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1612 ATLANTIC BEACH DR - NEW HOME STRU. DWG'S.FLOOR SHEATHING SPECIFICATIONS B ICK NOTES / LINTEL SCHD 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON @ 6" O.0 EDGE & FIELD MEMBERS CONNECTION FASTENER TYPE ROOF SHEATHING SPECIFICATIONS: SHINGLE- MIN. 7/,,-, 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.112x2" 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). DESIGN SPECIFICATIONS HANK @ 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). USP CONNECTORS 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). 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 (1)A34 + (4)12d TOE NAILS COMPONENTS & CLADDING LLOWABLE DESIGN PRESSURES INTERIOR EDGE STRIP (PSF): FLEXIBLE FINISH -MIN. 7/,,", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATIIING, CONNECTOR SYP UPLIFT PF FASTENERS FL# CODE GARAGE DOOR PRESSURES (PSF) TRIBUTARY AREAsf ( ) 1 CAR GARAGE DOOR (8'x7') +22.9 -28.8 ZONE (PSF) +25.6 -27.7 +22.9 -25.0 +21.8 -23.9 'a' = 4'-6" +25.6 -34.2 +22.9 -28.8 +21.8 -26.6 USP A35 450 4 "0 (9)10dx1, /2" CONCRETE MASONRY UNITS (CMU): CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYFE 10 USP RT7 585 4 5 (5)8d EA. END BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5-0". 2 CAR GARAGE DOOR (16'x7') +21.8 -23'9 USP RT8A 775 6150 (5)1Odx1'/2" EA. END USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROC 50 USP MTW12 1195 8 ; i0 (7)10dx1 /2" EA. END NS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS 100 USP HTW20 1450 1245 (12)10dx1'/2" EA. END REINF. SHALL BE INCREASED AS NOTED ON TOP CHORD DEAD LOAD20 psf (TILE SHINGLES) 10 psf BOTTOM CHORD LIVE LOAD 10 psf 0 psf BOTTOM CHORD DEAD LOAD 5 psf 5 psf DEFLECTION CRITERIA: ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/240 FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 0.75" MAX ANY CASE THE VALUESABOVE ABOVE WIND THE ALLO SHALL BE • COMPONEN POSITIVE LINEAR IN ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY ABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION DERMITTED & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH D NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. RPOLATION IS PERMISSIBLE. USP MSTA24 1640 1455 BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, (9)10d EA. END SDWC15600 USP MSTA36 2065 265 (13)10d EA. END Yi USP LTS208 1105 1105 '/2 "0 ROD TO FTG. IENGTH OF 3000 PSI AT 28 DAYS USP JUS28 1305 1305 (6)10d TO HEADER USP HTT16 4290 4 ,90 5/ "0 R00 TO FTG. 8 REPORT IS RECOMMENDED TO VERIFY SUITABLE WIND LOADING: ASCE 7-10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A USP HTT22 5370 5370 5/e"0 ROD TO FTG. SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTIA USP PAU44 2535 FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING 5/8"0 ROD w / (12)16d FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS • PLUS = Pf ESSURE AND MINUS = SUCTION. USP PAU66 2535 UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING 3HALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FO 5/8"0 ROD w/ (12)16d PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE 1LEMENTS USP MSTAM24 1545 �145 (5)V,"x2-1/4 TAPCONS CONCRETE SLABS ON GRADE: SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINT OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE SIMPSON CONNECTORS WOOD FRAMING SPECIFICATIONS: ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIF BY 0.75 WHEN COMBINED w/ DEAD LOAD. BASIC WIND SPEED (ASCE 7-10) - - - - - - - - - - 130 MPH RESPONSIBLITY THE ABOVE OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET NOTED POSITIVE AND NEGATIVE PRESSURES. IMPORTANCE FACTOR --------------- 1.00 IS USED, ALL ATTACHED FASTENERS SHALL BE a,� HEEL < 5" UPLIFT 1. TOP PLATE TO STUD SDWC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS. SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT MEAN ROOF HEIGHT - - - - - - - - - - - - - - - - 25.0 FT ° - -- ak CONNECTOR PF FASTENERS FL# CODE SYP SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. 0 ROOF PITCH - - - - - - - - - - - - - - - - - - - 7/12 BUILDING CATEGORY - - - - - - - - - - - - - - - - II I� � ° A35 450 AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTAfNSlATION 45 PLY WITH ASTM E1514 AND BE INSTALLED 12-8dx1'/2 " 10446.4 H2.5T 600 52 5-8d EA. END 11478.3 EXPOSURE CATEGORY - - - - - - - - - - - - - - - C ENCLOSURE CLASSIFICATION - - - - - - - - - - - -ENCLOSED INTERNAL PRESSURE COEFFICIENT - - - - - - - - - - f .18 -44-DENOTES EDGE STRIP. r-- SEE C & C CHART ° I ABOVE FOR C DIMENSION HTS16 1150 1085 16-10d EA. END 10456.6 MTS12 1000 86 7-10dx1'/2" EA. END 10456.3 ° NOT ACTUAL --J ° -- _M,r_ a a L J LAN] �� _IL HTS20 1450 124 24-10dxl'/2" EA. END 13872.3 MATERIAL SPECIFICATIONS MSTA24 1765 1270 9-10d EA. END 13872.4 MSTA36 2050 1870 13-10d EA. END 13872.8 HARDWARE AND ANCHORS: ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. HTT4 3480 308J 18-16d TO TRUSS/BEAM 1-5/,,"0 ROD TO FTG. 11496. 2 COPE OF SERVICE HTT5 5250 467 ) 32-16d TO TRUSS/BEAM 1-6/80 ROD TO FTG. 11496.2 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 THE STRUCTU AL ENGINEER SHALL NOT HAVE CONTROL QR BE RESPONSIBLE LU528 930 780 TO HEADER 4-10d TO JOIST 10655.113 EXTERIOR SHALL BE GALVANIZED.6-10d RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE '/4" LARGER THAN REBAR SIX AND '/8" LARGER THAN THREADED ROD SIZE. (U.O.N.) ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): EPDXY: ITW RED HEAD A7 REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 0 WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi FOR CONSTR SEQUENCES; OTHER PERS THEM TO CONSTRUCT DOCUMENTS. LIMITSF THE ITEMS SPECIFICALLY LIMITED TO T WOOD PANEL HEADERS DIRECTLY PRE-ENGINEE SPECIFICALLY CTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR OR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY S PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THE WORK IN ACCORDANCE WITH THE CONTRACT RAENGINEERINGI RESPONSIBILITIES: DESIGNED BY THE STRUCTURAL ENGINEER ARE E FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED ED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND ANY HU410 905 785 14-16d TO HEADER 6-16d TO JOIST 10531.36 ABU44 2200 %"0 ROD EPDXIED 6" MIN 10849.6 ABU66 2300 5/,,"0 ROD EPDXIED 6" MIN 10849.6 SET N/A N/A SIMPSON EPDXY-TIE 11506.4 LTT20B 1675 1675 10-16d TO STUD/BEAM/POST 1-'/2"0 ROD TO FTG. 11496.3 LSTA12 805 695 10-10d 13872.5 CS16 1705 170 13-8d 10852.1 ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. GENERAL NOTES a CONSTRUCTION SPECIFICATIONS FLOOR SHEATHING SPECIFICATIONS B ICK NOTES / LINTEL SCHD 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON @ 6" O.0 EDGE & FIELD MEMBERS CONNECTION FASTENER TYPE ROOF SHEATHING SPECIFICATIONS: SHINGLE- MIN. 7/,,-, 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.112x2" RING SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). TILE - MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING HANK @ 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" RINC SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4 O.C. WITHIN 4'-0" OF ROOF EDGE). WALL SHEATHING SPECIFICATIONS: (1)A34 + (4)12d TOE NAILS L4x31/2"x'/4 6" FLEXIBLE FINISH -MIN. 7/,,", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATIIING, 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 & BRIC<. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6") GUN NAIL @ 6" STUCCO FINISH, -MIN. 7/,6", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEA HING, FASTENED w/ 8d @ 4" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT- FROM BOTTOM PLATE TO UPPER TOP PLATE. MASONRY SPECIFICATIONS: MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE 0 3A PLACED AT AN 8" TO 11" SLUMP, MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLAS ING. " CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8 -GUN NAILS CONCRETE MASONRY UNITS (CMU): CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYFE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500psi). 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". ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3 -GUN NAILS MASONRY STEMWALLS: ALL CONCRETE MA HA P M E NRY SO UNITS S S LL BE COMPOSED OF ASTM C - OE 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 ROC 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 INTERSECTI NS. 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, DROVIDE 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". W CLAY MASONRY (BRICK),: V N W QC�y 3` BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. SDWC15600 CONCRETE SPECIFICATIONS: M Yi ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE ONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE ST IENGTH OF 3000 PSI AT 28 DAYS CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3 GENERAL NOTES: 00 PSI. FOOTING AND FOUNDATIONS: FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES F OTING HAVE BEEN DESIGNED WITH A SOI L ARIN (DESIGN I BE G (DES G 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 AN COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTIA D 1557. I FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) DETAILS. UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING 3HALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FO TINGS PROVIDE #3 @ 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE 1LEMENTS 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 JOINT LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOILT EATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12 12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL E R FOR ALTERNATIVE METHODS. WOOD FRAMING SPECIFICATIONS: ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIF CATIONS (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, ACO OR NON -DOT BORATE PRESERVATIVE TREA MENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. HEEL < 5" PRE-ENGINEERED WOOD TRUSSES: 1. TOP PLATE TO STUD SDWC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS. SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NEPA, 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 TR SS 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. 0 HER. 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 ACCORING TO THE MANUFACTURER'S REQUIREMENTS. CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTAfNSlATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL CO PLY WITH ASTM E1514 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPBLE WATERPROOFING: FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. WUUU FA -')I LNINU SLHLUULL B ICK NOTES / LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS MEMBERS CONNECTION FASTENER TYPE LINTEL DIMENSION MIN. BRG. MAX. SPAN ® INTERIOR LOAD BEARING WALL GABLE X -BRACE, SEE DET SHEARWALL. HIDDEN LINE DESIGNATES ;IDE __________ WALL THE SHEARWALL SH TO BE APPLIED. 8d @ 3/ SW 3"/6" DESIGNATES 8d COMMONS O.C. EDGE & 6" O.C. "IN THE FIELD" ® BUILT-UP POST IN THE WALL 41L 10 50.1 HEADER SIZE, JACK AND HE (2)2x8-1/2 KING STUD QUANTITY. OF ATHING @ 3" TOP PLATE TO TOP PLATE FACE NAIL 2 -GUN NAILS @ 12" STAG. SYP#2 L31/2 01/2 x'/4 4" 6'-0" TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3 -GUN NAILS (1)A34 + (4)12d TOE NAILS L4x31/2"x'/4 6" 8'-0" DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3 -GUN NAILSDESIGNATES HEADER, I 4'-0" MIN. L5x3'/2 "x'/4 6" 10'-0" RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6") GUN NAIL @ 6" DETAILS. L6x3'/2 "x'/4 6" 12'-0" CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5 -GUN NAILS AT TWO STORY CONDITIONS, L7x3'/2 "x'/4 6" 16'-0" CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4 -GUN NAILS 1. STEEL LINTEL MI,ST RESISTAN PAINT. 2. LINTEL BE LATER EXCEED 6 SCREWS I VERTICAL 3. BRICK VENEER HORIZONT TIES @ 1 WIND -ZONE AT ALL 0 12" OF 0 HOLES @ FLASHING. INTELS TO BE MINIMAL 36" HAVE CORROSION COATING OF EPDXY BASED MORE THAN 8'-0". SHOULD LLY SUPPORTED NOT TO FT. O.C. w/ 2-'/4x3" WD. TO HEADER PROVIDE A /2" SLOTTED HOLE FOR SCREW. ATTACHMENT: L TIES @ 24" O.C., VERT. O.C.. (FOR 130mph VERT. TIES @ 16" O.C.). ENINGS SPACE TIES WITHIN ENINGS. PROVIDES/,e",s WEEP 3" O.C. IMMEDIATELY ABOVE BRICK F=======i VENEER WEATHER I BARRIER °°____= ! LINTEL ......EA ATTACHMENT i__---__; + SEE NOTE 2 iEQ HEADER, FLASHING SEE PLAN BRICK LINTEL, SEE SCHEDULE SECTION VIEW OF BRICK LINTEL CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8 -GUN NAILS ADJ - ADJACENT BM -BEAM BOT - BOTTOM BRG - BEARING CMU - CONCRETE MASONRY DBL - DOUBLE DIA -DIAMETER - EACH EE - EACH END EOR - ENGINEER OF RECO -EQUAL EXT - EXTERIOR FBC - FLORIDA BUILDING ;ODE FDN -FOUNDATION FT - FOOT FTG -FOOTING HDR - HEADER HORIZ - HORIZONTAL LBS - POUNDS LG - Long MANUF - Manufacture MONO - Monolithic OC - On Center UNIT OSB - Oriented Strand Board PERP -Perpendicular PRE ENG -Pre Engineered PSF - Pounds per Square Foot PSI - Pounds per Square Inch D PT - PRESSURE TREATED QT -Quick Tie REINF - Reinforce SF - Square Foot SPF -Spruce Pine Fur SYP - Southern Yellow Pine THRU - Through TYP - Typical yp al UON - Unless Otherwise Noted VERT - Vertical WWF - Welded Wire Fabric JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3 -GUN NAILS RAFTER TO PLATE TOE NAIL (3-8d) 3 -GUN NAILS JACK ­RAFTER TO HIP TOE NAIL (3-10d) 4 -GUN NAILS ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3 -GUN NAILS CONT. HEADER, TWO PIECES FACE NAIL 16d@ 16" O.C. @EDGE CONT. HEADER TO STUD TOE NAIL (3-16d) 4 -GUN NAILS STUD TO SOLE PLATE TOE NAIL (3-16d) 4 -GUN NAILS SOLE PLATE TO JOIST/BLOCKING I FACE NAIL (16d @ 16") GUN NAIL @ 8" NAIL SPECIFICATIONS 3"x0.131"0 =GUN NAILS 2"x0.113"0 = RINK SHANK 2"x0.113"0 = 6d 2' 0.131 "0 = 8d 2 x 3"x0.148"O = 10d 3'/2"x0.162"0 = 16d 1'/2 "x0.148"0 = 10dx1'/2 " 11/2"4.131"0 = 8dx1'/2 " TYPICAL WALL FRAMING NOTE! 1. USE SPF#2 OR BETTER FOR ALL WALL STUDS.. 2. USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 3. USE SYP#2 FOR ALL HEADERS 4. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR FLOOR BEARING ELEVATION, U.O.N. ON PLAN. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/lOd MASONRY CUT NAILS @ 48" O.C. MINIMUM. SEE FOUNDATION PLAN ADDITIONAL ANCHORS AT SHEARWALLS INTERIOR BEARING WALL: - SEE PLAN FOR STUD SIZE AND O.C. SPACING. CONTINUOUS BLOCKING WITHIN FLOOR SYSTEM WHERE POST IS ABOVE. 8d COMMON @ 3" O.C. -J ------ 1 I / I L --- I -J SYP#2 DBL. SEE 5/S0.0. TOP PLATE. {I 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_ - - - � FASTEN LOWER STUD PERMANENT TRUSS {{{ 8d TO TALLER STUD w/ BRACING BY OTHER. I� COMMON 2 -ROWS OF 10d COMS II @ 3" 0. C. FULL HEIGHT ANCHOR AT INTERIOR WALLS TYPICALLY %" FULL HEIGHT THREADED RODS @ 6'-0" O.C. BLOCKING ONLY REQUIRED AT SHEARWALLS AND STUCCO FINISH. 16d COMMONS @ 8" 0. C. FLOOR SHEATHING SEE SEE SPECIFICATIONIIS. I I I I -- SEE 1/S0.1._//1____ /50.1. BLOCKING ONLY REQUIRED AT SHEARWALLS AND--/ STUCCO FINISH. INTERIOR BEARING WALL: SEE SCHEDULE FOR STUD SIZE AND O.C. SPACING. @ 12 O.C. TYPICAL SOLE PLATE NAILING: 0.131x3" TOE NAILS: (3) @ 2x4, (4) @ 2x6, (5) @ 2x8. PT. SYP#2 SOLE PLATE. WALL SHEATHING � SEE DETAIL 1 /SO.1 FOR SPLICING OPTIONS. 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 � WALL FRAMING AT PLATE CHANGE CONDITION TYPICAL TOP PLATE NAILING: FASTEN ALL TOP PLATES/ TOGETHER w/ (3) ROWS I rrlt,AL. uvudLt lur P A P -0" MIN. SPLICE LENGTH (16) 0.131x3" NAILS EVENLY SPACED WINDOW SILL SCHEDULE ROUGH DROPPED HEAD MINIMUM END OPENING OR SILL PLATES FASTENER EACH END < 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS OF .1310 @ 12" O.C. STAGGERED. EDGE DISTANCE < 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS SYP#2 4" < 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS < 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS HEADER, I 4'-0" MIN. I I 2 TYPICAL WALL FRAMING I S0.0 I J WALL SHEATHING SEE DETAIL 1/SO.1 FOR SPLICING OPTIONS. I WALL SHEATHING TO Ij {' SOLE PLATE RAISE '8" FROM SEE DETAILS SEE DETAILS 8d @ 3" !j �I BOTTOM OF SOLE II ON S1.01 ON S11.ot { , PLAN AND FASTEN r-- ��---�--- - -� F-- I w/8d COMMON @ 3" O.C. NL I 1 I I I I I fill I I L- ----U L--------- i L -------U SINGLE STORY MULTY STORY TYP. WALL SECTIONS SIMPSON SYP#2 DBL. TOP PLATE. PER PLAN. SILL PLATE. MAX. MIN. SOLE SDWC15600 WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE RAISED HEADER SEE ROOF 24" 3x3x0.229" 4" 2�" FRAMING 42" 24" 3x3xO.229" PLAN FOR 234' ARCHED TRANSOM OPTION SEE RIGHT. WINDOW SILL SEE SCHEDULE FOR SILL SIZE AND CONNECTION EACH END. SHEATHING VERT. OZ H DETAILS. IVEXTEND O TOP OF TRUSS AS SHOWN. 10 AT TWO STORY CONDITIONS, PROVIDE 2x4 BLOCKING ar AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE FOUNDATION SEE PLAN HEEL V-0" I I 2 TYPICAL WALL FRAMING I S0.0 I J WALL SHEATHING SEE DETAIL 1/SO.1 FOR SPLICING OPTIONS. I WALL SHEATHING TO Ij {' SOLE PLATE RAISE '8" FROM SEE DETAILS SEE DETAILS 8d @ 3" !j �I BOTTOM OF SOLE II ON S1.01 ON S11.ot { , PLAN AND FASTEN r-- ��---�--- - -� F-- I w/8d COMMON @ 3" O.C. NL I 1 I I I I I fill I I L- ----U L--------- i L -------U SINGLE STORY MULTY STORY TYP. WALL SECTIONS SIMPSON u 12" 1.V' SILL PLATE. MAX. MIN. SOLE SDWC15600 WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE "0 EPDXY SEE ROOF 24" 3x3x0.229" 4" 2�" FRAMING 42" 24" 3x3xO.229" PLAN FOR 234' SHEATHING VERT. OZ H DETAILS. IVEXTEND O TOP OF TRUSS AS SHOWN. 10 AT TWO STORY CONDITIONS, PROVIDE 2x4 BLOCKING ar AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE SPECIFICATIONS BELOW. HEEL V-0" KING STUD TO FRAMING BELOW: UPPER LEVEL POSTS & JACK w PRE-ENGINEERED WOOD 2x SPF BLOCKING NAILS EACH END. STRAP ATTACHMENT CAN ROOF TRUSSES. RIPPED TO FIT INTERIOR OR EXTERIOR SIDE OF WALL. STRAP NOT REQUIRED AT THE FOLLOWING: LL LL. WITH GAP SHOWN. o- GABLE ENDS OR JACK TRUSSES LESS in a _S W m THAN 8' OR OPENINGS LESS W SIMPSON V N W QC�y 3` �� SDWC15600 M Yi Ili°" SEE ROOF FRAMING I PLAN FOR I SIMPSON DETAILS. SHEATHING MAY SDWC15600 SIMPSON TERMINATE AT SIMPSON I SEE ROOF FRAMING SDWC15600 TOP OF DBL. SDWC15600 I PLAN FOR SEE NOTE 1. TOP PLATE. SEE NOTE 1. DETAILS. 5" < HEEL < 1'-0" TYPICAL CONNECTION HEEL < 5" NOTES: 1. TOP PLATE TO STUD SDWC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS. 2. H2.5T MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T AT TOP PLATE TO STUD, SPACE @ 48" O.C. �1 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 23'4" -%/-TO OUTSIDE 5x3xY4" SLOTTED FACE OF WALL. VASHER PUSHED FO OUTSIDE -ACE OF WALL. PLAN VIEW -Z Yz" THREADED ROD EPDXIED 4" OR Y"OxIS" SIMPSON TITEN HD. SECTION VIEW 12 1'/2 WALL FRAMING AT MAX. MIN. RAISED HEADER CONDITION FROM SOLE PLATE BREAK BUILDER MAY CHOOSE EITHER THE DROPPED HEADER CONDITION OR RAISED HEADER CONDITION. 30xY4' SLOTTED WASHER PUSHED SOLE PLATE ANCHOR HOLD DOWN. BUTT JOINT PT. SYP#2 u 12" 1.V' 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/ 1'/2"0 ROUND STEEL WASHER MAY BE USED. SOLE PLATE ANCHOR DETAIL 8 SCHEDULE 5GALE: 3/4-- = 1' -0 - (3) ROW OF 10d NAILS @ 8" O.C. 2 PLY STAGGERED BEAM. _ 3 PLY BEAM. a -11 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 1 O NAILS @ 4" O.C. AT 12" O.C. STAGGERED EA. SIDE. DE 2 & 3 PLY BEAMS 2x4 OR 2x6 POST 2x8 POST (3)ROWS OF 5" (3)ROWS OF 63a" TRUSSLOK TRUSSLO 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. L HEAD OR SILL, PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. KING & JACK STUDS SEE PLAN (2)12d TOE NAILS E.E. (MIN) 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 LES: THAN 3'-6' SOLE PLATE CONNECTOR L PERPLATE SCHEDULE ANCHOR STRAPPING NOT REQUIRED LOCATED WITHIN 6" OF STUD AT LOWER LEVEL HEADERS PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN HOLD DOWN IS SPECIFIED SINGLE STORY "' 1 TYPICAL HEADER STRAPPING TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. HEAD P ATS SILL L SEE SCHEDULE ROUGH OPN'G, SEE ARCH. MULTI STORY (STACKED WINDOWS ARCHED TRANSOM OPTION - 2x SPF DIAGONAL BLOCKING DROPPED SOLE PLATE ANCHOR SCHEDULE FASTENED w/ 3-0.131"x3" ANCHOR EXT. WALL SPACING SHEARWALLS SPACING WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE "0 EPDXY 42" 24" 3x3x0.229" 4" 2�" )2"04" TITEN HD 42" 24" 3x3xO.229" 41¢" 234' 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/ 1'/2"0 ROUND STEEL WASHER MAY BE USED. SOLE PLATE ANCHOR DETAIL 8 SCHEDULE 5GALE: 3/4-- = 1' -0 - (3) ROW OF 10d NAILS @ 8" O.C. 2 PLY STAGGERED BEAM. _ 3 PLY BEAM. a -11 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 1 O NAILS @ 4" O.C. AT 12" O.C. STAGGERED EA. SIDE. DE 2 & 3 PLY BEAMS 2x4 OR 2x6 POST 2x8 POST (3)ROWS OF 5" (3)ROWS OF 63a" TRUSSLOK TRUSSLO 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. L HEAD OR SILL, PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. KING & JACK STUDS SEE PLAN (2)12d TOE NAILS E.E. (MIN) 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 LES: THAN 3'-6' SOLE PLATE CONNECTOR L PERPLATE SCHEDULE ANCHOR STRAPPING NOT REQUIRED LOCATED WITHIN 6" OF STUD AT LOWER LEVEL HEADERS PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN HOLD DOWN IS SPECIFIED SINGLE STORY "' 1 TYPICAL HEADER STRAPPING TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. HEAD P ATS SILL L SEE SCHEDULE ROUGH OPN'G, SEE ARCH. MULTI STORY (STACKED WINDOWS ARCHED TRANSOM OPTION - 2x SPF DIAGONAL BLOCKING DROPPED ' SCREW FASTENED w/ 3-0.131"x3" HEADEREA. END TYPICAL. SHEATHING MAY EXTEND 2" PAST BLOCKING- WINDOW SYP#2 HEADER, ATTACHMENTS MUST PER PLANS. ANCHOR INTO 2x MATERIAL. Q 0 JACK'AND PLATE TO HEADER: SDWC SCREW @ KING STUDS, OZ H SEE PLAN. I 10 AT TWO STORY CONDITIONS, WINDOW SILL SEE ar PROVIDE SOLID BLOCKING SCHEDULE. WITHIN FLOOR SYSTEM AT ALL KING STUD TO FRAMING BELOW: UPPER LEVEL POSTS & JACK CS18 STRAP W/6-101DX1)r- STUDS. SDWC15600 SCREW SEE 8/SO.0. NAILS EACH END. STRAP ATTACHMENT CAN <I" INTERIOR OR EXTERIOR SIDE OF WALL. STRAP NOT REQUIRED AT THE FOLLOWING: L SOLE PLATE ANCHOR: SEE SCHEDULE WALL FRAMING AT DROPPED HEADER CONDITION BOUNDARY OF SHEATHING. EXAMPLE OF PANEL EDGE w/ BLOCKING WHERE REQUIRED BY GENERAL NOTES. NAIL SPACING AT SUPPORTED EDGES, GENERAL NOTES. EXAMPLE OF UNSUPPORTED (UNBLOCKED) PANEL EDGE (TYPICAL). NAILING TO INTERMEDIATE SUPPORT IS 6" O.C. MAX.- (UON). /-RAT`RATED SHEATHING, ED GENERAL NOTES. TRUSSES, OR FLOOR JOISTS. ROOF AND FLOOR SHEATHING NAILING SCALE: 3/4" = l'-0" 2x4 BLOCKING @24" O.C. FASTEN EACH END w/3 -10d TOENAILS. STUD BELOW LOWER TOP 4-10d PLATE AT BREAK. OVER LAP DOUBLE COMMONS TOP PLATES. ORTHOGONAL VIEW WALL INTERSECTION OF CORNER CONDITIONS • CORNER WALL INTERSECTION CONDITIONS CONDITIONS NOTES: 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS. 2. DENOTES 3"x0.131" GUN NAILS @ 6" O.C. VERTICAL. 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE. 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED. 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE OPTIONS ARE SHOWN. FRAMED WALL CORNER AND 1 INTERSECTIONS STUDS CONFIGURATIONS TOP PLATE TO HEADER FASTFNINGi SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. STUD OR 2> BLOCKING FAST N/8 -10d COMMO SCHEDULE ROUGH OPN'G, SEE ARCH. MULTISTORY (UNSTACKED WINDOWS) TRUSS TO PLATE: SDWC SCREW LL C3 PLATE TO HEADER: ��W,, SDWC SCREW 0-11 = 24" O.C. Lj_ Li - 2X6 WALL TRUSS TO PLATE: SDWC Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 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 8 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 EOR PLAN NAME ANNA MARIA - CLASSIC DESIGN/DRAWN/CHECKED JWA / KIG /LAP DATE 07.23.2018 SCALE AS NOTED LPA No. TOLL -18-00022 ':ONTROL No. 4561 SHEET so.o SHEET 1 OF Q ' SCREW W Z N Q 0 PLATE TO HEADER: SDWC SCREW @ OZ H 24" O.C. 2X4 WALL a 0 ar HEADER FASTENING SEMCM Q V 0 ' cc KING STUD TO FRAMING BELOW: V LL CS18 STRAP W/6-101DX1)r- fA (- NAILS EACH END. STRAP ATTACHMENT CAN <I" INTERIOR OR EXTERIOR SIDE OF WALL. STRAP NOT REQUIRED AT THE FOLLOWING: LL LL. GABLE ENDS OR JACK TRUSSES LESS in a _S W m THAN 8' OR OPENINGS LESS W THAN 3'-6" V N W QC�y 3` M Yi Ili°" Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 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 8 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 EOR PLAN NAME ANNA MARIA - CLASSIC DESIGN/DRAWN/CHECKED JWA / KIG /LAP DATE 07.23.2018 SCALE AS NOTED LPA No. TOLL -18-00022 ':ONTROL No. 4561 SHEET so.o SHEET 1 OF Q BLOCKING ONLY REQUIRED AT SHEARWALLS AND STUCCO FINISH 16d COMMONS ® 8" 0. C. CONT. RIBBON BOARD (TYP) T FLOOR TRUSSES OR JOIST. 5-8d COM EACH SIDE OF SPLICE SHEATHING SPLICE z 16d COMMONS ® 8" O.C. CONT. RIBBON BOARD (TYP) FLOOR TRUSSES OR JOIST. 8d COM 3" O.C. EACH SIDE OF SPLICE SHEATHING SPLICE I I -Y4' OSB or PLYWOOD RIM BOARD Y4" II SHORTER THAN WALL FRAMING WALL FRAMIt G ; FLOOR SYSTEM. ALIGN II VERTICAL JOINTS WITH SHEATHING SPLICE 11 WALL SHEATHING BLOCKING ONLY REQUIRED '� JOINTS 1L 5-8d COM AT SHEARWALLS AND EACH SIDE STUCCO FINISH OF SPLICE OPTION 1 OPTION 2 OVER LAP SHEATHING APA FIM 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 So.1 ROOF TRUSS. 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 LINE WALL FRAMING INSTALL FLOOR TO FLOOR STRAPPING PER OPTION 1 OR 2 FLOOR TRUSS PARALLEL TRUSSROOF SYP#2 2x4 NAILER FASTENED TO TRUSS TRUSS._\q_ CHORD w/ 0.131x3" ® 3" O.C. 2x4 SYP#2 CATS AT 12" FLOOR OR FASTENED TO SHEATHING w/ 8d ® 3" O.C. ROOF O.C. FASTENED TO TOP ROOF TRUSS. TRUSS. PLATE w/ 4-0.131x3" 11 V4" SHEATHING FASTENED TO COMMON. MAX. /TOP PLATE w/ 10d ® 3" O.C. FASTEN CATS EACH END w/ �; 1 [72x SYP 2 CONT. ATTACH 16" MAX. SHEARWALL 3-0.131x3" COMMON TOE NAILS TOP PLATE AND TRUSS w/ 0.1 1x3" 3" O.C. EDGE OF I 2x MAY OVERHANG TOP PLATE. SHEARWALL SHEARWALL OR SHEARWALL EXTERIOR WALL ALTERNATE A ALTERNATE B ALTERNATE C OSB DIAPHRAGM FASTEN ROOF FLOOR DECK FBK 10d 04"O.C.TO NAILERw/ (1) ROW 8d TRUSS. FLOOR 2x4 SPF 2 CONTINUOUS TRUSS. ® 3" O.C. FASTEN TO TOP #PLATE w/ (2) ROWS LEDGER FASTENED OF 8d ® 3" O.C. SB ! TRUSS WEBS WITNGw/3-0.131x3"L L41 2x4 SPF FLOOR COMMON. SYP#2 2x4 NAILER FASTENED ALL AROUNDFRAMINGTO TRUSS BOT. CHORD w/ ; I; FASTEN CATS EACH END w(2) ROWS 0.131x3" ® 3" O.C. / 2x4 SYP#2 CATS AT 12" INTERIOR 3-0.131x3" NAILS ® 6" O.C. I; O.C. FASTENED TO TOP 11 SHEARWALL.PLATE SW -2 'COMMON/ 4-0.131x3" 5-16d NAILS SHEARWALL OR-//[ ALTERNATED ALTERNATE (TYPICAL) EXTERIOR WALL ALTERNATE F 5 SHEARWALL ATTACHMENT AT ROOF 6 FLOOR SO -1i 8d COMMO$ NAILS AT 3" 0 C.(TYP) WALL STUDS WALL STUDS SDWC 15600 ® 32" O.C. SCREWS OSB WALL SHEATHING H A WA NOTES: 1. AT ROOF TRUSS, CONTACTOR MAY CH00 E A,B,C,D, OR G. 2. U E ALTERNATE A. AT E ,TERIOR WALLS ENDING BETWEEN ROOF TRUSSES. 3. USE ALTERNATE E & F FOR FLOOR IRUS ATTACHMENT 2x4 BLOCKING. FASTEN EACH END w/3 -10d AT 16" O.C. AT 16" O.C. 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS FASTEN TO ROOF FRAMING BELOW ROOF SHEA LNG w/ 4-12d NAILS AT EACH RAFTER. ROOF TRUSS ROOF TRUSS 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/ 6-1/4"0x6" SDS SCREWS 776-1250 2x8 w/ 8-0.131x3" 2346-3125 2x12 w/ 8-'/4"0x6" SDS SCREWS 1251-1540 2x10 w/ 10-0.131x3" 1540-1850 2x12 w/ 12-0.131x3" LEDGER A NOTES: WHERE A LEDGER IS INDICATED ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, THE LEDGER IS BEING USED TO ATTACH THE ADJACENT ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. WHEN 8 LEDGER CONNECTION IKUS.`, I V LLUGLR CONNECTION BY TRUSS ENGINEER. NOT SHOWN FOR CLARITY WASHER OVERFRAME RAFTERS, SEE PLAN. 0 I� 1.1 SIMPSON H3 w/ 10-8d COMMON NAILS FROM RAFTER TO LEDGER THESE STRAPS AND LEDGER TO ROOF MEMBER. SPF#2 MAY BE OMITTED �CKING WHEN OVERFRAME ALT. TO BOTH H3 ABOVERAFTER LENGTH PRODIDE MTS12 OR CS16 DIRECTLY LESS THAN 4'-0" JF MEMBER. BETWEEN OVERFRAMING RAFTER AND ROOF MEMBER. IPROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. 9 DECK LEDGER ME RAFTERS L0>1 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. D PLAN n lx^ FULL HEIGHT DO C V v ANCHORING SPECIFICATIONS OUBLE FULL HT. UPLIFT SOLE FULL HT. TOPDPLA E ANCHOR DOUBL- TOP CONNECTOR PLATE ANCHOR THREADED LATE SEE PLAN SW 8d®3/6: (2) CS18 STRAPS SW 8d@3/6: (2) CS18 STRAPS IB) - END STUDS TO FOUNDATION SSW ROD 0 WALL STUD CONCRETE HOLE WASSHHER SPEC. EMBEDMENT DEPTH AA) OR POST. 3/8 1/2 „0 FULL HEIGHT 2x2x'/e „ 4„ 4„ 2„ 3„ THREADED ROD L 3/4„0 3/4"0 3x3x'/4" SEE PLAN ELEVATION 4. INSTALL INTERIOR FOOTING BELOW SHEARWALL PER DETAILS ON S1.0 TYPICAL SHEARWALL ELEVATION SIMPSON DTT2Z II TRUSS. ATTACH AT EACH WALL MONO STEM MONO STEM STEEL COUPLER (OPTIONAL, LOCATE STUD w/ 3-16 NAILS AT EA. SDS SCREWS II 0 FU L HT. AS NEEDED) FRAMING INTERSECTION. (MIN. OF I I ANCHOR SEE PLAN. 6-16d BETWEEN EACH TRUSS) F FULL HEIGHT AT SILL PLATE AT TOP PLATE FLOOR FRAMING FUL_ HEIGHT THREA 7ED ROD FOUNDATION, -.:--E PLAN PER PLAN. LEMBEDMENT DEPTH 0 FUL HEIGHT ANCHOR FULL HEIGHT ANCHOR INS ALLATION CHART THREADED U - UPPER TO LOWER STUDS DA - UPPER TO LOWER STUDS SW 8d®3/6: (2) CS18 STRAPS SW 8d@3/6: (2) CS18 STRAPS IB) - END STUDS TO FOUNDATION SSW ROD 0 WOOD ATE HOLE CONCRETE HOLE WASSHHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE 3/8 1/2 „0 1/2 "0 2x2x'/e „ 4„ 4„ 2„ 3„ 5/8 3/4„0 3/4"0 3x3x'/4" 7.5" 12" 2�" 3„ 4. INSTALL INTERIOR FOOTING BELOW SHEARWALL PER DETAILS ON S1.0 TYPICAL SHEARWALL ELEVATION SIMPSON DTT2Z II TRUSS. ATTACH AT EACH WALL MONO STEM MONO STEM ✓VALL SECTION THREADED ROD INSTALLATION CHART 12 FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM S0.1)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 Ya" 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 ',A" LARGER THAN TH DIAMETER OF THE THREADED ROD USED. WHILE SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE ROD SHALL BE INSTALLED APPROXIMATELY CENTERED IN HOLE. RODS MAY BE SLANTED FROM TRUE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SECURED OVER THE WASHER TO A SNUG -TIGHT CONDITION PLUS ONE-HALF TURN OF A STANDARD WRENCH (APPROXIMATELY 30 FT. -LBS. OF TORQUE). DUE TO SHRINKAGE AND COMPRESSION OF BUILDING CONTRACTORS SHALL RE -TIGHTEN NUT TO 30 FT. -LBS. OF TORQUE AFTER ALL TRADES ARE COMPLETE AND PRIOR TO INSULATION. EPDXY ANCHORING ALL THREADED RODS SHALL BE DRILLED & EPDXY ANCHORED. SEE INSTALLATION CHART FOR EMBEDMENT AND EDGE DISTANCE REQUIREMENTS 6-10d COMMONS 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" D.0 \PORCH SHEATHING, HEADER SEE SPECIFICATIONS BELOW END I PORCH PARALLEL HEADER & SUPPORT TO WALL PORCH POST, PER PLAN. I,\\-- (2)MSTA24 PERPENDICULAR I STRAPS To WALL 24" 16 GUAGE POST BASE: STRAP w/11- POST 24" 16 GUAGE 4x4 POST:ABU44 _\ 10dx1Y2" EA. ENDBELOW STRAP w/11- 6x6 POST: ABU66 10dx1Y2" EA. END PORCH. PORCH HEADER, -- SLAB SEE PLAN _ HTS16 STRAPS MSTA24 5/8" 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 SPECIFICATION • GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS ® 6" O.C. EDGE & FIELD OR 3/a" (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS ® 6" O.C. EDGE AND FIELD 2 TYPICAL PORCH FRAMING DETAILS cn SEE DETAIL 5/SO.1 FOR DIAPHRAGM ATTACHMENT WHERE APPLICABLE �J Ej II,/ -OA II I�---------- II ❑ ❑ II SW 8d@3"/6" SW -8d@3" /6" PERFORATED SHEARWALL SEGMENTED SHEARWALL U - UPPER TO LOWER STUDS DA - UPPER TO LOWER STUDS SW 8d®3/6: (2) CS18 STRAPS SW 8d@3/6: (2) CS18 STRAPS IB) - END STUDS TO FOUNDATION SSW o - END STUDS TO FOUNDATION 8dChS/6: HTT5 OR HDU5 SW 8d®3/6: HTT5 OR HDU5 - SOLE PLATE ANCHORSSOLE EE SCHEDULE ON DETAIL 3/S0.0 C - PLATE ANCHORS 1EE 36" LONG STUD SCHEDULE ON DETAIL 3/SO.0 5HEARWAL1 NOTES NOTCH HEADER 1. PROVIDE 31'6" OSB SHEATHING WITH 8d COMMONS @ 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. PROVIDE 2x BLOCKING AT ALL PANEL EDGES. PLATE 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS END POSTS FOR SW. 26-10d COMONS 3. FASTEN ALL INTERIOR SW TO ROOF OR FLOOR TRUSSES PER 5/SO.1 BETWEEN EA. / 4. INSTALL INTERIOR FOOTING BELOW SHEARWALL PER DETAILS ON S1.0 TYPICAL SHEARWALL ELEVATION SIMPSON DTT2Z II PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. L4 -12d TOE ROOF NAILS (TYP.) 2x4 SYP#2 OUTLOOKERS TRUSS ® 24" O.C. H3 QR H2.5T HURRICANE CLIP @ EA. OUTLOOKER TO TRUSS. 2X6 ANGLE BRACE 2X4 T -BRACE. ONLY WALL SHEATHING UP REQUIRED FOR BRACE GABLE END TRUSS. LENGTHS > 8'-0". FASTEN w/10d COMMONS 6" ON -CENTER 2X4 #2 SYP BLOCK ® EACH GABLE BRACE. FASTEN EACH END W/ 3-10d TOENAILS BLOCK TO DBL TOP a PLT W/ 2-H2.5T I 0.131x3" TOE NAILS ® 8"O.C. FROM BOT. CHORD OF TRUSS TO DBL. TOP PLATE 2x4x6' SYP#2 LATERAL BRACE EA. X -BRACE w/ 2-16d INTO BOTTOM 8-10d�LSTA12 ® 48" O.C. OR DBL TOP PLT CHORD OF EA. TRUSS. COMMONSS TO GABLE TRUSS BOTTOM CHORD W/ Doo, GABLE END BRACING SDWC15600 ® 36" O.C. OMIT IF SHEATHING OVERLAPS GABLE 12" MIN NOTES: 1. SPACE GABLE END BRACING @ 4'-6" MAX. 2. ALL MATERIAL TO BE SYP#2 (1)MSTA24 STRAPS FOLD OVER TOP PLATE ^- - FASTEN w/18 -10d " FULL HEIGHT ROD ITEN HD R TIGHT F PLATE QN TITEN HD ROD COUPLER DDS - THD37634RC (3'8"x63/4") 3/811 F�)LL HEIGHT ROD ALTERNATE ATT CHMFNT FOLD OVER TOP PL FASTEN w/1 -8 - LSTA12 FOLDED OVER TOP DOUBLE TOP PLATE PLATE w/5 -10d NAILS CONTINUOUS OVER INTO TOP PLATE & 5-10d 6„ HEADER NAILS INTO BEAM. SPACE MAX ®48" O.C. OMIT IF WALL SHEATHING IS INSTALLED 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 BB TO PORCH HEADER. TYPICAL PORCH BEAM CONNECTION cn � IF TRUSS REACTION EXCEEDS 23001bs PROVIDE CRIPPLE STUDS DIRECTLY BENEATH TRUSS 2-SIMPSON H2.5T.,.-� STRAP KING POST TO POST BELOW WITH 2-CS16 STRAPS WHEN FULL HEIGHT ANCHORS ARE NOT USED STRAP KING F POST BELOW WITH STRAPS WHEN FULL HLIUH I ANCHORS ARE NOT USED STUD WALL FRAMING w/ 2x SOLID BLOCKING 8d COMMON WIRE NAILS _ AT SHEATHING EDGE E TO BLOCKING ® 3" O.C. \ LT=_------------ ROOF ___� _�_= ROOF TRUSS 1 OR JOIST FOR PRP NDICU AR TRUSS CONNECTION CONTINUOUS 2x6 SYP#2 SEE DETAIL B ABOVE LEDGER FASTEN WITH 5-0.131x3" EA. STUD. PARALLEL TRUSS DETAIL A WALL ADJ. TO ROOF CONNECTION SEE CONSTRUCTION SPECIFICATIONS FOR ROOF AND WALL SHEATHING AND STUD FRAMING, HEADER DOWN CONNECTION CONNECTION CALL OUT WALL SHEATHING STUD WALL FRAMING H2.5T 0 32" O.C. TOP & BOT B 8d COMMON WIRE NAILS T11� w/ 2x SOLID BLOCKING (1)MSTA24 STRAPS D TO BLOCKING ® 3" O.C. II \ AT SHEATHING EDGE 6" TO BACKSIDE OF WEB. 36" LONG STUD DBL. TOP MAX4 NOTCH HEADER i j� PLATE BELOW TOP PLATE 2x4 BLOCKING NAILS 26-10d COMONS FRONT SIDE OF WEBS. BETWEEN EA. / I� SIMPSON DTT2Z II TRUSS. ATTACH AT EACH WALL CONTINUOUS LATERAL BRACING, SEE TRUSS SHOP DRAWING FOR QTY. AND w/8- Y4"x1Y2" - PORCH STUD w/ 3-16 NAILS AT EA. SDS SCREWS II 8 -GUN NAILS . °i HEADER, FRAMING INTERSECTION. (MIN. OF I I Oe SEE PLAN. 6-16d BETWEEN EACH TRUSS) ROD EPDXIEDi FULL HEIGHT ji AS SHOWN. AN OR DTT2Z HOLD DOWN AT MIN. (2)2x4 WOOD PERPENDICULAR TRUSS BASE OF POST BELOW. & (1) ADJ. DETAIL B OPTION A TO PORCH HEADER. WALL SHEATHING-\ LSTA12 FOLDED OVER TOP DOUBLE TOP PLATE PLATE w/5 -10d NAILS CONTINUOUS OVER INTO TOP PLATE & 5-10d 6„ HEADER NAILS INTO BEAM. SPACE MAX ®48" O.C. OMIT IF WALL SHEATHING IS INSTALLED 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 BB TO PORCH HEADER. TYPICAL PORCH BEAM CONNECTION cn � IF TRUSS REACTION EXCEEDS 23001bs PROVIDE CRIPPLE STUDS DIRECTLY BENEATH TRUSS 2-SIMPSON H2.5T.,.-� STRAP KING POST TO POST BELOW WITH 2-CS16 STRAPS WHEN FULL HEIGHT ANCHORS ARE NOT USED STRAP KING F POST BELOW WITH STRAPS WHEN FULL HLIUH I ANCHORS ARE NOT USED STUD WALL FRAMING w/ 2x SOLID BLOCKING 8d COMMON WIRE NAILS _ AT SHEATHING EDGE E TO BLOCKING ® 3" O.C. \ LT=_------------ ROOF ___� _�_= ROOF TRUSS 1 OR JOIST FOR PRP NDICU AR TRUSS CONNECTION CONTINUOUS 2x6 SYP#2 SEE DETAIL B ABOVE LEDGER FASTEN WITH 5-0.131x3" EA. STUD. PARALLEL TRUSS DETAIL A WALL ADJ. TO ROOF CONNECTION SEE CONSTRUCTION SPECIFICATIONS FOR ROOF AND WALL SHEATHING AND STUD FRAMING, 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 Y11J UL I NIL ONLY APPLIES WHEN NOTED ON PLAN MULTIPLE BRACED TRIISSFS Ae INnlr ATPn LAI TAI ICC CDC ICl/ ATlnl U MINIMUM 2 PLY U MINIMUM STUD 2 PLY STUD AT 2ND STORY STUDS PROVIDE 1 CS18 STRAPS AT BASE OF STUDS _ (FLOOR TO FLOOR) SIMPSON DTT2Z w/8- Y4"xl}2" HTT5 SDS SCREWS ALTERNATE FOR ALTERNATE FOR 3/$" FULL HEIGHT ROD 5/8" FULL HEIGHT ROD ,4 FULL HEIGHT THREADED ROD so.t ALTERNATE PERMANENT TRUSS BRACING CONNECTION CALL OUT MIN 2 PLY STUD (1)DIAGONAL BRACE PER LS18 ® 32" O.C. IN LIEU OF 2 STUDS SEE PLAN C (4) TRUSSES APPLIED D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) TO SISTER A (2)MTS12 TO BACKSIDE OF WEB. 36" LONG STUD STUD EN w/12- SIMPSON HTT5 OR �j j� BRACING APPLIED TO HDU5. FASTEN I . II NAILS 26-10d COMONS FRONT SIDE OF WEBS. I� SIMPSON DTT2Z II CONTINUOUS LATERAL BRACING, SEE TRUSS SHOP DRAWING FOR QTY. AND w/8- Y4"x1Y2" II II 11 SDS SCREWS II LOCATION. IF MORE THAN (1) LATERAL II 1 II Y2" THREADED ROD I I I I I THREADED BRACE IS NEEDED, OVERLAP BRACE Ij ROD EPDXIEDi o °° Yx6" TITEN HD ji AS SHOWN. U MINIMUM 2 PLY U MINIMUM STUD 2 PLY STUD AT 2ND STORY STUDS PROVIDE 1 CS18 STRAPS AT BASE OF STUDS _ (FLOOR TO FLOOR) SIMPSON DTT2Z w/8- Y4"xl}2" HTT5 SDS SCREWS ALTERNATE FOR ALTERNATE FOR 3/$" FULL HEIGHT ROD 5/8" FULL HEIGHT ROD ,4 FULL HEIGHT THREADED ROD so.t ALTERNATE PERMANENT TRUSS BRACING HTT5 or HDU5 pTT2ZTL T206 15 HOLD DOWN ATTACHMENT DETAIL HEADER UP CONNECTION CONNECTION CALL OUT MIN 2 PLY STUD A LS18 ® 32" O.C. IN LIEU OF 2 STUDS SEE PLAN C ITS ACCEPTABLE D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) TO SISTER A (2)MTS12 MIN 2 PLY 36" LONG STUD STUD EN w/12- SIMPSON HTT5 OR �j j� 11 UN HDU5. FASTEN I . II NAILS 26-10d COMONS I� SIMPSON DTT2Z II 1 w/8- Y4"x1Y2" II II 11 SDS SCREWS II II . II 1 II Y2" THREADED ROD I I I I I THREADED EPDXIED 4" MIN OR Ij ROD EPDXIEDi o °° Yx6" TITEN HD ji 7.5" MIN HTT5 or HDU5 pTT2ZTL T206 15 HOLD DOWN ATTACHMENT DETAIL HEADER UP CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A LS18 ® 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 T -BRACE FASTENED TOII I°I WEB w/ 12d @ 6"O.C. T -BRACE TO BE THE°I SAME SIZE, SPECIES, I AND GRADE AS WEB TO BE BRACED. I°I 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. (JON) 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 `36" LONG STUD GIRDER TRUSS FASTEN w/12- OR BEAM 0.131x3" GUN NAILS (2)MTS12 (2)MTS12- SIMPSON FULL HEIGHT LTT20B THREADED ROD (2)H2.5T \\-(2)H2.5T WITHIN 6" OF MINIMUM GIRDER (SEE PLAN) 2 PLY AT 2ND STORY Y2" THREADED ROD STUD STUDS PROVIDE EPDXIED 4" MIN OR 2 CS18 STRAPS Yx6" TITEN HD AT BASE OF STUDS (FLOOR TO FLOOR) MINIMUM 2 PLY HOLD DOWN EE PLA STUD 3/8" ROD = RTT2Z �5/,�" ROD = Q15 BUILT-UP POST, BUILT-UP POST,- - [ "y SEE PLAN. SEE PLAN. '�✓� LLJ OPTION 1 OPTION 2 FULL HEIGHT TR CONVENTIONAL L_ 0 WHEN 16 GIRDER /BEAM STRAPPING 6j„� THIS DETAIL ONLY APPLIES WHEN NOTED ON F_AN Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 I'h.242-0908 Fax.241-9557 F L: CA # 8344 SC: CA# 3579 ````, �`''�c� A • F' ON��''' T� E NSA /CO No. 3 STA OF Luis A. Pontigo, I'E FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAK: I& ANY STRUCTURAL FIELD MODIFIUATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. TYPICAL FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R FKIG AN NAME RIA - CLASSIC RAWN/CHECKED / LAP DATE 07.23.2018 SCALE. AS NOTED LPA No. TOLL -18-00022 CONTROL No. 4561 SHEET So.] SHEET 2 OF g Q OVERLAP SIDEWALL OVERLAP SIDEWALL TOP PLATE TOP PLATE OVERLAP SIDEWALL ALWAYS PLACE TOP PLATE ALWAYS PLACE HEADER AT HEADER AT TOP OF ROUGH TOP OF ROUGH OPENING OPENING GARAGE 5/e"0 THREADED ROD HEADER - __. . . ___ ____ w/3x3x'/4" PLATE (2)20ga STRAPS . . . . . . ALWAYS PLACE GOAL POST. FASTEN TO STUD (2)20ga STRAPS HEADER TO JACK HEADER AT HEADER TO JACK HTT5 W/ HTT5 w/ PACK WITH 2 -ROWS OF 16d 1z^ 5/8" THREADED ROD TOP OF ROUGH � � �" THREADED ROD - RING SHANK NAILS © 12" O.C. EPDXIED 12" MAX - - EPDXIED 12" Lou P o n t i 3 o a n d (2)20ga STRAPS OPENING Associates, Inc. HEADER TO JACK ATTACH GARAGE DOOR THRU EXTEND HEADER TO UPRIGHT BUCK DIRECTLY INTO EXTEND HEADER TO FAR SIDE OF WALL 2 2 2 2x4 BLOCKING (2)2x6 KING STUDS HTT5 W/ FAR SIDE OF WALL 2 2 2 / 4-0.131x3" TOE NAILS (2 EA. SIDE) 420 Osceola Avenue STUD PACK, PER GARAGE DOOR (2)2x6 2 2x' SPF 6x6 POST AS SHOWN. 2 AS SHOWN. o o H3 0 EA. 2x4 OUTLOOKER (2)2x6 JACK STUDS �" THREADED ROD SUPPLIER () # ❑ � EPDXIED 12" JACKS j 6 6 6X PLACE GAB ND TR 14 OUTLOOKER AT 24" O.C. NOTE O �aX. Beach, Florida 32250 AND (1) 6 6 6 6 6 4'-0"x4'-0" PIECE OF WALL TO THE INT. FACE OF Ph. 242-0908 Fax. 241-9557 ° - KING. 4'-O"x4'-0" PIECE OF WALL SHEATING INSTALL AT UPPER tR00F BALLOON FRAMED WALL FL: CA # 8344 SC: CA# 3579 HTT5 w/ SHEATING INSTALL AT UPPER HTT5 w/ (2)2x6 CORNER 1" BELOW GARAGE HEADER STUD SPACING, SEE SHEATHING AND FASTEN TRUSS TOP (2)2x /8" THREADED ROD DETAIL A FRAMING PLAN AND BOTTOM CHORDS TO 2 2x STUD CORNER s CORNER 1" BELOW GARAGE HEADER %" THREADED ROD JACKS / ON EXTERIOR STUD (TRIMED AS SCHEDULE. BALLOON FRAMED WALL ° � ° � ON EXTERIOR STUD TRIMED AS DETAIL A AND 1 LG 5-12d TOE EPDXIED 12" ❑ i EPDXIED 12" () SHOWN 6 6 6 6 6 � P.T. SOLE PLATE / I SHOWN) KING. ) STUDS T A. STUD. 2x4 BLOCKING AT NAILS EACH NAILS AT EA. STUD. 48" O.C. BETWEEN TRUSS �J FASTEN SHEATING TO HEADER w/ 8d COMMON g GALV. BOX NAILS GABLE AND FIRST "". """ GARAGE SOLE PLATE HTT5 w/ FASTtTt4I_N SHEATING TO HEADER w/ 8d COMMON QR GALV. BOX NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING INTERIOR TRUSS. r� P HTT5 w/ FASTEN GABLE END Gj r.....0. T FLOOR ANCHOR 5/e THREADED ROD 5/e" THREADED ROD ( 3' GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING (STUDS, BLOCKING &SILLS) TYP. \ / EPDXIED 12" (STUDS, BLOCKING & SILLS) TYP. TRUSS w/ FULL HT. J . '' EN C SOLE PLATE EPDXIED 12" n ANCHOR AEAD END �\G s� 0 ANCHOR GARAGE WING WALL SECTION a DOU LE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS A NIL TO r THICKENED SLAB EDGE AT GARAGE OPENING. s 6x6 POST WITH ABU66 NOTES: _ _ Ie THREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN w/ 5/6" THREADED ROD p So STUDS) DRILLED AND EPDXIED w/ 12" EMBEDMENT & 3x3x /4" WASHER. EPDXIED 12" MIN. -�Q N 1. ALWAYS PLACE GAR GE HEADER AT TOP OF ROUGH OPENING. �rGARAGE WING WALL ELEVATION ,, '0 CONVENTIONAL SWI ANCHOR PER SCHEDULE. NO FULL HEIGHT ANCHOR REQUIRED. Luis A. P o n t l g o, P L FL PE#53311 MEN 1 GARAGE HEADER FRAMING 2 GARAGE PORTAL WING WALL 3 GARAGE WING WALL FRAMING LESS THAN 12" REVISIONS DATE WHEN �� 4 BALLOON FRAMED GABLE END OTED S0.2 OTED SO.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN OTED S0.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0. SPLICE 2x6 x 4'-6" P.T. SYP NO.2 EXPOSED RAFTER TAIL TO EACH ROOF PORCH BEAM SUPPORT POST TRUSS 0 24" O.C. JACK STUD JACK STUD IF 4x4 IS SPECIFIED ON PLAN, AT DOOR AT DOOR MIN. (2)2x4 PT SYP #2 USE (2)2x4 SPF#2 SUPPORT. BLOCKING/CLOSURE FASTEN 24" MAX. IF 6x6 IS SPECIFIED ON PLAN, WALL 3• w/ 3-12d TOE NAILS. RIP USE (3)2x4 SPF#2 SUPPORT. SHEATHING `O• DOWN TO REQUIRED DEPTH RATED WALL SHEATHING w/ 12" MIN. PRE-ENGINEERED �' FIELD ALTERATION WOOD ROOF TRUSSES. Ya x3Y2 8d 0 6' O.C. EDGE & FIELD. _=__=_-- ATTACH PORCH BEAM TO CS18 w 7-10dx1Y2" 12d COMMON \ CONTRACTOR SHALL CONTACT LOU PLAN VIEW TAPCON PLAN VIEW SIMPSON LTT20B / MAKING ANY STRUCTURAL FIELD SCREW RECESSED IN SLAB - SUPPORT POST w 2 HTS20. \ P MAKING & ASSOCIATES PRIOR TO / ( ) EACH END ®48" WIRE NAILS w/Y2' THREADED II I; O.C. STRAP CAN BE ® 4' O.C. �\ c MODIFICATIONSWIiICHMAYVARY ROD EPDXIED 4" SOLE PLATE^ �I ATTACH SUPPORT POST TO STAGGERED FROM THE INTENT of THE ORIGINAL INSTALLED EITHER II FOUNDATION WITH HTT4 FACE OF STUD � ''� ANCHOR _ CS18 w/7-1 Odx1Y2" CONSTRUCTION DOCUMENTS. ANY w/ 5/a "0x6" EMBED EPDXY ROD. U.O.N. � EACH END ®48" FIELD ALTERNATIONS MADE PRIOR TO SYP#2 PT SOLE PLATE _--- - O.C. STRAP CAN BE BEING APPROVED BY LOU PON -FIGO 8 INSTALLED EITHER CONC. CONC. ATES MAY RESULT IN BOX COLUMN I FACE OF STUD UPLIFT ADDITIONAL ASSOClsPEc ENGINEERING OR SLAB �� SLAB I � I CONNECTOR MAY BE USED IN LIEU OF 4x4 OR 6x6. FLOOR FLOOR 8d ®3 FLOOR WATER PROOFING AT TRUSSES TRUSSES TRUSSES ELEVATION VIEW ELEVATION VIEW LOWER PORTION OF OR JOIST. OR JOIST. OR JOIST. DOUBLE BOX COLUMN BY BUILDER � TOP PLATE IF PT MATERIAL IS NOT USED. I V-4" SEE OPTION A OPTION B OPTION B BEAMP OPTION A 1 STRAPPING OVERLAP LAN 7 Z SHEATHING OPTION C 5 FRONT ENTRY AMB FADROPPED BEAM U WHEN R ) FASTENING 6 BOX COLUMN DETAIL ,N,IEN 7 WALL STRAPPING OVER�BEM 0 8 RAFTER TAIL DETIAL OTED S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0. OTED S0. THIS DETAIL ONLY APPLIES WHEN NOTPLAN U S0. ( n V ^/ a KING STUD TO TOP PLATE: 09.1 1� SDWC15600 SCREW. ii....�� H2.5T TOP & ANCHOR U PER PLAN. STUD TO TOP PLATE: BOTTOM ® Z SDWC15600 SCREW. 32" O.C. CRIPPLE ® 32" O.C. STUD f "� STUD TO TOP PLATE: STUD TO TOP PLATE: o n SDWC15600 SCREW. SDWC15600 SCREW. GARAGE HEADER, GARAGE HEADER, O Z ii ii ® 32" O.C. ®32" O.C. SEE PLAN SEE PLAN STUDS TO TOP PLATE STUD To BOT PLATE: .I BOT PLATE TO TRUSS SDWC15600 SCREW. Q o W HE ADER TO Ya"x3Y1" LAG SCREW- ®32" O.C. 1-MSTA24 WITH ROUND WASHER AT EACH FLOOR TRUSS it (2)MSTA24 (2)MSTA24 o u BOT PLATE TO FRAMING BOT PLATE TO FRAMING BELOW CS180 32" O.C. BELOW CS180 32" O.C. ALWAYS PLACE O M STUD TO BOT PLATE: HEADER AT ii ii w BOT PLATE TO TRUSS TRUSSES PERPENDICULAR TO WALL ABOVE SDWC15600 SCREW. TOP OF ROUGH 1 Ya"x3Jz" LAG SCREW- ®32" O.C. OPENING JACKS AND KING r� M WITH ROUND WASHER STUDS PER PLAN. w 24" O.C. SOLE PLATE ANCHOR- , �; ,� P.T. SOLE PLATE THICKENED SLAB EDGE AT GARAGE OPENING. O O U TRUSS OR BEAM PARALLEL TO WALL ABOVE MEN g WALL STRAPPING DETAILS 10 WALL STRAPPING DETAILS 11 WALL STRAPPING DETAIL 12 GARAGE CENTER WALL FRAMING OTED S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN OTED S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN!TED S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN Sp 2 SCALE: 3/4" = 1'-0" MISC FRAMING DETAILS WALL SHEATHING 2ND FLOOR WALL STUDS. SET ON DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS- IF A DIMENSION IS DOUBLE TOP PLATE UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE EO.R PRE-ENGINEERED ['LAN NAME WOOD ROOF TRUSSES. 2x6 BLOCKING BETWEEN EA. TRUSS ANNA MARIA - CLASSIC DESIGN/DRAWN/CHECKED JWA / KIG /LAP DATE - 07SCALE 18 13 DETAIL p"1i SCALE S1 GAS NOTED LPA No. TOLL -18-00022 CONTROL No. t 4561 SHEET S0.2 SHEET 3 OF g Qo Q0 FOOTING SCHEDULE AND NOTES TYPE LENGTH DESIGNATES SAWCUT LINE 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'-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. I 2. FTGS. & PND. 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. [-I 58'-8" 6'-5" 1 16'-0" 2'-0" 8'-0" 2'-0' 7 ri-F-�__1 5'-0" 2'-0 I- - - - - - - - - - - - - - - - - - - 2' - 4" FOUNDATION PLAN SCALE: 1/4" = 1'-0" S1.01 48' - 4" 6'-0" IL' -0' �!)YMbIJLS LLVLNU ----- DESIGNATES FOOTING LINE - DESIGNATES SAWCUT LINE I INTERIOR LOAD BEARING WALL DESIGNATES SLAB RECESS I F F2.0 3 108 F3.0 10B -I I S1.01 S1.01 S1.01 3 S1.01 II I I ( S1.01 I I -N I �D I- SAWCUT I - - - - _ - --- - - - - N I 3 U U 51.01 I cn � F2p.0 � v �TAIRS BY I I 3 \ 8 S1.01 I I g Ln I S1.01 S1.o1 F3.0 -� - - - - - - I MONO FOOTING TO 8 STEMWALL w/ I I S1.01 2-#5x30" DOWELS 6 24x24 MASONRY PIER 10 001 EPDXIED 6" MIN. I S1.01 TO SUPPORT POST ABOVE. _ I S1.01 (TYP.) REINFORCE w/ (1)#5 EA. CORNER -- _ _- 9 ' N I I 11'-10" ( I 00 -- 51.01 I, - J ( MONO FOOTING TO C_-_-__ --_-_-_-__ -_ L- - II �_I I I PROVIDE 2-#4x4'-0" I 9 S1.01 STEMWALL w 2- 5x30" - -- .-= / #-��„ _ ___ JI ^r CORNER CRACK BARS F3.0 ;- DOWELS EPDXIED 6" MIN. --- I I PAVERS ' I AT SLAB MID -DEPTH. [BY - o I _ _ _ _ \ OTHERS I N (TYP.) I \�I I L- o J ------ PROVIDE SAW CUTS PER 4" CONCRETE SLAB w/ �- __ _ ' L 5/S1.01, BUILDER TO FIBERMESH © 1.5 LBS/CU.YD. - -- - - - � COORDINATE WITH FINISH I' STAIRS BY OF CONCRETE OR 6x6 W1.4xW1.4 6 STAIRS BY 8 -t/ BUILDER I FLOOR MATERIAL. WWF ON 6MIL VAPOR BARRIER 51.01 BUILDER IN PREPARED GRADE. -\,S1.01 lI IA.8 SLIDING GLASS DOOR I S1g01 F� OJ Ln 51.01 FRAMES MUST BE RECESSED SEE ARCHITECTURAL PLANS - I - - 00 00 I� FOR LOCATON OF SLIDING 6 o I GLASS DOORS. 51.01 �PAVERS I BY OTHERS 3'-10' 11'-1"rJ1 7' I F� --- 51.0, -. F - - - y Cn f�I - I/9\ I II -,o„ 1I -_ - i h _ 51.01 I I ISOLATED FOOTING -- --- -) - 1 MONO FOOTING TO _4 7'- 4 "� SEE DETAIL -_.I 6 I STEMWALL w/ 11/S1.01 (TYP.) -__ -_ s1.o1 (- J - - 2-#5x30" DOWELS I L 5'- 8 - -� EPDXIED 6" MIN. 0 i ! -_ -- 6 - I 6 Oil � 7B 6 MONO FOOTING TO S1.01 S1.01 S1.01 i STEMWALL w/ 2-#5x30" DOWELS EPDXIED 6" MIN. I L- - - (TYP.) _ I- I Ln 24x24 MASONRY PIER II I I I TO SUPPORT POST ABOVE. 4 S1601 I I I I� REINFORCE w/ (1)#5 EA. S1.01 CORNER Ln 6,-0>, 4,-2„ I 7'-8„ I _ 1 0 S1.01co I I- - - - - - - - - - - - - - - - - - - 2' - 4" FOUNDATION PLAN SCALE: 1/4" = 1'-0" S1.01 48' - 4" 6'-0" IL' -0' �!)YMbIJLS LLVLNU ----- DESIGNATES FOOTING LINE - DESIGNATES SAWCUT LINE I INTERIOR LOAD BEARING WALL DESIGNATES SLAB RECESS Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 I'h.242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 c� �. v •""GEN�F. G��= No ST 1 OF O° -o Q 0C Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS ANY FIELD ALTERNATIONS .MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. 2 z ULD QLf) � w w � m D U LLJJ z pZa L Q w Q J � 0 0o w � Ln m Oo .j FOUNDATION PLAN DO NOT SCALE [DIMENSIONS FRJIS THESE DRAWINGS. IF A DIMENSIUNCLEAR REFER TO TFEARCHITECTURAL DRAWINGS CONTACT THE E.O.R PLAN NAME ANNA MARIA - CLASSIC DESIGN/DRAWN/CHECKED JWA / KIG /LAP DATE 07.23.2018 SCALE. AS NOTED - LPA No. TOLL -18-00022 CONTROL No. 4561 SHEER 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 1 TO 6 #4 VERT. @ 48"0. 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 FRAN ING AND ANCHORAGE PER CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PROVIDE CORNER BARS (TYP CAL) F-12" HOOK INTO SLAB. MONO SLAB FOOTING AT PORCHES, WHEN SPECIFIED ON PLAN. ON GRADE, �:t!;LAB EE PLAN. }� L /��%y #4 DOW TO MATCH VERT. TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. 1—#5 CONT., PROVIDE 51„ CORNER BARS (TYP.) SEE 7B/S1.01 2 SEE ARCH PLAN \' ,f o1 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, I SEE PLAN. 8" CMU STEM WALL W/__Z #4 VERTICAL DOWELS @ 24" O.C. SLAB ON 90` BEND INTO FTG. GRADE— SEE PLAN 0 I CONTINUOUS CONCRETE • FOOTING 3" CLEAR Q 10"x20" v w/ 2—#5 CONT. ro 4 STEMWALL AT GARAGE 1.01 SCALE: 3/4" = 1'-0" z z X of �< o z IN TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. J, ° I-4 ° 1" J 1 1 �� \ SLAB ON GRADE SEE PAN. ALT. FOOTING AT BUILDERS DISCRETION. #3 @ 48" 0. C. OR ROD CHAIRS (TYP.) 12" w/(2)#5 CONT. '8 MONOLITHIC EDGE FOOTING :1.01 SLAB ON GRADE, / SEE PLAN. 'X,_F SHOWER PAN SLOPES TO DRAIN, SEE ARCH PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. �iX ��_• �/ —STEMWALL, SEE 1 /S1.01 FOOTING W/ SHOWER RECESS (IF REQUIRED) 1" DEEP SAWCUT w/ ELASTOMERIC SEALANT SLAB ON GRADE, SEE PLAN NOTES: 1) PROVIDE SAWCUTS TO CREATE APPROXIMATE 12' X 12' MAX. SQ. 2) SAWCUT CONC. SLAB WITHIN 4 TO 12 HOURS OF CONC. PLACEMENT. PAVER BY BOND BEAM "I"/1—#5 OTHERS Q \ 8" MASONRY :2 \. .� STEM WALL w/ GRADE OR CONC. 1—#4 48" O.C. SLAB, SEE PLAN. /- \ ti} ';!=K` \ 12" THICK x 20" WIDE w/ (2)#5 CONT. PORCH STEM WALL WALL FRAMING TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. 8" CMU OPEN BOTTOM LINTEL BLOCK w/ 1—#5 CONTINUOUS SLAB ON GRADE— SEE PLAN} SLAB ON GRADE, o SEE PLAN. N �I 00 OPTIONAL 8"x16" 1—STORY, w/(2)#5 CONT. 2" FLAIR $''X20" 2—STORY, w/(2)#5 CONT. BEARING AT INTERIOR SOLE PLATE ANCHOR, SEE 3/SO.0 "-�8" CMU STEM WALL W/ #4 VERTICAL DOWELS @ 24" O.C. 90° BEND INTO FTG. ' -�CONTINUOUS CONCRETE FOOTING <3" CLEAR Q J 10"x20" U _ w/ 2—#5 CONT. GARAGE STEM WALL (IF REQUIRED) MATCH DOOR 3/4" RECESS WITH, SEE ARCH. ;L SLAB ON GRADE, SEE PLAN. PAVING BY • BUILDER 12"X12" 1 ##5 CONT. E. J. DETAIL 10B MATERIAL 1 1 SLAB ON IGRADE, \ / SEE PLAN. THICKENED EDGE 8"Xa" w/ 1—#5 CONT, DETAIL 10A THICKENED SLAB STEP, SEE ARCH. 4� (4" MAX.) EQUAL TO SLAB THICKNESS. 7B @ SLAB RECESS WALL FRAMING—\,BRICK VENEER IS ACCEPTABLE WITHOUT INCREASE OF FOOTING SIZE. STEP, SEE ARCH. PLAN SLAB ON GRADE, ::=_00 SEE PLAN. 3" �- 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, L -- SEE PLAN. r ALT. FOOTING AT BUILDERS DISCRETION. 24" 3—#4 HOOKED VERTICALS 8" O.C. 8" 1L i•, 1 l a ° a 'f . a • TYPICAL MONO_ FOOTING NOTES, SEE DETAIL 1/S1.0. °a ° 0 \X Li Lj ISOLATED FOOTING,REINFORCING, SEE PLAN SEE SCHEDULE ISOLATED FOOTING >' CL 0 LU U Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 o R `y STEMWA 03iu - L REINFORCING (SEE _ �- \ SCHEDULE) w/ 6" HOOK INTO 00 y FOOTING LAP VERT REINFORCING N 25" IF 3TEMWALL IS GREATER i' • ' THAN ( ) COURSES. FL P E # 5 3 3 1 1 CONT. CONCRETE FOOTING L 8"d x 16"w 1—STORY, w/(2 #5 CONT. 1_ 10"d x 20"w 12—STORY, w/( )#4 OR (2)#5 CONT. o1 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, I SEE PLAN. 8" CMU STEM WALL W/__Z #4 VERTICAL DOWELS @ 24" O.C. SLAB ON 90` BEND INTO FTG. GRADE— SEE PLAN 0 I CONTINUOUS CONCRETE • FOOTING 3" CLEAR Q 10"x20" v w/ 2—#5 CONT. ro 4 STEMWALL AT GARAGE 1.01 SCALE: 3/4" = 1'-0" z z X of �< o z IN TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. J, ° I-4 ° 1" J 1 1 �� \ SLAB ON GRADE SEE PAN. ALT. FOOTING AT BUILDERS DISCRETION. #3 @ 48" 0. C. OR ROD CHAIRS (TYP.) 12" w/(2)#5 CONT. '8 MONOLITHIC EDGE FOOTING :1.01 SLAB ON GRADE, / SEE PLAN. 'X,_F SHOWER PAN SLOPES TO DRAIN, SEE ARCH PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. �iX ��_• �/ —STEMWALL, SEE 1 /S1.01 FOOTING W/ SHOWER RECESS (IF REQUIRED) 1" DEEP SAWCUT w/ ELASTOMERIC SEALANT SLAB ON GRADE, SEE PLAN NOTES: 1) PROVIDE SAWCUTS TO CREATE APPROXIMATE 12' X 12' MAX. SQ. 2) SAWCUT CONC. SLAB WITHIN 4 TO 12 HOURS OF CONC. PLACEMENT. PAVER BY BOND BEAM "I"/1—#5 OTHERS Q \ 8" MASONRY :2 \. .� STEM WALL w/ GRADE OR CONC. 1—#4 48" O.C. SLAB, SEE PLAN. /- \ ti} ';!=K` \ 12" THICK x 20" WIDE w/ (2)#5 CONT. PORCH STEM WALL WALL FRAMING TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. 8" CMU OPEN BOTTOM LINTEL BLOCK w/ 1—#5 CONTINUOUS SLAB ON GRADE— SEE PLAN} SLAB ON GRADE, o SEE PLAN. N �I 00 OPTIONAL 8"x16" 1—STORY, w/(2)#5 CONT. 2" FLAIR $''X20" 2—STORY, w/(2)#5 CONT. BEARING AT INTERIOR SOLE PLATE ANCHOR, SEE 3/SO.0 "-�8" CMU STEM WALL W/ #4 VERTICAL DOWELS @ 24" O.C. 90° BEND INTO FTG. ' -�CONTINUOUS CONCRETE FOOTING <3" CLEAR Q J 10"x20" U _ w/ 2—#5 CONT. GARAGE STEM WALL (IF REQUIRED) MATCH DOOR 3/4" RECESS WITH, SEE ARCH. ;L SLAB ON GRADE, SEE PLAN. PAVING BY • BUILDER 12"X12" 1 ##5 CONT. E. J. DETAIL 10B MATERIAL 1 1 SLAB ON IGRADE, \ / SEE PLAN. THICKENED EDGE 8"Xa" w/ 1—#5 CONT, DETAIL 10A THICKENED SLAB STEP, SEE ARCH. 4� (4" MAX.) EQUAL TO SLAB THICKNESS. 7B @ SLAB RECESS WALL FRAMING—\,BRICK VENEER IS ACCEPTABLE WITHOUT INCREASE OF FOOTING SIZE. STEP, SEE ARCH. PLAN SLAB ON GRADE, ::=_00 SEE PLAN. 3" �- 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, L -- SEE PLAN. r ALT. FOOTING AT BUILDERS DISCRETION. 24" 3—#4 HOOKED VERTICALS 8" O.C. 8" 1L i•, 1 l a ° a 'f . a • TYPICAL MONO_ FOOTING NOTES, SEE DETAIL 1/S1.0. °a ° 0 \X Li Lj ISOLATED FOOTING,REINFORCING, SEE PLAN SEE SCHEDULE ISOLATED FOOTING >' CL 0 LU U Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 2 z U� Q� (f) w w m D n/ U Lij Q oZa m�� Q J 0 00 LLJ � Ln m 0 � FOUNDATION DETAILS TTSSCALE DIMENSIONS FROM THESE DRAWINGS IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE EO.R PLAN NAME ANNA MARIA - CLASSIC DESIGN/DRAWN/CHECKED JWA / KIG /LAP DATE - - 07.23.2018 SCALE: AS NOTED LPA No. TOLL -18-00022 CONTROL No. 4561 SHEEI S1.01 SHEET 5 OF g No. 3 o ST OF M N .... Luis A. Pontigo, 1'F. FL P E # 5 3 3 1 1 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL F!ELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS ANY FIELD ALTERNATIONS .MADE PRIOR TO BEING APPROVED BY LOU PONTIGO fi ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. 2 z U� Q� (f) w w m D n/ U Lij Q oZa m�� Q J 0 00 LLJ � Ln m 0 � FOUNDATION DETAILS TTSSCALE DIMENSIONS FROM THESE DRAWINGS IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE EO.R PLAN NAME ANNA MARIA - CLASSIC DESIGN/DRAWN/CHECKED JWA / KIG /LAP DATE - - 07.23.2018 SCALE: AS NOTED LPA No. TOLL -18-00022 CONTROL No. 4561 SHEEI S1.01 SHEET 5 OF g (3)2x6 SPF#2 POST. PROVIDE MIN. (2)INTERMEDIATE JACK STUDS. r i - ((2)2x8-2/2) PROVIDE MIN. (2)INTERMEDIATE JACK STUDS. I i O X E 3/SO.1 FOR BEAM CONN. (TYPICAL) (2)2x12 L "I I I I V) STRAP HEADER EA. END w/ MSTA24 STRAP HEADER EA. END w/ (2)MSTA24 SW: 3/6 SEE DETAI 1 /SO.2 SIM. I I I I I I I I ( I L ._ SEE DETAIL SEE DETAIL 12/SO.2 �1 /S0.2. (2) 11.25" LVL -2/3 (2)2x12-2/2 L - GARAGE HEADER GARAGE HEADER I PROVIDE MIN. I �_ (2)INTERMEDIATE I 00 JACK STUDS. x I N TRELLIS BY OTHERS (3)2x6 SPF#2 - - - - - - TRUSS T24 ABOVE - - - - POST. S W: 3/6 N (2)2x6 OSB WALL ---- SPF#2 SHEATHING. (2-)2x8-2 1 POST t -•J fi 1-•J ice`! \rl I ,I I I I 6x6 P.T. SYP#2 P ST w/ABU66. SEE DET IL I - I 2/S0.1. (TYPICAL) SPF#2 STUDS ®1 " O.C. _ (2)2x1219) it - (3)2x6 (2)2x4 SPF#2 SPF#2 to I POST. POST. _J 1 JI 42" O.C. UNLESS OTHER NOTED SHEARWALLS 24" O.C. (SW 811@3"/6") w N I I l _J J SEE NOTE 2 ct O I la i N MIN. I SW: 3/6 SEE DETAI 1 /SO.2 SIM. I I I I I I I I ( I L ._ SEE DETAIL SEE DETAIL 12/SO.2 �1 /S0.2. (2) 11.25" LVL -2/3 (2)2x12-2/2 L - GARAGE HEADER GARAGE HEADER I PROVIDE MIN. I �_ (2)INTERMEDIATE I 00 JACK STUDS. x I N TRELLIS BY OTHERS (3)2x6 SPF#2 - - - - - - TRUSS T24 ABOVE - - - - POST. S W: 3/6 N (2)2x6 OSB WALL ---- SPF#2 SHEATHING. (2-)2x8-2 1 POST t -•J fi 1-•J ice`! \rl I ,I I I I 6x6 P.T. SYP#2 P ST w/ABU66. SEE DET IL I - I 2/S0.1. (TYPICAL) SPF#2 STUDS ®1 " O.C. _ (2)2x1219) it - (3)2x6 (2)2x4 SPF#2 SPF#2 to I POST. POST. wl OI m � I O I m W D c� ml O O J LL_ I (3)2x10-2/1 FASTEN TOP I _- OF WALL PER - - I DETAIL 5/SO.1. WI I > O Al m Q NI O CD w o- w 0 0_ C� ( (4)2x6 POST BELOW POST ABOVE. PROVIDE SQUASH _. BLOCKING IN FLOOR SYSTEM TO POST BELOW. \ I I (2)2x4 GIRDER SPF#2 FG01 POST. ABOVE - - - )(3)2x4 (2)2x12-2/2 SPF#2 POST. BRACE TOP_)" OF WALL PER 1/S0.1, SIM. I, PROVIDE MIN. ( )INTERMEDIATE - JACK STUDS. (2)2x8-1/3 FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" PROVIDE MIN. (2)INTERMEDIATE JACK STUDS. 00 I X N OSB WALL ( �- SHEATHING. (2)2x12-2/2 2x4 SPF#2 STUDS 1 /l ll r% /1 (2)2x12-1 / 7 STRAP HEADER EA. END w/ (2)MSTA24 BRACE TOP OF U WALL PER 1/S1.2 (2)2x6 POST BELOW SW END STUDS SHEARWALL NOTE: SW: 3/6 rW SW: 3/6 DESIGNATES SHEARWALL NAILING - 8d @ 3" EDGE AND 6" "FIELD" SOLE PLATE ANCHORS - SEE SCHEDULE ON ON DETAIL 3/S0.0 SOLE PLATE ANCHOR SPACING SCHD ALL EXTERIOR WALL 42" O.C. UNLESS OTHER NOTED SHEARWALLS 24" O.C. (SW 811@3"/6") w SOLE PLT ® # WHEN NOTED ON PLAN SEE NOTE 2 O I PROVIDE' MIN. I Q (2)INTERMEDIATE o JACK STUDS. oo 0 FASTEN STUDS X, cn TOP & B TTOM w/ SDWC 5600 D- H- I STRAP HEADS EA. END w/ (2)M -A TA24 I cn � I STRAP HEADER EA. tin END w/ (2)MSTA24 (2)2x6-1/1 (2)2x6 SPF#2 POST. wl OI m � I O I m W D c� ml O O J LL_ I (3)2x10-2/1 FASTEN TOP I _- OF WALL PER - - I DETAIL 5/SO.1. WI I > O Al m Q NI O CD w o- w 0 0_ C� ( (4)2x6 POST BELOW POST ABOVE. PROVIDE SQUASH _. BLOCKING IN FLOOR SYSTEM TO POST BELOW. \ I I (2)2x4 GIRDER SPF#2 FG01 POST. ABOVE - - - )(3)2x4 (2)2x12-2/2 SPF#2 POST. BRACE TOP_)" OF WALL PER 1/S0.1, SIM. I, PROVIDE MIN. ( )INTERMEDIATE - JACK STUDS. (2)2x8-1/3 FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" PROVIDE MIN. (2)INTERMEDIATE JACK STUDS. 00 I X N OSB WALL ( �- SHEATHING. (2)2x12-2/2 2x4 SPF#2 STUDS 1 /l ll r% /1 (2)2x12-1 / 7 STRAP HEADER EA. END w/ (2)MSTA24 BRACE TOP OF U WALL PER 1/S1.2 (2)2x6 POST BELOW SW END STUDS SHEARWALL NOTE: SW: 3/6 rW SW: 3/6 DESIGNATES SHEARWALL NAILING - 8d @ 3" EDGE AND 6" "FIELD" SOLE PLATE ANCHORS - SEE SCHEDULE ON ON DETAIL 3/S0.0 SOLE PLATE ANCHOR SPACING SCHD ALL EXTERIOR WALL 42" O.C. UNLESS OTHER NOTED SHEARWALLS 24" O.C. (SW 811@3"/6") SOLE PLT ® # WHEN NOTED ON PLAN SEE NOTE 2 1. INSIALL SOLE PLATE ANCHORS PER DETAIL 3/SO.0 2. ANCHOR SPACING SHALL BE AS NOTED. FOR EXAMPLE - SOLE PLT @ 36" = 36" ON -CENTER SPACING SEE 3/SO.1 FOR BEAM CONN. (TYPICAL) 2)2x12 II 6x6 P.T. SYP#2 POST w/ABU66. SEE DETAIL 2/S0.1. (TYPICAL) SYMBOLS LEGEND DESIGNATES SHEARWALL. rHE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW 3 6 SHEARWALL SHEATHING TO BE APPLIED. 8d @ 8 DESIGNATES 8d COMMONS 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (22x8-1 /2 OF PLY'S & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. BEAM OR TRUSS, SEE PLAN ANCHOR LEGEND X 3/g" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 X5 s/s A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 3/g" A307 DIAMETER THREADED 0 ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 5/8"ADIAMETER THREADED RO TER ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 A SIMPSON HTT5 SEE DETAIL 15/S0.1 • 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 -I 2x4 SPF#2 0 16" O.C. MAX EXTERIOR 10'-1 2x6 SPF#2 ® 16" O.C. or MAX 2x4 SPF#2 © 12" O.C. EXTERIOR 10'-1 TO 2x6 SPF#2 ® 16" O.C. 14'-0" INTERIOR 10' - 0"MAX 2x4 SPF#2 0 16" O.C. INTERIOR 12'-0" 2x6 SPF#2 0 16" O.C. or MAX 2x4 SPF#2 5 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.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/S0.1 FOR SHEATHING SPLICE LOCATIONS FOR MULTI STORY CONDITIONS 2. SEE SHEET 50.0 FOR WALL SHEATHING SPECIFICATIONS. 3. UPPER MOST TOP PLATE SUPPORTING ROOF MEMBERS SHALL BE STRAPPED AS SHOWN IN DETAIL 1 /SC.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 6/50.0 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/50.1 7. AT PORCHES, SEE DETAIL 2/S0.1 FOR FRAMING AND HOLD DOWNS CS18 STRAPPING DETAIL CS18 STRAP w/ 10" END LENGTH. FASTEN ITHIS END w/ 9-10d. o= WALL FRAMING-/ w 0 W wi NO NAILS REQUIRED FLOOR IiI IN CLEAR SPAN TRUSSES �, OR JOIST. 0 Z WALL FRAMING Uj z C, J I CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 I'h.242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 • ``1 `\`�11111111111II J/'1 p"...PONT,,,, No. 533 STAT OF '�0,�,•••'c� ISP.•••0``' N Luis A. Pontigo, PE FL PE.#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS_ ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. 2 z U(3 QLf) Lf) W w n/LLiU LLJJ T � z 0 i m�� J Q C) J w 0 00 z ~ Lin m Oo FIRST FLOOR FRAMING PLAN DO NOT SCALE DIMENSIONS FRAM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO TFE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME ANNA MARIA -CLASSIC DESIGN/DRAWN/CHECKED JWA / KIG /LAP DATE 07.23.2018 SCALE AS NOTED LPA No. TOLL -18-00022 CONTROL No. 4561 SHEER -- S1.1 SHEET 6 OF g PORCH CEILING SHEATHING AT BOTTOM CHORD OF TRUSS SEE 2/S0.1. RAFTER TAILS, SI -E DETAIL 8/S0.2 RAFTER TAILS, SEE DETAIL 8/SO.2 RAFTER TAILS, SEE DETAIL 8/SO.2 - 8 1 S0.2 � 1 SO.1 LL 0 2 So.1 RAFTER TAILS, SEE DETAIL 8/SO.2 `01 /.I SV I Vol J07 J07 J07 N N N 8 SO.2 CD F- I F- FC14 C14 C14 - N _ N F- N F- N H- I , I I I I co (D tl- No. 53 _ * 8 SO.2 CD F- I F- FC14 C14 C14 - V05 VO4 - - N a N C C a a N NN N N N N N N N N N N N NU) co co to N > > > > > > > > > > > > > > > > > T24 (2)HTS16 (2)HTS16 SHEATH WALL CONT. THRU 8 _ LOW ROOF TO 1ST LEVEL BOTTOM PLATE OVERLAP 1,SO .2 CD cD CD CD CD co (D tl- No. 53 _ * 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET 50.0. r o0 ' ST TE OF o ° DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. TRUSS F- F- F- F- F -F STUD DIRECTLY BELOW TRUSS TOP PLATE TO - V05 VO4 - - N a N C C a a N NN N N N N N N N N N N N NU) co co to N > > > > > > > > > > > > > > > > > T24 (2)HTS16 (2)HTS16 SHEATH WALL CONT. THRU 8 _ LOW ROOF TO 1ST LEVEL BOTTOM PLATE OVERLAP 1,SO .2 - ^------ SEE DETAIL 8/S0.2 PROPOSED LOCA ION FOR STRONG BACKS INSTALL PER TRUSS ENGINEERING !._ j I -_ T'r S16 o — II II j - li - I II II �II I A � SH -ATH WALL CONT. THRU �I `LON ROOF TO 1ST LEVEL FRAME UPPE LEVEL STUDS B TTOM PLATE. OVERLAP CONT. FROM ST LEVEL TOP FL OR SYSTEM 12" MIN. PLATE TO 2ND LEVEL TOP % I PLATE. DO NOT FRAME KNEEWALL I A I (o I U LO AT FLOOR SYSTEM ELEVATION. _ I I !-- PROPOSED LOCATION FOR _ I _ I STRONG BACKS INSTALL A PER TRUSS ENGINEERING 1 I I H S1 I I I 2)H�S16 PORCH CEILING SHEATHING AT BOTTOM CHORD OF TRUSS SEE 2/S0.1. 2 RAFTER TAILS, - 50.1 SEE DETAIL 8/SO.2 THD26-2'- G 1 J13 — < \ JUS24 - - - r- - - C T12 CD 2)HTS16�; TRUSS TO TOP PLATE w/ SDWC15600 :11 _ 2 6 BLOCKING BELOW W L. FASTEN EA END w/ ( )10d TOE -NAILS (TYP.) J05 (2)HTS16 RAFTER TAILS, SEE DETAIL 8/SO.2 Roof Truss SYSTEM 12" MIN. RAFTER TAILS,SEE DETAIL ----------- 8/SO.2 SHEATH WALL CONT. TO 1ST LEVEL FLOOR I I - - - - - - - ---------------- USP L USP JUS24 27 THD26 10 FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET 50.0. No. 53 _ * 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET 50.0. r o0 ' ST TE OF o ° DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. TRUSS FASTENING DETAILS m a � m ZZ!"! Zjz O O 00 000 C p0 \\ O STUD DIRECTLY BELOW TRUSS TOP PLATE TO SDWC15600 STUD SDWC15600 TRUSS TIE DOWN WITH SIMPSON SDWC Rafter to Top Plate shown Truss to Top Plate similar Optimal 22Y2' 10• 0• ! ' �� '' 'll! BOTTOM PLT CUT HOLE IN 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 \o o \om\ `o aopeooaoo \rte o� STUD NOT DIRECTL BELOW TRUSS SDWC15600 Note: Reference detail 2a for installation angle limit SDWC INSTALLATION Rafter to Top Plate shown SHEATHING FOR TRUSS BOTTOM I BELOW TRUSS ®Do not install SDWC in hatched area SDWC15600 FIELD ALTERNATIONS .MADE PR OR TO Overhang 1 1/2" MIN 2" MAX SDWC INSTALLATION RANGE Rafter or Truss minimum edge distance for full values (with or Splice may be in upper or without a plate lower plate splice) j iij�j; �L� CHORD BEARING. for full values STUD NOT DIRECTL BELOW TRUSS I I I� `21 1 --- 0 0 00 LLLL CD CD LL O CD 0 0 0 _ 7 o } 0 0 0 0 U') I �� 2 LL LL LL LL LL LL 0ILL LL LL LL LL LL LL LL LL T20 1111 I RAFTER TAILS, - ^------ SEE DETAIL 8/S0.2 PROPOSED LOCA ION FOR STRONG BACKS INSTALL PER TRUSS ENGINEERING !._ j I -_ T'r S16 o — II II j - li - I II II �II I A � SH -ATH WALL CONT. THRU �I `LON ROOF TO 1ST LEVEL FRAME UPPE LEVEL STUDS B TTOM PLATE. OVERLAP CONT. FROM ST LEVEL TOP FL OR SYSTEM 12" MIN. PLATE TO 2ND LEVEL TOP % I PLATE. DO NOT FRAME KNEEWALL I A I (o I U LO AT FLOOR SYSTEM ELEVATION. _ I I !-- PROPOSED LOCATION FOR _ I _ I STRONG BACKS INSTALL A PER TRUSS ENGINEERING 1 I I H S1 I I I 2)H�S16 PORCH CEILING SHEATHING AT BOTTOM CHORD OF TRUSS SEE 2/S0.1. 2 RAFTER TAILS, - 50.1 SEE DETAIL 8/SO.2 THD26-2'- G 1 J13 — < \ JUS24 - - - r- - - C T12 CD 2)HTS16�; TRUSS TO TOP PLATE w/ SDWC15600 :11 _ 2 6 BLOCKING BELOW W L. FASTEN EA END w/ ( )10d TOE -NAILS (TYP.) J05 (2)HTS16 RAFTER TAILS, SEE DETAIL 8/SO.2 Roof Truss Connector List Manuf Product Qty USP L USP JUS24 27 THD26 10 i F i FRAME UPPER LEVEL STUDS CONT. FROM 1ST LEVEL TOP PLATE TO 2ND LEVEL TOP PLATE. DO NOT FRAME KNEEWALL AT FLOOR SYSTEM ELEVATION. (2)HTS16 DIAGONAL -- BRACES PER 1/S1.2 RAFT ---R TAILS, S0.1 SEE DETAI 8/S0.2 SO.2 Floor Truss Connector List Manuf Product Qty USP THD26-2 1 USP THD46 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" = 1'-0" CONT. WALL - SHEATHING. 2ND LVL FLR ELEV FRAME UPPER LEVEL - STUDS CONT. TO 2ND LEVEL TOP PLATE. SECTION 2x6 LEDGER INSTALLED OVER SHEATHING w/ 5-10d © 16" O.C. 2x4 BRACE. FASTEN EA. END w/ (4)10d FACE NAILS. ROOF DECK TO BLOCKING w/ 8d COMMON @ 3" O.C. ROOF TRUSS 2x4 BLOCKING © 48" O.C. FASTEN EA. END w/ SDWC15600 SCREW INSTALLED SIMILAR TO TOE -NAIL APPLICATION. SYMBOLS SDWC AT TOP PLATE SPLICE L,A- LU Lou Pontigo and Associates, Inc. 420 Osceola Avenue fax. Beach, Florida 32250 I'h.242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 11rhNhh h LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET 50.0. No. 53 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1 )SDWC CONNECTOR. * 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET 50.0. r o0 ' ST TE OF o 4. WHEN USING (2)H2.5T CLIPS ON 1'/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. TRUSS FASTENING DETAILS m a � m ZZ!"! Zjz O O 00 000 C p0 \\ O STUD DIRECTLY BELOW TRUSS TOP PLATE TO SDWC15600 STUD SDWC15600 TRUSS TIE DOWN WITH SIMPSON SDWC Rafter to Top Plate shown Truss to Top Plate similar Optimal 22Y2' 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 \o o \om\ `o aopeooaoo \rte o� 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) max STUD NOT DIRECTL 1`Z BELOW TRUSS ®Do not install SDWC in hatched area SDWC15600 FIELD ALTERNATIONS .MADE PR OR TO Overhang 1 1/2" MIN 2" MAX SDWC INSTALLATION RANGE Rafter or Truss minimum edge distance for full values (with or Splice may be in upper or without a plate lower plate splice) Yr' from top plate splice Offset for full values STUD NOT DIRECTL BELOW TRUSS SDWC AT TOP PLATE SPLICE L,A- LU Lou Pontigo and Associates, Inc. 420 Osceola Avenue fax. Beach, Florida 32250 I'h.242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 11rhNhh h ,,^\q�a`piti7.1 hq qr �l r No. 53 r * r o0 ' ST TE OF o OR�pP. /ONAL ENG\`'` 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 PR OR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. T z U :7 W Un w m D LIJ U 7 p Z a n/ m�� J Q O J w 0 00 ~ U,0) m 0 0 FLOOR AND ROOF TRUSS PLACEMENT PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS- IF A gMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE EO.R PLAN NAME ANNA MARIA - CLASSIC DESIGN/DRAWN/CHECKED JWA / KIG /LAP DATE 07.23.2018 SCALE AS NOTED LPA No. TOLL -18-00022 CONTROL No. 4561 SHEET S1.2 SHEET 7 OF 9 SHEATH WA L CONT. THRU LOW ROOF TO 1ST LEVEL_ BOTTOM P ATE. OVERLAP FLOOR SYSTEM 12" MIN. (2)2x6 SPF#2 P ST. STRAP TO B LOW w/ CS18. SHEATH WALL CONT. THRU LOW ROOF TO 1 ST LEVEL BOTTOM PLATE. OVERLAP RLAP FLOOR SYSTEM 12' MIN. C) (2)2x6-1 /1 (2)2x6-1 /1 --- ---- (3)2x10-2/1 - - - - - - - - - - - - - - -CS18 4 I I STRAP HEADER CS18- STRAP HEADER S0.1 � PER 7/S0.1 \ PER 7/S0.1 j o N TRUSS T33 ABOVE l< i T 4__ 00 �-- -- -- -- -- -- -- ---y I X I I X N � ^ PROVIDE MIN. (2)INTERMEDIATE JACK N STUDS. HEADER TO JACKS w/ cCf)r1 CS18 r MSTA24. JACKS TO BELOW w/ CS18 _T I - CS18 I iI cls' -CS18 � I -CS18 --..._. 00 X N .� IIjCS1 8 \� �_ I -CS18 I 00 X N -CS18 � II -CS18 T 00 X N CS18 @ BOTTOM OF STUD WHERE NOTED. SEE DETAIL AT BOTTOM RIGHT OF PAGE. - - - - TRUSS T41 ABOVE - - j I cii m I i � i I ~ (l CS18 STRAP WALL PER 11/S0.2 D- Li a_ :E J (n <N 0 (n Q (2)2x6 SPF#2 POST. STRAP TO BELOW, w/ CS18. i -CS18 PROVIDE MIN. (2)INTERMEDIATE JACKI i STUDS. FASTEN TOP & I cX BOTTOM w/ SDWC15600 C`4 OPEN TO (3)2x6 I BELOW -CS18 SPF#2 SHEATH WALL CONT. THRU LOW ROOF TO 1ST LEVEL BOTTOM PLATE. 0 � J H z J 0 w w M W LIJ z I—_J (/7) Y to W-- W U Q o LJ J J 0 o m 0 X J J N 0 z Q H- 11 0 POST. ____ _ v'LCS18 v o STRAP TO WALL I BELOW PER 9/SO.2 SIM. (3)2x6 POST. STRAP TOX BELOW w/ CS18. _\ , TRUSS T46 ABOVE X\_ I X N 00 00 00 N (n (n (n I I I X ---- ------ ------- (2)2x6-1 / (2)2x6-1/1 (2)2x6-1 /1 S W: 3/6 SECOND FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" SHEATH WALL CONT. THRU LOW ROOF TO 2ND LEVEL BOTTOM PLATE. SYMBOLS LEGEND `-- DESIGNATES SHEARWALL. THE HIDDEN - LINE DESIGNATES SIDE OF WALL THE SW 3/6 SHEARWALL SHEATHING TO BE APPLIED. 8d @ A 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. I BEAM OR TRUSS, SEE PLAN ANCHOR LEGEND X %" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/S0.1 X5 Y13 A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 /� -%" A307 DIAMETER THREADED (�,X /� ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 5/a" A307 DIAMETER THREADED (95 ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/S0.1 - SIMPSON HTT5 SEE DETAIL 15/S0.1 • SIMPSON DTT2Z SEE DETAIL 15/S0.1 SIMPSON LTT20B SEE DETAIL 15/S0.1 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" (D.C. or MAX 2x4 SPF#2 @ 12" O.C. EXTERIOR 10'-1 TO 2x6 SPF#2 @ 16" O.C. 14'-0" INTERIOR 10'-0" MAX 0-0MAX 2x4 SPF#2 0 16" O.C. INTERIOR 12'-0" 2x6 SPF#2 0 16" O.C. or MAX 2x4 SPF#2 @ 12" O.C. STUD NOTES- 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. MINIMUM. SEE 3/SO.0 FOR ADDITIONAL ANCHORS AT SHEARWALLS I 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 i /SO.O 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/S0.0 GENERAL NOTES 1. SEE DETAIL 2/SO.0 FOR WALL FRAMING DETAIL SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 6/SO.O 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.0 5. AT SHEARWALLS, PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 5/S0.1 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/S0.1 7. AT PORCHES, SEE DETAIL 2/50.1 FOR FRAMING AND HOLD DOWNS I CS18 STRAPPING DETAIL I C3 C) Uj U L. Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 J,5 X. PONT, N 3 -o ST T OF N / �S, ' • ...... ,SONAL Luis A. Pontigo, PE FL PE#53311 REVISIONS DA -TE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO h 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. SECOND FLOOR FRAMING PLAN DO NOT SCALE DIMENSIONS FPOM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME ANNA MARIA - CLASSIC DESIGN/DRAWN/CHECKED JWA / KIG /LAP DATE 07.23.2018 SCALE AS NOTED LPA No. TOLL -18-00022 CONTROL No. 4561 SHEET S1.3 SHEET 8 OF g CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. I w WALL FRAMING--/ ------ - --- _--- _--------�____ y z i7 o w � � J -,-NO NAILS REQUIRED FLOOR �? IN CLEAR SPAN TRUSSES I� OR JOIST. 11 WALL FRAMING �z z J CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. C3 C) Uj U L. Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 J,5 X. PONT, N 3 -o ST T OF N / �S, ' • ...... ,SONAL Luis A. Pontigo, PE FL PE#53311 REVISIONS DA -TE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO h 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. SECOND FLOOR FRAMING PLAN DO NOT SCALE DIMENSIONS FPOM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME ANNA MARIA - CLASSIC DESIGN/DRAWN/CHECKED JWA / KIG /LAP DATE 07.23.2018 SCALE AS NOTED LPA No. TOLL -18-00022 CONTROL No. 4561 SHEET S1.3 SHEET 8 OF g RAFTER S DETAIL S 30.2 :S: STRAPPING NOTES RAFTERS TO BEARING —SIMPSON SDWC15600 NOTED 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 V/Z" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. TRUSS FASTENING DETAILS Opp \ ppp®0 ®po p o Opo O 0� �00 p pz opo p 0o p Q 6 STUD TUD DIRECTLY TRUSS TOP PLATE TO SDWC15600 STUD SDWC15600 TRUSS TIE DOWN WITH SIMPSON SDWC Rafter to Top Plate shown Truss to Top Plate similar Optimal 22)z 10' 0' 30' STUD DIRECTLY BELOW TRUSS "Max SDWC15600 TOP PLAFE 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 -p 0 o�o om�� �om ®oeme qao �,,�opgoo0a STUD NOT DIRECTL BELOW TRUSS SDWC15600 Note: Reference detail 20 for installation angle limit SDWC INSTALLATION Rafter to Top Plate shown (Truss to Top Plate similar) �2 D NOT DIRECTL [�BBE:LOW TRUSS ®Do not install SDWC in hatched area SDWC15600 Overhang 1 1/2" MIN 2" MAX SDWC INSTALLATION RANGE Rafter or Truss JS'" minimum edge distance for full values (with or Splice may be in upper or without a plate lower plate Splice) X" from top plate splice Offset for full values STUD NOT DIRECTL BELOW TRUSS I�l SDWC AT TOP PLATE SPLICE; Lou Pontigo and Associates. Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & 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. ROOF TRUSS PLACEMENT C SCALE DIMENSIONS FROMRAWINGS. IF A DIMENSION ISCLEAR REFER TO THE TECTURAL DRAWINGS OR ONTACT THE E.O.R PLAN NAME ANNA MARIA — CLASSIC DESIGN/DRAWN/CHECKED JWA / KIG /LAP DATE 07.23.2018 SCALE AS NOTED LPA No. TOLL -18-00022 CONTROL No. 4561 SHEER SIA SHEET 9 OF g