, STRAP WALL TO GIRDER BELOW PER DETAIL 11/S0.2. J �Q U J W Of r) 0a_ 0 m O J U- J 3: U) I- (0 0 7;/ I �01 I (2)2x6-1 1 LING PLAN C(2)2x6-1/1 (2)2x6 SPF#2 I DESIGNATES SHEARWALL. THE HIC-DEN ----LINE SW: 3 6 POST. STRAP TOC I -i BELOW w/(2)CS18. i o Cn (2)2x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. ---- BEAM OR TRUSS, SEE PLAN ANCHOR LEGEND X3/8" A307 DIAMETER FULL HEIGHT -- -- I THREADED ROD, SEE DETAIL 12/SO.1 CD J TER ROD TERMINATES AT FIRST FLOOR l !Y." A307 DIAMETER THREADED O� CS18 ' - I . SIMPSON DTT2Z SEE DETAIL 15/SO.1 w WALL STUD SCHEDULE LOCATION PLATE HEIGHT STUD SIZE & SPACING EXTERIOR 9'-1" 2x4 SPF#2 ® 16" O.C. J MAX l I i EXTERIOR Q cif LLJ 2x6 SPF#2 ® 16" O.C. or co3: In EXTERIOR i 2x6 SPF#2 ® 16" O.C. INTERIOR 10 MA -011 2x4 SPF#2 0 16" O.C. N .. Q � O 2x6 SPF#2 ® 16" O.C. or MAX � 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 w 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN f 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. m 00 SHEATH WALL CONT. CIO THRU LOW ROOF TO GIRDER BELOW. 2ND STORY POST SET DIRECTLY ON BEAM BELOW 2x12 BLOCKING BETWEEN EACH JOIST PORCH BEAM, SEE PLAN. I (2)CS18 POST TO POST I I I I 1ST STORY POST. SEE PLAN. DECK DETAIL WALL SHEATHING. (2)2x6 SYP#2 BLOCKING. FASTEN EA. END w/ (4)10d TOE -NAILS 2x4 BLOCKING FLOOR AROUND POST /- SHEATHING. SDWC15600 WATERPROOFING BY BUILDER EXTERIOR BEARING WALL. _16d COMMONS 0 8" ON CENTER OSB BLOCKING BETWEEN EACH -FLOOR SHEATHING TRUSS. SEE 5E/S0.1 SEE 1 /SO.1 "FLOOR TRUSS PARALLEL" CONDITION FOR DIAGONAL BRACING SIMPSON SDWC15600 EXTERIOR BEARING WALL. SYMbULS LL(jENU DESIGNATES SHEARWALL. THE HIC-DEN ----LINE SW: 3 6 DESIGNATES SIDE OF WALL "HE 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 X3/8" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 X5 %" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 ADIAMETER THREADED RO TER ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 !Y." A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 ® SIMPSON HTT5 SEE DETAIL 15/SO.1 . SIMPSON DTT2Z SEE DETAIL 15/SO.1 SIMPSON LTT20B SEE DETAIL 15/SO.1 WALL STUD SCHEDULE LOCATION PLATE HEIGHT STUD SIZE & 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 0 12" O.C. EXTERIOR 10'-1 TO 14'-0" 2x6 SPF#2 ® 16" O.C. INTERIOR 10 MA -011 2x4 SPF#2 0 16" O.C. INTERIOR 12'-0" 2x6 SPF#2 ® 16" O.C. or MAX I 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.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/S0.1 FOR FRAMING AND HOLD DOWNS CS18 STRAPPING DETAIL CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END W/ 9-10d. I c� WALL FRAMING I w c� 111 6 '--- =__------- IM NO NAILS REQUIRED FLOORi IN CLEAR SPAN YN TRUSSES I� OR JOIST. w WALL FRAMING CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. OFFICE COPY Lou Pontiso 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 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO @ ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. = Z U 0 V) � m O W J U w OZa mQw J Q � O 00 m OU SECOND FLOOR FRAMING PLAN L CALE DIMENSIONS FROMWINGS. IF A DIMENSION ISLEAR REFER TO THE CTURAL DRAWINGS ORNTACT THE E.O.R. PLAN NAME TERRANO--COASTAL DESIGN/DRAWN/CHECKED JWA / AJS /LAP DATE 05.22.18 SCALL' AS NOTED LPA No. TOLL -18-00630 CONTROL No. 4588 SHEET S1.3 SHEET 8 OF 9 PORCH CEILING SHEATHING AT BOTTOM CHORD OF TRUSS SEE 2/S0.1. Sim. 2 50.1—(2)HTS16 2 S0.1 )SI M. (2)HTS16 8 SO.2 RAFTER TAILS SEE DETAIL 8/S0.2 (TYP.) (2)HTS16 EJ41 T38 T36 T35_ _ M F- 0 W 00 C) 8 SO.2 RAFTER TAILS 1__11j S SEE DETAIL -—8/SO.2 (TYP.) RAFTER TAILS SEE DETAIL 8/S0.2 (TYP.) r-(2)HTS16 HTS16 RAFTER TAILS SEE DETAIL r8/S0.2 (TYP.) C"14 N Cq C14 ui ui ui ui ui� THD26 F'Ina . SO 2 EJ EJ16 THD2 N > THD26 EJ 16 04 THD26 IN (120 X: -e t t0 Io o EJO (2) H TS 16 Ikll ,r,,j,wl SIM. 2 S0.1 PORCH CEILING SHEATHING -AT BOTTOM CHORD OF TRUSS SEE 2/S0.1. SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET S0.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET S0.0. 4. WHEN USING (2)H2.5T CLIPS ON 11/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. TRUSS FASTENING DETAILS SDWC1560 TOP PLATE TO STUD SDWC15600 TRUSS TIE DOWN WITH SIMPSON SDWC Rafter to Top Plate shown Truss to Top Plate similar Optimal 22Y2' 10'30' Al K UD DIRECTLY 11 LOW TRUSS Y2"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 e �^ 8 e E�y §...1F ^4 50.2 Luis A. Ponti3o, PE FL PE#53311 - ? (2)HTS16 K RAFTER TAILS ®W THID . THD26 SEE DETAIL 1 ®®R 8/SO.2 (TYP.) MEMS v� STUD NOT DIRECTL EJ4 ►� BELOW TRUSS ' II —111 SDWC15600 - Cir. Note: Reference detail 2a for installation angle limit EJ41 v0 J03i �. i+ CO of w ao W ao W 00 W 2 S0.1 )SI M. (2)HTS16 8 SO.2 RAFTER TAILS SEE DETAIL 8/S0.2 (TYP.) (2)HTS16 EJ41 T38 T36 T35_ _ M F- 0 W 00 C) 8 SO.2 RAFTER TAILS 1__11j S SEE DETAIL -—8/SO.2 (TYP.) RAFTER TAILS SEE DETAIL 8/S0.2 (TYP.) r-(2)HTS16 HTS16 RAFTER TAILS SEE DETAIL r8/S0.2 (TYP.) C"14 N Cq C14 ui ui ui ui ui� THD26 F'Ina . SO 2 EJ EJ16 THD2 N > THD26 EJ 16 04 THD26 IN (120 X: -e t t0 Io o EJO (2) H TS 16 Ikll ,r,,j,wl SIM. 2 S0.1 PORCH CEILING SHEATHING -AT BOTTOM CHORD OF TRUSS SEE 2/S0.1. SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET S0.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET S0.0. 4. WHEN USING (2)H2.5T CLIPS ON 11/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. TRUSS FASTENING DETAILS SDWC1560 TOP PLATE TO STUD SDWC15600 TRUSS TIE DOWN WITH SIMPSON SDWC Rafter to Top Plate shown Truss to Top Plate similar Optimal 22Y2' 10'30' Al K UD DIRECTLY 11 LOW TRUSS Y2"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 8 S0.2 JISTUD NOT DIRECTL ®Do not install SDWC in hatched area SDWC15600 Overhang 1 1/2" MIN 2" MAX SDWC INSTALLATION RANGE h"" minimum edge TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES distance for full values (with or -- without a plate FSCRESTRAP TRUSSES AND OOF RAFTERS TO BEARING splice) WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 W UNLESS OTHER ISE NOTED ROOF TRUSS PLA EMENT PLAN SCALE: 1/4" = 1'-0" Ya" 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 D RECTLI�I BELO t �• Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 ° H ah e �^ 8 e E�y §...1F ^4 50.2 Luis A. Ponti3o, PE FL PE#53311 - ? (2)HTS16 K RAFTER TAILS SEE DETAIL 8/SO.2 (TYP.) v� STUD NOT DIRECTL EJ4 BELOW TRUSS —111 SDWC15600 - Note: Reference detail 2a for installation angle limit EJ41 v0 J03i �. i+ CO of w ao W ao W 00 W i SDWC INSTALLATION J01 11 V 4 XXXXAXX42MRafter to Top Plate shown _...._.44X44XX (Truss to Top Plate similar) 8 S0.2 JISTUD NOT DIRECTL ®Do not install SDWC in hatched area SDWC15600 Overhang 1 1/2" MIN 2" MAX SDWC INSTALLATION RANGE h"" minimum edge TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES distance for full values (with or -- without a plate FSCRESTRAP TRUSSES AND OOF RAFTERS TO BEARING splice) WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 W UNLESS OTHER ISE NOTED ROOF TRUSS PLA EMENT PLAN SCALE: 1/4" = 1'-0" Ya" 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 D RECTLI�I BELO t �• Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 ° H ah e �^ 'e e E�y §...1F ^4 y�4'tt Luis A. Ponti3o, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. = Z U (3 � w O w m J U w OZa fYQw m J � J Q � O OC) m 00 J U ROOF TRUSS PLACEMENT PLAN L T SCALE DIMENSIONS FROMRAWINGS. IF A DIMENSION ISNCLEAR REFER TO THEITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAN1E TERRANO—COASTAL DESIGN/DRAWN/CHECKED JWA / AJS /LAP DATE 05.22.18 SCALE AS NOTED LPA No. TOLL -18-00630 CONTROL No. 4588 SHEET SIA SHEET 9 OF 9 OFFICE COPY SECOND FLOOR LAYOUT SCALE: 3/16 1 ®" ELEVATION COASTAL LOT # DRAWN BY CJR 018 DATE FIRST FLOOR LAYOUT 05/04/201 e SCALE: 3/1 6" = 1'011 RE # 15767 T:0 5767T0 s9 -0,-0o V /Zz/I I U— 1 I /C� 0.00 43-03-0D 5-0210 12-0 ry 21EI _ II t t L i-0 0 III T09 1-0 -00 i'I T,0 -03 FT03 FTO F02 t ] 3 2-0 -00 T10 Tt0 F02 1-0 -03 FT03 q THIS IS A TRUSS PLACEMENT ToaTil-„ DIAGRAM ONLY. These trusses are designed as individual building components to be -09T100 OF uSTORY into the building design at Foosincorporated -0o specification of the building Fp=Wothe designer. See individual design sheets W OYER q each truss design identified on the VIII G03 r oRENTofor ABo�E 9 placement drawing. The building F01 ' - Ao q q 2-0 -00 T13 F03 - TOt designer is responsible for temporary m 2-00 4 02 and permanent bracing of the roof and 03 71 floor system and for the overall -0 -09 04 of structure. The design of the truss 21m10 T,2 2-0q-00 FJos support structure including headers, CEI EJ03 beams, walls, and columns is the EJa3 o responsibility of the building designer. -0-00 T,2 2— 94 q For general guidance regarding q z F04 EJos bracing, consult "Bracing of Wood EJOS Trusses" available from the Truss Plate 2. q 4 4 q 4 4 s 4 q q 4 s- EJO50 Institute, 583 D'Onifrio Drive; Madison, 2-0 T14 z o FO4 - WI 53179. ATTENTION. -0-00 Refer to truss layout and engineering Fos o, documents that arrive with delivered 699,-0o field trusses. Products Floor Truss Connector List Roof Truss Connector List Unless noted otherwise, all beams are PlotlD Length Product Plies Net Qty Manuf Product Qty Manuf Product Qty b Others. yFB01 FB02 43-00-08 1-3/4"x20"VERSA-LAM®2.D 31 DO il Z 2USP JUS24 2 USP JUS24 7 24-05-00 1-3/4"x20"VERSA-LAM®2.D 31 DO 2 2 USP THD26-2 4 USP THD26 16 REVISION DATE USP THD46 USP THDH28-2 19 1 USP THDH28-2 1 CHECKED BY 00/00/1 5 CLIENT TOLL BROTHERS ATLANTIC BEACH SUB DTVI SIGN CC HERITAGE MODEL TERRANO ELEVATION COASTAL LOT # DRAWN BY CJR 018 DATE FIRST FLOOR LAYOUT 05/04/201 e SCALE: 3/1 6" = 1'011 RE # 15767 T:0 5767T0