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1709 ATLANTIC BEACH DR - NEW HOME STRU. DWG'SDESIGN SPECIFICATIONS USP CONNECTORS DESIGN CODE: TRIBUTARY AREA (sf) 2017 FLORIDA BUILDIIJG CODE - RESIDENTIAL EDGE STRIP (PSF): DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. DESIGN LOADS: ACTUAL AND UNIFORM +25.6 -27. 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 TOP Cunon nEnn LOAD ;r„ �� 10 of COMPONENTS CLADDING ALLOWABLE DESIGNPRESSURES TRIBUTARY AREA (sf) INTERIOR EDGE STRIP (PSF): ZONE (PSF) a' = 4'-6" 10 +25.6 -27. +25.6 -34.2 50 +22.9 -25. +22.9 -28.8 100 +21.8 -23. +21.8 -26.6 GARAGE DOOR PRESSURES PSF 1 CAR UPLIFT GARAGE +22-9 DOOR USP JUS28 1305 1305 (6)10d (8'x7') _28 8 2 CAR D TO FTG. GARAGE +21.8 DOOR -23 9 (16'x7') 450 �� 2 0 psr �IILG JIIIIVIvLLJf r� BOTTOMCHORDLIVE LOAD 10 psf 0 psf BOTTOM CHORD DEAD LOAD 5 psf 5 psf DEFLECTION CRITERIA: ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/240 FLOOR FRAMING: LIVE LOAD L/360 &TOTAL LOAD L/240 0.75" MAX ANY CASE THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE ABOVE WIND PRESSURES H VE BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE STRESS DE IGN METHODOLOGY. NO FURTHER REDUCTION SHALL BE PERMITTED COMPONENT & CLADDING W LL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PR SSURES SHOWN IN TABLE ABOVE. LINEAR INTERPOLATION IS PERMISSIBLE. PLUS = PRESSURE AND MINUS =SUCTION. DESIGN OF WINDOWS / DOOR FASTENING TO THE WALL FRAMING IS THE RESPONSIBILITY OF THE WIN OW/DOOR MANUF./SUPPLIER &SHALL MEET THE ABOVE NOTED POSITIVEAND NEGATIVE PRESSURES. -- -- a° o a L, DENOTES EDGE STRIP. o r-- SEE C & C CHART I ABOVE FOR 'a' DIMENSION o I I o __J L� ° L__ --Jo [NOT ACTUAL PLAN] * '� o UPLIFT USP MSTA36 2065 2065 (13)10d EA. END USP LTS20B 1105 1105 1/21, 0R CONNECTOR USP JUS28 1305 1305 (6)10d 0 HEADER FA - TENERS D TO FTG. SYP SPF w 12 16d / ( ) USP PAU66 2535 5/9"O ROD w/ (12)16d USP A35 450 450 (9)10dxl' 2" USP RT7 585 495 (5)8d EX. END USP RT8A 775 650 (5)10dx1'/2" EA. END USP MTW12 1195 860 (7)10dx1'/2" EA. END USP HTW20 1450 1245 (12)10dxV/2" EA. END �� 2 0 psr �IILG JIIIIVIvLLJf r� BOTTOMCHORDLIVE LOAD 10 psf 0 psf BOTTOM CHORD DEAD LOAD 5 psf 5 psf DEFLECTION CRITERIA: ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/240 FLOOR FRAMING: LIVE LOAD L/360 &TOTAL LOAD L/240 0.75" MAX ANY CASE THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE ABOVE WIND PRESSURES H VE BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE STRESS DE IGN METHODOLOGY. NO FURTHER REDUCTION SHALL BE PERMITTED COMPONENT & CLADDING W LL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PR SSURES SHOWN IN TABLE ABOVE. LINEAR INTERPOLATION IS PERMISSIBLE. PLUS = PRESSURE AND MINUS =SUCTION. DESIGN OF WINDOWS / DOOR FASTENING TO THE WALL FRAMING IS THE RESPONSIBILITY OF THE WIN OW/DOOR MANUF./SUPPLIER &SHALL MEET THE ABOVE NOTED POSITIVEAND NEGATIVE PRESSURES. -- -- a° o a L, DENOTES EDGE STRIP. o r-- SEE C & C CHART I ABOVE FOR 'a' DIMENSION o I I o __J L� ° L__ --Jo [NOT ACTUAL PLAN] * '� o USP MSTA24 1640 1455 (9)10d EA. END USP MSTA36 2065 2065 (13)10d EA. END USP LTS20B 1105 1105 1/21, 0R D TO FTG. USP JUS28 1305 1305 (6)10d 0 HEADER USP HTT16 4290 4290 5/e"0 ROD TO FTG. USP HTT22 5370 5370 5/8"0 R D TO FTG. WINO LOADING: ASCE 7-10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BEI MULTIPLIED BY 0.75 WHEN COMBINED w/ DEAD LOAD. BASIC WIND SPEED (ASCE 7-10) - - - - - - - - - 130 MPH IMPORTANCE FACTOR - - - - - - - - - - - - - - 1.00kk MEAN ROOF HEIGHT -------------- - 25.0 FTa ROOF PITCH ------------------ 7/12 BUILDING CATEGORY -------------- - II EXPOSURE CATEGORY - - - - - - - - - - - - - --- C ENCLOSURE CLASSIFICATION - - - - - - - - - - - -ENCLOSED INTERNAL PRESSURE COEFFICIENT - - - - - - - - - - USP PAU44 2535 5/B"0 ROD w 12 16d / ( ) USP PAU66 2535 5/9"O ROD w/ (12)16d USP MSTAM24 1545 1455 (5)'/a"xr-V, TAPCONS SIMPSON CONN =CTORS CONNECTOR UPLIFT FA 'TENERS SYP SPF A35 450 450 12-8dx1'/2" H2.5T 600 520 5-8d EA. END HTS16 1150 1085 16-10d E ,. END MTS12 1000 860 ' 7-10dx1 / " EA. END HTS20 1450 1245 24-1Odx1'/z" EA. END MATERIAL SPECIFICATIONS MSTA24 1765 1270 9-10d EA. END MSTA36 2050 1870 13-10d EA. END HARDWARE AND ANCHORS: ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36, WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED. RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE '/a" LARGER THAN REBAR SIX AND /g" LARGER THAN THREADED ROD SIZE. I/," (U.O.N.) ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): EPDXY: ITW RED HEAD A7LIMITS REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC SHALL MEET OR EXC MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi HTT4 3480 3080 18-16d 0 TRUSS/BEAM 1-5/e"0 ROD TO FTG. SCOPE F SERVICE HTT5 5250 4670 32-16d 0 TRUSS/BEAM 1_s/e RSD TO FTG. MEANS AND AND METHODS:LUS28 THE STRUCTURAL ENGINEER SMALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, M THODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS 0 OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. OF STRUCTURALENGINaIGN THE ITEMS SPECIFICALLY DESI NED BY THE STRUCTURAL ENGINEER ARE LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. 930 780 6-10d TO HEADER 4-10d TO JOIST HU410 905 785 14-16d TI HEADER 6-16d TO JOIST ABU44 2200 SIMPSON TERMIMATE AT SIMPSON 5/e"0 ROD' EPDXIED 6" MIN ABU66 2300 PLAN FOR 5/e"0 ROD EPDXIED 6" MIN SET N/A N/A SIMPSON �PDXY-TIE LTT20B 1675 1675 10-16d TO STUD/BEAM/POST 1-'/2"O R D TO FTG. LSTA12 805 695 10-10d CS16 1705 1705 13-8d GENERAL NOTES EiCONSTRUCTION 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 SPLCIFICATIONS: HING - MIN. '/1e", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). TILE - MIN. 15/32" :2/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). METAL - MIN. 1/2". 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'- OF ROOF EDGE). WALL SHEATHING SPECIFICATIONS: FLEXIBLE FINISH -MIN. 7/�s" 24/16, APA RATED OSB OR 1PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED NI 8d 0 4" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PL TE TO UPPER TOP PLATE. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINIYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. STUCCO FINISH. -MIN. 7/ie", 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 P ATE TO UPPER TOP PLATE. MASONRY SPECIFICA IIONS:_ I MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACC RDANCE 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 x:1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8 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 HE RESPONSIBLE FOR THE DESIGN ;;AND INSTALLATION OF ALL FLASHING. CONCRETE MASONRY_ UNITS (CMU): CMU SHALL BE IN A.CORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N - 1I, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5-0". MASONRY STEMWALLS.• ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE SM 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. SHA_L 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 SPECIFICAlIONS:_ ALL CONCRETE HAS HEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS CONCRETE AT GARA(A- 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 BEN 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 SOL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS At D 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 SI .1E 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, HERE PERMITTED, SHALL BE 48 BAR DIAMETERS CONCRETE SLABS DE: ONGRETE LAB ON GRA 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 AT ACHED 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 CO LY WITH NEPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INS ALLED AT ALL TRUSSES AS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS -TO -TRUSS CONNECTIONS AND TRUSS PROFILES A E THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BR CING PER 'COMMENTARY' AND RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, 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 :1514 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. WATERPROOFING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS MEMBERS CONNECTION ION FASTENER LINTEL DIMENS1014 MIN. BRG. MAX. SPAN ® INTERIOR LOAD BEARING WALL ® BUILT-UP POST IN THE WALL TOP PLATE TO TOP PLATE FACE NAIL 2 -GUN NAILS @ 12" STAG. \/ L3'/2 x3'/2 x'/44- 6'-0" /\ GABLE X -BRACE, SEE DETAIL 10/S0.1 TOP PLATE, LAPS INTERSECTION FACE NAIL (2-16d) 3 -GUN NAILS > > L4x3 /2 "x /4 6" 8'-0" HEADER SIZE, JACK AND DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3 -GUN NAILS DESIGNATES SHEARWALL. THE (2)<x8-1/2 KING STUD QUANTITY. L5x3'/2 "x' /a 6" 10'-0" HIDDEN LINE DESIGNATES SIDE OF RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6") GUN NAIL @ 6" WALL THE SHEARWALL SHEATHING L6x3'/2 "x'/a 6" 12'-0"SW 3"/6" TO BE APPLIED. 8d 0 3/6 CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5 -GUN NAILSDESIGNATES 8d COMMONS ® 3" L7x3'/2 "x' /a 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 I VENEER JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3 -GUN NAILS ADJ - ADJACENT LG - Long PAINT. BM - BEAM MANU - Manufacture RAFTER TO PLATE TOE NAIL (3-8d) 3 -GUN NAILS I I,---�--_� WEATHER BOT - BOTTOM MONO - Monolithic 2. LINTEL MORE THAN 8' 0". SHOULD I �m�� BARRIER BRG - BEARING OC - On Center JACK RAFTER TO HIP TOE NAIL (3-10d) 4 -GUN NAILS BE LATERALLY SUPPORTEM NOT TO I CMU - CONCRETE MASONRY UNIT OSB -Oriented Strand Board DBL -DOUBLE PERP -Perpendicular ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3 -GUN NAILS EXCEED 6 FT. O.C. w/ 2-,'/,x3" WD. DIA - DIAMETER PRE ENG - Pre Engineered CONT. HEADER, Two PIECES FACE NAIL 16d@ 16" O.C. @EDGE SCREWS INTO HEADER PROVIDE A '/2" __� LINTEL EA - EACH PSF - Pounds per Square Foot VERTICAL SLOTTED HOLE OR SCREW. I ATTACHMENT EE - EACH END PSI - Pounds per Square Inch F�==a+ SEE NOTE 2 _ CONT. HEADER TO STUD TOE NAIL (3-16d) 4 -GUN NAILS II I EOR - ENGINEER OF RECORD PT RESSURE TREATED 3. BRICK VENEER ATTACH ENT: J EQ - EQUAL QT - Duick Tie STUD TO SOLE PLATE TOE NAIL (3-16d) 4 -GUN NAILS HORIZONTAL TIES @ 24" .C., VERT. EXT - EXTERIOR REINF - Reinforce SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d @ 16") GUN NAIL @ 8" TIES @ 12" O.C.. (FOR 13 mph HEADER, FLASHIN(, FBC - FLORIDA BUILDING CODE SF - Square Foot WIND -ZONE VERT. TIES @ 16" O.C.). SEE PLAN BRICK LINTELSEE SCHEDULE , FDN - FOUNDATION SPF -Spruce Pine Fur NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN FT - FOOT SYP - Southern Yellow Pine 3"x0.131"O = GUN NAILS 2"x0.113"O = RINK SHANK 12" OF OPENINGS. PROVI 3/16"O WEEP FTG - FOOTING THRU - Through i HDR - HEADER TYP - Typical 2"x0.113"0 = 6d 2/2"x0.131"0 = 8d HOLES @ 33" O.C. IMMEDI TELY ABOVE SECTION VIEW 3"x0.148"O = 10d 31/2"x0.162"0 = 16d FLASHING. OF BRICK LINTEL HORIZ - HORIZONTAL LION Unless Otherwise Noted LBS - POUNDS VERT - Vertical 1'/2 "x0.148" 0 = 10dx11/2 " 1'/2 "x0.131 " 0 = Sdxl'/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" 0. C. . 111 I J 1 I L---- - J SYP#2 DBL. 1I TOP PLATE. I{ SEE `>/ S0.0. FULL HEIGHT SHEATHING TO BE CONTINUOUS TO UPPER TOP PLATE. ROOF SHEATHING, SEE SPECIFICATIONS. SEE 5/SO.0. TYPICAL STUD NAILING: 0.131x3" END NAILS: (2) @ 2x4, (3) @ 2x6. (4) @ 2x8. 2x -BLOCKING ONLY REQUIRED IF SHEARWALL. I � I L - - - J FASTEN LOWER STUD PERMANENT TRUSS 8d TO TALLER STUD w BRACING BY OTHER. COMMON 2 -ROWS OF 10d COMS @ 3" O.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- r SEE SPECIFICATIONIS. ` I I I I -- SEE 1/SO.1.- BLOCKING ONLY REQUIRED AT SHEARWALLS AND-/ STUCCO FINISH. ---INTERIOR BEARING WALL: SEE SCHEDULE FOR STUD SIZE AND O.C. SPACING. TYPICAL HEADER NAILING 0.131X3" TOE NAILS 2X6, 2x8 = (5) NAILS 2x10, 2x12 = (7) NAILS 9" LVL, 11" LVL = (7) NAILS 14" LVL, 16" LVL = (9) NAILS 16"MAX. ® 12 O.C. TYPICAL SOLE PLATE NAILING: 0.131x3" TOE NAILS: (3) @ 2x4, (4) @ 2x6, (5) @ 2x8. PT. SYP#2 SOLE PLATE. WALL SHEATHING `SEE DETAIL 1/SO.1 FOR SPLICING OPTIONS. WALL FRAMING AT I PLATE CHANGE CONDITION TYPICAL TOP PLATE NAILING: FASTEN ALL TOP PLATES TOGETHER w/ (3) ROWS OF .131x3 @ 12" O.C. STAGGERED. SYP#2 HEADER, - PLATE SPLICE 1-0" MIN. SPLICE LENGTH / (16) 0.131x3" NAILS VENLY SPACED 4'-0" MIN. WINUUW JILL SC:HLQLILL ROUGH DROPPED HEAD MINIMUM END OPENING OR SILL PLATES FASTENEI EACH END 5 4'-4" (1)2x4 SPF #2 (4)12d TOE {NAILS G 6'-a" (2)2x4 SPF #2 (5)12d TOE NAILS s 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS � 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS I I 2 TYPICAL WALL FRAMING I I S0.0 I J WALL SHEATHING SEE DETAIL 1/SO.1 FOR SPLICING OPTIONS. `I WALL SHEATHING TO jI SOLE PLATE II RAISE )�" FROM SEE DETAILS SEE DETAILS 8d @3" I ON 51.01 ON S1.01 11 BOTTOM OF SOLE PLAN AND FASTEN F-- ----I ---- ---� F- - w/8d COMMON @ 3" II 1 1. 1W I O.C. I° r I I L --------J L ----------j L -------J SINGLE STORE MULTY STORY TYP. WALL SECTIONS SDWC15600 SYP#2 DBL. TOP PLATE. PER PLAN. ANCHOR SCHEDULE ANCHOR SEE ROOF SHEARWALLS WASHER SPACING SPEC. RAISED HEADER EDGE DISTANCE Y2"0 EPDXY FRAMING 24" 3x3xO.229" 4" PLAN FOR )z"0x6" TITEN HE 42" ARCHED TRANSOM OPTION SEE RIGHT. WINDOW SILL SEE SCHEDULE FOR SILL SIZE AND CONNECTION EACH END. 3x3xO.229" DETAILS. 2%" '.'0 TOP OF TRUSS AS SHOWN. a I I 2 TYPICAL WALL FRAMING I I S0.0 I J WALL SHEATHING SEE DETAIL 1/SO.1 FOR SPLICING OPTIONS. `I WALL SHEATHING TO jI SOLE PLATE II RAISE )�" FROM SEE DETAILS SEE DETAILS 8d @3" I ON 51.01 ON S1.01 11 BOTTOM OF SOLE PLAN AND FASTEN F-- ----I ---- ---� F- - w/8d COMMON @ 3" II 1 1. 1W I O.C. I° r I I L --------J L ----------j L -------J SINGLE STORE MULTY STORY TYP. WALL SECTIONS SDWC15600 SOLE PLATE ANCHOR SCHEDULE ANCHOR SEE ROOF SHEARWALLS WASHER SPACING SPEC. EMBEDMENT DEPTH EDGE DISTANCE Y2"0 EPDXY FRAMING 24" 3x3xO.229" 4" PLAN FOR )z"0x6" TITEN HE 42" EXTEND SHEATHING VERT. 3x3xO.229" DETAILS. 2%" '.'0 TOP OF TRUSS AS SHOWN. (TYPICAL). _ PROVIDE 2x4 BLOCKING �T HORIZONTAL JOINTS. ROOF SHEATHING, SEE SPECIFICATIONS BELOW. HEEL 1'--0" SUPPORT IS 6" O.C. MAX. OOF PRE-ENGINEERED WOOD 2x SPF BLOCKING ROOF TRUSSES. RIPPED TO FIT LOOR JOISTS. WITH GAP SHOWN. o Q ca I SIMPSON M '` SDWC15600-'-, SEE ROOF r` FRAMING I PLAN FOR SIMPSON DETAILS. SHEAT-IING MAY I SDWC15600 SIMPSON TERMIMATE AT SIMPSON SEE ROOF FRAMING SDWC15600 TOP 0= DBL. SDWC15600 PLAN FOR SEE NOTE 1. TOP PATE. SEE NOTE 1.1-41 DETAILS. TYPICAL CONNECTION 5" < HEEL < 1'-0" HEEL < 5" NOTES: 1. TOP PLATE TO STUD SDW., ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS. 2. H2.5T MAY BE SUBSTITUTD 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 2_Y4" -%/-TO OUTSIDE 3x3xY4" SLOTTED FACE OF WALL. VASHER PUSHED '0 OUTSIDE ACE OF WALL. DROPPED HEADER SYP#2 HEADER, PER PLANS. WINDOW SILL SEE SCHEDULE. ARCHED TRANSOM OPTION- 2x SPF Dr4GONAL BLOCKING FASTENED NI 3-0.131"x3'? EA. END ICAL. ",--SHEATHING MAY EXTEND 2" PAST BLOCKING- WINDOW ATTACHMEI ITS MUST ANCHOR IIS TO 2x MATERIAL. JACK AN KING STU SEE PLAN AT TWO STORY CONDITIONS, PROVIDE SOLI BLOCKING WITHIN FLOOR SYSTEM AT ALL UPPER LEVEL 11POSTS & JACIf STUDS. SDWC15400 SCREW SEE 8/30.0. a FOUNDATION SEE PLAN. 12" Ila WALL FRAMING AT MAX. MIN. SOLE PLATE ANCHOR* RAISED HEADER CONDITION FROM SOLE SEE SCHEDULE PLATE BREAK BUILDER MAY CHOOSE EITHER THE DROPPED WALL FRAMING AT HEADER CONDITION OR RAISED HEADER CONDITION. DROPPED HE CONDITION 3x3x)'a' SLOTTED WASHER PUSHED PLAN VIEW Y2" THREADED ROD EPDXIED 4" OR Y2"0x6" SIMPSON TITEN HD. SECTION VIEW SOLE PLATE ANCHOR Q& HOLD DOWN. BUTT JOINT-\ 12 1)/2 I� PT. SYP#2 MAX. MIN SILL PLATE. 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 Et SCHEDULE _ SCALE: 3/4" = 1'-0"-�- (3) ROW OF 10d - t 2 PLY NAILS @ 8" O.C. BEAM. STAGGERED 3 PLY BEAM. 2x4 MEMBERS: _ (1) ROW OF 10d (4) ROWS 12d NAILS @ 4" O.C. , AT 12" O.C. EA. SIDE. 2x6 MEMBERS: (3) ROWS 12d(2) ROW OF 10d NAILS @ 4" O.C. AT 12" O.C. STAGGERED EA. SIDE. 2 & 3 PLY BEAMS 2x4 OR 2x6 POST x ST (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 BUILT-UP MEMBER FASTENING KING STUD TO TOP PLATE: SDWC15600 SCREW. NOT REQUIRED AT GABLE ENDS OR OPENINGS LESS THAN 4'-6" TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. (2)12d TOE NAILS E.E. (MIN) HEAD OR SILL PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. SOLE PLATE CONNECIOR� LLESCATEANCHOR LOCATED WITHIN 6" OF SIUD PACK. OMIT IF SHEARWALL HOLD DOWN IS SPECIFIED SINGLE STORY X81 TYPICAL HEADER STRAPPING �SO.o KING & JACK STUDS SEE PLAN KING STUD TO FRAMING BELOW: CS18 STRAP w/6-10dxl)'" NAILS EACH END. STRAP ATTACHMENT CAN BE INTERIOR OF EXTERIOR SIDE OF WALL STRAP NOT REQUIRED AT THE FOLLOWING: GABLE ENDS OF JACK TRUSSES LESS THAN 8' OR OPENINGS LES`. 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. SCHEDULE ROUGH OPN'G, SEE ARCH. MULTI STORY (STACKED WINDOWS RATED SHEATHING, BOUNDARY OF SEE GENERAL NOTE 3. SHEATHING. EXAMPLE OF PANEL EDGE w/ BLOCKING WHERE REQUIRED BY GENERAL NOTES. NAIL SPACING AT SOLE PLATE ANCHOR SCHEDULE ANCHOR EXT. WALL SPACING SHEARWALLS WASHER SPACING SPEC. EMBEDMENT DEPTH EDGE DISTANCE Y2"0 EPDXY 42" 24" 3x3xO.229" 4" 2% )z"0x6" TITEN HE 42" 24" 3x3xO.229" 02" 2%" NOTES: 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO CORNERS AND PLATE BREAKS AND KING STUDS. 2. WASHERS SHALL BE SLOTTED. 3. AS AN ALTERNATE TO THE 3"X3"XY4" PLATE WASHER, A 3"X3"X'/8" W/ 11/2"0 ROUND STEEL WASHER MAY BE USED. SOLE PLATE ANCHOR DETAIL Et SCHEDULE _ SCALE: 3/4" = 1'-0"-�- (3) ROW OF 10d - t 2 PLY NAILS @ 8" O.C. BEAM. STAGGERED 3 PLY BEAM. 2x4 MEMBERS: _ (1) ROW OF 10d (4) ROWS 12d NAILS @ 4" O.C. , AT 12" O.C. EA. SIDE. 2x6 MEMBERS: (3) ROWS 12d(2) ROW OF 10d NAILS @ 4" O.C. AT 12" O.C. STAGGERED EA. SIDE. 2 & 3 PLY BEAMS 2x4 OR 2x6 POST x ST (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 BUILT-UP MEMBER FASTENING KING STUD TO TOP PLATE: SDWC15600 SCREW. NOT REQUIRED AT GABLE ENDS OR OPENINGS LESS THAN 4'-6" TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. (2)12d TOE NAILS E.E. (MIN) HEAD OR SILL PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. SOLE PLATE CONNECIOR� LLESCATEANCHOR LOCATED WITHIN 6" OF SIUD PACK. OMIT IF SHEARWALL HOLD DOWN IS SPECIFIED SINGLE STORY X81 TYPICAL HEADER STRAPPING �SO.o KING & JACK STUDS SEE PLAN KING STUD TO FRAMING BELOW: CS18 STRAP w/6-10dxl)'" NAILS EACH END. STRAP ATTACHMENT CAN BE INTERIOR OF EXTERIOR SIDE OF WALL STRAP NOT REQUIRED AT THE FOLLOWING: GABLE ENDS OF JACK TRUSSES LESS THAN 8' OR OPENINGS LES`. 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. SCHEDULE ROUGH OPN'G, SEE ARCH. MULTI STORY (STACKED WINDOWS RATED SHEATHING, BOUNDARY OF SEE GENERAL NOTE 3. SHEATHING. EXAMPLE OF PANEL EDGE w/ BLOCKING WHERE REQUIRED BY GENERAL NOTES. NAIL SPACING AT SUPPORTED EDGES, GENERAL NOTES. EXAMPLE OF UNSUPPORTED O (UNBLOCKED) PANEL EDGE (TYPICAL). NAILING TO INTERMEDIATE SUPPORT IS 6" O.C. MAX. OOF (LION). RUSSES, OR LOOR JOISTS. ROOF AND FLOOR SHEATHING NA(ING D.0 SCALE: 3/4" 2x4 BLOCKING 024" O.C. FASTEN EACH END w/3 -10d TOENAILS. STUD BELOW LOWER TOP 4-10d PLATE AT BREAK. OVER LAP DOUBLE 3 COMMONS TOP PLATES. ORTHOGONAL VIEW WA INT R ION OF CORNER ON ITI PF71 Ta CORNER WALL INTERSIT T10NINTER CONDITIONS CONDITION NOTES: 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS. 2. DENOTES 3"x0.131" GUN NAILS @ 6" O.C. VERTICAL. 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE. 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED. 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIP.E OPTIONS ARE SHOWN. FRAMED WALL CORNER AND 7 INTERSECTIONS STUDS CONFIGURATIONS ).0/ TRUSS TO PLATE: SDWC SCREW 7 TOP PLATE TO HEADER FA TENIN • SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. STUD OR 2X BLOCKING FAST a/8 -10d COMMO SCHEDULE ROUGH OPN'G, SEE ARCH. MULTI STORY (UNSTACKED WINDOWS) PLATE TO HEADER: SDWC SCREW @ 24" O.C. 2X6 WALL USS TO (� LATE: SDWC a- I CREW PLATE TO HEADER: SDWC SCREW @ 24" O.C. KING STUD TO FRAMING BELOW: CS18 STRAP W/6-10DX1Y2" NAILS EACH END. STRAP ATTACHMENT INTERIOR OR EXTERIOR SIDE OF WALL. STRAP NOT REQUIRED AT THE FOLLOWI GABLE ENDS OR JACK TRUSSES LESS THAN 8' OR OPENINGS LESS THAN S-6" BE Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 �. P.NTS J` . �G E NsF cp - = v N 53 * x� S E OF N S/0Nm /j10 111111111111,` Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL HELD 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.0 R, PLAN NAME SAN TROPEZ-CLASSIC DESIGN/DRAW N/CHECKED JWA CMJ/LAP DATE 07.10.18 SCALE AS NOTED LPA No. TOLL -18-00314 CONTROL No. 4493 SHEET so.o SHEET 1 OF g BLOCKING ONLY REQUIRED AT SHEARWALLS AND STUCCO FINISH 16d COMMONS ® 8" O.C. CONT. RIBBON BOARD (TYP) FLOOR TRUSSES OR JOIST. 5-8d COM EACH SIDE OF SPLICE SHEATHING SPLICE 16d COMMO 08" 0. CONT. RIBB BOARD (T` FLOOR TRUSSES OR JOIST. 8d COM 0 3" O.C. r EACH SIDE OF SPLICE SHEATHING SPLICE 3/4" OSB or PLYWOOD RIM BOARD )/4" SHORTER THAN WALL FRAMING WALL FF AMING-� FLOOR SYSTEM. ALIGN VERTICAL JOINTS WITH SHEATHING SPLICE WALL SHEATHING JOINTS BLOCKING ONLY REQUIRED 5-8d COM AT SHEARWALLS AND EACH SIDE STUCCO FINISH OF SPLICE OPTION 1 OPTION 2 OVER LAP SHEATHING A A RIM BOARD OPTIO 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 GATS EACH END w/ 3-0.131x3" (,OMMON TOE NAILS SHEARWALL EXTERIOR WALL ALTERNATE A ROOF TRUSS. ROOF FLOOR OR TRUSS. ROOF TRUSS. MAX. 2x4 SYP#2 HORIZ. BRACING 0 24" O.C. BETWEEN OUTER WALL & FIRST INTERIOR TRUSS. NAIL EACH END w/ 3-0.131x3" NAILS (TYP) FLOOR TRUSS 2x4 SYP#2 DIAGONAL FASTEN EA. END w/ 3-10d COMMONS CEILING WALL FRAMING LINE INSTALL FLOOR TO FLOOR STRAPPING PER OPTION 1 OR 2 FLOOR TRUSS PARALLEL SYP#2 2x4 NAILER FASTENED TO TRUSS BOT. CHORD w/ 0.131x3" 0 3" O.C. FASTENED TO SHEATHING w/ 8d 0 3" O.0 SHEATHING FASTENED TO TOP PLATE w/ 10d 0 3" O.C. 2 SYP#2 CONT. ATTACH I 16" MAX. T TOP PLATE AND TRUSS w/ 0.131x3" 0 3" O.C. EDGE OF 2x MAY OVERHANG TOP PLATE. SHEARWALL SHEARWALL ALTERNATE B ALTERNATE C '/ " OSB DI PHRAGM FASTEN ROOF FLOOR DECK 10d 04 O.C. ROOF TRUSS. -\ SDWC 15600 0 32" O.C. SCREWS SHEARWALL OSB WALL SHEATHING ALTERNATE G j.TO NAILER w/ (1) ROW 8d TRUSS. ROOF 2x4 BLOCKING. FASTEN r 1 TRUSS 2x4 SPF#2 CONTINUOUS FLOOR TRUSS. F 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS WOOD PLATE HOLE 0 3" O.C. FASTEN TO TOP FASTEN TO ROOF FRAMING BELOW UPLIFT PLATE w/ 4-12d NAILS AT EACH RAFTER, 6-10d 71111,11, 2x'/6" COMMONS LEDGER FASTENED OVERFRAME RAFTERS, SEE PLAN. ANCHOR 3/4"o PLATE 7.5" 12" PLATE w/ (2) ROWS SEE PLAN r 2X6 SON H3 w/ 10-8d COMMON MONO STEM 7/16" OSB fC'NA FROM RAFTER TO LEDGER LEDGER FASTEN WITH TRUSS WEBS WIT THESE STRAPSLEDGER TO ROOF MEMBER. MAY BE OMITTED2X4 T -BRACE. ONLY 5-0.131x3" EA. STUD. WHEN OVERFRAME REQUIRED FOR BRACE h OR POST. OF 8d ® 3" O.C. LENGTHS > 8'-0IDE BELOW. & (1) ADJ. MTS12 OR CS16 DIRECTLY LESS THAN 4'-0" FASTEN w/10d COMMONS TO PORCH HEADER. BLOCKING 0 6" ON -CENTER w/3 -0.131x3" II THREADED ROD 4 WALL ADJ. TO ROOF CON ECTION AS SHOWN, EARWALL NOTES: SO.1 SEE CONSTRUCTION SPECIFICATIONS FOR ROOF AND WALL SHEATHING AND STUD FRAMING. PROVIDE 1x4 SYP#3 OR BETTER SEE PLAN REVISIONS DATE I ELEVATION 2x4 SPF BOTTOM CHORD BRACING WEB w/ 12d 0 6"O. C. PANEL FLOOR COMMON. I >< I T T 15Z 1CONTRACTOR 1. AT ROOF TRUSS, SYP#2 2x4 NAILER FASTENED I; .........................OI . ALL AROUND (GPTIONAL, LOCATE GABLE END WALLS PROVIDE DIAGONALS TO BE BRACED. FRAMING ��ti-.---' FULL HT. AS NEEDED) (APPROXIMATELY 45%) TO THE MAY TO TRUSS BOT. CHORD w/ °I ANCHOR II FASTEN CATS EACH END w/ WALL BETWEEN EACH LINE OF BRACING AT SILL 2x4 SYP#2 CATS AT 12" CHOOSE A,B,C,D, OR G. (2) ROWS 0.131x3" 0 3" O.C. Ij INTERIOR CONSTRUCTED OF THE SAME BRACING `O 3-0.131x3" NAILS ®6" O.C. O.C. FASTENED TO TOP 2. USE ALTERNATE A. NECESSARY AT HIP {{ROOFS. ALSO 1 I' SHEARWALL. ALONG EXTERIOR WALLS PARALLE4 TO BOTTOM CHORD BRACING PROVIDE DIAGONALS IN THE END SPACE BETWEEN THE WALL! AND THE FIR PLATE w/ 4-0.131x3" AF EXTERIOR WALLS SW -2 I SHEARWALL OR COMMON. ENDING BETWEEN ROOF 5-16d NA L!� EXTERIOR WALL TRUSSES. ALTERNATE D ALTERNATE E (TYPICAL) ALTERNATE F 3. USE ALTERNATE E & F FOR FLOOR T USS ATTACHMENT SHEARWALL ATTACHMENT AT ROOF & FLOOR WALL STUDS AT 16" O.C. 8d C OMMON NAILS Al3" O.C.(TYP) WALL STUDS AT 16" O.C. ROOF SHEATHING -I ROOF TRUSS' I ROOF TRUSS' j 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"Ox6" SDS SCREWS 776-1250 2x8 w/ 8-0.131x3" 2346-3125 2x12 w/ 8-'/q"Ox6" SDS SCREWS 1251-1540 2x10 w/ 10-0.131x3" 1540-1850 2x12 w/ 12-0.131x3" LEDGER A NOTES: WHERE A LEDGER IS INDICATED ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, THE LEDGER IS BEING USED TO ATTACH THE ADJACENT ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. wHEN 8 LEDGER CONNECTION 2x4 SPF#2 -P\ BLOCKING ROOF MEMBER 2x6 SYP#2 BLOCKING BETWEEN 2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP FASTENED TO TOP PLATE w/ 10d 0 4" O.C. PLATE w/ 10d 0 3" O.0 \PORCH SHEATHING, HEADER SEE SPECIFICATIONS BELOW END I PORCH PARALI EL HEADER & SUPPORT TO WALL PORCH POST, PER PLAN. I (2)MSTA24 PERPENDICULAR I STRAPS TO WALL 24" 16 GUAGE POST BASE: STRAP w/11- POST 24" 16 GUAGE 4x4 POST:ABU44 10dx1�" EA. END BELOW STRAP w/11- 6x6 POST: ABU66 10dx1Y2" EA. END I, PORCH. PORCH HEADER,SLAB SEE PLANIk HTS16 STRAPS MSTA24 Sij3" ROD STRAPS EPDXIED 6" MIN PLAN VIEW OF PLAN VIEW OF ELEVATION VIEW OF PORCH HEADER PORCH HEADER PORCH HEADER AT CORNER POST A POST AT POST PORCH SHEATHING SPECIFICATIONS: 3/6 " (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD TYPICAL PORCH FRAMING DETAILS SEE DETAIL 5/SO.1 FOR DIAPHRAGM ATTACHMENT\ WHERE APPLICABLE I------- I - - - - - - - - - - - - - - - - 44 - II SW 8d©3"/6" SW 803"/6" PERFORATED SHEARWALL SEGMENTED SHEARWALL - UPPER TO LOWER STUDS UPPER TO LOWER STUDS SW 8dO3/6: (2) CS18 STRAPS SW 8d03/6: (2) CS18 STRAPS B - END STUDS TO FOUNDATION - END STUDS TO FOUNDATION W 8d03/6: HTT5 OR HDU5 W 8dO3/6: HTT5 OR HDU5 (C� - SOLE PLATE ANCHORS OC - SOLE PLATE ANCHORS EE SCHEDULE ON DETAIL 3/SO.0 SEE SCHEDULE ON DETAIL 3/SO.0 SHEARWALL NOTES 1. PROVIDE x/16" OSB SHEATHING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. PROVIDE 2x BLOCKING AT AL:_ PANEL EDGES. 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS END POSTS FOR SW. 3. FASTEN ALL INTERIOR SW 10 ROOF OR FLOOR TRUSSES PER 5/SO.1 4. INSTALL INTERIOR FOOTING BELOW SHEARWALL PER DETAILS ON S1.0 TYPICAL SHEARWALL ELEVATION 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 S0.1 TRUSS TO LEDGER CONNECTION BY TRUSS �'w S0.1 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. ENGINEER. NOT SHOWN FOR CLARITY D WASHER FULL HEIGHT �_ / T) ELM Q v 1 ANCHORING SPECIFICATIONS FULL HEIGHT ANCHOR INSTALLATION ROOF 2x4 BLOCKING. FASTEN r 1 TRUSS EACH END w/3-10 SOLE F 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS WOOD PLATE HOLE CONCRETEASHER HOLE FASTEN TO ROOF FRAMING BELOW UPLIFT PLATE w/ 4-12d NAILS AT EACH RAFTER, 6-10d DOUBLE TOP 2x'/6" COMMONS CONNECTOR OVERFRAME RAFTERS, SEE PLAN. ANCHOR 3/4"o PLATE 7.5" 12" 2Y2" 3" SEE PLAN r 2X6 SON H3 w/ 10-8d COMMON MONO STEM ANGLE fC'NA FROM RAFTER TO LEDGER LEDGER FASTEN WITH BRACE THESE STRAPSLEDGER TO ROOF MEMBER. MAY BE OMITTED2X4 T -BRACE. ONLY 5-0.131x3" EA. STUD. WHEN OVERFRAME REQUIRED FOR BRACE h OR POST. TO BOTH H3 ABOVERAFTER LENGTH LENGTHS > 8'-0IDE BELOW. & (1) ADJ. MTS12 OR CS16 DIRECTLY LESS THAN 4'-0" FASTEN w/10d COMMONS TO PORCH HEADER. BETWEEN OVERFRAMING RAFTER 0 6" ON -CENTER AND ROOF MEMBER. II THREADED ROD �PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. DECK LEDGER AT OVERFRAME RAFTERS OTED S0.1 TRUSS TO LEDGER CONNECTION BY TRUSS �'w S0.1 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. ENGINEER. NOT SHOWN FOR CLARITY D WASHER FULL HEIGHT �_ / T) ELM Q v 1 ANCHORING SPECIFICATIONS FLOOR FRAMING FULL HEIGHT THREADED RODFOUNDATION, SEE PLAN PER PLAN. EMBEDMENT DEPTH O FULL HEIGHT ANCHOR INSTALLATION CHART THREADED r 1 C OD SOLE F DOUBLE FULL HT. WOOD PLATE HOLE CONCRETEASHER HOLE SPEC. ]33x/, UPLIFT PLATE FULL HT. TOP PLATE. ANCHOR DOUBLE TOP 2x'/6" 4 4" CONNECTOR 5/8 ANCHOR 3/4"o PLATE 7.5" 12" 2Y2" 3" SEE PLAN r S E OF CONTINUOUS 2x6 SYP#2 MONO STEM MONO STEM '0'0 � LEDGER FASTEN WITH LDee r 5-0.131x3" EA. STUD. DELEGATED TRUSS ENGINEER. r�A h OR POST. ? BELOW. & (1) ADJ. FULL HEIGHT TO PORCH HEADER. I I �' BRACE IS NEEDED, OVERLAP BRACE THREADED ROD 4 WALL ADJ. TO ROOF CON ECTION AS SHOWN, °I II SO.1 SEE CONSTRUCTION SPECIFICATIONS FOR ROOF AND WALL SHEATHING AND STUD FRAMING. PROVIDE 1x4 SYP#3 OR BETTER SEE PLAN REVISIONS DATE I ELEVATION BOTTOM CHORD BRACING WEB w/ 12d 0 6"O. C. II PERPENDICULAR TO'TRUSS BOTTOM T -BRACE TO BE THE A STEEL COUPLER...... CHORDS AND ATTACHED TO EACH SAME SIZE, SPECIES © .........................OI . II (GPTIONAL, LOCATE GABLE END WALLS PROVIDE DIAGONALS TO BE BRACED. I°I ��ti-.---' FULL HT. AS NEEDED) (APPROXIMATELY 45%) TO THE °I ANCHOR II WALL BETWEEN EACH LINE OF BRACING AT SILL PLATE AT TOP PLATE FLOOR FRAMING FULL HEIGHT THREADED RODFOUNDATION, SEE PLAN PER PLAN. EMBEDMENT DEPTH O FULL HEIGHT ANCHOR WALL SECTION THREADED ROD INSTALLATION CHART FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN ANCHORING SYSTEM: THE THREADED ROD ANCHORING SYSTEM SHALL CONSIST OF %"0 A307 THREADED RODS, ORIENTED VERTICALLY AND ATTACHED TO THE FOUNDATION AND TO THE UPPERMOST PLATE AT THE LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE TOP PLATE, PROVIDE A 2% 2"x )Ij" 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 V LARGER THAN THE DIAMETER OF THE THREADED ROD USED. WHILE SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERS (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE ROD SHALL BE INSTALLED APPROXIMATELY CENTERED IN HOLE. RODS MAY BE SLANTED FROM TRUE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TOI AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SECURED OVER THE WASHER TO A SNUG -TIGHT CONDITION PLUS ONE-HALF TURN OF A STANDARD WRENCH (APPROMMATELY 30 FT. -LBS. OF TORQUE). DUE TO SHRINKAGE AND COMPRESSION OF BUILDING CONTRACTORS SHALL RE -TIGHTEN NUT TO 30 FT. -LBS. OF TORQUE AFTER ALL TRADES ARE COMPLETE AND PRIOR TO INSULATION. ERQXY ANCHORING: ALL THREADED RODS SHALL BE DRILLED & EPDXY ANCHORED. SEE INSTALLATION CHART FOR EMBEDMENT AND EDGE DISTANCE REQUIREMENTS 4-12d TOE NAILS (TYP.) 2x4x6' SYP#2 LATERAL BRACE EA. X -BRACE w/ 2-16d INTO BOTTOM 8-10d CHORD OF EA. TRUSS. COMMONS GABLE END BRACING S: 1. SPACE GABLE END BRACING 0 4'-6" MAX. 2. ALL MATERIAL TO BE SYP#2 " FULL HEIGHT ROD TURN TITEN HD COUPLER TIGHT AGAINST PLATE SIMPSON TITEN HD ROD COUPLER 3/8" RODS - THD37634RC (%"x63/4" 3/" FULL HEIGHT ROD ALTERNATE ATTACHMENT L 2x4 SYP#2 OUTLOOKERS 0 24" O.C. H3 OR H2.5T HURRICANE CLIP 0 EA. OUTLOOKER TO TRUSS. WALL SHEATHING UP GABLE END TRUSS. 2X4 #2 SYP BLOCK 0 EACH GABLE BRACE. FASTEN EACH END W/ 3-10d TOENAILS BLOCK TO DBL TOP PLT W/ 2-H2.5T 0.131x3" TOE NAILS 0 8"O.C. FROM BOT. CHORD OF TRUSS TO DBL. TOP PLATE \\- LSTA12 0 48" O.C. OR DBL TOP PLT TO GABLE TRUSS BOTTOM CHORD W/ SDWC15600 0 36" O.C. OMIT IF SHEATHING OVERLAPS GABLE 12" MIN (1)MSTA24 STRAPS FOLD OVER TOP PLATE FASTEN w/18 -10d (2)MSTA24 STRAPS FOLD OVER TOP PLATE FASTEN w/18 -10d FULL HEIGHT ANCHOR INSTALLATION CHART THREADED A C OD E F ROD 0 WOOD PLATE HOLE CONCRETEASHER HOLE SPEC. ]33x/, EMBEDMENT DEPTH EDGE DISTANCE 3/8 '/2 "0 '/2 "0 2x'/6" 4 4" 2" 3" 5/8 7q"0 3/4"o " 7.5" 12" 2Y2" 3" FOR P RP TRUSS CON A CTION S E OF CONTINUOUS 2x6 SYP#2 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% 2"x )Ij" 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 V LARGER THAN THE DIAMETER OF THE THREADED ROD USED. WHILE SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERS (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE ROD SHALL BE INSTALLED APPROXIMATELY CENTERED IN HOLE. RODS MAY BE SLANTED FROM TRUE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TOI AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SECURED OVER THE WASHER TO A SNUG -TIGHT CONDITION PLUS ONE-HALF TURN OF A STANDARD WRENCH (APPROMMATELY 30 FT. -LBS. OF TORQUE). DUE TO SHRINKAGE AND COMPRESSION OF BUILDING CONTRACTORS SHALL RE -TIGHTEN NUT TO 30 FT. -LBS. OF TORQUE AFTER ALL TRADES ARE COMPLETE AND PRIOR TO INSULATION. ERQXY ANCHORING: ALL THREADED RODS SHALL BE DRILLED & EPDXY ANCHORED. SEE INSTALLATION CHART FOR EMBEDMENT AND EDGE DISTANCE REQUIREMENTS 4-12d TOE NAILS (TYP.) 2x4x6' SYP#2 LATERAL BRACE EA. X -BRACE w/ 2-16d INTO BOTTOM 8-10d CHORD OF EA. TRUSS. COMMONS GABLE END BRACING S: 1. SPACE GABLE END BRACING 0 4'-6" MAX. 2. ALL MATERIAL TO BE SYP#2 " FULL HEIGHT ROD TURN TITEN HD COUPLER TIGHT AGAINST PLATE SIMPSON TITEN HD ROD COUPLER 3/8" RODS - THD37634RC (%"x63/4" 3/" FULL HEIGHT ROD ALTERNATE ATTACHMENT L 2x4 SYP#2 OUTLOOKERS 0 24" O.C. H3 OR H2.5T HURRICANE CLIP 0 EA. OUTLOOKER TO TRUSS. WALL SHEATHING UP GABLE END TRUSS. 2X4 #2 SYP BLOCK 0 EACH GABLE BRACE. FASTEN EACH END W/ 3-10d TOENAILS BLOCK TO DBL TOP PLT W/ 2-H2.5T 0.131x3" TOE NAILS 0 8"O.C. FROM BOT. CHORD OF TRUSS TO DBL. TOP PLATE \\- LSTA12 0 48" O.C. OR DBL TOP PLT TO GABLE TRUSS BOTTOM CHORD W/ SDWC15600 0 36" O.C. OMIT IF SHEATHING OVERLAPS GABLE 12" MIN (1)MSTA24 STRAPS FOLD OVER TOP PLATE FASTEN w/18 -10d (2)MSTA24 STRAPS FOLD OVER TOP PLATE FASTEN w/18 -10d WALL SHEATHING 8d COMMON WIRE b TO BLOCKING 0 3" STUD WALL FRAMING mow/ 2x SOLID BLOCKING "\ AT SHEATHING EDGE 1 1 2x4 BLOCKING BETWEEN EA. t TRUSS. ATTACH AT EACH WALL J-1 STUD w/ 3-16 NAILS AT EA. FRAMING INTERSECTION. (MIN. OF [ L 6-16d BETWEEN EACH TRUSS) PERPENDICULAR TRUSS DETAIL B 6" DOUBLE TOP PLATE CONTINUOUS OVER 6" HEADER DBL. TOP MAX NOTCH HEADER PLATE IS INSTALLED BELOW TOP PLATE ON FACE OF BEAM FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.tI) OR BETTER OR 2x4!SPF#2 OR BETTER. PORCH 8 -GUN NAILS °i = NO 331 HEADER, OR JOIST SEE PLAN. FULL HEIGHT i FOR P RP TRUSS CON A CTION S E OF CONTINUOUS 2x6 SYP#2 ANCHOR OR DTT2Z ABO '0'0 � LEDGER FASTEN WITH HOLD DOWN AT 'c 5-0.131x3" EA. STUD. DELEGATED TRUSS ENGINEER. MIN. (2)2x4 WOOD BASE OF POST PARALLEL TRUS BELOW. & (1) ADJ. OPTION A TO PORCH HEADER. WALL SHEATHING 8d COMMON WIRE b TO BLOCKING 0 3" STUD WALL FRAMING mow/ 2x SOLID BLOCKING "\ AT SHEATHING EDGE 1 1 2x4 BLOCKING BETWEEN EA. t TRUSS. ATTACH AT EACH WALL J-1 STUD w/ 3-16 NAILS AT EA. FRAMING INTERSECTION. (MIN. OF [ L 6-16d BETWEEN EACH TRUSS) PERPENDICULAR TRUSS DETAIL B 8 -GUN NAILS FULL HEIGHT ANCHOR OR DTT2Z HOLD DOWN AT MIN. (2)2x4 WOOD BASE OF POST BELOW. & (1) ADJ. OPTION B TO PORCH HEADER. r31TYPICAL PORCH BEAM CONNECTION IF TRUSS REACTION EXCEEDS 2300lbs PROVIDE CRIPPLE STUDS DIRECTLY BENEATH TRUSS 2-SIMPSON H2.5T.- II n 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 HLIGHI ANCHORS ARE NOT USED Lou Pontigo and Associates, Inc. 420 Osceola Avenue lax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 WALL SHEATHING STUD WALL FR LSTA12 FOLDED OVER TOP DOUBLE TOP PLATE CONTINUOUS OVER 6" HEADER PLATE w/5 -10d NAILS INTO TOP PLATE & 5-10d NAILS INTO BEAM. SPACE MAX [SHEATHING 0 48" O.C. OMIT IF WALL 8d COMMON WIRE NAILS /� � TO BLOCKING 0 3" O.C. IS INSTALLED (1)MSTA24 STRAPS ON FACE OF BEAM 8 -GUN NAILS FULL HEIGHT ANCHOR OR DTT2Z HOLD DOWN AT MIN. (2)2x4 WOOD BASE OF POST BELOW. & (1) ADJ. OPTION B TO PORCH HEADER. r31TYPICAL PORCH BEAM CONNECTION IF TRUSS REACTION EXCEEDS 2300lbs PROVIDE CRIPPLE STUDS DIRECTLY BENEATH TRUSS 2-SIMPSON H2.5T.- II n 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 HLIGHI ANCHORS ARE NOT USED Lou Pontigo and Associates, Inc. 420 Osceola Avenue lax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 WALL SHEATHING STUD WALL FR LNG UPLIFT CONNECTOR 2x SOLID B SHEATHING CKING DGE .`�� P 0� 8d COMMON WIRE NAILS /� � TO BLOCKING 0 3" O.C. C (1)MSTA24 STRAPS �.`� 5 P:........•.!ic J� . '•, '�� FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.tI) OR BETTER OR 2x4!SPF#2 OR BETTER. ;� ��GENSF \� TO BACKSIDE OF WEB. = NO 331 ROOF TRUSS OR JOIST LIED TO BRACING APP-\ - i FOR P RP TRUSS CON A CTION S E OF CONTINUOUS 2x6 SYP#2 SEE DETAIL ABO '0'0 � LEDGER FASTEN WITH CONTINUOUS LATERAL BRACING, SEE 'c 5-0.131x3" EA. STUD. DELEGATED TRUSS ENGINEER. N A� PARALLEL TRUS 3.)PERMANENT PERMANENT BRACING DETAIL A °I Luis A. Pontigo, PE BRACE IS NEEDED, OVERLAP BRACE FL PE#53311 4 WALL ADJ. TO ROOF CON ECTION AS SHOWN, °I II SO.1 SEE CONSTRUCTION SPECIFICATIONS FOR ROOF AND WALL SHEATHING AND STUD FRAMING. PROVIDE 1x4 SYP#3 OR BETTER T -BRACE REVISIONS DATE HEADER DOWN CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A H2.5T ®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.tI) HEADER TIE DOWN THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN MIA TIPI F RRACFD TRIISSFS AC INnICATFn IN TRI1S4 SPFf.IFIr.ATInNC 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 RAIN 9 PI Y HTT5 or HDU5 EARED OXIED J DTT2Z MIN 2 PLY STUD IN LIEU OF 2 STUDS ITS ACCEPTABLE TO SISTER A 36" LONG STUD FASTEN w/12 - 0.131x3" GUN NAILS SIMPSON DTT2Z W/8- Y4'X1Y2' SDS SCREWS Y2" THREADED ROD EPDXIED 4" MIN OR Y2x6" TITEN HD HEADER UP CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR (1)DIAGONAL BRACE PER B SEE PLAN C (1)CS16 STRAPS (4) TRUSSES APPLIED OR BETTER OR 2x4!SPF#2 OR BETTER. TO BACKSIDE OF WEB. (LION) LIED TO BRACING APP-\ °I 2.)BRACING LUMBER SHALL INTERSECT FRONT SIDE OF WEBS. THE WEB OF THE BRACED TRUSS, PER CONTINUOUS LATERAL BRACING, SEE I°I DELEGATED TRUSS ENGINEER. TRUSS SHOP DRAWING FOR QTY. AND II I I 3.)PERMANENT PERMANENT BRACING LOCATION. IF MORE THAN (1) LATERAL °I WHERE NOTED ON TRUSS MFR. SHOP BRACE IS NEEDED, OVERLAP BRACE DRAWINGS. THE CONTRACTOR SHALL AS SHOWN, °I II PROVIDE 1x4 SYP#3 OR BETTER T -BRACE FASTENED TOI°I BOTTOM CHORD BRACING WEB w/ 12d 0 6"O. C. 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 RAIN 9 PI Y HTT5 or HDU5 EARED OXIED J DTT2Z MIN 2 PLY STUD IN LIEU OF 2 STUDS ITS ACCEPTABLE TO SISTER A 36" LONG STUD FASTEN w/12 - 0.131x3" GUN NAILS SIMPSON DTT2Z W/8- Y4'X1Y2' SDS SCREWS Y2" THREADED ROD EPDXIED 4" MIN OR Y2x6" TITEN HD HEADER UP CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A LS18 ®32" O.C. B SEE PLAN C (1)CS16 STRAPS DFULL HGT THREADED ROD SEE PLAN TOR HTT4 HOLD DOWN AT BASE (U.O.N) SINGLE BRACING NOTES AND SPECIFICATIONS TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXEPT FOR T -BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4!SPF#2 OR BETTER. (LION) °I 2.)BRACING LUMBER SHALL INTERSECT THE WEB OF THE BRACED TRUSS, PER I°I DELEGATED TRUSS ENGINEER. II I I 3.)PERMANENT PERMANENT BRACING °I WHERE NOTED ON TRUSS MFR. SHOP DRAWINGS. THE CONTRACTOR SHALL °I II PROVIDE 1x4 SYP#3 OR BETTER T -BRACE FASTENED TOI°I BOTTOM CHORD BRACING WEB w/ 12d 0 6"O. C. II PERPENDICULAR TO'TRUSS BOTTOM T -BRACE TO BE THE CHORDS AND ATTACHED TO EACH SAME SIZE, SPECIES TRUS WITH 2-8d COMMON NAILS. AT ,°I AND GRADE AS WEB II GABLE END WALLS PROVIDE DIAGONALS TO BE BRACED. I°I AT END WALLS PROVIDE DIAGONALS I (APPROXIMATELY 45%) TO THE °I ADJACENT EXTERIOR PERPENDICULAR II WALL BETWEEN EACH LINE OF BRACING TO FORM A ZIGZAG PATTERN ALL CONSTRUCTED OF THE SAME BRACING `O MATERIAL. THIS REQUIRMENT IS INT NECESSARY AT HIP {{ROOFS. ALSO 1 ALONG EXTERIOR WALLS PARALLE4 TO BOTTOM CHORD BRACING PROVIDE DIAGONALS IN THE END SPACE BETWEEN THE WALL! AND THE FIR LINE OF BOTTOM CHORD BRACING T A MAXIMUM SPACING PF 20 FEET. 1 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 -]t (2)MTS12 (2)MTS12 SIMPSON FULL HEIGHT LTT20B THREADED ROD (2 )H2.5T (2)H2.5T WITHIN 6" OF MINIMUM GIRDER (SEE PLAN) 2 PLY AT 2ND STORY Y2" THREADED ROD STUD STUDS PROVIDE 2 CS18 STRAPS EPDXIED 4" MIN OR AT BASE OF STUDS }'Zx6" TITEN HD (FLOOR TO FLOOR) LTT20B HOLD DOWN ATTACHMENT DETAIL MINIMUM 2 PLY HOLD DOWN SEE PLA STUD ROD = DTT2Z " ROD = H 5 BUILT-UP POST, BUILT-UP POST, SEE PLAN. SEE PLAN. OPTION 1 OPTION 2 FULL HEIGHT TR CONVENTIQNAL i 4 wHEN 16 GIRDER/ BEAM STRAPPING VOTED S0.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN 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 6 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. TYPICAL FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O R PLAN NAME SAN TROPEZ-CLASSIC DESIGN/DRAWN/CHECKED JWA / CMJ/LAP DATE 07.10.18 SCALE AS NOTED LPA No. TOLL -18-00314 CONTROL No. 4493 SHEET S0.] SHEET 2 OF g OVERLAP SIDEWALL TOP PLATE GARAGE HEADER ALWAYS PLAC GOAL POST. FASTEN TO STUD HEADER AT PACK WITH 2 -ROWS OF 16d TOP OF ROUGI RING SHANK NAILS 0 12" O.C. 2)20ga STRAPS OPENING HEADER TO JACK ATTACH GARAGE DOOR THRU (2)2x6 KING STUDS HTT5 W/ UPRIGHT BUCK DIRECTLY INTO STUD (2)2x6 JACK STUDS 5/()j" THREADED ROD SUPPLIER PACK, PER GARAGE DOOR EPDXIED 12" o ' HTT5 w/ rT (2)2x STUD CORNER %" THREADED ROD ❑ EPDXIED 12" 6 6 6 6 6 6 P.T. SOLE PLATE " GARAGE SOLE PLATE 7HTTI w/ FLOOR ANCHOR%THREADED ROD SOLE PLATE ` .. EPDXIED 12" ANCHOR a GARAGE WING WALL SECTION °. THICKENED SLAB EDGE a AT GARAGE OPENING. 4 "+' ` NOTES: 1. ALWAYS PLACE ARAGE HEADER AT TOP OF ROUGH OPENING. GARAGE WING WALL ELEVATION GARAGE HEADER FRAMING JACK STUD kT DOOR ACK STUD T DOOR ELEVATION VIEW ELEVATION VIEW OPTION A OPTION B 5 FRONT ENTRY JAMB FASTENING D. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN STUD TO TOP PLATE: SDWC15600 SCREW. 0 32" O.C. BOT PLATE TO FRAMING BELOW CS180 32" O.C. X -BP A35 A 0 48" RATED ROOF SIMPSON LTT20B I RECESSED IN SLAB w/Y2" THREADED ROD EPDXIED 4' 2x4 X -BRACING I L (2)20ga STRAPS HEADER TO JACK (2)2x6 JACKS AND (1) KING. HTT5 w/ " THREADED ROD EPDXIED 12" OVERLAP SIDEWAIIII.L OVERLAP SIDEWALL TOP PLATE 1 TOP PLATE ALWAYS PLACE ALWAYS PLACE - HEADER ATHEADER AT TOP OF ROUGH TOP OF ROUGH OPENING OPENING 5/9"0 THREADED ROD w/3x3x'/4" PLATE (2)20go STRAPS HEADER TO JACK . . . . , . . . . HTT5 w/ . . . . HTT5 W/ 53j" THREADED ROD 1'/2 5/�" THREADED ROD EPDXIED 12" MAX 0 EPDXIED 12" 0 [EXTEND HEADER TO 2 EXTEND HEADER L FAR SIDE OF WALL FAR SIDE OF WALL 2 2 2 2 6x6 POST AS SHOWN. 2) x6 SPF#2/ AS SHOWN. ❑o o 666 >< 6 6 4'-0"x4'-0" PIECE OF WALL 4'-0"x4'-0" PIECE OF WALL SHEATING INSTALL AT UPPER SHEATING INSTALL AT UPPER HTT5 w/ (2)2x6 CORNER 1" BELOW GARAGE HEADER DETAIL A CORNER 1" BELOW GARAGE HEADER DETAIL A THREADED ROD JACKS ON EXTERIOR STUD (TRIMED AS / ON EXTERIOR STUD (TRIMED AS EPDXIED 12" AND (1) SHOWN) SHOWN) KING. FASTEN SHEATING TO HEADER w/ 8d COMMON Q$ GALV. BOX NAILS FA TEN SHEATING TO HEADER w/ 8d COMMON Q$ GALV. BOX NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING (STUDS, BLOCKING & SILLS) TYP. (STUDS, BLOCKING & SILLS) TYP. DO BLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS n DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS _ %"0 THREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN 6x6 POST WITH ABU66 - .._. STUDS) DRILLED AND EPDXIED w/ 12" EMBEDMENT & 3x3x'/4" WASHER. w/ 5/g" THREADED ROD EPDXIED 12" MIN. GARAGE PORTAL WING WALL THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN BOX COLUMN DETAIL `- 2x4 BLOCKING BETWEEN A35 ANGLE EACH TRUSS OVER 0 48" O.C. SHEARWALL DETA L A SHEARWALL A. 2x4 BLOCKING BETW EN TRUSSES ALONG TOP AND BOT. CHORD, / 4-12d TOE NAILS EA. END (TYP) LATERAL TRUSS X -BRACING OVER SHEARWALL KING STUD TO TOP PLATE: SDWC15600 SCREW. STUD TO TOP PLATE: SDWC15600 SCREW. - 0 32" O.C. BELOW CS180 32" O.C. WALL STRAPPING DETAIL THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN FLOOR TRUSSES OR JOIST. CS18 w/7-10dx1Y2' EACH END 0 48" O.C. STRAP CAN BE INSTAL -LED EITHER FACE OF STUD F_OOR TRUSSES OR JOIST. GARAGE WING WALL FRAMING LESS THAN 12" THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN OPTION A OPTION B STRAPPING OVERLAP SHEATHING WALL STRAPPING OVER BEAM THIS DETAIL ONLY APPLIES WHf N NOTED ON PLAN STUD TO TOP P SDWC15600 S( 0 32" m 8d 03" FLOOR TRUSSES OR JOIST. HLAN OPTION C DROPPED BEAM [7U1 1"LAIt IV IKUJ Y4%3V LAG SCRE' WITH ROUND WASHE AT EACH FLOOR TRUS STUDS TO TOP PLATE WALL SHEATHING CS18 w/7-10dx1J�" EACH END 0 48" O.C. STRAP CAN BE INSTALLED EITHER FACE OF STUD STUD TO BOT PLATE: SDWC15600 SCREW. 0 32" O.C. 0 0 'a L.2si 'a' L2s, STUD TO BOT PLATE: BOT PLATE TO TRUSS TRUSSES PERPENDICULAR TO WALL ABOVE SDWC15600 SCREW. Y4"0) " LAG SCREW 0 32" O.C. WITH ROUND WASHER 24" O.C. TRUSS OR BEAM PARALLEL TO WALL ABOVE WALL STRAPPING DETAIL THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN 2x4 BLOCKING PORCH BEAM SUPPORT POST IF 4x4 IS SPECIFIED ON PLAN, SIDE) USE (2)2x4 SPF#2 SUPPORT. MIN. (2)2x4 PT SYP #2 NOTE 24" MAX. IF 6x6 IS SPECIFIED ON PLAN, PLACE GABLE END TRUSS USE (3)2x4 SPF#2 SUPPORT. RATED WALL SHEATHING w/ 12" MIN. TO THE INT. FACE OF 8d 0 6" O.C. EDGE & FIELD. `ROOF BALLOON FRAMED WALL ATTACSUPPOH TPOST ORCH BEAM TOS20. SHEATHING FL PE#53311 I FRAMING PLAN Q$� A AND BOTTOM CHORDS TO SCHEDULE. ATTACH SUPPORT POST TO SOLE PLATE BALLOON FRAMED WALL 5-12d TOE FOUNDATION WITH HTT4 ANCHOR 2x4 BLOCKING AT NAILS EACH FIELD ALTERATION w/ 5/8 "OxC' EMBED EPDXY ROD, U.01,N. SYP#2 PT SOLE PLATE PONTIGO 8 ASSOCIATES PRIOR TO TRUSS MAKING ANY STRUCTURAL FIELD BOX COLUMN MAY BE USED IN LIEU OF 4x4 OR 6x6. CONSTRUCTION DOCUMENTS. ANY INTERIOR TRUSS. WATER PROOFING AT BEING APPROVED BY LOU PONTIGO 8 LOWER PORTION OF ASSOCIATES MAY RESULT IN BOX COLUMN BY BUILDER INSPECTION FEES. IF PT MATERIAL IS NOT USED. BOX COLUMN DETAIL `- 2x4 BLOCKING BETWEEN A35 ANGLE EACH TRUSS OVER 0 48" O.C. SHEARWALL DETA L A SHEARWALL A. 2x4 BLOCKING BETW EN TRUSSES ALONG TOP AND BOT. CHORD, / 4-12d TOE NAILS EA. END (TYP) LATERAL TRUSS X -BRACING OVER SHEARWALL KING STUD TO TOP PLATE: SDWC15600 SCREW. STUD TO TOP PLATE: SDWC15600 SCREW. - 0 32" O.C. BELOW CS180 32" O.C. WALL STRAPPING DETAIL THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN FLOOR TRUSSES OR JOIST. CS18 w/7-10dx1Y2' EACH END 0 48" O.C. STRAP CAN BE INSTAL -LED EITHER FACE OF STUD F_OOR TRUSSES OR JOIST. GARAGE WING WALL FRAMING LESS THAN 12" THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN OPTION A OPTION B STRAPPING OVERLAP SHEATHING WALL STRAPPING OVER BEAM THIS DETAIL ONLY APPLIES WHf N NOTED ON PLAN STUD TO TOP P SDWC15600 S( 0 32" m 8d 03" FLOOR TRUSSES OR JOIST. HLAN OPTION C DROPPED BEAM [7U1 1"LAIt IV IKUJ Y4%3V LAG SCRE' WITH ROUND WASHE AT EACH FLOOR TRUS STUDS TO TOP PLATE WALL SHEATHING CS18 w/7-10dx1J�" EACH END 0 48" O.C. STRAP CAN BE INSTALLED EITHER FACE OF STUD STUD TO BOT PLATE: SDWC15600 SCREW. 0 32" O.C. 0 0 'a L.2si 'a' L2s, STUD TO BOT PLATE: BOT PLATE TO TRUSS TRUSSES PERPENDICULAR TO WALL ABOVE SDWC15600 SCREW. Y4"0) " LAG SCREW 0 32" O.C. WITH ROUND WASHER 24" O.C. TRUSS OR BEAM PARALLEL TO WALL ABOVE WALL STRAPPING DETAIL THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN 2x4 BLOCKING 4-0.131x3" TOE NAILS (2 EA. SIDE) H3 ® EA. 2x4 OUTLOOKER NOTE OUTLOOKER AT 24" O.C. PLACE GABLE END TRUSS N S E OF TO THE INT. FACE OF N `ROOF BALLOON FRAMED WALL STUD SPACING, SEE SHEATHING FL PE#53311 AND FASTEN TRUSS TOP FRAMING PLAN Q$� A AND BOTTOM CHORDS TO SCHEDULE. BALLOON FRAMED WALL 5-12d TOE STUDS w/ 2-D.131X3" 2x4 BLOCKING AT NAILS EACH FIELD ALTERATION NAILS AT EA. STUD. 48" O.C. BETWEEN PONTIGO 8 ASSOCIATES PRIOR TO TRUSS MAKING ANY STRUCTURAL FIELD GABLE AND FIRST FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY INTERIOR TRUSS. FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN FASTEN GABLE END INSPECTION FEES. TRIICC w/ FI III I -IT 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 PRE-ENGINEERED �0. DOWN TO REQUIRED DEPTH WOOD ROOF TRUSSES. 12d COMMON � WIRE NAILS ® 4" O.C. STAGGERED UPLIFT CONNECTOR DOUBLE TOP PLATE RAFTER TAIL DETIAL PRE-ENGINEERED WOOD ROOF TRUSSES. SDWC15600 ® 32" O.C. FRAME UPPER LEVEL CONT. I FROM 1ST LEVEL TOP PLATE J/ TO 2ND LEVEL TOP PLATE. DO NOT FRAME KNEEWALL 0 FLOOR SYSTEM ELEVATION. SECTION SCALE: 3/4" = 1'-0" 2x6 LEDGER. FASTEN w/5 -10d 0 EACH END. I 5-10d. I I CS18 0 32" O.C. 1'-4" 2x4 NON -LOAD BEARING PONY WALL. FASTEN TOP & BOTTOM w/SDWC15600 0 32" O.C. 5-1ROOF SHEATHING. PRE-ENGINEERED WOOD ROOF TRUSSES. 2x4 BLOCKING 0 24" O.C. FASTEN EA END 0d.kw/ (3)10d TOE -NAILS. DIAGONAL BRACE 0 24" O.C. n55c��In�es, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 I'h.242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 P Nr,�-., ,��� ...... GENSF=, No. 5 11 N S E OF N Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. MISC FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION 15 UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE EO.R. PLAN NAME SAN TROPEZ-CLASSIC DESIGN/DRAWN/CHECKED JWA / CMJ/LAP DArE 07.10.18 SCALE AS NOTED LPA No. TOLL -18-00314 CONI ROL No. 4493 �I n:Lr S0.2 SHEET 3 OF g O O O QO Ln HM i A i 24'-0" 1 S1.01 MONO FOOTING TO STEMWALL w/ (2)#5x30" DOWELS EPDXIED 6" MIN. (TYP.) 6 I S1.01 o I I I I 55'-0" 2'-11)/2'10': 10'-11" 10"2'-11)2" 7 5_ 4„ \� S1.01 6 1 1 S1.01 I IF I 6 �t 7B 1 S1.01 r,. S 1.0 C0 I G I I I 4'-8" 3'-6" 4' 10" 5'-1" 4 S 1.01 -- -- - - - F3. - I I I STAIRS 13Y BUILD R SAWCUT SAWCUT �I �I QI cn � I 3 I I S1.01 SAWCUT cn I Q 3 I S1.01 I 1013 I S1.01 IL 17,-11)2„ (D 1'-0" 2' - 0„ L 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 3'-6" 3'-6" 1'-0" 4-#5 EA. WAY BOT. F4.0 4'-0" 4'-0" 1'-0" 4-#5 EA. WAY BOT. F4.5 4'-6" 4'-6" 1 1'-0" 4-#5 EA. WAY BOT. 1. THIS FOUNDATION PLAN 9NLY 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. 16'-0" 20'-0" 3'-0" 12'-6" 6'-6" 3'- 0" STAIRS BY S1.01 BUILDER - - \ O S1.01 I PAVERS BY OTHERS 8 II S1.01 8 .I S1.01 ISOLATED FOOTING SEE DETAIL 11/S1.01 (TYP.) F3.0 SLIDING GLASS DOOR 1-3» FRAMES MUST BE RECESSED SEE ARCHITECTURAL PLANS FOR LOCATON OF SLIDING GLASS DOORS. 0 rO PROVIDE SAW CUTS PER I 5/S1.01, BUILDER TO --- COORDINATE WITH FINISH FLOOR MATERIAL. 4" CONCRETE SLAB w/ FIBERMESH © 1.5 LBS/CU.YD. OF CONCRETE OR 6x6 W1 4xW1 4 1 S1.01 I I WWF ON EMIL VAPOR BARRIER 13'-0" IN PREPARED GRADE. 6 I I O O _._......_ I S1 - 01 Ln I O -70 ISOLATED FOOTING I 6 SEE DETAIL S1.01 --- 11/S1.01 (TYP.) I I F2.0 © I �- I ---- SLAB ELEV. F2.0 4 8,-7" I VS101 I I � I 3 I I I FOUNDATION PLAN SCALE: 1/4" = 1'-0" Ln 5 Y MbULS LF-UENU SAW UT S A OF °° � o sSiONA� DESIGNATES SAWCUT LINE - - - DESIGNATES SLAB RECESS PROVIDE 2 -#4x4' -O' 820 CORNER CRACK BARS Q I S1.01 AT SLAB MID -DEPTH. 3 cn I 10B - FIELD ALTERATION S1.01 I I S1.01 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 F3 PAVERS I S1.01 INSPECTION FEES. BY OTHERS - -I I SAWCUT- 8)2„ 0 11-5)/2)$ - - - - - - - - - - - I/9\ S1.01 I I I Q 1 g g 10,-2„ (n S1.01 S1.01 ---- ---_ -- 2'-0111-10 4-41-10 STAIRS 4'-8 BY O' BUILDER 14'-6" g,-6„ 25'-6„ 55'-0" FOUNDATION PLAN SCALE: 1/4" = 1'-0" Ln 5 Y MbULS LF-UENU - - - - - DESIGNATES FOOTING LINE S A OF °° � o sSiONA� DESIGNATES SAWCUT LINE ® INTERIOR LOAD BEARING WALL DESIGNATES SLAB RECESS n J J V L I d l C J, I H C. 420 Osceola Avenue Jax. Beach, Florida 32250 I'h.242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 111111, v �GENs No. 53311 1� * 0 N S A OF °° � o sSiONA� Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. =z U� Lr) m D J W U z OZr)001 LLJa CDJU') LLJ J Q � z O U FOUNDATION PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION'S UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME SAN TROPEZ-CLASSI C DESIGN/DRAWN/CHECKED JWA / CMJ/LAP DATE 07.10.18 SCALE AS NOTED LI'A No. TOLL -18-00314 CONTROL No. 4493 SIIEET S1.0 SHEET 4 OF g 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 #4 DO 1 TO 6 #4 VERT. 9 48"O.C. 7 TO 10 #4 VERT. @ 24"O.C. 11 TO 12 #4 VERT. @ 8"0. C. STEMWALLS OVER 6 COURSES TO HAVE TRUSS TYPE HORIZ. JOINT REINF. BETWEEN EVERY OTHER COURSE. FILL CELLS SOLID. TYPICAL WALL FR MING AND ANCHORAGE PER CONSTRUCTI N SPECS. (1)#5 CONTINUOUS, PROVIDE CORNER BARS (T PICAL) r--12" HOOK INTO SLAB. MONO SLAB OOTING AT PORCHES, WHEN SPE CIFIED ON PLAN. SLAB ON GRADE, a 4 SEE PLAN. e 1 STEMWALL FOOTING S1.01 SCALE: 3/4" = 1'-0" TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PROVIDE _ CORNER BARS (TYPICAL) 12" HOOK INTO SLAB.--\ SLAB ON GRADE, SEE PLAN. 8" CMU STEM WALL W/ #4 VERTICAL DOWELS @ 24" O.C. 90° BEND INTO FTG. CONTINUOUS CONCRETE FOOTING a ° o A O • �b. A • 3" CLEAR n, Q 10"x20" w U SLAB ON GRADE - SEE PLAN FOOTING 1" DEEP SAWCUT w/ ELASTOMERIC SEALANT TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. 1-#5 CONT., PROVIDE CORNER BARS (TYP.) SEE 7B/S1.01 SLAB ON ---- GRADE, \` ff SEE PLAN. SHOWER PAN SLOPES TO DRAIN, SEE ARCH PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. STEMWALL, SEE 1 /S1.01 / SHOWER RECESS SLAB ON GRADE, WALL FRAMING SEE PLAN NOTES: 1) PROVIDE SAWCUTS TO CREATE APPROXIMATE 12' X 12' MAX. SO. 2) SAWCUT CONC. SLAP WITHIN 4 TO 12 HOURS OF CONC.1 PLACEMENT. SAW CUT DETAIL TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. 8" CMU OPEN BOTTOM LINTEL BLOCK w/ 1-#5 CONTINUOUS SOLE PLATE ANCHOR, SEE 3/SO.0 CMU STEM WALL W/ #4 DO EL TO MATCH VERT. a #4 VERTICAL DOWELS CQ? 24" O.C. SEE PLAN f - STEMWALL REINFORCING (SEE SCHED LE) w/ 6" HOOK INTO i\ 4 a ° 4 CONTINUOUS CONCRETE FOOTING. LAP VERT REINFORCING FOOTING 4 Q -47 3" CLEAR 25" IF STEMWALL IS GREATER w U 10"x20" THAN 3) COURSES. w/ 2—#5 CONT. GARAGE CONT. CONCRETE FOOTING 8"d x 16"w 1 -STORY, w/ 2)#5 CONT. 10"d x 20"w 12 -STORY, w/ 3)#4 OR (2)#5 CONT. 1 STEMWALL FOOTING S1.01 SCALE: 3/4" = 1'-0" TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PROVIDE _ CORNER BARS (TYPICAL) 12" HOOK INTO SLAB.--\ SLAB ON GRADE, SEE PLAN. 8" CMU STEM WALL W/ #4 VERTICAL DOWELS @ 24" O.C. 90° BEND INTO FTG. CONTINUOUS CONCRETE FOOTING a ° o A O • �b. A • 3" CLEAR n, Q 10"x20" w U SLAB ON GRADE - SEE PLAN FOOTING 1" DEEP SAWCUT w/ ELASTOMERIC SEALANT TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. 1-#5 CONT., PROVIDE CORNER BARS (TYP.) SEE 7B/S1.01 SLAB ON ---- GRADE, \` ff SEE PLAN. SHOWER PAN SLOPES TO DRAIN, SEE ARCH PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. STEMWALL, SEE 1 /S1.01 / SHOWER RECESS SLAB ON GRADE, WALL FRAMING SEE PLAN NOTES: 1) PROVIDE SAWCUTS TO CREATE APPROXIMATE 12' X 12' MAX. SO. 2) SAWCUT CONC. SLAP WITHIN 4 TO 12 HOURS OF CONC.1 PLACEMENT. SAW CUT DETAIL TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. 8" CMU OPEN BOTTOM LINTEL BLOCK w/ 1-#5 CONTINUOUS SOLE PLATE ANCHOR, SEE 3/SO.0 SLAB ON - ___,_- --__� GRADE, SEE PLAN. 4 4 4 f ao OPTIONAL 8"x16" 2" FLAIR 1 -STORY, w/(2)#5 CONT. 8"x20" 2 -STORY, w/(2)#5 CONT. BEARING AT INTERIOR 01/ (IF REQUIRED) rIvv r�Iv� nvr�rrv� r�r� MATCH DOOR 3/4" RECESS CONSTRUCTION SPECS. PAVER BY WITH, SEE ARCH. BOND BEAM /1-#5 OTHERS 1 SLAB ON °q. GRADE, SEE PLAN. SLAB ON x = :/���� PAVING BY f GRACE, < _ .8" MASONRY BUILDER SEEPLAN. STEM WALL w/ b E. J. 12 x12 DETAIL 108 1#5 CONT. 4 4 -f\ z Q Go4 � 1 �� GRADE OR CONC. C114� , 1- #4 © 48 0. C. MATERIAL SLAB, SEE PLAN. O O \� o f / '`�� SLAB ON N 4 ALT. FOOTING AT _ _ \�'�/ ,�\ . � a �� GRADE, SEE PLAN. BUILDERS ISCRETION. f #3 © 48" O.C. OR ° ° Q / ROD CHAIRS (TYP.) THICKENED EDGE 8"x8" DETAIL 10A �� �\ w/ 1-#5 CONT. 12" w/(2)#5 CONT. 12 THICK x 20" WIDE w/ (2)#5 CONT. 8 MONOLITHIC EDGE FOOTING 9 PORCIH STEM WALL 1 o THICKENED SLAB S1.0ij I kql (11 4 STEP, SEE ARCH. - (4" MAX.) EQUAL TO SLAB THICKNESS. 7B @ SLAB RECESS WALL FRAMING BRICK VENEER IS ACCEPTABLE WITHOUT INCREASE OF FOOTING SIZE. STEP, SEE ARCH. PLAN SLAB ON GRADE, _ _ \ / /\ SEE PLAN. � �� ,�- • a 3 8"x16" 1 -STORY, w/(2)#5 CONT. 8"x20" 2 -STORY, w/(2)#5 CONT. MONO. FOOTING AT STEP-DOWN Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 .•��CENs� • . O No. 5 11 E OF ENS'\ Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. = Z u� W O w Cz m J Lu u z OZa rr/ Q w m J :D F -- J Q � o � ZLLJ Op 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 SAN TROPEZ—CLASSIC DESIGN/DRAWN/CHECKED JWA CMJ/LAP DATE 07.10.18 SCALL AS NOTED LPA No. TOLL -18-00314 CONTROL No. 4493 �I I1. FT S1.01 SHEET 5 OF 9 FIRM a N N 0 N CMU STEM WALL W/ SLAB ON GRADE -L a #4 VERTICAL DOWELS CQ? 24" O.C. SEE PLAN f - /� / ��� 90° BEND INTO FTG. 4 4 4 1 ° 4 CONTINUOUS CONCRETE f� FOOTING Q -47 3" CLEAR w U 10"x20" w/ 2—#5 CONT. GARAGE STEM WALL SLAB ON - ___,_- --__� GRADE, SEE PLAN. 4 4 4 f ao OPTIONAL 8"x16" 2" FLAIR 1 -STORY, w/(2)#5 CONT. 8"x20" 2 -STORY, w/(2)#5 CONT. BEARING AT INTERIOR 01/ (IF REQUIRED) rIvv r�Iv� nvr�rrv� r�r� MATCH DOOR 3/4" RECESS CONSTRUCTION SPECS. PAVER BY WITH, SEE ARCH. BOND BEAM /1-#5 OTHERS 1 SLAB ON °q. GRADE, SEE PLAN. SLAB ON x = :/���� PAVING BY f GRACE, < _ .8" MASONRY BUILDER SEEPLAN. STEM WALL w/ b E. J. 12 x12 DETAIL 108 1#5 CONT. 4 4 -f\ z Q Go4 � 1 �� GRADE OR CONC. C114� , 1- #4 © 48 0. C. MATERIAL SLAB, SEE PLAN. O O \� o f / '`�� SLAB ON N 4 ALT. FOOTING AT _ _ \�'�/ ,�\ . � a �� GRADE, SEE PLAN. BUILDERS ISCRETION. f #3 © 48" O.C. OR ° ° Q / ROD CHAIRS (TYP.) THICKENED EDGE 8"x8" DETAIL 10A �� �\ w/ 1-#5 CONT. 12" w/(2)#5 CONT. 12 THICK x 20" WIDE w/ (2)#5 CONT. 8 MONOLITHIC EDGE FOOTING 9 PORCIH STEM WALL 1 o THICKENED SLAB S1.0ij I kql (11 4 STEP, SEE ARCH. - (4" MAX.) EQUAL TO SLAB THICKNESS. 7B @ SLAB RECESS WALL FRAMING BRICK VENEER IS ACCEPTABLE WITHOUT INCREASE OF FOOTING SIZE. STEP, SEE ARCH. PLAN SLAB ON GRADE, _ _ \ / /\ SEE PLAN. � �� ,�- • a 3 8"x16" 1 -STORY, w/(2)#5 CONT. 8"x20" 2 -STORY, w/(2)#5 CONT. MONO. FOOTING AT STEP-DOWN Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 .•��CENs� • . O No. 5 11 E OF ENS'\ Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. = Z u� W O w Cz m J Lu u z OZa rr/ Q w m J :D F -- J Q � o � ZLLJ Op 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 SAN TROPEZ—CLASSIC DESIGN/DRAWN/CHECKED JWA CMJ/LAP DATE 07.10.18 SCALL AS NOTED LPA No. TOLL -18-00314 CONTROL No. 4493 �I I1. FT S1.01 SHEET 5 OF 9 FIRM a N N 0 N SEE DETAIL 1 /S0.2. TRELLUS BY BUILDER SEE DETAIL 1 /SO.2 SIM. 6x6 POST SEE 3/S0. 6x6 P.T. SYP#2 POST w/ABU66. SEE DETAIL 2/S0.1. (TYPICAL) FIRST FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" (?)?"r,�-1 /7 SHEARWALL NOTE: SW: 3 SW: 3/6 DESIGNATES SHEARWALL NAILING - 8d © 3" EDGE AND 6" "FIELD" SOLE PLATE ANCHORS - SEE SCHEDULE ON ON DETAIL 3/SO.0 SOLE PLATE ANCHOR SPACING SCHD ALL EXTERIOR WALL 42" O.C. UNLESS OTHER NOTED LINE DESIGNATES SIDE OF WALL THE SHEARWALLS 24" O.C. (SW 8d@3"/6") 8d @ b1 DESIGNATES 8d COMMONS @ SOLE PLT 0 M WHEN NOTED ON PLAN SEE NOTE 2 1. INSTALL SOLE PLATE ANCHORS PER DETAIL ,,/SO.0 2. ANCHOR SPACING SHALL BE AS NOTED. FOR IXAMPLE - SOLE PLT @ 36" = 36" ON -CENTER SPACING 13 (2)2x6 SPF#2 POST. FASTEN TOP OF WALL PER DETAIL 13/SO.2. C STRAP HEADER H PER 7/S0.1 (2)ROWS OF 16d @ 9" O.C. (2)2x8 PLATES BEAM SEE PLAN 2 -ROWS OF SIMPSON 15600 SDWC SCREWS @ 12" O.C. STAGGERED. HEADER SECTION {Y DOUBLE TOP PLATE. CRIPPLE STUDS © 16" O.C. 3-10d TOENAILS (2)2X8 MINIMUM PLANK ORIENTED HEADER OVER SLIDING GLASS DOOR, FASTEN TO JACKS EACH EACH END W/(1)A35 J T IVIIZ)ULJ LC11,3CINI1L) DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW: 3 6 SHEARWALL SHEATHING TO BE APPLIED. 0 8d @ b1 DESIGNATES 8d COMMONS @ 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (22x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. ---- BEAM OR TRUSS, SEE PLAN ANCHOR LEGEND XV' A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 X5 A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 %" A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR ® TOP PLATE, SEE DETAIL 12/SO.1 %" A307 DIAMETER THREADED (95 ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 - SIMPSON HTT5 SEE DETAIL 15/SO.1 • SIMPSON DTT2Z SEE DETAIL 15/SO.1 SIMPSON LTT20B SEE DETAIL 15/SO.1 WALL STUD SCHEDULE LOCATION PLATE STUD SIZE HEIGHT & SPACING EXTERIOR 9'-1" 2x4 SPF#2 ® 16" O.C. MAX EXTERIOR 10'-1 2x6 SPF#2 ® 16" O.C. or MAX 2x4 SPF#2 0 12" O.C. EXTERIOR 10'-1 TO 14'-0" 2x6 SPF#2 ®16" O.C. INTERIOR 1 MAX 2x4 SPF#2 ® 16" O.C. INTERIOR 12'-O" 2x6 SPF#2 @ 16" O.C. Qr MAX 2x4 SPF#2 @ 12" O.C. STUD NOTES, 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS @ 16" O.C. MINIMUM. SEE 3/SO.0 FOR ADDITIONAL ANCHORS AT SHEARWALLS COMBINED USE PANEL NOTES 1. EXTERIOR WALL SHEATHING SHALL BE CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING SPLICE LOCATIONS FOR MULTI STORY CONDITIONS 2. SEE SHEET SO.0 FOR WALL SHEATHING SPECIFICATIONS. 3. UPPER MOST TOP PLATE SUPPORTING ROOF MEMBERS SHALL BE STRAPPED AS SHOWN IN DETAIL 1/SO.0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.0 GENERAL NOTES 1. SEE DETAIL 2/SO.0 FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 6/SO.0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.0 5. AT SHEARWALLS, PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 5/SO.1 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING AND HOLD DOWNS CS18 STRAPPING DETAIL CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/9 -10d. 0 WALL FRAMING w I Z O � NO NAILS REQUIRED FLOOR IN CLEAR SPAN TRUSSES OR JOIST. Z WALL FRAMING Z ow J CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. LUU FUII[INU dnu Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 r P: PO/V �- ;v •��CENS�• p' N 3 0 S E OF NOR Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. T Z U (3 Lf) LLJ Lr) Cz �W D W J U w OZa CZ Q w 07J:D J Q � OW g) m F- 00 U FIRST FLOOR FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. F NAME EZ -CLASSIC WN/CHECKED MJ /LAP DATE 07.10.18 SCALE AS NOTED LPA No. TOLL -18-00314 CONTROL No. 4493 SIIEET S1.1 SHEET 6 OF 9 H TS16 LL. 8 S0.2 SHEATH CONT THRU LOW ROOF TO BEAM 8 (3)HTS�I6 BELOW S0.2 LU T21 \�_HTS`I 6 T22 T24 2)HTS1 SDWC15600 @ EACH OSB BLOCKING PER DETAIL 5E/S0.1 T12 SHEATH CONT THRU LOW ROOF TO 2ND LEVEL BOTTOM PLATE 0 F TR PORCH CEILING SHEATHING AT BOTTOM CHORD OF TRUSS SEE 2/S0.1. i THD46 Product Qty { I I THD46 i i USP ■ THD46 I r �'� I THD46 /w Cf) -' Q —�-a U _j Q • Luis A. Pontigo, PE I THD46 '� � I THD46 T1 _..._...._. - > ��1 > SDWC15600 @ EACH OSB BLOCKING PER DETAIL 5E/S0.1 T12 SHEATH CONT THRU LOW ROOF TO 2ND LEVEL BOTTOM PLATE 0 F TR PORCH CEILING SHEATHING AT BOTTOM CHORD OF TRUSS SEE 2/S0.1. i THD46 Product Qty { I I THD46 (3)HTS16 USP a THD46 a THDH28-2 I THD46 /w Cf) -' Q —�-a U _j Q THD46 Luis A. Pontigo, PE I THD46 '� � I THD46 2 U QCf) w� O ~ a� � LO n O U J 3 Lr_ 0 N ��� YYYY♦ ♦ I ,� 8 SO.2 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 Products PlotlD Length Product Plies Net Qty F1301 19-03-00 1-3/4" x 16" VERSA -LAM@ 2.0 3100 SP 3 3 F1302 14-11-08 1-3/4" x 16" VERSA-LAMO 2.0 3100 SP 2 2 FLOOR AND ROOF TRUSS PLACEMENT PLAN SCALE: 1/4" = 1'-0" 8 SO.2 2\ PORCH CEILING SHEATHING -AT BOTTOM CHORD OF So.1 TRUSS SEE 2/S0.1. SIM. Floor Truss Connector List Manuf Product Qty �*—F— F- L,J J Z F05 z Q Q THD26 (3)HTS16 USP THD46 20 a THDH28-2 HTS16 (3)HTS160 /w Cf) -' Q —�-a U _j Q SS/ONA\-F� , Luis A. Pontigo, PE o '� � _..................... T1 _..._...._. - > ��1 > /0ofT1 ? f ��°-ww F06 o _.. > /u O T1 TS 16 HTS15 C14 j I (3)HTS16 C4 U T1 F03 ' EJ2 THD46 O I 00 rl_ J2 F03 THD46 i SHEATH CONT THRU L L LL LL F03 THD46 I LOW ROOF TO BEAM BELOW - F04 o EJ2 THD46 J2 W (0 F04 THD46 w��z00 'i ___....E J2 0 0 0 0 H F F H F04 THD46 N Z O Q J J2 F04 THD46 <C)O00LL_ F04 T CH28-2 J2 THD46 i VHH II6-\ -HD26 F04 I, 8 SO.2 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 Products PlotlD Length Product Plies Net Qty F1301 19-03-00 1-3/4" x 16" VERSA -LAM@ 2.0 3100 SP 3 3 F1302 14-11-08 1-3/4" x 16" VERSA-LAMO 2.0 3100 SP 2 2 FLOOR AND ROOF TRUSS PLACEMENT PLAN SCALE: 1/4" = 1'-0" 8 SO.2 2\ PORCH CEILING SHEATHING -AT BOTTOM CHORD OF So.1 TRUSS SEE 2/S0.1. SIM. Floor Truss Connector List Manuf Product Qty �*—F— F- L,J J Z F05 z Q Q THD26 (3)HTS16 USP THD46 20 USP THDH28-2 1 (3)HTS160 �O'<' COR\�,-•�\��: -' Q —�-a U _j Q SS/ONA\-F� , Luis A. Pontigo, PE FL PE#53311 _..................... .. _..._...._. - > ��1 I ? f ��°-ww F06 _.. O `wOOYw F— 0) �w JwwFG01 LL �> ' H � J > Q wL L L LL LL --.. (A F07 J ~ F07 W (0 w��z00 _ 0 0 0 0 H F F H N Z O Q J <C)O00LL_ T CH28-2 -HD26 > l HD26 04 ..... ----......... _ 2 x 6 BLOCKING BETWEEN TRUSS - 12 > HDzs w/ (4)10d _.... __.......__ S0.2 03 \ / TOENAILS ,- ` 1 / __HD26 02 rn co 0o 00 01 /\ Imo— F111110111 \—� , /\< I 1 HD 6 (3)HTS16 — I 8 SO.2 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 Products PlotlD Length Product Plies Net Qty F1301 19-03-00 1-3/4" x 16" VERSA -LAM@ 2.0 3100 SP 3 3 F1302 14-11-08 1-3/4" x 16" VERSA-LAMO 2.0 3100 SP 2 2 FLOOR AND ROOF TRUSS PLACEMENT PLAN SCALE: 1/4" = 1'-0" 8 SO.2 2\ PORCH CEILING SHEATHING -AT BOTTOM CHORD OF So.1 TRUSS SEE 2/S0.1. SIM. Floor Truss Connector List Manuf Product Qty USP THD26 9 USP THD46 20 USP THDH28-2 1 TS16 O 8 SO.2 LATERAL X -BRACING PER 13/SO.2 B Roof Truss Connector List Manuf Product Qty USP JUS24 20 USP THD26 16 USP THDH26-2 1 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.Q, 4. WHEN USING (2)H2.5T CLIPS ON 1'/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. TRUSS FASTENING DETAILS 00 TRUSS TIE DOWN WITH SIMPSON SDWC I Rafter to Top Plate shown Truss to Top Plate similar Optimal 22)� 10 0' 30' I STUD DIRECTLY BELOW TRUSS }�"Max SDWC15600 TOP PLATE TO STUD SDWC15600 Note: 1. Sloped—roof rafters may be sloped up to and including a 12:12 pitch and must be "birdsmouth" cut. 2. Reference detail 4 for installation instructions. SIMPSON SDWC INSTALLATION RANGE STUD NOT DIRECTL I I I L I A I BELOW TRUSS L�J �P� SDWC15600 Note: Reference detail 2a for installation angle limit SDWC INSTALLATION Rafter to Top Plate shown (Truss to Top Plate similar) STUD NOT DIRECTL 1� "� BELOW TRUSS ® Do not install SDWC in hatched area ir SDWC15600 Overhang 1 1/2" MIN 2" MAX SDWC INSTALLATION RANGE 14"" minimum edge distance for full values (with or without a plate splice) X" 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 BELOW TRUSS 1 n C. 420 Osceola Avenue Jax. Beach, Florida 32250 1'h.242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 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. FLOOR AND ROOF TRUSS PLACEMENT PLAN DO NOT SCALE DIMENSIONS FRJIS THESE DRAWINGS. IF A DIMENSIUNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS CONTACT THE EO.R. PLAN NAME SAN TROPEZ—CLASSIC DESIGN/DRAWN/CIILCKED JWA / CMJ LAP DATE 07.10.18 SCALE AS NOTED LPA No. TOLL -18-00314 CONTROL No. 4493 SHEET S1.2 SHEET 7 OF 9 /'/ P o T% �'' G -, .J�5Ps ENF..O' o No E OF �O'<' COR\�,-•�\��: SS/ONA\-F� , Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. FLOOR AND ROOF TRUSS PLACEMENT PLAN DO NOT SCALE DIMENSIONS FRJIS THESE DRAWINGS. IF A DIMENSIUNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS CONTACT THE EO.R. PLAN NAME SAN TROPEZ—CLASSIC DESIGN/DRAWN/CIILCKED JWA / CMJ LAP DATE 07.10.18 SCALE AS NOTED LPA No. TOLL -18-00314 CONTROL No. 4493 SHEET S1.2 SHEET 7 OF 9 SHEATH CONT THRU LOW ROOF TO BEAM BELOW FRAME WALL w/ 2x6 © 12" O.C. AND ALIGN A STUD w EA TRUSS BELOW. TOP PLATE TO STUDS w/ SD C15600. STUD TO TRUSS BELOW w/ CS18 CS18 Al Q W cn 1/2 CS18 X N N I X N N CS18 I TRUSS T34 ABOVE N STRAP HEADER CS PER 7/S0.1 TO LJIL- S 0.1 t�"' !f ----------------- -------- STRAP WALL TO BELOW PER DETAIL 11 /S0. . S W: 3/6 SHEATH CONT THRU LOW ROOF TO 2ND LEVEL BOTTOM PLATE SECOND FLOOR F SCALE: 1/4" = 1'-0" m SW: 3/6 STRAP WALL TO BELOW PER DETAIL 10/SO.2. 00 00 00 00 00 00 m co co ((2)2x8-1/2) 0 C (2)M-1/2) I 4 I S0.1 I I SHEATH CONT THRU LOW ROOF TO BEAM BELOW I I I 4 S0.1 I I Ed v I N I o o f 6 S P T I _J -J m R A....._.. TO 0 w I _1 Q Q / XI Q I- )CS18 I o Q V) I ft�V) t+ - I-_ � _...� _...� I I U7 I O CS18 Com? BOTTOM OF STUD I ED WHERE NOTED. SEE DETAIL 1 AT BOT1t�M RIGHT OF PAGE. I I - I I I 3.5"x7" PSL _-=AP_........_TS�__ BE (2)2x6 SPF#2 POST. STRAP TO I BELOW w/ CS18cn o 0 � 00 c) N OL'i @ Q Ln CD Cn } M e- 0) l I- o _..._._._....._ . ,:.. OPEN TO m o O I`__ CIO ABOVE o o Q J - Ln A Q Cn J Q _j O �__.. 0 3 0 < w O_ 0 z Ov) O Q X . : Q 3 z Cn S O U O 00 CO w _ m _ = 0 s ) x6-1/3 v L`- x - ... .__-........�.: -- 00 (2)2x8-1/2 00 _ w N Cn U U 00 00 STRAP WALL TO PROVIDE MIN. BELOW PER DETAIL 11/S0.2. (2)INTERMEDIATE JACK STUDS. FASTEN TOP AND BOTTOM w/ SDWC15600 MING PLAN �) Y M13UL5 LtvtNU DESIGNATES SHEARWALL. THE HIDDEN SW 3&4 LINE DESIGNATES SIDE OF WALL THE SHEARWALL SHEATHING TO BE APPLIED. 8d @ j DESIGNATES 8d COMMONS 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (22x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. ---- BEAM OR TRUSS, SEE PLAN ANCHOR LEGEND X V A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 X5 A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 %" A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR ® TOP PLATE, SEE DETAIL 12/SO.1 RADIAMETER THREADED ROD TERMINATES TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 - SIMPSON HTT5 SEE DETAIL 15/SO.1 • SIMPSON DTT2Z SEE DETAIL 15/S0.1 SIMPSON LTT20B SEE DETAIL 15/SO.1 WALL STUD SCHEDULE LOCATION PLATE STUD SIZE HEIGHT & SPACING EXTERIOR 9'-1" 2x4 SPF#2 ® 16" O.C. MAX EXTERIOR 10'-1 2x6 SPF#2 ® 16" O.C. Q MAX 2x4 SPF#2 ®12" O.C. EXTERIOR 10'-1 TO 14'-0" 2x6 SPF#2 ® 16" O.C. INTERIOR 10 MAX 2x4 SPF#2 ® 16" O.C. INTERIOR 12'-0" 2x6 SPF#2 ® 16" O.C. _gr MAX 2x4 SPF#2 ® 12" O.C. STUD NOTES: 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT SHEARWALLS COMBINED USE PANEL NOTES 1. EXTERIOR WALL SHEATHING SHALL BE CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST TOP PLATE. SEE DETAIL 1/S0.1 FOR SHEATHING SPLICE LOCATIONS FOR MULTI STORY CONDITIONS 2. SEE SHEET SO.0 FOR WALL SHEATHING SPECIFICATIONS. 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/S0.1 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING AND HOLD DOWNS CS18 STRAPPING DETAIL CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. 0 U WALL FRAMING f w }z O I I >\ NAILS REQUIRED FLOOR \ IN IN CLEAR SPAN TRUSSES - OR JOIST. WALL FRAMING lz I O J CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 p,. P o tv)""%, \5LO ENC R10 ti8o, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO e ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. = z u 0 r)e' m O W J U w OZa 0� O�JLu Lr) :D J Q O 0 CJ) Z OCQp U SECOND FLOOR FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME SAN TROPEZ-CLASSIC DESIGN/DRAWN/CHECKED JWA / CMJ/LAP DATE 07.10.18 SCALE AS NOTED LPA No. TOLL -18-00314 CONTROL No. 4493 SIIEET S1.3 SHEET 8 OF 9 a 2x4 BLOCKING. FASTEN EACH END w/3 -10d TOENAILS. SHEATHING TO BLOCKING W/ 8d COMMONS @ 3" O.C. (6) 1 O 2X4 T—BRACE. ONLY REQUIRED FOR BRACE LENGTHS > 8'-0". FASTEN w/10d COMMONS @ 6" ON—CENTER OUTLOOKER TO TRUSS W/ H2.5T 4-12d TOE NAILS (TYP.) 2x6 ANGLE—BRACE YY/1LL JI ILP-\ I I IIIVV Uf- GABLE END TRUSS. TRUSS—TO—TRUSS CONNECTION BY DELEGATED TRUSS ENGINEER 2x4x24" BLOCKING. 4 FASTEN EACH END WITH 4-10d TOENAILS 2x4x6' SYP#2 LATERAL BRACE EA. X—BRACE w/ 2-16d INTO BOTTOM CHORD OF EA. TRUSS. GABLE END BRACING TRUSS TO DBL TOP PLT W/ =- (2)H2.5T --- ---- ------------------ (6) Od-- STRAP BLOCKING W/ CS18 S1.4 NOTES: 1. SPACE GABLE END BRACING @ 4'-6" MAX. 2. ALL MATERIAL TO BE SYP#2 ROOF TRUSS PLACEMENT PLAN SCALE: 1/4" = 1'-0" 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 Lvu ruiitiso ana Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 Luis A. Ponti,�o, PE FL P E # 5 3 3 1 1 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. = U ,�-n LLJ � W� D W J :E U "� OZa CO J LLJ U0) :D J Q � W O CJ) m 0J � U ROOF TRUSS PLACEMENT PLAN L NOT SCALE DIMENSIONS FROME DRAWINGS. IF A DIMENSION ISUNCLEAR REFER TO THE CHITECTURAL DRAWINGS OR CONTACT THE E.O.R. FI)LSPLAN NAME iSAN TROPEZ—CLASSIC GN/DRAWN/CHECKED JWA / CMJ/LAP DATE 07.10.18 SCALE AS NOTED LPA No. TOLL -18-00314 CONI RO L No. 4493 SHEET SIA SHEET 9 OF 9 -,I J I IVIE:)ULJ LCl7CIVU 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 S,Q.Q, 4. WHEN USING (2)H2.5T CLIPS ON 1'/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. TRUSS FASTENING DETAILS —s STUD DIRECTLY BELOW TRUSS TOP PLATE TO SDWC15000 STUD SDWC15600 TRUSS TIE DOWN WITH SIMPSON SDWC Rafter to Top Plate shown Truss to Top Plate similar Optimal 22Y* 10' 0 30' STUD DIRECTLY BELOW TRUSS "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 BELOW TRUSS SDWC15600 Note: Reference detail 2a for installation angle limit SDWC INSTALLATION Rafter to Top Plate shown (Truss to Top Plate similar) pox STUD NOT DIRECTL BELOW TRUSS ®Do not install SDWC in hatched area SDWC15600 Overhang 1 1/2" MIN 2" MAX SDWC INSTALLATION RANGE Rafter or Truss 14"" minimum edge distance for full values (with or Splice may be in upper or without a plate lower plate splice) .5c;7-- f / A' from top plate , f splice Offset for full values STUD NOT DIRECTL BELOW TRUSS SDWC AT TOP PLATE SPLICE Lvu ruiitiso ana Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 Luis A. Ponti,�o, PE FL P E # 5 3 3 1 1 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. = U ,�-n LLJ � W� D W J :E U "� OZa CO J LLJ U0) :D J Q � W O CJ) m 0J � U ROOF TRUSS PLACEMENT PLAN L NOT SCALE DIMENSIONS FROME DRAWINGS. IF A DIMENSION ISUNCLEAR REFER TO THE CHITECTURAL DRAWINGS OR CONTACT THE E.O.R. FI)LSPLAN NAME iSAN TROPEZ—CLASSIC GN/DRAWN/CHECKED JWA / CMJ/LAP DATE 07.10.18 SCALE AS NOTED LPA No. TOLL -18-00314 CONI RO L No. 4493 SHEET SIA SHEET 9 OF 9 -,I