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600 Coastal Oak Ln - Permit RES17-0265MAP SHOWING PL 0 T PLAN OF LOT 144 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67 PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLA. CERTIFIED TO: TOLL BROTHERS, INC. SIGNED: NAME:- DATE:- ALL AME:DATE: ALL MEASUREMENTS ALL PAVERS ESTIMATED ----FRONT 584± SQ -fT-- BACK 312± SQ. FT. DENOTES DIRECTION OF FLOW TYPE: "B" DRAINAGE ELEVATIONS SHOWN THUS (12.20) WERE TAKEN FROM ENGINEERING PLANS BY TAYLOR & WHITE, INC., DATED 04-15-14 ELE IATIONS SHOWN HEREON REF:R TO NAVD OF 1988 DIMENSIO S SHOWN HEREON ARE PER FOUNDATION PLAN LOT 144 MODEL "CAPTIVA" LOT SIZE 10,614± SQ. FT. DRIVEWAY TO R/W 336± SQ. FT. APPROX MATE SIDEWALK 240± SQ. FT. ENTRY WALK 37± SQ. FT. iA iA LENGTH 60.00 FT.APERVIOUS qlGHIF—WAY COVERAGE 4,183± SQ. FT. 39% O ASEMENT AREA 3,877± SQ. FT. OAK LANE PROPOSED CONCRETE CURB do GUTTE _ R COASTAL (VARIABLE WIDTH RIGHT OF WAY) _zZZPROPosED 0' CONCRETE SIDEWALK :, •.::. R AI WATER TREE SCHEDULE LOT SQ. FT. MINUS EASEMENTS/WETLANDS 6,737 ACRES=6,737/43,560 0.15 ACRESx40=REQUIRED TREE INCHES 6.0 THE REQUIRED USING 2" 70% OF REQUIRED WITH NO NUMBER OF TREE INCHES WILL BE MET DIAMETER TREES. PLANTED TREES SHALL BE CANOPY TYPE, MORE THAN 50% OF THE SAME SPECIES. OAK LANE PROPOSED CONCRETE CURB do GUTTE _ R COASTAL (VARIABLE WIDTH RIGHT OF WAY) _zZZPROPosED 0' CONCRETE SIDEWALK :, •.::. R AI WATER THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN ON LOMR CASE NO. 15-04-4216A, DATED MAY 4, 2015 - 1D.7 7.5' JEA EASEMENT 65.47' ---`_ JEA O m N OO PRCHEMICAL BRICK PAVER PROPOSED TOILET ENTRY WALK BRICK R O 10'x10' EQUIPMENT EASEMENT VEWA O LAY DOWN v AREA 20' B.R.L.= Legend iA iA 22.3' m I Z F.F.E. - FINISH FLOOR ELEVATION AIR ITER DON O TWO CAR GARAGE D n O I.D. - DENTO •� o I o PROPOSED —4 ON. - CONCR M MON. - IN I.P. - IRON PIP' I ZO 7.0 PAVERDBRICK ENTRY:�: r I ALL C - DELTA GLE p C. - POINT OF CURVE AMERICAN ON I "'I PROPOSED I o (CRALC.) - CRAALCUU D F•P•�L- FLORIDA POWER k LIGHT CUSTOMERi OF FLORIDA, -a W I RESIDENCE p Ip, > P33 PIAT R RADIAL LIE Us �-1 MODEL "CAPTIVA" Ir- ; i - CENTER U W= 45.00' I z R/W - RIGHT -Of ti o D=85.00 I (W) WITNESS I F.F.E.=(12.20)MIN. F.B. x z "'I F.F.E.=(12.70)PROP. N � O I z O ZI"I I -P r I N L4 - I Til 28.0' P • w O �-PROPOSED COVERED . 17.0' BRICK PAVER PORCH O I 29. L' / 9.6 S85'3525"W 30.31' O O O LOT 1 44 (VACANT) N X10 Z P N 1 Ln DRAINAGE EASEMENT --r 40' ACCESS. U SEM N I ILI I � «. S86'26' 00"W DRAINAGE E N 38.36'(ACT) o S03-33'50"W(PLAT) L 0 T 1 4 0 L 0 T 1 6 6 NOTE ALL UTILITIES SHOWN HEREON WERE FROM AS—BUILT DRAWINGS PROVIDED BY CODY'S PROFESSIONAL SURVEYING AND MAPPING, INC. 12-18-14; JOB #10114 THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN ON LOMR CASE NO. 15-04-4216A, DATED MAY 4, 2015 ON FLOOD INSURANCE RATE MAP 0408 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. LAND SURVEYORS - 3751 SAN JOSE PLACE, SURE 15 - JACKSONVILLE, FLORIDA, 32257 - 904/279-0088 - LICENSED LAND BUSINESS NO. 3857 Legend COV. COVERED FIND. - FOUND F.F.E. - FINISH FLOOR ELEVATION AIR ITER DON SKETCH FOR PLOT PLAN ONLY - DOES NOT REPRESENT OR PURPORT T0. SHOW _ S _ ESM' - EASEME I.D. - DENTO BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY —4 ON. - CONCR M MON. - IN I.P. - IRON PIP' JEA - JACKSONVILLE ELECTRIC ' AUTHORITY P.T. - POINT OF TANGENCY f LR. - IRON ROI P.C.P. - PERMANENT CONTROL POINT ALL C - DELTA GLE p C. - POINT OF CURVE AMERICAN A - CHORD A ARC LENGTH P.R.C. - POINT OF REVERSE CURVE P.C.C. - POINT OF COMPOUND CURVE B.R.L. - BUILDING RESTRICTION SURVEY NOT VALID UNLESS EMBOSSED BY SEAL SURVEYORS (CRALC.) - CRAALCUU D F•P•�L- FLORIDA POWER k LIGHT JAMES D. HARRISON, JR., No. 2647 OF FLORIDA, D) -DEED (TYEJ - TYPICAL MICHAEL A. GARRETT, No. 6643 INC. P33 PIAT R RADIAL LIE NGVD - NATIONAL GEODETIC VERTICAL DATUM _ / 1 =30' 17 SCALE % i - CENTER INE NAVD - NORTH AMERICAN VERTICAL !/ R/W - RIGHT -Of -WAY DATUM P.I. - POINT OF INTERSECTION •_ ' — 9 (W) WITNESS EOW - EDGE OF WATER Toe - TOP OF BANK DATE G9 -O6-17 i� FLID REGISTER S V R AND MAPP F.B. x DR. BY BRB DIR, P:\2017\82649-158303-plotplan ORDER NO. 158303 FILE 82649 MAP SHOWING PL 0 T PLAN OF LOT 144 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67 PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUAL COUNTY, FLA. CERTIFIED TO: TOLL BROTHERS, INC. SIGNF: NAM -: DAT :: ALL PAVERS ALL MEASUREMENTS ESTIMATED FRONT 584±-SQ__U BACK 312± SQ. FT. -� DENOTES DIRECTION OF FLOW TYPE "B" DRAINAGE ELEVATIONS SHOWN THUS (12.20) WERE TAKEN FROM ENGINEERING PLANS B TAYLOR & WHITE, INC., DATED 04-15-14 E _EVATIONS SHOWN HEREON R•FER TO NAVD OF 1988 DIMENS ONS SHOWN HEREON ARE PER FOUNDATION PI AN LOT 144 MODEL "CAPTIVA" LOT SIZE 10,614± SQ. FT. DRIVEWAY TO R/W 336± SQ. FT. APPROXIMATE SIDEWALK 240± SQ. FT. ENTRY WALK 371 SQ. FT. RIGHT-OF-WAY LENGTH 60.00 FT. TOTAL IMPERVIOUS COVERAGE 4,183± SQ. FT. 39% TOTAL EASEMENT AREA 3,877± OFFICE COPY COASTAL OAK LANE (VARIABLE WIDTH RIGHT OF WAY) 10'x10' JEA EQUIPMENT 40' ACCESS. DRAINAGE I PROPOSED CONCRETE RB & GUTTER PROPOSED .0' CONCRETE SIDEWALK 5 10. TREE SCHEDULE LOTS . FT. MINUS EASEMENTS/WETLANDS 6,737 ACRES= --6,737/43,560 0.15 ACRES 40=REQUIRED TREE INCHES 6.0 THE REQUIRED USING 70% OF WITH NO NUMBER OF TREE INCHES WILL BE MET " DIAMETER TREES. REQUIRED PLANTED TREES SHALL BE CANOPY TYPE, MORE THAN 50% OF THE SAME SPECIES. OFFICE COPY COASTAL OAK LANE (VARIABLE WIDTH RIGHT OF WAY) 10'x10' JEA EQUIPMENT 40' ACCESS. DRAINAGE I PROPOSED CONCRETE RB & GUTTER PROPOSED .0' CONCRETE SIDEWALK 5 10. 7.5' JEA St EASEMENT _ PR�..P45iR BRICK PAVER PROPOSED CHEMICAL TOILET ENTRY WALK BRICK PAVER LAND SURVEYORS - 3751 SAN ✓OSE PUCE, SUITE 15 - ✓ACKSONVILLE, FLORIDA 32257 - 904/279-0088 - LICENSED LAND BUSINESS NO. 3857 DRIVEWAY O _AY DOWN AREA 20' B.R.L. 22.3' 17 m -0 TWO CAR o Z > n O 'P GARAGE I F z m 15.7' v r� o PROPOSED —4 7.0' lRED BRICK J. ELECTRIC AUTHORITY PIPE P.T. POINT OF TANGENCY PAVER ENTRY - PROPOdIVA CUSTOU ` RESID? MODEL " Ir W=45I D=85 F.F.E.=(1 F.F.E.=(12 IJ Ili I 17. L I 2BRIOCKOPAVER PORCH 17.0' 29.3 _ J L.__-- 10 B.R.L. --_ S85 -35'25"W 30.31' 0 O O L O T 1 4 4 -+ (VACANT) 0 C L 0 T 1 4 0 38.36'(ACT) S031S50"W(PLAT) r- 0 0 -I DRAINAGE EASEMENT OFFICE COPY L 0 T 1 6 6 NOTE ALL UTILITIES SHOWN HEREON WERE FROM AS -BUILT DRAWINGS PROVIDED BY CODY'S PROFESSIONAL SURVEYING AND MAPPING, INC. 12-18-14; JOB #10114 THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN ON LOMR CASE NO. 15-04-4216A, DATED MAY 4, 2015 ON FLOOD INSURANCE RATE MAP 0408 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. LAND SURVEYORS - 3751 SAN ✓OSE PUCE, SUITE 15 - ✓ACKSONVILLE, FLORIDA 32257 - 904/279-0088 - LICENSED LAND BUSINESS NO. 3857 Legend COV. = COVERED FIND: - FOUND F.F.E. FINISH FLOOR ELEVATION A/C = AIR CONDITIONER SKETCH FOR PLOT PLAN ONLY - DOES NOT REPRESENT OR PURPORT TO SHOW = 5 - ESMi - EASE ENT I.D. - IDENTIFICATION JEA JACKSONVILLE BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY —4 CONC = CONCRETE MON. MONUMENT LP. IRON ELECTRIC AUTHORITY PIPE P.T. POINT OF TANGENCY f - I.R. IRON ROD P.C.P.•C.. PERMANENT CONTROL POINT ALL 0 DELT CHORD ANGLE P.C• POINT OF CURVE P.R.C. = POINT OF REVERSE CURVE AMERICAN AH = ARC LENGTH P.B.R.L. BUILDING RESTRICTION C.C. = POINT OF COMPOUND CURVE = SURVEY NOT VALID UNLESS EMBOSSED BY SEAL SURVEYORS (CR ALC,) - C�ALC�LATEO F•P•&L= FLORIDA POWER h LIGHT JAMES D. HARRISON, JR., No. 2647 OF FLORIDA, = DEED (TYP.) - TYPICAL MICHAEL A. GARRETT, No. 6643 INC. �D) P • PUT R = RADI, NGVD = NATIONAL GEODETIC VERTICAL LINE DATUM [� %J SCALE 1 "-3D' 9 171 rt CENTER UNE NAVD = NORTH AMERICAN VERTICAL. R/W RIGHT-OF-WAY = FENCE DATUM P.I. = POINT OF INTERSECTION- ` ,. —9 (W) = WRN EOB EDGE OF WATER 55 TOB =TOP OF BANK DATE 09-06-17 / FL ID REGISTER S V R AND MAPP _-8 F. B. X DR. BY BRB DIR• P:\2017\82649-158303-plotplan ORDER NO. 158303 FILE 82649 DESIGN SPECIFICATIONS USP CONNECTORS COMPONENTS & CLADDING ALLOWABLE DESIGN PRESSURES DESIGN CODE: INTERIOR EDGE STRIP (PSE): 2014 FLORIDA BUILDING COLE - RESIDENTIAL 'a' = 4'-6" 10 DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, +25.6 -34.2 UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. +22.9 -25.0 DESIGN LOADS: ACTUAL AND UNIFORM 100 +21.8 -23.9 ROOF FLOOR 1450 1245 (12)1Odx11/2 ROOF LOADING (cd=1.25) (cd=1.00) „\. TOP CHORD LIVE LOAD 20 psf 40 psf 5370 5370 5/8"0 ROD TO TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf USP PAU44 5 2535 /e"� ROD w 10 f COMPONENTS & CLADDING ALLOWABLE DESIGN PRESSURES TRIBUTARY AREA (sf) INTERIOR EDGE STRIP (PSE): ZONE (PSF) 'a' = 4'-6" 10 +25.6 -27.7 +25.6 -34.2 50 +22.9 -25.0 +22.9 -28.8 100 +21.8 -23.9 +21.8 -26.6 GARAGE DOOR PRESSURES (PSF) 1 CAR THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION SHALL BE PERMITTED GARAGE +22.9 DOOR _28 8 (8'x7') END 2 CAR 775 650 (5)10dx1'/2" GARAGE +21.8 DOOR _23 9 (16'x7') 1450 1245 (12)1Odx11/2 CONNECTOR UPLIFT SYP SPF FASTENERS THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION SHALL BE PERMITTED USP A35 450 450 (9)1Odx1'/2" -11 USP RT7 585 495 (5)8d EA. END END USP RT8A 775 650 (5)10dx1'/2" EA. END USP MTW12 1195 860 (7)10dx1'/2" EA. END USP HTW20 1450 1245 (12)1Odx11/2 ' EA. END USP HTT16 „\. FTG. FL# CODE FL# CODE 10446.4 11478.3 10456.6 10456.3 13872.3 13872.4 13872.8 11496.2 11496.2 10655.113 10531.36 10849.6 10849.6 11506.4 11496.3 13872.5 10852.1 FLOOR SHEATHING SPECIFICATIONS 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON @ 6" O.C. EDGE & FIELD ROOF SHEATHING SPECIFICATIONS: SHINGLE- MIN. 7&", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). TILE - MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4' O.C. WITHIN 4'-0" OF ROOFEDGE). METAL - MIN. 1/2", 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" Of' ROOF EDGE). WALL SHEATHING SPECIFICATIONS: FLEXIBLE FINISH -MIN. 7/,6" 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d @ 4" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. STUCCO FINISH -MIN. 7/,,", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d @ 4" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. MASONRY SPECIFICATIONS: MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1 _05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/a PLACED AT AN 8" TO 11" SLL r'. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY B USED IN BRICK VENEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. CONCRETE MASONRY UNITS (CMU): CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN 5--0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0". MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFOR G, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT WITH - #4 @ 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCit r-mWj6jNTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT, AT STEM WALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT A O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". CLAY MASONRY (BRICK): BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. CONCRETE SPECIFICATIONS: ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. GENERAL NOTES: FOOTING AND FOUNDATIONS: FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BWITH A SOIL CODES. FOOTING HAVE BEEN DESIGNED 4 BEARING (DESIGN MAXIMUM) OF 2000 PSE. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. 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 0 LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 @ 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHE E PERMITTED, SHALL BE 48 BAR DIAMETERS CONCRETE SLABS ON GRADE: SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE ETHODS. WOOD FRAMING SPECIFICATIONS: ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE -TREATED. IF, ACQ OR NON -DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. PRE-ENGINEERED WOOD TRUSSES: SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH 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 TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB -91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. ROOF COVERING SPECIFICATIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. WATERPROOFING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS MEMBERS CONNECTION FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN ® INTERIOR LOAD BEARING WALL BUILT-UP POST IN THE WALL TOP PLATE TO TOP PLATE FACE NAIL 2 -GUN NAILS @ 12" STAG. L31/2 x3'/2 x'/4 4" 6'-0" �� GABLE X -BRACE, SEE DETAIL 10/S0.1 TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3 -GUN NAILSL4x31/2"x1/4 6" 8'-0" HEADER SIZE, JACK AND DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3 -GUN NAILS SHEARWALL. T(2)2x8-1/2 HE KING STUD QUANTITY. L5x31/2 "x'/4 6" 10'-0" DESIGNATES _ _._ HIDDEN LINE DESIGNATES SIDE OF RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6") GUN NAIL @ 6" _--- _ WALL THE SHEARWALL SHEATHING L6x3'/2"XVI 6" 12'-0" SW 3'/6" TO BE APPLIED. 8d @ 3/6 CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5 -GUN NAILS " " ' " _ DESIGNATES 8d COMMONS @ 3" L7x3V2x'/4 616-0O.C. EDGE & 6" O.C. "IN THE CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4 -GUN NAILS FIELD" 1. STEEL LINTELS TO BE MINIMAL 36" CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8 -GUN NAILS LINTEL MUST HAVE CORROSION BRICK RESISTANT COATING OF EPDXY BASED VENEER ADJ - ADJACENT LG - Long JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3 -GUN NAILS PAINT. It BM - BEAM MANUF - Manufacture RAFTER TO PLATE TOE NAIL (3-8d) 3 -GUN NAILS 1i;=_ _ WEATHER BOT - BOTTOM MONO - Monolithic 2. LINTEL MORE THAN 8'-0". SHOULD I ______::_! BARRIER BRG -BEARING OC - On Center JACK RAFTER TO HIP TOE NAIL (3-10d) 4 -GUN NAILSgE LATERALLY SUPPORTED NOT TO Ij CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board _ ___ DBL - DOUBLE PERP - Pe-pendicular ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3 -GUN NAILS EXCEED 6 FT. O.C. w/ 2-'/4x3" WD. I' DIA - DIAMETER PRE ENG - Pre Engineered CONT. HEADER, TWO PIECES FACE NAIL 16d@ 16" O.C. @ EDGE SCREWS INTO HEADER PROVIDE A I/2" 1 LINTEL EA - EACH PSF - Pounds per Square Foot VERTICAL SLOTTED HOLE FOR SCREW. ATTACHMENT EE - EACH END PSI - Pounds per Square Inch CONT. HEADER TO STUD TOE NAIL(3-16d) 4 -GUN NAILS 1= SEE NOTE 2 EOR - ENGINEER OF RECORD PT - PRESSURE TREATED 3. BRICK VENEER ATTACHMENT: EQ - EQUAL QT - Quick Tie STUD TO SOLE PLATE TOE NAIL (3-16d) 4 -GUN NAILS HORIZONTAL TIES @ 24" O.C., VERT. EXT - EXTERIOR REINF - Reinforce SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d @ 16") GUN NAIL @ 8" TIES @ 12" O.C.. (FOR 110mph HEADER, FLASHING FBC - FLORIDA BUILDING CODE SF - Square Foot WIND -ZONE VERT. TIES @ 16" D.C.). SEE PLAN BRICK LINTEL, FDN - FOUNDATION SPF -Sprue Pine Fur NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN SEE SCHEDULE FT - FOOT SYP - Southern Yellow Pine 3"x0.131"O = GUN NMLS 2"x0.113"0 = RINK SHANK 12' OF OPENINGS. PROVIDE3/%"0 WEEP FTG - FOOTING THRU - Through 2"x0.113"O = 6d 2'/2 "x0.131 "A = 8dHDR - HEADER TYP - Typi -al HOLES @ 33" O.C. IMMEDIATELY ABOVE SECTION VIEW HORIZ - HORIZONTAL LION - Unl ss Otherwise Noted 3"x0.148"O = 10d 3/2%0.162"0 = 16d FLASHING. OF BRICK LINTEL LBS - POUNDS VERT - Ve tical 11/2 "x0.148"0 = 1 0dx1'/2 " 11/2%0.131"0 = Sdxl'/z " WWF - Wel led Wire Fabric IYPI(;AL WALL FRAMING NUIE5: 1. USE SPF#2 OR BETTER FOR ALL WALL STUDS.. 2. USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 3. USE SYP#2 FOR ALL HEADERS 4. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR FLOOR BEARING ELEVATION, U.O.N. ON PLAN. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/10d MASONRY CUT NAILS @ 48" O.C. MINIMUM. SEE FOUNDATION PLAN ADDITIONAL ANCHORS AT SHEARWALLS J INTERIOR BEARING WALL - SEE PLAN FOR STUD SIZE AND O.C. ',PACING. CONTINUOUS B KING WITHIN FLOOR S, STEM WHERE POST ISI BOVE. 8d COMMON �I @ 3" O. C. F----- - - I -- �,_< I T� I -� I I L---- - J SYP#2 DBL. I, SEE 5/S0.0. TOP PLATE. I 1 FULL HEIGHT SHEATHING TO BE CONTINUOUS TO UPPER TOP PLATE. TYPICAL STUD NAILING- 0.131x3" END NAILS: (2) @ 2x4, (3) @ 2x6, (4) @ 2x8. TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) Ps 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/180 THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION SHALL BE PERMITTED U�- - - - -11 USP MSTA36 2065 2065 (13)10d EA. END USP LTS20B 1105 1105 '/2"0 ROD TO FTG. USP JUS28 1305 1305 (6)1Od TO HEADER AT SHEARWALLS AND �. FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 0.75" MAX ANY CASE COMPONENT &CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. USP HTT16 4290 4290 5/8"m ROD TO FTG. USP HTT22 5370 5370 5/8"0 ROD TO FTG. NAND LOADING: ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS O F ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED BY 0.75 WHEN COMBINED w/ DEAD LOAD. USP PAU44 5 2535 /e"� ROD w / (12)16d OPTIONS. LINEAR INTERPOLATION IS PERMISSIBLE. PLUS = PRESSURE AND MINUS = SUCTION. DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR ESUPPLIER & SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVETIVE PRESSURES. USP PAU66 2535 5/e"� ROD r/ (12)16d USP MSTAM24 1545 1455 (5)'/4"x2-' 4 TAPCONS SIMPSON CONNECTORS FASTEN LOWER STUD BASIC WIND SPEED (ASCE 7-10) - - - - - - - - - - 130 MPH IMPORTANCE FACTOR - - - - - - - - - - - - - - -- 1.00 MEAN ROOF HEIGHT - - - - - - - - - - - - - - - - 25.0 FT ROOF PITCH - - - - - - - - - - - - - - - - - - - 2 1 6 / BUILDING CATEGORY - - - - - - - - - - - - - - - - II EXPOSURE CATEGORY ENCLOSURE CLASSIFICATION - - - - - - - - - - - -ENCLOSED INTERNAL PRESSURE COEFFICIENT - - - - - - - - - - t .18 O0 �'-- --� I o a DENOTES EDGE STRIP. r-- SEE C & C CHART i ABOVE FOR 'a' DIMENSION o I -- Jo 2x4 MEMBERS: I' CONNECTOR UPLIFT FASTENERS BRACING BY OTHER, SYP SPF A35 450 450 12-8dx1'/2" KING STUDS, H2.5T 600 520 5-8d EA. END FULL HEIGHT ANCHOR HTS16 1150 1085 16-10d EA. END NAILS @ 4" O.C. MTS12 1000 860 7-1 Odx1'/2" E �. END HTS20 1450 1245 24-10dx1'/2" =A. END MATERIALSPECIFICATIONS-- MSTA24 1765 1270 9-10d EA. EN WINDOW SILL SEE PROVIDE SOLID BLOCKING �I al �a L MSTA36 2050 1870 13-10d EA. END jjjj 1 HARDWARE AND ANCHORS: ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH HTT4 3480 3080 18-16d TO T 2USS/BEAM 1 a L-- --J a NOT ACTUAL PLAN �'� '�-a'� 5 1- /e"0 ROD TO FTG. ASTM A 307 OR ASTM F 1554 GRADE 36. WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. SCOPE OF SERVICE HTT5 5250' 4670 32-16d TO TRUSS/BEAM 2 & 3 1-5/,,"o ROD TO FTG. METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED. RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE LUS28 930 780 6-10d TO HEADER 4-10d TO JOIST STUCCO FINISH. DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE '/4" LARGER THAN REBAR SIX AND '/e" 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 FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: HU410 905 785 14-16d TO HEADER 6-16d TO JOIST WALL SHEATHING ABU44 2200 %"0 ROD EPDXIED 6" MIN ABU66 2300 5/8"0 ROD EPDXIED 6" MIN SET N/A N/A SIMPSON EPDXY-TIE NOTES: REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. WELDED HARE FABRIC (WWF): SHALL BE ASTM A185. LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED LTT20B 1675 1675 10-16d TO STUD/BEAM/POST IN ADDITION TO (2) PLYS 1-'/2"O ROD TO FTG. BUILT-UP MEMBER FASTENING SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND ANY LSTA12 805 695 10-10d ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 1705 13-8d GENERAL NOTES Et CONS I RUCTION SPECIFICATIONS FL# CODE FL# CODE 10446.4 11478.3 10456.6 10456.3 13872.3 13872.4 13872.8 11496.2 11496.2 10655.113 10531.36 10849.6 10849.6 11506.4 11496.3 13872.5 10852.1 FLOOR SHEATHING SPECIFICATIONS 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON @ 6" O.C. EDGE & FIELD ROOF SHEATHING SPECIFICATIONS: SHINGLE- MIN. 7&", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). TILE - MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4' O.C. WITHIN 4'-0" OF ROOFEDGE). METAL - MIN. 1/2", 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" Of' ROOF EDGE). WALL SHEATHING SPECIFICATIONS: FLEXIBLE FINISH -MIN. 7/,6" 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d @ 4" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. STUCCO FINISH -MIN. 7/,,", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d @ 4" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. MASONRY SPECIFICATIONS: MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1 _05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/a PLACED AT AN 8" TO 11" SLL r'. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY B USED IN BRICK VENEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. CONCRETE MASONRY UNITS (CMU): CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN 5--0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0". MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFOR G, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT WITH - #4 @ 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCit r-mWj6jNTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT, AT STEM WALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT A O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". CLAY MASONRY (BRICK): BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. CONCRETE SPECIFICATIONS: ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. GENERAL NOTES: FOOTING AND FOUNDATIONS: FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BWITH A SOIL CODES. FOOTING HAVE BEEN DESIGNED 4 BEARING (DESIGN MAXIMUM) OF 2000 PSE. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. 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 0 LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 @ 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHE E PERMITTED, SHALL BE 48 BAR DIAMETERS CONCRETE SLABS ON GRADE: SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE ETHODS. WOOD FRAMING SPECIFICATIONS: ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE -TREATED. IF, ACQ OR NON -DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. PRE-ENGINEERED WOOD TRUSSES: SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH 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 TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB -91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. ROOF COVERING SPECIFICATIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. WATERPROOFING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS MEMBERS CONNECTION FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN ® INTERIOR LOAD BEARING WALL BUILT-UP POST IN THE WALL TOP PLATE TO TOP PLATE FACE NAIL 2 -GUN NAILS @ 12" STAG. L31/2 x3'/2 x'/4 4" 6'-0" �� GABLE X -BRACE, SEE DETAIL 10/S0.1 TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3 -GUN NAILSL4x31/2"x1/4 6" 8'-0" HEADER SIZE, JACK AND DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3 -GUN NAILS SHEARWALL. T(2)2x8-1/2 HE KING STUD QUANTITY. L5x31/2 "x'/4 6" 10'-0" DESIGNATES _ _._ HIDDEN LINE DESIGNATES SIDE OF RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6") GUN NAIL @ 6" _--- _ WALL THE SHEARWALL SHEATHING L6x3'/2"XVI 6" 12'-0" SW 3'/6" TO BE APPLIED. 8d @ 3/6 CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5 -GUN NAILS " " ' " _ DESIGNATES 8d COMMONS @ 3" L7x3V2x'/4 616-0O.C. EDGE & 6" O.C. "IN THE CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4 -GUN NAILS FIELD" 1. STEEL LINTELS TO BE MINIMAL 36" CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8 -GUN NAILS LINTEL MUST HAVE CORROSION BRICK RESISTANT COATING OF EPDXY BASED VENEER ADJ - ADJACENT LG - Long JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3 -GUN NAILS PAINT. It BM - BEAM MANUF - Manufacture RAFTER TO PLATE TOE NAIL (3-8d) 3 -GUN NAILS 1i;=_ _ WEATHER BOT - BOTTOM MONO - Monolithic 2. LINTEL MORE THAN 8'-0". SHOULD I ______::_! BARRIER BRG -BEARING OC - On Center JACK RAFTER TO HIP TOE NAIL (3-10d) 4 -GUN NAILSgE LATERALLY SUPPORTED NOT TO Ij CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board _ ___ DBL - DOUBLE PERP - Pe-pendicular ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3 -GUN NAILS EXCEED 6 FT. O.C. w/ 2-'/4x3" WD. I' DIA - DIAMETER PRE ENG - Pre Engineered CONT. HEADER, TWO PIECES FACE NAIL 16d@ 16" O.C. @ EDGE SCREWS INTO HEADER PROVIDE A I/2" 1 LINTEL EA - EACH PSF - Pounds per Square Foot VERTICAL SLOTTED HOLE FOR SCREW. ATTACHMENT EE - EACH END PSI - Pounds per Square Inch CONT. HEADER TO STUD TOE NAIL(3-16d) 4 -GUN NAILS 1= SEE NOTE 2 EOR - ENGINEER OF RECORD PT - PRESSURE TREATED 3. BRICK VENEER ATTACHMENT: EQ - EQUAL QT - Quick Tie STUD TO SOLE PLATE TOE NAIL (3-16d) 4 -GUN NAILS HORIZONTAL TIES @ 24" O.C., VERT. EXT - EXTERIOR REINF - Reinforce SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d @ 16") GUN NAIL @ 8" TIES @ 12" O.C.. (FOR 110mph HEADER, FLASHING FBC - FLORIDA BUILDING CODE SF - Square Foot WIND -ZONE VERT. TIES @ 16" D.C.). SEE PLAN BRICK LINTEL, FDN - FOUNDATION SPF -Sprue Pine Fur NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN SEE SCHEDULE FT - FOOT SYP - Southern Yellow Pine 3"x0.131"O = GUN NMLS 2"x0.113"0 = RINK SHANK 12' OF OPENINGS. PROVIDE3/%"0 WEEP FTG - FOOTING THRU - Through 2"x0.113"O = 6d 2'/2 "x0.131 "A = 8dHDR - HEADER TYP - Typi -al HOLES @ 33" O.C. IMMEDIATELY ABOVE SECTION VIEW HORIZ - HORIZONTAL LION - Unl ss Otherwise Noted 3"x0.148"O = 10d 3/2%0.162"0 = 16d FLASHING. OF BRICK LINTEL LBS - POUNDS VERT - Ve tical 11/2 "x0.148"0 = 1 0dx1'/2 " 11/2%0.131"0 = Sdxl'/z " WWF - Wel led Wire Fabric IYPI(;AL WALL FRAMING NUIE5: 1. USE SPF#2 OR BETTER FOR ALL WALL STUDS.. 2. USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 3. USE SYP#2 FOR ALL HEADERS 4. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR FLOOR BEARING ELEVATION, U.O.N. ON PLAN. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/10d MASONRY CUT NAILS @ 48" O.C. MINIMUM. SEE FOUNDATION PLAN ADDITIONAL ANCHORS AT SHEARWALLS J INTERIOR BEARING WALL - SEE PLAN FOR STUD SIZE AND O.C. ',PACING. CONTINUOUS B KING WITHIN FLOOR S, STEM WHERE POST ISI BOVE. 8d COMMON �I @ 3" O. C. F----- - - I -- �,_< I T� I -� I I L---- - J SYP#2 DBL. I, SEE 5/S0.0. TOP PLATE. I 1 FULL HEIGHT SHEATHING TO BE CONTINUOUS TO UPPER TOP PLATE. TYPICAL STUD NAILING- 0.131x3" END NAILS: (2) @ 2x4, (3) @ 2x6, (4) @ 2x8. 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 SEE DETAIL 1/SO.1 ll FOR SPLICING 16d COMMONS OPTIONS. @ 8" O.C. FLOOR SHEATHING,r WALL FRAMING AT SEE SPECIFICATION IS I PLATE CHANGE CONDITION TYPICAL TOP PLATE NAILING: PLATE SPLICE FASTEN ALL TOP PLATES -0" MIN. SPLICE LENGTH TOGETHER w/ (3) ROWS EVENLY SPACED NAILS OF .131x3 @ 12" O.C. STAGGERED. SYP#2 SYP#2 DBL. HEADER, TOP PLATE. PER PLAN. ROOF SHEATHING, MINIMUM END FASTENER EACH END 5 4'-4" SEE SPECIFICATIONS. I � RAISED HEADER SEE 5/SO.0. J II BLOCKING ONLY REQUIRED I 2,„ 2x -BLOCKING ONLY AT SHEARWALLS AND �. WALL SHEATHING REQUIRED IF SHEARWALL. Q STUCCO FINISH. I ARCHED TRANSOM OPTION SEE RIGHT. WINDOW SILL SEE SCHEDULE FOR SILL SIZE AND CONNECTION EACH END. STAGGERED ° FOR SPLICING I I OPTIONS. SYP#2 HEADER, # 3 PLY BEAM, FOUNDATION SEE PLAN L - - N J FASTEN LOWER STUD ANCHOR INTO 2x MATERIAL. PERMANENT TRUSS 2x4 MEMBERS: I' 8d TO TALLER STUD w/ BRACING BY OTHER, II COMMON 2 -ROWS OF 10d COMS (1) ROW OF 10d KING STUDS, I @ 3" O.C. @ 12" O.C. FULL HEIGHT ANCHOR `E NAILS @ 4" O.C. AT INTERIOR WALLS { TYPICAL SOLE � TYPICALLY %- FULL ; AT TWO STORY CONDITIONS, PLATE NAILING: HEIGHT THREADED WINDOW SILL SEE PROVIDE SOLID BLOCKING 0.131x3" TOE NAILS: RODS @ 6'-0" O.C. SCHEDULE. jjjj 1 WITHIN FLOOR SYSTEM AT ALL (3) @ 2x4, 1 UPPER LEVEL POSTS & JACK (4) @ 2x6, AT 12" O.C. NAILS @ 4" O.C. STAGGERED STUDS. (5) @ 2x8. 2 & 3 BLOCKING ONLY REQUIRED OR 2x6 POST 2x8 POST (3)ROWS OF 5" (3)ROWS OF 63/4" AT SHEARWALLS AND I PT. SYP#2 STUCCO FINISH. I SOLE PLATE. FASTENERS @ 24"o.c WALL SHEATHING FASTENERS @ 24"o.c AS SHOWN 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 SEE DETAIL 1/SO.1 ll FOR SPLICING 16d COMMONS OPTIONS. @ 8" O.C. FLOOR SHEATHING,r WALL FRAMING AT SEE SPECIFICATION IS I PLATE CHANGE CONDITION TYPICAL TOP PLATE NAILING: PLATE SPLICE FASTEN ALL TOP PLATES -0" MIN. SPLICE LENGTH TOGETHER w/ (3) ROWS EVENLY SPACED NAILS OF .131x3 @ 12" O.C. STAGGERED. SYP#2 SYP#2 DBL. HEADER, TOP PLATE. PER PLAN. DROPPED HEAD OR SILL PLATES MINIMUM END FASTENER EACH END 5 4'-4" S0.0 I I � RAISED HEADER -I J II BLOCKING ONLY REQUIRED I 2,„ (3)2x6 SYP #2 AT SHEARWALLS AND 1 WALL SHEATHING I. STUCCO FINISH. I ARCHED TRANSOM OPTION SEE RIGHT. WINDOW SILL SEE SCHEDULE FOR SILL SIZE AND CONNECTION EACH END. STAGGERED ° FOR SPLICING I I OPTIONS. SYP#2 HEADER, # 3 PLY BEAM, FOUNDATION SEE PLAN I I 2 TYPICAL WALL FRAMING I I I INTERIOR BEARING WALL: SEE SCHEDULE FOR STUD SIZE AND O.C. SPACING. WALL SHEATHING TO SOLE PLATE RAISE Ya" FROM 8d @ 3" - 'I SEE DETAILS SEE DETAILS BOTTOM OF SOLE II /-ON S1.01 - ON S1.01 - PLAN AND FASTEN i w/8d COMMON @ 3" - it ---I �--- � F --- (Io.c. I Ly 1 1 1 1 1 L--------- L ----------I L -------J SINGLE STORY MULTY STORY 1 TYP. WAI -L SECTIONS S0.0)` SDWC15600 SEE ROOF FRAMING PLAN FOR EXTEND SHEATHING VERT. DETAILS. TO TOP OF TRUSS AS SHOWN. PROVIDE 2x4 BLOCKING AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE HEEL t 0'• SPECIFICATIONS BELOW. PRE-ENGINEERED INEERED WOOD E 2x SPF BLOCKING ROOF TRUSSES, RIPPED TO FIT WITH GAP SHOWN. SIMPSON 'n SDWC15600 SEE ROOF FRAMING Il PLAN FOR SIMPSON DETAILS. SHEATHING MAY SDWC15600 SIMPSON TER INATE AT SIMPSON I SEE ROOF SDWC156)r0_/ 0 TOP F DBL. SDWC15600 I FRAMING SEE NOTE 1. TOP PLATE. SEE NOTE 1. I PLAN FOR DETAILS. �" < HEEL < 1'-0" TYPICAL CONNECTION HEEL < 5 NOTES: 1. TOP PLATE TO STUD SDK ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS. 2. H2.5T MAY BE SUBSTITUITED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T AT TOP PLATE TO STUD SPACE 0 48" O.C. s 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 SOLE PLATE CONNECTOR LOCATED WITHIN 6" OF STUD PACK. OMIT IF SHEARWALL HOLD DOWN IS SPECIFIED X81 TYPICAL HE SO.0 4'-0" l MIN. WINDOW SILL SCHEDULE ROUGH OPENING DROPPED HEAD OR SILL PLATES MINIMUM END FASTENER EACH END 5 4'-4" S0.0 I I � SEE 1/S0.1. -I J II BLOCKING ONLY REQUIRED I 2,„ (3)2x6 SYP #2 AT SHEARWALLS AND 1 WALL SHEATHING I. STUCCO FINISH. I SEE DETAIL 1/SO.1 STAGGERED ° FOR SPLICING I I OPTIONS. INTERIOR BEARING WALL: SEE SCHEDULE FOR STUD SIZE AND O.C. SPACING. WALL SHEATHING TO SOLE PLATE RAISE Ya" FROM 8d @ 3" - 'I SEE DETAILS SEE DETAILS BOTTOM OF SOLE II /-ON S1.01 - ON S1.01 - PLAN AND FASTEN i w/8d COMMON @ 3" - it ---I �--- � F --- (Io.c. I Ly 1 1 1 1 1 L--------- L ----------I L -------J SINGLE STORY MULTY STORY 1 TYP. WAI -L SECTIONS S0.0)` SDWC15600 SEE ROOF FRAMING PLAN FOR EXTEND SHEATHING VERT. DETAILS. TO TOP OF TRUSS AS SHOWN. PROVIDE 2x4 BLOCKING AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE HEEL t 0'• SPECIFICATIONS BELOW. PRE-ENGINEERED INEERED WOOD E 2x SPF BLOCKING ROOF TRUSSES, RIPPED TO FIT WITH GAP SHOWN. SIMPSON 'n SDWC15600 SEE ROOF FRAMING Il PLAN FOR SIMPSON DETAILS. SHEATHING MAY SDWC15600 SIMPSON TER INATE AT SIMPSON I SEE ROOF SDWC156)r0_/ 0 TOP F DBL. SDWC15600 I FRAMING SEE NOTE 1. TOP PLATE. SEE NOTE 1. I PLAN FOR DETAILS. �" < HEEL < 1'-0" TYPICAL CONNECTION HEEL < 5 NOTES: 1. TOP PLATE TO STUD SDK ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS. 2. H2.5T MAY BE SUBSTITUITED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T AT TOP PLATE TO STUD SPACE 0 48" O.C. s 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 SOLE PLATE CONNECTOR LOCATED WITHIN 6" OF STUD PACK. OMIT IF SHEARWALL HOLD DOWN IS SPECIFIED X81 TYPICAL HE SO.0 4'-0" l MIN. WINDOW SILL SCHEDULE ROUGH OPENING DROPPED HEAD OR SILL PLATES MINIMUM END FASTENER EACH END 5 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS 5 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS F 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS ARCHED TRANSOM OPTION: 2x SPF DIAGONAL BLOCKING I 12" 1 1/2 , WALL FRAMING AT MAX. MIN. SOLE PLATE ANCHOR: RAISED HEADER CONDITION FROM SOLE SEE SCHEDULE PLATE BREAK', BUILDER MAY CHOOSE EITHER THE DROPPED WALL FRAMING AT HEADER CONDITION OR RAISED HEADER CONDITION. PROPPED HEADER CONDITION SOLE PLATE ANCHOR 1L HOLD DOWN. 2-Y4'3x3xY4" SLOTTED I WASHER PUSHED TO OUTSIDE BUTT JOINT 5x3xY" SLOTTEDI FACE OF WALL. VASHER PUSHED I -0 OUTSIDE 'ACE OF WALL. PLAN VIEW Y2" THREADED ROD EPDXIED 4" OR )/2"0x6" SIMPSON TITEN HD. SECTION VIEW 12" LV2I BOUNDARY OF SHEATHING. PT. SYP#2 MAX. SILL PLATE. DROPPED EXAMPLE OF PANEL FASTENED w/ 3-0.131"x3" BREAK EDGE w/ BLOCKING 24" 3x3xO.229" HEADER 2Y4" EA. END TYPICAL. GENERAL NOTES. 24" 3x3xO.229" 2 SHEATHING MAY EXTEND 2" STAGGERED ° BEAM. PAST BLOCKING- WINDOW SYP#2 HEADER, # 3 PLY BEAM, ATTACHMENTS MUST N N PER PLANS. ANCHOR INTO 2x MATERIAL. 2x4 MEMBERS: ° JACK AND (1) ROW OF 10d KING STUDS, SEE PLAN. NAILS @ 4" O.C. , AT 12" O.C. AT TWO STORY CONDITIONS, WINDOW SILL SEE PROVIDE SOLID BLOCKING EA. SIDE. 2x6 MEMBERS: SCHEDULE. WITHIN FLOOR SYSTEM AT ALL UPPER LEVEL POSTS & JACK (2) ROW OF 10d AT 12" O.C. NAILS @ 4" O.C. STAGGERED STUDS. SDWC15600 SCREW 2 & 3 PLY BEAMS 2x4 OR 2x6 POST 2x8 POST (3)ROWS OF 5" (3)ROWS OF 63/4" TRUSSLOK SEE 8/SO.O. I 12" 1 1/2 , WALL FRAMING AT MAX. MIN. SOLE PLATE ANCHOR: RAISED HEADER CONDITION FROM SOLE SEE SCHEDULE PLATE BREAK', BUILDER MAY CHOOSE EITHER THE DROPPED WALL FRAMING AT HEADER CONDITION OR RAISED HEADER CONDITION. PROPPED HEADER CONDITION SOLE PLATE ANCHOR 1L HOLD DOWN. 2-Y4'3x3xY4" SLOTTED I WASHER PUSHED TO OUTSIDE BUTT JOINT 5x3xY" SLOTTEDI FACE OF WALL. VASHER PUSHED I -0 OUTSIDE 'ACE OF WALL. PLAN VIEW Y2" THREADED ROD EPDXIED 4" OR )/2"0x6" SIMPSON TITEN HD. SECTION VIEW 12" LV2I BOUNDARY OF SHEATHING. PT. SYP#2 MAX. SILL PLATE. { MIN. EXAMPLE OF PANEL SOLE PLATE BREAK EDGE w/ BLOCKING 24" 3x3xO.229" WHERE REQUIRED BY 2Y4" %'Ox6" TITEN HD GENERAL NOTES. SOLE PLATE ANCHOR SCHEDULE ANCHOR EXT. WALL SPACING SHEARWALLS SPACING WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE Y"0 EPDXY 42" 24" 3x3xO.229" 4" 2Y4" %'Ox6" TITEN HD 42" 24" 3x3xO.229" 2 PLY NAIL SPACING AT SUPPORTED' ,EDGES, GENERAL' NOTES. EXAMPLE OF UNSUPPORTED (UNBLOCKED) PANEL EDGE NOTES: (TYPICAL). 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO CORNERS AND PLATE BREAKS AND KING STUDS. NAILING TO INTERMEDIATE SUPPORT IS 6" O.C. MAX. 2. WASHERS SHALL BE SLOTTED. (LION). 3. AS AN ALTERNATE TO THE 3"X3"XY4" PLATE WASHER, A 3"X3"X'/8" W/ 1'/2"D ROUND STEEL WASHER MAY BE USED. SOLE PLATE ANCHOR DETAIL h SCHEDULE SCALE: 3/4" = V-0" KING STUD TO TOP PLATE: SDWC15600 SCREW. NOT REQUIRED AT GABLE - ENDS OR OPENINGS LESS THAN 4'-6" TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. (2)12d TOE NAILS E.E. (MIN) HEAD OR SILL, - PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. SOLE PLATE ANCHOR PER SCHEDULE SINGLE STORY ER STRAPPING KING & JACK STUDS SEE PLAN KING STUD TO FRAMING BELOW: CS18 STRAP w/6-10dx1Y" NAILS EACH END. STRAP ATTACHMENT CAN BE INTERIOR OF EXTERIOR SIDE OF WALL STRAP NOT REQUIRED AT THE FOLLOWING: GABLE ENDS OF JACK TRUSSES LESS THAN 8' OR OPENINGS LESS THAN 3'-6' STRAPPING NOT REQUIRED AT LOWER LEVEL HEADERS UNLESS SPECIFIED ON PLAN TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. LHEAD OR SILL, PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. MULTISTORY (STACKED WINDOWS RATED SHEATHING, SEE GENERAL NOTES. ROOF TRUSSES, OR FLOOR JOISTS. ROOF AND FLOOR SHEATHING NAILING SCALE: 3/4" = 1'-0" 2x4 BLOCKING @24" O.C. FASTEN EACH END w/3 -10d TOENAILS. STUD BELOW LOWER TOP - IT -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 INTERSECTIONS STUDS CONFIGURATIONS TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. STUD OR 2) BLOCKING FAST W/8 -10d COMMC SCHEDULE ROUGH OPN'G, SEE ARCH. MULTI STORY (UNSTACKED WINDOWS) TRUSS TO PLATE: - SDWC SCREW PLATE TO HEADER: SDWC SCREW @ 24" O.C. 2X6 WALL TRUSS TO (� PLATE: SDWC I SCREW PLATE TO HEADER:�I SDWC SCREW @ L 24" O.C. 2X4 WALL HEADER FASTENING SECTION KING STUCS18 STRDAP W/6 TO FRAMING Y2ELOW: OFFICE C 01 NAILS EACH END. STRAP ATTACHMENT CAN BE INTERIOR OR EXTERIOR SIDE OF WALL. STRAP NOT REQUIRED AT THE FOLLOWING: GABLE ENDS OR JACK TRUSS�SF AN 8' OROR CODE COMPLIANCE TH THAN 3'-6" CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL. REVIEWED BY:- / / k' y DATE: // i? )�/ Lou Ponti3o and Associates. Inc. 120 Osceola Avenue Jax, Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 : - 469 :z.� 13, ej F d T A'- RIO ° .• N aaaaaaanunawocsca� .- Christopher J SabouriII PE FL PE#71461 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL ALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. 2 z ULD Q '^ � m D � ~ Q pZa m�LP J Q O 0 � w � � m 0 J U DESIGN CRITERIA AND GENERAL NOTES DO NOT SCALE DIMENSIONS FROM THESE', DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. ['LAN NAME CAPTIVA - CLASSIC DESIIGN/DRAWN/CHECKED CS / KM /LAP DATE 11.13.17 SCALE - AS NOTED LPA No. TOLL -17-01050 CONTROL No. 5283 SHEET SO.0 SHEET � OF 9 (3) ROW OF 10d NAILS @ 8" O.C. 2 PLY STAGGERED ° BEAM. 3 PLY BEAM, N N 2x4 MEMBERS: ° (1) ROW OF 10d (4) ROWS 12d NAILS @ 4" O.C. , AT 12" O.C. EA. SIDE. 2x6 MEMBERS: (3) ROWS 12d (2) ROW OF 10d AT 12" O.C. NAILS @ 4" O.C. STAGGERED EA. SIDE. 2 & 3 PLY BEAMS 2x4 OR 2x6 POST 2x8 POST (3)ROWS OF 5" (3)ROWS OF 63/4" TRUSSLOK TRUSSLOK ENGINEERED WOOD ENGINEERED WOOD FASTENERS @ 24"o.c FASTENERS @ 24"o.c AS SHOWN AS SHOWN 4 -PLY 14" LVL AND GREATER NOTES: 1. TYP. CONNECTION AT STUD COLUMNS, JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS BUILT-UP MEMBER FASTENING KING STUD TO TOP PLATE: SDWC15600 SCREW. NOT REQUIRED AT GABLE - ENDS OR OPENINGS LESS THAN 4'-6" TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. (2)12d TOE NAILS E.E. (MIN) HEAD OR SILL, - PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. SOLE PLATE ANCHOR PER SCHEDULE SINGLE STORY ER STRAPPING KING & JACK STUDS SEE PLAN KING STUD TO FRAMING BELOW: CS18 STRAP w/6-10dx1Y" NAILS EACH END. STRAP ATTACHMENT CAN BE INTERIOR OF EXTERIOR SIDE OF WALL STRAP NOT REQUIRED AT THE FOLLOWING: GABLE ENDS OF JACK TRUSSES LESS THAN 8' OR OPENINGS LESS THAN 3'-6' STRAPPING NOT REQUIRED AT LOWER LEVEL HEADERS UNLESS SPECIFIED ON PLAN TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. LHEAD OR SILL, PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. MULTISTORY (STACKED WINDOWS RATED SHEATHING, SEE GENERAL NOTES. ROOF TRUSSES, OR FLOOR JOISTS. ROOF AND FLOOR SHEATHING NAILING SCALE: 3/4" = 1'-0" 2x4 BLOCKING @24" O.C. FASTEN EACH END w/3 -10d TOENAILS. STUD BELOW LOWER TOP - IT -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 INTERSECTIONS STUDS CONFIGURATIONS TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. STUD OR 2) BLOCKING FAST W/8 -10d COMMC SCHEDULE ROUGH OPN'G, SEE ARCH. MULTI STORY (UNSTACKED WINDOWS) TRUSS TO PLATE: - SDWC SCREW PLATE TO HEADER: SDWC SCREW @ 24" O.C. 2X6 WALL TRUSS TO (� PLATE: SDWC I SCREW PLATE TO HEADER:�I SDWC SCREW @ L 24" O.C. 2X4 WALL HEADER FASTENING SECTION KING STUCS18 STRDAP W/6 TO FRAMING Y2ELOW: OFFICE C 01 NAILS EACH END. STRAP ATTACHMENT CAN BE INTERIOR OR EXTERIOR SIDE OF WALL. STRAP NOT REQUIRED AT THE FOLLOWING: GABLE ENDS OR JACK TRUSS�SF AN 8' OROR CODE COMPLIANCE TH THAN 3'-6" CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL. REVIEWED BY:- / / k' y DATE: // i? )�/ Lou Ponti3o and Associates. Inc. 120 Osceola Avenue Jax, Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 : - 469 :z.� 13, ej F d T A'- RIO ° .• N aaaaaaanunawocsca� .- Christopher J SabouriII PE FL PE#71461 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL ALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. 2 z ULD Q '^ � m D � ~ Q pZa m�LP J Q O 0 � w � � m 0 J U DESIGN CRITERIA AND GENERAL NOTES DO NOT SCALE DIMENSIONS FROM THESE', DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. ['LAN NAME CAPTIVA - CLASSIC DESIIGN/DRAWN/CHECKED CS / KM /LAP DATE 11.13.17 SCALE - AS NOTED LPA No. TOLL -17-01050 CONTROL No. 5283 SHEET SO.0 SHEET � OF 9 BLOCKING ONLY REQUIRED AT SHEARWALLS AND STUCCO FINISH 16d COMMONS ® 8" O.C. CONT. RIBBON BOARD (TYP) FLOOR TRUSSES OR JOIST. 5-8d COM EACH SIDE OF SPLICE 16d COMMONS 0 8" O.C. CONT. RIBBON BOARD (TYP) FLOOR TRUSSES j`\\\ OR JOIST. 8d COM 0 3" O.C. EACH SIDE OF SPLICE SHEATHING SPLICE 3/4" OSB or PLYWOOD RIM BOARD Y4" SHORTER THAN WALL FRAMING WALL FRAMING -FLOOR SYSTEM. ALIGN VERTICAL JOINTS WITH II WALL SHEATHING SHEATHING SPLICE I L JOINTS BLOCKING ONLY REQUIRED �L 5-8d COM AT SHEARWALLS AND EACH SIDE STUCCO FINISH OF SPLICE OPTION 1 OPTION 2 OVER LAP SHEATHING APA RIM BOARD OPTION NOTE 1: 1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS S0.1 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 WALL FRAMING LINE % INSTALL FLOOR TO J FLOOR STRAPPING PER OPTION 1 OR 2 FLOOR TRUSS PARALLEL SO.1 _WALL STUDS AT 16" O.C. 8d COMMON NAILS AT 3" O.C.(TYP) 2x4 BLOCKING. FASTEN WALL STUDS EACH END w/3 -10d 2x12 OR (2)2x6 OR 0)2x4 SYP#2 LEDGER, TOENAILS AT 16" O.C. FASTEN TO ROOF FRAMING BELOW ROOF SHEATHING "/ 4-12d NAILS AT EACH RAFTER. ROOF TRUSS ROOF TRUSS) SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER JLVi 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/ 5-1/4"0x6" SDS SCREWS 776-1250 2x8 w/ 8-0.131x3" 2346-3125 2x12 w/ 8-I/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 TRUSS TO LEDGER CONNECTION BY TRUSS ENGINEER. NOT SHOWN FOR CLARITY WASHER DOUBLE TOP PLATE STEEL COUPLER (OPTIONAL, LOCATE AS NEEDED) UPLIFT CONNECTOR SEE PLAN FULL HEIGHT THREADED ROD SEE PLAN FLOOR FRAMING FULL HEIGHT THREADED ROD FOUNDATION, SEE PLAN PER PLAN. LEMBEDMENT DEPTH O OVERFf� AME RAFTERS, SEE PLAN. THREADED SYP#2 2x4 NAILER FASTENED TO TRUSS © PLATE O ROOF -\ BOT CHORD w/ 0.131x3"@ 3" O.C. WOOD PLATE HOLE FROM RAFTER TO LEDGER f WASHER SPEC. 2x4 SYP#2 CATS AT 12" LEDGER TO ROOF MEMBER.2x4 3/8 TRUSS. FLOOR OR SPF#2 i FASIENED TO SHEATHING w 8d 0 3" O.C. / ROOF 5/8 WHEN OVERFRAME O.C. FASTENED TO TOP 3x3x'/4" fROOF TRUSS. TO BE THE LESS THAN 4'-0" ROOF MEMBER. BETWEEN OVERFRAMING RAFTER TRUSS. AND ATTACHED TO EACH SDWC 15600 PLATE w/ 4-0.131x3" BASE OF POST BELOW. & (1) ADJ. 111/4 �PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT o SHEATHING FASTENED TO TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. GABLE END WALLS PROVIDE DIAGONALS ®32" O.C. COMMON. CONTINUOUS CONTINUOUS LATERAL BRACING, SEE MAX. TOP PLATE w/ 10d ® 3" O.C. SCREWS LOCATION. IF MORE THAN (1) LATERAL I`I ADJACENT EXTERIOR PERPENDICULAR BRACE IS NEEDED, OVERLAP BRACE 16" MAX SHEARWALL AS SHOWN, ALL FASTEN CATS EACH END w/ 2x SYP#2 CONT. ATTACH TO TOP PLATE AND TRUSS SHEAOSB T 3-0.131x3" COMMON TOE NAILS II II w/ 0.131x3" 0 3" O.C. EDGE OF NECESSARY AT HIP ROOFS. ALSO 2x MAY OVERHANG TOP PLATE. SHEARWALL ALONG EXTERIOR WALLS PARALLEL TO SHEARWALL OR SHEARWALL EXTERIOR WALL ALTERNATE A ALTERNATE B ALTERNATE C ALTERNATE G 7/,F" OSB DIAPHRAGM FASTEN ROOF FLOOR DECK 10d CD4"O.C. TO NAILER w/ (1) ROW 8d TRUSS. - _ FLOOR 2x4 SPF#2 CONTINUOUS TRUSS. 0 3" O.C. FASTEN TO TOP " LEDGER FASTENED PLATE w/ (2) ROWS I/ta OSB TRUSS WEBS WIT OF 8d (D 3" O.C.i BLOCKING w/3 -0.131x3" SHEARWALL NOTES: 2x4 SPF PANEL FLOOR COMMO11. 1. A ROOF TRUSS, SYP#2 2x4 NAILER FASTENED ALL AROUND FRAMING CONTRACTOR MAY TO TRUSS BOT. CHORD w/T ,1 II 11 FASTEN CATS EACH END w/ I; 2x4 SYP#2 CATS AT 12" CHO SE A,B,C,D, OR G. (2) ROWS 0.131x3" 0 3" O.C. :1 INTERIOR 3-0.131x3" NAILS 0 6" O.C. 11 O.C. FASTENED TO TOP 2. USE ALTERNATE A. ' SHEARWALL. PLATE w/ 4-0.131x3" ATEXTERIOR WALLS SW -2 SHEARWALL OR COMMON. ENDING BETWEEN ROOF 5-16d NAILS EXTERIOR WALL TRUSSES. ALTERNATE D ALTERNATE E (TYPICAL) ALTERNATE F 3. USE ALTERNATE E & FOR FLOOR TRUS3 ATTACHMENT SHEARWALL ATTACHMENT AT ROOF Et FLOOR 5111111111111111, SO.1 _WALL STUDS AT 16" O.C. 8d COMMON NAILS AT 3" O.C.(TYP) 2x4 BLOCKING. FASTEN WALL STUDS EACH END w/3 -10d 2x12 OR (2)2x6 OR 0)2x4 SYP#2 LEDGER, TOENAILS AT 16" O.C. FASTEN TO ROOF FRAMING BELOW ROOF SHEATHING "/ 4-12d NAILS AT EACH RAFTER. ROOF TRUSS ROOF TRUSS) SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER JLVi 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/ 5-1/4"0x6" SDS SCREWS 776-1250 2x8 w/ 8-0.131x3" 2346-3125 2x12 w/ 8-I/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 TRUSS TO LEDGER CONNECTION BY TRUSS ENGINEER. NOT SHOWN FOR CLARITY WASHER DOUBLE TOP PLATE STEEL COUPLER (OPTIONAL, LOCATE AS NEEDED) UPLIFT CONNECTOR SEE PLAN FULL HEIGHT THREADED ROD SEE PLAN FLOOR FRAMING FULL HEIGHT THREADED ROD FOUNDATION, SEE PLAN PER PLAN. LEMBEDMENT DEPTH O OVERFf� AME RAFTERS, SEE PLAN. THREADED 1 © PLATE O SON H3 w/ 10-8d COMMON ROD 0 WOOD PLATE HOLE FROM RAFTER TO LEDGER f WASHER SPEC. EMBEDMENT DEPTH LEDGER TO ROOF MEMBER.2x4 3/8 THESE STRAPS SPF#2 2x2x'/8" MAY BE OMITTED BLOCKING 5/8 WHEN OVERFRAME TO BOTH H3 ABOVE 3x3x'/4" RAFTER LENGTH IDE MTS12 QR CS16 DIRECTLY TO BE THE LESS THAN 4'-0" ROOF MEMBER. BETWEEN OVERFRAMING RAFTER HOLD DOWN AT AND ATTACHED TO EACH AND ROOF MEMBER. 2)2x4 WOOD BASE OF POST BELOW. & (1) ADJ. OPTION A �PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT o TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. GABLE END WALLS PROVIDE DIAGONALS TO BE BRACED. DECK LEDGER AT OVERFRAME RAFTERS V ltu50.1 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. D NA FULL HEIGHT PLAN 1011/ 1XIV ANCHORING SPECIFICATIONS SOLEDOUBLE FULL HT. PLATE FULL HT. TOP PLATE. ANCHOR ANCHOR WALL STUD OA OR POST. O ELEVATION � © FULL HT. ANCHOR AT SILL PLATE AT TOP PLATE FULL HEIGHT ANCHOR INSTALLATION CHART THREADED 0 © PLATE O SEE PLAN ROD 0 WOOD PLATE HOLE CONCRETE HOLE WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE 3/8 '/2 "0 /2 "0 2x2x'/8" 4" 4" 2" 3" 5/8 3/4"0 3/a"0 3x3x'/4" 7.5 12 2Y2" 3" TO BE THE MONO STEM MONO STEM FULL HEIGHT ANCHOR WALL SECTION THREADED ROD INSTALLATION CHART FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN ANCHORING SYSTEM: THE THREADED ROD ANCHORING SYSTEM SHALL CONSIST OF -Y8"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 Y8" 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 34" LARGER THAN THE DIAMETER OF THE THREADED ROD USED. WHILE SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE ROD SHALL BE INSTALLED APPROXIMATELY CENTERED IN HOLE. RODS MAY BE SLANTED FROM TRUE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SECURED OVER THE WASHER TO A SNUG -TIGHT CONDITION PLUS ONE-HALF TURN OF A STANDARD WRENCH (APPROAMATELY 30 FT. -LEIS. 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 2X4 T -BRACE. ONLY REQUIRED FOR BRACE LENGTHS > 8'-0". FASTEN w/10d COMMONS ® 6" ON -CENTER 2x6 SYP#2 BLOCKING BETWEEN 2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP FASTENED TO TOP PLATE w/ 10d 0 4" O.C. PLATE w/ 10d 0 3" O.0 P RCH SHEATHING, HEADER SEE SPECIFICATIONS BELOW END I )RCH PARA HEADER & SUPPORT TO WALL PORCH POST, PER PLAN. I� (2)MSTA24 PERPENDICULAR STRAPS TO WALL 24" 16 GUAGE POST BASE: STRAP w/11- POST 24" 16 GLACE 4x4 POST-ABU44 10dx1Y2" EA. END BELOW STRAP w/11- 6x6 POST:ABU66 10dx1)2" EA. END PORCH. PORCH HEADER, SLAB SEE PLAN 7S16 TRAPS MSTA24 Sia" ROD STRAPS EPDXIED 6" MIN PLAN VIEW PLAN VIEW OF ELEVATION VIEW OF PORCH HEA R PORCH HEADER PORCH HEADER AT CORNER AT POST AT POST PORCH SHEA SPECIFICATIONS: '/z " GYPSUM (WA R PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6" O.C. EDGE & FIELD OR (OR GREAT E ) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD TYPICAL PORCH FRAMING DETAILS SEE DETAIL 5/SO.1 FOR DIAPHRAGM ATTACHMENT WHERE APPLICABLE \ I� If A II fi--------- L�+----- I II LlF ----------- I I 8d®3" 6" SW 8d@3"/6" PERFORATED SHEARWALL SEGMENTED SHEARWALL - UPPER TO LOWER STUDS �A - UPPER TO LOWER STUDS SW 8d(0,5{ 6: (2) CS18 STRAPS SW 8d@3/6: (2) CS18 STRAPS 8 -END STUDS i0 FOUNDAl10N oB - END STUDS TO FOUNDATION W 8d0'/6. HTT5 OR HDU5 SW 8d03/6: HTT5 OR HDU5 -CJ'- SOLE PLATE ANCHORS C - SOLE PLATE ANCHORS SEE SCHEDULE ON DETAIL 3/SOLO EE SCHEDULE ON DETAIL 3/SO.0 SHEARWALL NOTES 1. PROVIDE �/6" OSB SHEATHING WITH 8d COMMONS ® 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. PROVIDE 2x BLOCKING Al ALL PANEL EDGES. 2. PROVIDE A MINIMUM 01 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS END POSTS FOR SW. 3. FASTEN ALL INTERIOR '� 10 ROOF OR FLOOR TRUSSES PER 5/SO.1 4. INSTALL INTERIOR FOOII G GE LOW SHEARWALL PER DETAILS ON S1.0 TYPICAL �,HEARWALL ELEVATION PROVIDE SOLID BI I)C,'ING WITHIN =LOOR SYSTEM AT SW END POSTS. i L4 -12d ROOF NAILS (T ' ) _ 2x4 SYP#2 OUTLOOKERS TRUSS 0 24" O.C. VH3 OR H2.5T HURRICANE CLIP 0 EA. OUTLOOKER TO TRUSS. 2X6 ANGLE BRACE WALL SHEATHING UP GABLE END TRUSS. 2X4 #2 SYP BLOCK 0 EACH GABLE BRACE. FASTEN EACH END W/ 3-10d TOENAILS BLOCK TO DBL TOP v PLT W/ 2-H2.5T 0.131x3" TOE NAILS 0 8"O.C. FROM BOT. CHORD OF TRUSS TO DBL. TOP PLATE 2x4x6' SYP#2 LATERAL BRACE EA. I X -BRACE w/ 2-16d INTO BOTTOM 8-10d I LSTA12 0 48" O.C. OR DBL TOP PLT COMMONS CHORD OF EA. TRUSS. TO GABLE TRUSS BOTTOM CHORD W/ 10 GABLE END BRACING SDWC15600 0 36" O.C. OMIT IF SHEATHING OVERLAPS GABLE 12" MIN S0.1 NOTES: 1. SPACE GABLE END BRACING 0 4'-6" MAX. 2. ALL MATERIAL TO BE SYP#2 FULL HEIGHT ROD TURN TITEN HD COUPLER TIGHT AGAINST PLATE SIMPSON TITEN HD ROD COUPLER RODS - THD37634RC V FULL HEIGHT ROD ALTERNATE 13 ATTACHMENT so.1 6" LSTA12 FOLDED OVER TOP DBL. TOP MAX NOTCH HEADER PLATE BELOW TOP PLATE SEE PLAN SHEATHING IS INSTALLED (1)MSTA24 STRAPS PORCH 8 -GUN NAILS PROVIDE 1x4 SYP#3 OR BETTER T -BRACE' HEADER, TO 3�i BOTTOM CHORD BRACING SEE PLAN. FULL HEIGHT I°I IICHORDS PERPENDICULAR TO TRUSS BOTTOM ANCHOR OR DTT2Z TO BE THE HOLD DOWN AT AND ATTACHED TO EACH FRONT SIDE OWEBS.­ 2)2x4 WOOD BASE OF POST BELOW. & (1) ADJ. OPTION A TO PORCH HEADER. WALL SHE, 8d COMMON WIRE t TO BLOCKING 0 3" 2x4 BLOCKING BETWEEN EA. TRUSS. ATTACH AT EACH WALL STUD w/ 3-16 NAILS AT EA. FRAMING INTERSECTION. (MIN. OF 6-16d BETWEEN EACH TRUSS) 8 -GUN ° NAILS FULL HEIGHT ANCHOR OR DTT2Z HOLD DOWN AT MIN. (2)2x4 WOOD BASE OF POST BELOW. & (1) ADJ. OPTION B TO PORCH HEADER. (� TYPICAL PORCH BEAM CONNECTION IF TRUSS REACTION EXCEEDS 23001bs PROVIDE CRIPPLE STUDS DIRECTLY BENEATH TRUSS 2-SIMPSON H2.5T. , I I n STRAP KING POST TO POST BELOW WITH 2-CS16 STRAPS WHEN FULL HEIGHT ANCHORS ARE NOT USED STRAP KING f POST BELOW WITH STRAPS WHEN FULL FitIGFi l ANCHORS ARE NOT USED PERPENC Lou Pontigo and Associates, Ill c. 420 Osceola Avenue JaxBeach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 ✓ALL FRAMING SOLID BLOCKING :ATHING EDGE i�+r�'a o s� , .'• 3{, 4f RAJ 00 w•PR \. T> 611 p. a ! r- 0. fr PERPENDICULAR SS CONNECTION S E F DETAIL B ABOVE 5-0.131x3" EA. STUD. ♦I" f+i�aiY; ��� rr'tsrr anaa+o°Ete PARALLEL TRUSS DETAIL A Christopher ) Sabourin PE FL PE471461 WALL ADJ. TO ROOF CONNECTION SEE CUNSIRUCIION SPECIFICATIONS FOR ROOF AND WALL SHEATHING AND STUD FRAMING. HEADER DOWN CONNECTION LSTA12 FOLDED OVER TOP DOUBLE TOP PLATE CONTINUOUS OVER 6" HEADER PLATE w/5 -10d NAILS INTO TOP PLATE & 5-10d NAILS INTO BEAM. SPACE MAX ® 48" O.C. OMIT IF WALL SEE PLAN SHEATHING IS INSTALLED (1)MSTA24 STRAPS ON FACE OF BEAM 8 -GUN ° NAILS FULL HEIGHT ANCHOR OR DTT2Z HOLD DOWN AT MIN. (2)2x4 WOOD BASE OF POST BELOW. & (1) ADJ. OPTION B TO PORCH HEADER. (� TYPICAL PORCH BEAM CONNECTION IF TRUSS REACTION EXCEEDS 23001bs PROVIDE CRIPPLE STUDS DIRECTLY BENEATH TRUSS 2-SIMPSON H2.5T. , I I n STRAP KING POST TO POST BELOW WITH 2-CS16 STRAPS WHEN FULL HEIGHT ANCHORS ARE NOT USED STRAP KING f POST BELOW WITH STRAPS WHEN FULL FitIGFi l ANCHORS ARE NOT USED PERPENC Lou Pontigo and Associates, Ill c. 420 Osceola Avenue JaxBeach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 ✓ALL FRAMING SOLID BLOCKING :ATHING EDGE i�+r�'a o s� , .'• 3{, 4f RAJ 00 w•PR \. T> 611 p. a ! r- 0. fr PERPENDICULAR SS CONNECTION S E F DETAIL B ABOVE 5-0.131x3" EA. STUD. ♦I" f+i�aiY; ��� rr'tsrr anaa+o°Ete PARALLEL TRUSS DETAIL A Christopher ) Sabourin PE FL PE471461 WALL ADJ. TO ROOF CONNECTION SEE CUNSIRUCIION 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 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN AAI II TIPI P RRA(.Fr) TRI ICCFC AC INIII('.ATFr) IN TRI IC4 CPFCIFICATInNC 1(1)MSTA24 STRAPS FOLD OVER TOP PLATE, (2)MSTA24 STRAPS FASTEN W/18 -10d FOLD OVER TOP PLATE \ FASTEN w/18 -10d1 MINIMUM 2 PLY MINIMUM STUD 2 PLY -i STUD AT 2ND STORY STUDS PROVIDE 1 CS18 STRAPS AT BASE OF STUDS (FLOOR TO FLOOR) SIMPSON DTT2Z /1_w/8- Y4"x1Y2"HTT5 SDS SCREWS q ALTERNATE FOR ALTERNATE FOR 3/8" FULL HEIGHT ROD 5/8" FULL HEIGHT ROD 14 FULL HEIGHT THREADED ROD so.1 ALTERNATE PERMANENT TRUSS BRACING SCALE: 3/4" = 1'-0" SIMPSON HTTS OR HDU5. FASTEN 26-10d COMONS RAIN 9 PI Y HTT5 or HDU5 EADED OXIED J DTT2Z MIN 2 PLY STUD IN LIEU OF 2 STUDS ITS ACCEPTABLE TO SISTER A 36" LONG STUD FASTEN w/12- 0.131 x3" GUN NAILS I I I SIMPSON DTT2Z j W/8- Y4"x1Y2" SDS SCREWS I I I Y2" THREADED ROD EPDXIED 4" MIN OR )2x6" TITEN HD HEADER UP CONNECTION CONNE CALL BLIT (1)DIAGONAL BRACE PER LS18 0 32" O.C. B SEE PLAN C (4) TRUSSES APPLIED PROVIDE 1x4 SYP#3 OR BETTER T -BRACE' FASTENED TO TO BACKSIDE OF WEB. BOTTOM CHORD BRACING WEB w/ 12d ® 6"O.C. I°I IICHORDS PERPENDICULAR TO TRUSS BOTTOM BRACING APPNWEBS TO BE THE AND ATTACHED TO EACH FRONT SIDE OWEBS.­ TRUS WITH 2-8d COMMON NAILS. AT ,°I AND GRADE AS WEB o a GABLE END WALLS PROVIDE DIAGONALS TO BE BRACED. `I CONTINUOUS CONTINUOUS LATERAL BRACING, SEE AT END WALLS PROVIDE DIAGONALS TRUSS SHOP DRAWING FOR QTY. AND (APPROXIMATELY 45%) TO THE LOCATION. IF MORE THAN (1) LATERAL I`I ADJACENT EXTERIOR PERPENDICULAR BRACE IS NEEDED, OVERLAP BRACE AS SHOWN, TO FORM A ZIGZAG PATTERN ALL CONSTRUCTED OF THE SAME BRACING 1(1)MSTA24 STRAPS FOLD OVER TOP PLATE, (2)MSTA24 STRAPS FASTEN W/18 -10d FOLD OVER TOP PLATE \ FASTEN w/18 -10d1 MINIMUM 2 PLY MINIMUM STUD 2 PLY -i STUD AT 2ND STORY STUDS PROVIDE 1 CS18 STRAPS AT BASE OF STUDS (FLOOR TO FLOOR) SIMPSON DTT2Z /1_w/8- Y4"x1Y2"HTT5 SDS SCREWS q ALTERNATE FOR ALTERNATE FOR 3/8" FULL HEIGHT ROD 5/8" FULL HEIGHT ROD 14 FULL HEIGHT THREADED ROD so.1 ALTERNATE PERMANENT TRUSS BRACING SCALE: 3/4" = 1'-0" SIMPSON HTTS OR HDU5. FASTEN 26-10d COMONS RAIN 9 PI Y HTT5 or HDU5 EADED OXIED J DTT2Z MIN 2 PLY STUD IN LIEU OF 2 STUDS ITS ACCEPTABLE TO SISTER A 36" LONG STUD FASTEN w/12- 0.131 x3" GUN NAILS I I I SIMPSON DTT2Z j W/8- Y4"x1Y2" SDS SCREWS I I I Y2" THREADED ROD EPDXIED 4" MIN OR )2x6" TITEN HD SINGLE BRACING NOTES AND SPECIFICATIONS TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXEPT FOR T -BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4 SPF#2 OR BETTER. (UON) 10 2.)BRACING LUMBER SHALL INTERSECT I THE WEB OF THE BRACED TRUSS, PER °I DELEGATED TRUSS ENGINEER. II 3.)PERMANENT PERMANENT BRACING °I WHERE NOTED ON TRUSS MFR. SHOP HEADER UP CONNECTION CONNE CALL BLIT TION UPLIFT CONNECTOR A LS18 0 32" O.C. B SEE PLAN C (1)CS16 STRAPS D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) SINGLE BRACING NOTES AND SPECIFICATIONS TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXEPT FOR T -BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4 SPF#2 OR BETTER. (UON) 10 2.)BRACING LUMBER SHALL INTERSECT I THE WEB OF THE BRACED TRUSS, PER °I DELEGATED TRUSS ENGINEER. II 3.)PERMANENT PERMANENT BRACING °I WHERE NOTED ON TRUSS MFR. SHOP MIN 2 PLY STUD IN LIEU OF 2 STUDS ITS ACCEPTABLE GIRDER TRUSS TO SISTER A OR BEAM 36" LONG STUD FASTEN w/12 - 0.131x3" GUN NAILS (2)MTS12 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. GIRDER TRUSS OFFICE CORY OR BEAM (2)MTS12 oe SIMPSON FULL HEIGHT LTT208 THREADED ROD (2)H2.5T (2)H2.5T WITHIN 6" OF MINIMUM GIRDER (SEE PLAN) 2 PLY AT 2ND STORY STUD STUDS PROVIDE Y2" THREADED ROD 2 CS18 STRAPS EPDXIED 4" MIN OR AT BASE OF STUDS Y2x6" TITEN HD (FLOOR TO FLOOR) MINIMUM 2 PLY HOLD DOWN SEE PLA STUD 3/8" ROD = DTT2Z %" ROC = HTT5 BUILT-UPOST, BUILT-UP POST,- SEE PLAN. SEE PLAN. LTT208 OPTION 1 OPTION 2 FULL HEIGHT TR CONVENTIONAL HOLD DOWN ATTACHMENT DETAILt6 GIRDER / BEAM STRAPPING WHEN OTED S0.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN REVISIONS DATE I i I FIELD ALTERATION CON FRAC"I OR SHALL COW ACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ,ALTERNATIONS MADE PRIOR "10 BEING'. APPROVED BY LOU PONTIGO 6 A5SOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. 2 z U� QLn � w w � m D � ~ Q pZa mLn J Q 0 O � W F � m Q 0 .J U TYPICAL FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR ""TACT THE E.O-R. I'LAN NAME CAPTIVA - CLASSIC DESIGN/DRAWN/CHECKED CS / KM / LAP DATE 11.13.17 SCALE AS NOTED LPA No. TOLL -17-01050 CONTROL No. 5283 SHFET so.] SHEET 2 OF g DRAWINGS. THE CONTRACTOR SHALL II °I II PROVIDE 1x4 SYP#3 OR BETTER T -BRACE' FASTENED TO BOTTOM CHORD BRACING WEB w/ 12d ® 6"O.C. I°I IICHORDS PERPENDICULAR TO TRUSS BOTTOM T -BRACE TO BE THE AND ATTACHED TO EACH SAME SIZE, SPECIES TRUS WITH 2-8d COMMON NAILS. AT ,°I AND GRADE AS WEB II GABLE END WALLS PROVIDE DIAGONALS TO BE BRACED. `I AT END WALLS PROVIDE DIAGONALS (APPROXIMATELY 45%) TO THE I`I ADJACENT EXTERIOR PERPENDICULAR WALL BETWEEN EACH LINE OF BRACING TO FORM A ZIGZAG PATTERN ALL CONSTRUCTED OF THE SAME BRACING CO MATERIAL. THIS REQUIRMENT IS NOT NECESSARY AT HIP ROOFS. ALSO ALONG EXTERIOR WALLS PARALLEL TO MIN 2 PLY STUD IN LIEU OF 2 STUDS ITS ACCEPTABLE GIRDER TRUSS TO SISTER A OR BEAM 36" LONG STUD FASTEN w/12 - 0.131x3" GUN NAILS (2)MTS12 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. GIRDER TRUSS OFFICE CORY OR BEAM (2)MTS12 oe SIMPSON FULL HEIGHT LTT208 THREADED ROD (2)H2.5T (2)H2.5T WITHIN 6" OF MINIMUM GIRDER (SEE PLAN) 2 PLY AT 2ND STORY STUD STUDS PROVIDE Y2" THREADED ROD 2 CS18 STRAPS EPDXIED 4" MIN OR AT BASE OF STUDS Y2x6" TITEN HD (FLOOR TO FLOOR) MINIMUM 2 PLY HOLD DOWN SEE PLA STUD 3/8" ROD = DTT2Z %" ROC = HTT5 BUILT-UPOST, BUILT-UP POST,- SEE PLAN. SEE PLAN. LTT208 OPTION 1 OPTION 2 FULL HEIGHT TR CONVENTIONAL HOLD DOWN ATTACHMENT DETAILt6 GIRDER / BEAM STRAPPING WHEN OTED S0.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN REVISIONS DATE I i I FIELD ALTERATION CON FRAC"I OR SHALL COW ACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ,ALTERNATIONS MADE PRIOR "10 BEING'. APPROVED BY LOU PONTIGO 6 A5SOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. 2 z U� QLn � w w � m D � ~ Q pZa mLn J Q 0 O � W F � m Q 0 .J U TYPICAL FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR ""TACT THE E.O-R. I'LAN NAME CAPTIVA - CLASSIC DESIGN/DRAWN/CHECKED CS / KM / LAP DATE 11.13.17 SCALE AS NOTED LPA No. TOLL -17-01050 CONTROL No. 5283 SHFET so.] SHEET 2 OF g ------ GOAL POST. FASTEN TO STUD NyS AT PACK WITH 2 -ROWS OF 16d -AINOUGH RING SHANK NAILS 0 12" O.C. �NING ATTACH GARAGE DOOR THRU UPRIGHT BUCK DIRECTLY INTO STUD PACK , PER GARAGE DOOR IfF SUPPLIER H TIT 5 w 5h," THREADED ROD EPDXIED 12" �A �RA G E ."N.GWALL SECTION ; PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. I LTT20B -D IN SLAB AREADED DXIED 4" OVERLAP SIDEWALL TOP PLATE OVERLAP SIDEWALL TOP PLATE ALWAYS PLACE HEADER AT ALWAYS PLACE TOP OF ROUGH . . . . . . .. . . . . . . . . . T OPENING EHEADER AT Top 0 U TOP OF ROUGH 0 op I PENING 1/,"o THREADED ROD . . .. . . . . . . . . . . (2)20aa STRAPS . ... . . . . . . . . . w/]Ix3XV�" PLATE HEADER TO JACK . . . . . . . . . . . HTT5 w/ " 8 THRi -ADED ROD (2�20ga STRAPS . . . . ... . . . . . . . HTT5 W/ 114 EPDXIED 12" . . . . .. . . . . . . . HEADER TO JACK 5/," THREADED ROD MAX . . . . . . . . . EPDXIED 12" LEXTEND HEADER TO 0 2 2 2 FAR SIDE OF WALL A EXTEND HEADER TO 2 2 2 7--6X6 AS SHOWN. FAR SIDE OF WALL C �6 6 �6 (2)2x6 (2)2x6 S" , F#2/ AS SHOWN. 4'-O"x4'-O" PIECE OF WALL SHEATING INSTALL AT UPPER JACKS 4'-O"x4'-O" PIECE OF WALL (2)2x6 CORNER 1" BELOW GARAGE HEADER AND (1) ... HTT5 wl JACKS ON EXTERIOR STUD (TRIMED AS DETAIL A KING. SHEATING INSTALL AT UPPER I" CORNER 1" BELOW GARAGE HEADER DE _AIL % THREADED ROD AND (1) ....... SHOWN) ON EXTERIOR STUD (TRIMED AS EPDXIED 12* KING. SHOWN) FASTEN SHEATING TO HEADER w/ 8d COMMON Ca GALV. BOX NAILS FASTEN SHEATING TO HEADER wl 8d COMMON QE GALV_ BOX NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING HTT5 W/ IN 3" G ID PATTERN AS SHOWN AND 3' O.0 IN ALL FRAMING (STUDS, BLOCKING & SILLS) TYP. THREADED ROD (STUDS, BLOCKING & SILLS) TYP. -7. - - -16d SINKERS EPDXIED 12 DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER wl 3 A DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SIN 'A 6x6 POST WITH ABU66 0 THREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWE N w/ 5/,," THREADED ROD ASHER- EPDXIED 12" MIN, T & 3x3x'/4 STUD DRILLED AND EPDXIED w/ 12* EMBEDMEN (��EN�CGS�ARA�GE W�ING� WALL FRAMING LESS THAN 12" WHEN A I xA/'Klr,- WALL 121 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN A 11 KING STUD TO TOP ELATE* SDWC15600 SCREW. STUD TO TOP PLATE. SOWC1 5600 SCREW. 0 32" D.C. 1 -MSTA24 BOT PLATE TO FRAMING BELOW CS18@ 32" O.C. —`\ WALL STRAPPING DETAI jo THIS DETAIL ONLY APPLIES WHEN NOTE I DN PLAN -HIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN CS1 B dx1y; EACH 0 48" O.0 S -AN BE INST*A -_ :-� H E R FACE C.- m -LOOR 8d 0 3' FLOOR FLOOR SSES— TRUSSES TRUSSES CI;_ OIST OR JOIST. OR JOIST. OPTION B OPTION A OVERLAP STRAPPIN.'.'z SHEATHINQ_ -7--\ WALL STRAPPING OVER BEA\A TH.S DETAIL C'�LY APPLIES WHEI`.' 01 ::-4" STUD T ---:: F -A SDWC1--6-': E'RE 0 32' 0. U_Qj � M TRUS! Y.",-XIL LAG SCREN RNAD 'A-SHEI AT EACH FILOOR -RUS PLAN OPTION C DROPPED BEAM WALL SHEATHING CS18 w/7-10dxlX" EACH END 0 48" - O.C, STRAP CAN BE INSTALLED EITHER FACE OF STUD STUDS TO TOP PLATE STUD TO BOT PLATE: SDWC1 5600 SCREW. 0 32* O.C. 1 6� Ld b�d tsi 1:5� I sTup To i3oT PLATEP B�QTP -Russ -RUSSES �::E:�PENQICULAR TO WALL ABOVE SDWC1 5600 SCREW. 0 32' O.C. -'-REW-\ NTH Of -A-4: *-SHER _TF__ 2,t, O.C. -TF-'V TF TRUSS OR 6EAM PARALLEL TO NALL ABOVE WALL STRAPPING DETAIL __ ZZ z -TAIL -'-- -�,PPLIES WHEN NOTED -% :__­, .4 Al 2x4 BLOCKING PORCH BEAM SiPPORT PO SIDE) IF 4x4 IS SPECIFIED ON PLAN, 2x4 OUTLOOKER USE (2)2x4 SPF#2 SUPPORT - MIN. (2)2x4 PT SYP #2 IF 6x6 IS SPECIFIED ON PLAN, PLACE GABLE END TRUSa - 24" MAX. USE (3)2x4 SPF#2 SUPPORT - RATED WALL SHEATHING wl�\ 12- MIN. ATTACH PORCH BEAM TO 8d 0 6" O.C. EDGE & FIELD. SUPPORT POST w/ (2)HTS20. BELOW ATTACH SUPPORT POST TO SOLE PLATE 11 FOUNDATION NTH HTT4 ANCHOR ,I W/ 5/,"0x6" EMBED EPDXY ROD. U.O.N. SYP#2 FIT SOLE PLATE BQX COLUMN MAY BE USED IN LIEU OF 4x4 OR 6x6- WATER PROOFING AT FRAMING PLAN QEL-,, LOWER PORTION OF FROM BOT. CHORD OF TRUSS BOX COLUMN BY BUILDER AND BOTTOM CHORDS TO IF PT MATERIAL IS NOT USED. A 11 KING STUD TO TOP ELATE* SDWC15600 SCREW. STUD TO TOP PLATE. SOWC1 5600 SCREW. 0 32" D.C. 1 -MSTA24 BOT PLATE TO FRAMING BELOW CS18@ 32" O.C. —`\ WALL STRAPPING DETAI jo THIS DETAIL ONLY APPLIES WHEN NOTE I DN PLAN -HIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN CS1 B dx1y; EACH 0 48" O.0 S -AN BE INST*A -_ :-� H E R FACE C.- m -LOOR 8d 0 3' FLOOR FLOOR SSES— TRUSSES TRUSSES CI;_ OIST OR JOIST. OR JOIST. OPTION B OPTION A OVERLAP STRAPPIN.'.'z SHEATHINQ_ -7--\ WALL STRAPPING OVER BEA\A TH.S DETAIL C'�LY APPLIES WHEI`.' 01 ::-4" STUD T ---:: F -A SDWC1--6-': E'RE 0 32' 0. U_Qj � M TRUS! Y.",-XIL LAG SCREN RNAD 'A-SHEI AT EACH FILOOR -RUS PLAN OPTION C DROPPED BEAM WALL SHEATHING CS18 w/7-10dxlX" EACH END 0 48" - O.C, STRAP CAN BE INSTALLED EITHER FACE OF STUD STUDS TO TOP PLATE STUD TO BOT PLATE: SDWC1 5600 SCREW. 0 32* O.C. 1 6� Ld b�d tsi 1:5� I sTup To i3oT PLATEP B�QTP -Russ -RUSSES �::E:�PENQICULAR TO WALL ABOVE SDWC1 5600 SCREW. 0 32' O.C. -'-REW-\ NTH Of -A-4: *-SHER _TF__ 2,t, O.C. -TF-'V TF TRUSS OR 6EAM PARALLEL TO NALL ABOVE WALL STRAPPING DETAIL __ ZZ z -TAIL -'-- -�,PPLIES WHEN NOTED -% :__­, .4 Al 2x4 BLOCKING TOE NAILS (2 EA. SIDE) /4-0.13lx3' H3 0 EA.\\ 2x4 OUTLOOKER NOTE (A) OUTLOOKER /AT 24" O.C. PLACE GABLE END TRUSa F= FASTEN GABLE BRACING \-TRUSS TOP PLATE To THE INT. FACE OF BELOW EA. END �ROOF SECTION A -A BALLOON FRAMED WALL STUD SPACING, SEE SHEATHING AND FASTEN TRUSS TOP FRAMING PLAN QEL-,, FROM BOT. CHORD OF TRUSS AND BOTTOM CHORDS TO SCHEDULE. TRUSS BOT. CHORD) -0 CABLE BRACING TRUSS w/8d @ 12" O.C_ BALLOON FRAMED WALL 5-12d TOE \NAILS GABLE END BRACING STUDS w/ 2-0.131X3" 2x4 BLOCKING AT EACH NAILS AT EA. STUD. 48" O.C. BETWEENJ TRUSS GABLE AND FIRST INTERIOR TRUSS. FASTEN GABLE END TRU S w/ FULL HT. ANCHORAND HA4 A JL EA. END CONvENTIONAL SW ANCHOR PER SCHEDULE. NO FULL HEIGHT ANCHOR REQUIRED. 1- A I I � 1 r- f--% A I, A r- r--% I- A r__1 I r- r- t, 1 r---% SPLICE ]2x6 x 4'-6" P.T. SYP NO.2 EXPOSED RAFTER TAIL TO EACH ROOF TRUSS 1@ 24" O.C. I 2x4 P.T. SYP No.2 BLOCK] N G/CLOSURE FASTEN 11 C DID W/ 0-14U tv� — . 0. DOWN TO REQUIRED DEPTH PRE-ENGINEERED WOOD ROOF TRUSSES. 12d COMMON WIRE NAILS 0 4" 0. C. STAGGERED LIPLIFT-/ CONNECTOR DOUBLE TOP PLATE 1 11 1 - 4 RAFTER TAIL DETIAL GABLE TRUSS PER TRUSS BOT. CHORD TO GABLE BRACING TRUSS PLAN w/8d @ 12" O.C. FASTEN "TOP CHORD" GABLE BRACE TRUSS TO OUTCOOKER TO TRUSS. WALL w/8d 0 6" O.C. FASTEN GABLE BRACING \-TRUSS TOP PLATE TO WALL w/(10)8d BELOW EA. END TRUSS SECTION A -A ROOF TRUSS L 4-12d TOE' NAILS (TYP) L2x4 SYP#2 OUTLOOKERS 0 24" O.C. H3 OR H2.5T HURRICANE CLIP 0 EA. OUTCOOKER TO TRUSS. WALL SHEATHING UP GABLE END TRUSS. GABLE BRACIN TRUSS TO WALL, SEE ECTION A -A 0.1310" TOE NAILS @ 8"O.C. FROM BOT. CHORD OF TRUSS TO DBL. TOP PLATE TRUSS BOT. CHORD) -0 CABLE BRACING TRUSS w/8d @ 12" O.C_ LSTA12 0 48" O.C. QR DBL TOP PLT TO GABLE TRUSS BOTTOM CHORD W/ SDWC15600 0 36" O.C. OMIT IF GABLE END BRACING SHEATHING OVERLAPS GABLE 12" MIN L P_ _j Lou Pontigo and Associ ates, I nc. 420 Osceola Avenue Jax Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 F L: C�A 4 8344 SC: CA# 3579 1A t Yll \CEIV 461 E OF R 0 5N A L ........... __'hristopher J Sabourin PE FL PE#71461 REVISIONS D ATE)I LFIELD 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 10 BEING! APPROVED BY LOU PONTIGO E, ASSOCIATES MAY RESULT IN ATDIT�ONAL ENGINEERING OR NSPECTION FEES. IT Z U 0 i < Lf) Lf) LLj LLJ rt/ LIJ U Ljj T. z [I— < 0 Z n- Q� < w un ::D LU Z 00 .j U MISIC FRAMING DETAILS DI�ENISI��S Fl,�a�, 0 NOT SCALE ME ON 'OM T ESE DRAWINGS IF A C31MENSION IS UNCLEAR REFER TO THE AR�HITECTURAL DRAWINGS OR CONTACTTHE E.O.R. PLAN NAME CAPTIVA - CLASSIC DESIGN/DRAWN/CHECKED CS / KM / LAP DATE 11.13.17 SCALE AS NOTED LPA No. TOLL -1 7-01050 CONTROL No. 5283 SHEET OFFICE COPY SO.2 SHEET 3 OF 9 (2)2x6 KING STUDS (2)2x6 JACK STUDS (2)2x STUD CORNER P.T. SOLE PLATE CONC. SLAB SOLE PLATE ANCHOR OVERLAP SIDEWALL TOP PLATE GARAGE HEADER ALWAYS PLACE HEADER AT TOP OF ROUGH OPENING ( HEADER TO JACK 2)20ga STRAPS HTT5 W/ 5/" THREADED ROD EPDXIED 12" HTT5 w/ s/8' THREADED ROD EPDXIED 12" GOAL POST. FASTEN TO STUD PACK WITH 2 -ROWS OF 16d RING SHANK NAILS @ 12" O.C. ATTACH GARAGE DOOR THRU UPRIGHT BUCK DIRECTLY INTO STUD PACK, PER GARAGE DOOR SUPPLIER Elo 6 6 6 6 I HTTJ GARAGE SOLE PLATE J 5 w/ FLOOR ANCHOR 5/8" THREADED ROD EPDXIED 12" GARAGE WING WALL SECTION THICKENED SLAB EDGE AT GARAGE OPENING. NOTES: 1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. GARAGE WING WALL ELEVATION GARAGE HEADER FRAMING '1CK STUD T DOOR ELEVATION VIEW STUD TO TOP P SDWC15600 S( ® 32" BOT PLATE TO FIR BELOW CS180 32' OPTION A Y4%3Y2" TAPCON SCREW CON C. SLAB ELEVATION VIEW OPTION B 4CK 51UU T DOOR SIMPSON LTT20B RECESSED IN SLAB w/Y2" THREADED ROD EPDXIED 4" FRONT ENTRY JAMB FASTENING THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN WALL STRAPPING DETAIL THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN OVERLAP SIDEWALL OVERLAP SIDEWALL TOP PLATE TOP PLATE ALWAYS PLACE ALWAYS PLACE HEADER AT HEADER AT TOP OF ROUGH TOP OF ROUGH OPENING OPENING 5/8"0 THREADED ROD .. . . . . . . w/3x3x�/4" PLATE (STRAPS HTT5 w/. . . . . . . HEADER TA (2)20ga STRAPS HTT5 W/ %8' THREADED ROD HEADER TO JACK ' . ' 114. — EPDXIED 12" " THREADED ROD MAX EPDXIED 12" _ ° ° EXTEND HEADER TO 2 2 2 2x4 BLOCKING 4-0.131x3" TOE NAILS (2 EA. SIDE) EXTEND HEADER TO 2 2 2 2 / FAR SIDE OF WALL FAR SIDE OF WALL 6x6 POST AS SHOWN. H3 ®EA. \ 2x4 4" O-C. OUTLOOKER /AT 24" O.C. NOTE (2)2x6 (2)2x6 SP #2/ AS SHOWN. o ° 6 6 6 PLACE GABLE END TRUSS JACKS 6 6 6 6 4'-0"x4'-0" PIECE OF WALL TO THE INT. FACE A SHEATING INSTALL AT UPPER tROOF BALLOON FRAMED WALL STUD SPACING, SEE SHEATHING AND FASTEN TRUSS TOP AND (1) 4'-0"x4'-0" PIECE OF WALL KING. SHEATING INSTALL AT UPPER HTT5 w (2)2x6 CORNER 1" BELOW GARAGE HEADER FRAMING PLAN LE. A BALLOONBOTTOM FFRAMED WALL / DETAIL A SCHEDULE. CORNER 1" BELOW GARAGE HEADER s/8 THREADED ROD JACKS ON EXTERIOR STUD (TRIMED AS 5-t2d TOE STUDS w/ 2-0.131x3" ON EXTERIOR STUD TRIMED AS DETAIL A AND (1) Ll� SHOWN) 2x4 BLOCKING AT NAILS EACH NAILS AT EA. STUD. ( EPDXIED 12" KING. TRUSS SHOWN) 48" O.C. BETWEEN FASTEN SHEATING TO HEADER w/ 8d COMMON OR GALV. BOX NAILS GABLE AND FIRST INTERIOR TRUSS. FASTEN HEATING TO HEADER w/ 8d COMMON OR GALV. BOX NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING FASTEN GABLE END HTT5 w/ IN 3" GRI PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING (STUDS, BLOCKING & SILLS) TYP. TRUSS w/ FULL HT. 5/g" THREADED ROD ANCHOR AND HAD (STUDS, LOCKING & SILLS) TYP. A EA. END EPDXIED 12" " _ _ A DOUBLE LOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS i / 6x6 POST WITH ABU66 5/8"0 T READED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN w/ 5/6" THREADED ROD STUDS) DRILLED AND EPDXIED w/ 12" EMBEDMENT & 3x3x'/4" WASHER. EPDXIED 12" MIN. I I GARAGE PORTAL WING WALL SO.2J THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN PORCH BEAM SUPPORT POST IF 4x4 IS SPECIFIED ON PLAN, USE (2)2x4 SPF#2 SUPPORT. MIN. (2)2x4 PT SYP #2 i4" MAX. IF 6x6 IS SPECIFIED ON PLAN, USE (3)2x4 SPF#2 SUPPORT. RATED WALL SHEATHING w/ �12" MIN. 8d @ 6" O.C. EDGE & FIELD. I. __ ----- ATTACH PORCH BEAM TO SUPPORT POST w/ (2)HTS20. I ILJI� II ;I ATTACH SUPPORT POST TO SOLE PLATE I; FOUNDATION WITH HTT4 ANCHOR w/ 5/8"Ox6" EMBED EPDXY ROD. U.O.N. SYP#2 PT SOLE PLATE BOX COLUMN MAY BE USED IN LIEU OF 4x4 OR 6x6. WATER PROOFING AT LOWER PORTION OF BOX COLUMN BY BUILDER IF PT MATERIAL IS NOT USED. BOX COLUMN DETAIL KING STUD TO TOP PLATE: SDWC15600 SCREW. STUD TO TOP PLATE: SDWC15600 SCREW. ® 32" O.C. iC BELOW CS18@ 32" O.C. 1� WALL STRAPPING DETAIL D. 2,1 THIS DETAIL ONLY APPLIES WHEN NOTED 0 PLAN FLOOR TRUSSES OR JOIST. CS18 w/7 1Ddx1Y2" EACH END 0 48' O.C. STRAPAN BE INSTALLED ETHER FACE OF �,T D FLOOR USSES JOIST. GARAGE WING WALL FRAMING LESS THAN 12" THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN OPTION A I OPTION B OVERLAP STRAPPING SHEATHING WALL STRAPPING OVI_R BEAM THIS DETAIL ONLY APPLIES WHEN HOTTED OP. =LAN STUD TO TOP P SDWC15600 S( a 32" z 8d @ 3" FLOOR TRUSSES OR JOIST. PLAN OPTION C DROPPED BEAM WALL SHEATHING CS18 w/7-10dx1Y2" EACH END @ 48" -O.C. STRAP CAN BE INSTALLED EITHER FACE OF STUD BOT PLATE TO TRUS' Y4-'xlJ " LAG SCRE1 WITH ROUND WASHEI AT EACH FLOOR TRUS'. STUDS TO TOP PLATE STUD TO BOT PLATE: SDWC15600 SCREW. @ 32" O.C. �J I STUD TO BOT PLATE: BOT PLATE TO TRUSS TRUSSES PERPENDICULAR TO WALL ABOVE SDWC15600 SCREW. ® 32" O.C. Y4'x3Jvi" LAG SCREW WITH ROUND WASHER 24" O.C. TRUSS OR BEAM PARALLEL TO WALL ABOVE WALL STRAPPING DETAIL THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN CONVENTIONAL SW ANCHOR PER SCHEDULE. NO FULL HEIGHT ANCHOR REQUIRED. BALLOON FRAMED, GABLE END SPLICE ,2x6 x 4'-6" P.T. SYP NO.2 EXPOSED RAFTER TAIL TO EACH ROOF TRUSS ',@ 24" O.C. 2x4 P.T. SYP No.2 BLOCKING/CLOSURE FASTEN 3, w/ 3-12d TOE NAILS. RIP [DOWN TO REQUIRED DEPTH PRE-ENGINEERED ' WOOD ROOF TRUSSES. 12d COMMON � WIRE NAILS STAGGERED \ �_ UPLIFT-' CONNECTOR DOUBLE TOP PLATE RAFTER. TAIL DETIAL GABLE TRUSS PE PL/ TOP PLAT BELOW 1'-4" TRUSS BOT. CHORD TO GABLE BRACING TRUSS w/8d @ 12" O.C. FASTEN"TOP CHORD" GABLE BRACE TRUSS TO WALL w/8d @ 6" O.C. 3LE BRACING NALL w/(10)8d EA. END GABLE END BRACING SYP#2 OUTLOOKERS 24" O.C. R H2.5T HURRICANE CLIP @ EA. )OKER TO TRUSS. SHEATHING UP END TRUSS. TOE NAILS @ 8"O.C. IOT. CHORD OF TRUSS .TOP PLATE Al2 @ 48" O.C. OR DBL TOP PLT GABLE TRUSS BOTTOM CHORD W/ ouNC15600 @ 36" O.C. OMIT IF SHEATHING OVERLAPS GABLE 12" MIN oFFicE coPl