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D GENERAL NOTES: APPLICABLE CODES: LOADS (ASD): -BUILDING CATEGORY II -WIND VELOCITY 115 MPH -EXPOSURE CATEGORY C -ROOF LIVE LOAD 20 PSF -ATTIC LIVE LOAD 20 PSF -FLOOR LIVE LOAD 40 PSF -DEAD LOAD 15 PSF 1 2 3 4 5 STRUCTURAL FOUNDATION PLANS, BRACED PLANS, FRAMING PLANS AND DETAILS FOR REMODEL/ADDITION C -AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) STEEL CONSTRUCTION MANUAL 14TH EDITION -INTERNATIONAL BUILDING CODE (IBC) 2021 -INTERNATIONAL RESIDENTIAL CODE (IRC) 2021 -ASCE 07-16 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES -NDS 2015 DESIGN OF WOOD STRUCTURES -ACI 318-19: BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE COORDINATION: 402 LOCKHART DR. AUSTIN, TEXAS 78754 1. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING CONSTRUCTION DUTIES & DESIGN INTENT WITHIN THE SUBCONTRACTORS & PROFESSIONAL DISCIPLINES. ANY CONFLICTS ARE TO BE BROUGHT TO THE AOR/EOR BEFORE WORK IS TO BEGIN. THE GENERAL CONTRACTOR IS THEREFORE RESPONSIBLE FOR ALL COSTS OR CORRECTIONS ASSOCIATED WITH THE CONTRACTOR'S FAILURE TO PROPERLY COORDINATE THE CONTSTRUCTION DUTIES & DESIGN INTENT. 2. THE CONTRACTOR SHALL NOTIFY THE EOR/AOR OF ANY SUBSTITUTIONS OR IF CONDITIONS VARY FROM THE ASSUMED CONTRACT DRAWINGS. MODIFICATIONS TO THE STRUCUTRE, DUE TO THE CONTRACTOR DEVIATING FROM THE PLANS, IS NOT THE RESPONSIBLITY OF THE EOR/AOR. 3. REQUESTS FOR SUBSTITUTIONS SHALL BE SUBMITTED TO THE EOR/AOR FOR APPROVAL. SUBSTITUTIONS SHALL NOT BE PERMITTED TO BE USED WITHOUT CONSENT FROM THE EOR/AOR. 4. EXISTING CONDITIONS AND SIZES ARE TO BE VERIFIED BY THE CONTRACTOR. EOR/AOR SHALL NOT ASSUME RESPONSIBLITY FOR INCORRECT MEMBER SIZES/ MATERIAL ORDERS. 5. SOME ITEMS ON THE CONTRACT DOCUMENTS ARE ASSUMED, DUE TO ITEMS NOT BEING ACCESIBLE, HIDDEN, OR UNDISCLOSED AT THE TIME OF CONTRACT DOCUMENT COMPLETION & DELIVERY. IN SUCH CASE NOTIFY THE EOR/AOR WITH A REQUEST FOR INFORMATION AND GUIDANCE AND DETAILING WILL BE PROVIDED BY THE EOR/AOR. PROCEED WITHOUT CONSENT FROM THE EOR/AOR. ABBREVIATIONS LIST: 6. GEO-TECHNICAL REPORT NOT PROVIDED, GC TO VERIFY SOILS CONDITIONS MEET OR EXCEED ASSUMPTIONS. WHERE VOIDS, EXCESSIVE DEBRIS, OR LOOSE MATERIALS ARE ENCOUTERED, A GEO-TECHNICAL ENGINEER SHOULD BE EMPLOYED TO DETERMINE SOLUTION. EOR NOT RESPONSIBLE FOR ISSUES WITH FOUNDATIONS, WHERE CONDITIONS ARE NOT VERIFIED. WHERE OWNER DECLINES GEO-TECHNICAL REPORT, OWNER AT RISK. SHEET INDEX: S-001 GENERAL NOTES & SHEET INDEX S-002 FOUNDATION DETAILS S-003 FRAMING DETAILS S-004 FRAMING DETAILS & ATTACHMENT SCHED. S-101 FOUNDATION PLAN & 1ST FL. BRACED FOUNDATION PLAN S-111 BRACED 2ND FLOOR & 1ST FLOOR FRAMING PLAN S-121 2ND FL. ATTIC & ROOF FRAMING -ASSUMED SOILS TAKEN FROM IBC 2021 - TABLE 1806.2; CLASS OF MATERIALSCLASS 5 (CLAY, SANDY CLAY, SILTY CLAY, CLAYEY SILT, SILT & SANDY SILT) -ALLOWABLE BEARING FROM IBC 2021 - TABLE 1806.2.ALLOWABLE BEARING -1500 PSF MIN BEARING DEPTH -2' - 0" MIN BELOW GRADE & 6" MIN INTO UNDISTURBED B MATERIAL GRADES: A. CONCRETE B. STEEL i. SLABS AND FOUNDATIONS 1ft INTO LIMESTONE STRATUM, VARIES & APPROX. 8' TO 25' BELOW GRADE. 3000 PSI CONCRETE AT 28 DAYS, WITH 0.50 MAX WATER TO CEMEMNT RATIO i. WIDE FLANGE BEAM/COLUMN ii. HOLLOW STRUCTURAL STEEL MEMBERS iii. REBAR iv. MISC ANGLE, PLATE, & CHANNEL A992 GR 60 A500 GR 46 60 KSI DEFORMED REBAR A36 GR 36 C. TIMBER FOUNDATIONS: ALL WOOD FRAMING TO BE SOUTHERN PINE GRADE NO. 2 OR BETTER & MEETING THE FOLLOWING; i. WOOD STUD COLUMN - F'c = 1'650 PSI OR GREATER ii. WOOD ROOF AND CEILING FRAMING - F'b = 1,350 PSI OR GREATER, Emin 1600ksi iii. WALL SHEATHING = 15/32" OR THICKER, ATTACH PER S-003. iv. ROOF SHEATHING = 1/2" OR THICKER ATTACH PER S-003. v. PURLIN SPACING TO BE AT 16" OR LESS UNLESS NOTED OTHERWISE vi. REFER TO A3/S-002 FOR ADDITIONAL FRAMING CONSTRUCTION DETAILS A A. PREPARE SOILS, TO MATCH EXISTING SOILS AT SLAB ON GRADE ADDITION. GC TO DIG TEST PIT BESIDE HOME & REMOVE AND REPLACE SOILS TO MATCH. REPLACE SOILS WITH LOW PI BETWEEN 5 & 15, LESS THAN 2% PASSING THE #200 SIEVE, AND COMPACTED TO 95% IN 6" LAYERS. B. GRADE BEAMS/CONTINUOUS STRIP FOOTINGS MAY BE FORMED WITH EARTH FORMS, PROVIDED THE EXCAVATIONS ARE KEPT WITHIN A TOLERANCE OF +/-1" AND ALL MINIMUM CLEARANCES ON DRAWINGS ARE MET. C.SUPPORT ALL REBAR WITH PLASTIC OR CONCRETE CHAIRS SPACED AT 3'-0" MAX. PIECES OF DEBRIS AND WOOD ARE UNACCEPTABLE CHAIRS. D. CURE CONCRETE WITH ASTM APPROVED WET CURE OR CURING COMPOUND FOR 7 DAYS AFTER POUR. MAINTAIN ACI MIN REQUIRED TEMPERATURE FOR 7 DAYS. IF COLD WEATHER ISSUES ARISE, CONTACT ENGINEER OF RECORD (EOR) FOR COLD WEATHER PROCEDURES. IF CURING COMPOUND IS USED, USE LOW VOC, WATER BASED COMOUND, THAT CAN BE REMOVED TO ALLOW ADHERED FLOORING, COLORING, STAINING, ETC. E. DO NOT PLACE CONCRETE WHEN TEMPERATURES EXCEED 100 F. CONCTACT EOR FOR HOT WEATHER PLACEMENT TECNIQUES IF TEMPERATURES EXCEED 100F. B3 S-003 INDICATES GRID SECTION IS LOCATED. GRID CORROLATES TO LOCATION ON SHEET INDICATES SHEET SECTION IS LOCATED ON INDICATES SECTION* MARK *SECTIONS WILL GENERALLY SHOW CONNECTION CONDITIONS, DEPTHS, REINFORCING REQUIREMENTS, ETC. A3 DOCUMENT LEGEND 1 1/2" = 1'-0" 1 2 3 4 5 E D C B A X-XX GRID LABELS TYPICAL SHEET LAYOUT GENERAL NOTE LOCATION. DETAILS SPECIFICATIONS, AND DEFINES LINES ETC. ON PLAN SHEET NUMBER, FIRST LETTER INDICATES DISCIPLINE: A- ARCH E-ELECTRIC G-GENERAL M-MECH P-PLUMB S-STRUCT -ADU -AOR -BOT -COL -CONC -CONST -CONT -DIA -EA -EW -EOR -EXST -FOUND -HSS -HORZ -JBE -LONG -MANFR -MAX -MIN -OC -PDU -PL -REF -REINF -TOC -TOS -TOB -TRANS -TYP -UNO -VERT APARTMENT DWELLING UNIT ARCHITECT OF RECORD BOTTOM COLUMN CONCRETE CONSTRUCTION CONTINUOUS DIAMETER EACH EACH WAY ENGINEER OF RECORD EXISTING FOUNDATION HOLLOW STRUTURAL SECTION HORIZONTAL JOIST BEARING ELEVATION LONGITUDINAL MANUFACTURER MAXIMUM MINIMUM ON CENTER PRIMARY DWELLING UNIT PLATE REFER REINFORCING TOP OF CONCRETE TOP OF STEEL TOP OF BEAM TRANSVERSE TYPICAL UNLESS NOTED OTHERWISE VERTICAL GRID LABELS Rev Date Description NOTE: SHEETS ARE DRAWN TO SCALE ON ANSI D SIZE SCALE. THESE DRAWINGS SCALE BY HALF WHEN PRINTING TO 11x17 SHEETS 00 10/24/2023 100% CD'S Project Number : 0139.23 Sheet: S-001 GENERAL NOTES & SHEET INDEX Scale: 1 1/2" = 1'-0" M A 7 3 : 1 2 : 9 1 2 0 2 1 7 / / ammond Consulting & Engineering, LLC Residential & Small Commercial Structural Solutions TEXAS FIRM 17051 . R D T R A H K C O L 2 0 4 4 5 7 8 7 S A X E T , I N T S U A S N A L P L A R U T C U R T S I I N O T D D A / L E D O M E R R O F 10/20/20231 2 3 4 5 PROVIDE (2) - CORNER BARS TO MATCH FOUND REINF TOP AND BOTTOM AT ALL GRADE BEAM INTERSECTIONS (TYP.) 2'-6" " . 6 - ' 2 PLAN VIEW D1 TYPICAL GRADE BEAM CORNER BARS 3/4" = 1'-0" #4 NOSING BAR (TYP.) 0 ' - 6 " " 6 - ' 0 " 0 - ' 1 0'-10" MIN. STRUCTURA L FILL 2 - #4's CONT. (1 TOP, 1 BOT) D2 TYPICAL CONC STAIRS 3/4" = 1'-0" / " 2 1 1 - ' 0 / 2 0 0 - S 5 C F E R REFER TO PLAN FOR SLAB REINF. 48 BAR DIA. #4 DOWEL 0' - 8" BOT. BAR 3/4"x5" KEY PROVIDE 8" THICK CHEEK WALLS W/ # 4s @ 10" O.C. E.W. FOR (EA. SIDE OF STAIR) 1' - 0" D4 SECTION 3/4" = 1'-0" REF PLAN TOC SITE PAVING REF C5/S-002 FOR RIENF NOTE: SLAB REINFORCING NOT SHOWN FOR CLARITY CONCRETE SOG (2) #4x30" ammond Consulting & Engineering, LLC Residential & Small Commercial Structural Solutions TEXAS FIRM 17051 D C F E R H C R A CONT. NOSE BAR TO MATCH SLAB REINF. N A L P F E R 2 0 0 - S / 5 C F E R C1 SECTION 3/4" = 1'-0" #3xCONT REFER TO PLAN FOR SLAB REINF. FINISHED GRADE B STRUCTURAL FILL AS REQ'D REF C5/S-002 B1 SECTION 3/4" = 1'-0" NOTE: GC CONTACT EOR WHERE EXST FOUNDATION DEPTH IS LESS THAN 12" BELOW GRADE. EXST SOG/ FOUNDATION A D R O O C C G T S X E H C T A M 1' - 0" 1'-0" 1'-4" 8" #3 x 1'-4" AT EA. SLAB REINF. BAR, TYP. REFER TO PLAN FOR SLAB REINF. " 4 - ' 0 STRUCT FILL AS REQ'D 10 MIL POLY 0'-3 1/2"AT 2x4 5 1/2" AT 2x6 #3 AT 24" F E R H C R A N A L P F E R 10 MIL POLY 1'-0" FINISHED GRADE 2 0 0 - S / 5 C F E R C2 SECTION 3/4" = 1'-0" GRADE BEAM HEIGHT 'D' 48" TO 72" 72" TO 96" 96" TO 120" REQ'D REINF #5 AT 12" #5 AT 8" #5 AT 6" #3 24 24 DOWEL AT 18" L I V C I / H C R A F E R I I N N M M " " 6 6 - - ' 0 ' 2 FINISHED GRADE ' D ' UNDISTURBED SOIL B2 SECTION 3/4" = 1'-0" REFER TO PLAN FOR SLAB REINF. F E R N A L P SITE PAVING AS REQ'D, PER SITE PLAN SLOPE ADD 1/2" DIAx1' - 0" SMOOTH DOWEL AT 12" OC, AT DOORWAYS, WHERE ABUTTING TO CONC. SITE PAVING STRUCTURAL FILL, WHERE REQ'D 10 MIL POLY REF C5/S-002 FOR REINF FINISHED GRADE 2 0 0 - S / 5 C R E P C3 SECTION 3/4" = 1'-0" N A L P F E R STRUCTURAL FILL, WHERE REQ'D REFER TO PLAN FOR SLAB REINF. . F E R N A L P " 4 - ' 0 1' - 0" REF C5/S-002 FOR REINF #4's CONT. BOT. C4 SECTION 3/4" = 1'-0" NOTE: HOLDDOWN LOCATIONS INDICATED ON PLAN BY NOTE: CUT POLY FREE AT BOT OF GRADE BEAM CONT. NOSE BAR TO MATCH SLAB REINF. 1'-4" 1'-4" #3 x 8" AT EA. SLAB REINF. BAR, TYP. REFER TO PLAN FOR SLAB REINF. " 4 - ' 0 STRUCTURAL FILL, WHERE REQ'D 10 MIL POLY REFER TO PLAN FOR SLAB REINF. DOWEL PER C5/S-002, ALTERNATE SIDES 2x SOUTHERN PINE BUILT-UP STUD COLUMN (2 STUDS MIN.) @ EA. "HOLDOWN" LOCATION 15/32" OR THICKER SHEATHING ATTACH PER A1/S-003 2x STUD WALL PER A3/S-003 REFER TO PLAN FOR SLAB REINF. F E R N A L P STRUCTURAL FILL AS REQ'D VAPOR BARRIER PER PLAN VERT REINF PER SCHED #4xCONT AT 12", EA FACE 1'-0" / 2 0 0 - S 5 C F E R TYP. SCH. WALL STUD F E R N A L P STRUCTURAL FILL AS REQ'D " 5 CONC. FOUNDATION 1' - 0" REF C5/S-002 FOR REINF B3 SECTION 3/4" = 1'-0" B4 ALT DETAIL AT HOLDOWN ATTACHMENT 3/4" = 1'-0" B5 SECTION 3/4" = 1'-0" 1/2" DIAx1'-0" SMOOTH DOWEL AT 12" OC. DRILL 6" INTO EXST AND PLACE REINF PER PLAN 100'-0" FIN FLR GC COORD F E R N A L P STRUCTURAL FILL PER S-001, WHERE REQ'D REF C5/S-002 FOR REINF 1'-0" 0' - 2" CLR PROVIDE CHAIRS AT 3'-0" EW PER SPEC " 3 - ' 0 R L C " 2 - ' 0 R L C 0' - 2" CLR LONGITUDINAL &TRANSVERSE REINF PER PLAN AND/OR SECTION TYPICAL REBAR LAP DISTANCE BAR MIN LAP (IN) #3 #4 #5 #6 #7 #8 #9 #10 24 24 24 24 27 30 34 38 SIMPSON STHD10 CAST-IN-PLACE FOUNDATION HOLDOWN INDICATED AS " " ON FOUNDATION PLAN " 7 - ' 0 D E B M E . L P E L G N S R O F " 4 I . L P . L B D R O F " 5 D5 SECTION 3/4" = 1'-0" NOTE: 1. CUT POLY FREE AT BOT OF GRADE BEAM 2. WHERE 'D' EXCEEDS 48", REFER TO B2/S-002 #3 24 24 DOWEL AT 18" F E R H C R A L I V C I / #3 STIRRUP AT 24" O.C. FINISHED GRADE ' D ' I N M " 6 - ' 2 " 6 - ' 0 I N M UNDISTURBED SOIL 1' - 0" C5 TYPICAL DETAIL WOOD VENEER EXT 3/4" = 1'-0" PL 3/8"x8"x8" WITH (4) 3/4" DIAx0'-4" NELSON HEADED STUDS 1/2" SHEATHING ATTACH PER A1/S-003 2x STUD WALL PER A3/S-003 REFER TO PLAN FOR SLAB REINF. F E R N A L P STRUCTURAL FILL AS REQ'D VAPOR BARRIER PER PLAN (2) #5xCONT FOR EVERY 1'-0" OF DEPTH 'D', (2) TOP, MID, & BOT REQUIRED MIN. REFER TO PLAN FOR SLAB REINF. F E R N A L P SLOPE STRUCTURAL FILL, WHERE REQ'D 10 MIL POLY REF C5/S-002 FOR REINF FINISHED GRADE 2 0 0 - S / 5 C F E R 1'-0" ROD PER SCHED, DRILL 4" INTO CONCRETE AND EPOXY WITH HILTI HIT-HY 200 MAX ADHESIVE. ATTACH STANDOFF TO ROD WITH NUT AND WASHER FOUNDATION PER PLAN STAND OFF BASE SCHED COL SIZE SIMPSON ID# NAILS TO COL EMBED ANCHOR DIA 4x4 4x6 6x6 8x8 1/2" DIA 5/8" DIA 5/8" DIA (2) 5/8" DIA (6) -10d (8) -16d (8) -16d (18) -16d ABA44 ABA46 ABA66Z ABU88 "HDU4-SDS2.5" SIMPSON HOLDOWN WITH 5/8" DIA. A.B. AND (10) SDS 1/4" x 2 1/2" SCREWS 5/8" DIA. x 10" HILTI KWIK- BOLT 5" EMBEDMENT INTO CONC. FOUNDATION SIMPSON STRONG- TIE STANDOFF POST BASE TYPE PER SCHED. REFER TO FRM FOR WALL STUD TYP. 4" THRD 8" 5/8" DIA. x A.B. @ 40" O.C. MAX 2" A1 SECTION 1 1/2" = 1'-0" A2 TYPICAL COVER 1 1/2" = 1'-0" A3 REBAR LAP TABLE 1 1/2" = 1'-0" DETAIL AT HOLDOWN A4 3/4" = 1'-0" A5 TYPICAL TIMBER COLUMN ATTACHMENT 3/4" = 1'-0" . R D T R A H K C O L 2 0 4 4 5 7 8 7 S A X E T , I N T S U A S N A L P L A R U T C U R T S I I N O T D D A / L E D O M E R R O F Rev Date Description 00 10/24/2023 100% CD'S Project Number : 0139.23 Sheet: S-002 FOUNDATION DETAILS Scale: As indicated M A 1 4 : 1 2 : 9 1 2 0 2 1 / / 7 10/20/20231 2 3 4 5 BEAM SIZE HANGER SIZE SDS SCREWS TO GIRDER SDS SCREWS COL/BEAM (2) 2x12 (3) 2x12 3 1/2"x11 7/8" V-LAM HUCQ412-SDS (6) 1/4"x2 1/2" (14) 1/4"x2 1/2" HUCQ612-SDS (6) 1/4"x2 1/2" (14) 1/4"x2 1/2" HUCQ412-SDS (6) 1/4"x2 1/2" (14) 1/4"x2 1/2" ammond Consulting & Engineering, LLC Residential & Small Commercial Structural Solutions TEXAS FIRM 17051 SIMPSON HEAVY-DUTY JOIST HANGER, WIDTH OF GIRDER = 'W', REF PLAN FOR GIRDER SIZE D ' D ' COLUMN/BEAM WOOD GIRDER CONNECTION SCHEDULE 3/4" = 1'-0" D1 SIMPSON STRONG TIE POST CAP, TYPE ACE4 EA SIDE OF JACK STUD. ATTACH TO BEAM AND POST WITH (6) 16d NAILS C B A EDGE OF DECKING 2x4 BLOCKING AT PANEL EDGE, TOE NAIL INTO PURLIN WITH (3) 8dx2 1/2" NAILS, OR PANEL SHEATHING CLIP BETWEEN EA FRAMING MEMBER 8dx2 1/2" NAIL AT 6" OC, AROUND PERIMETER OF ROOF DECK OR 2", 16 GA STAPLE AT 4" OC ROOF FRAMING PER PLAN BLOCKING PER A3/S-003 EDGE OF SHEATHING 8dx2 1/2" NAIL AT 12" OC AT MID SUPPORTS, OR 2", 16 GA STAPLE AT 8" OC VERT STUD PER A3/S-003 B1 TYPICAL ROOF & FLOOR DECKING ATTACHMENT 3/4" = 1'-0" NOTE: 1. PANEL SHEATHING MUST ENGAGE BOTH TOP AND BOTTOM PLATES. STAGGER SHEATHING OVER FLOOR TRUSSES AT 2 STORY CONDITIONS. 2. WHERE USING STAPLES, ORIENT PARALLEL TO STUD TO AVOID MISSING STUD. REF ARCH ROOF FRAMING PER PLAN 2x6 OUT RIGGER AT 2'-0" VARIES TO OF WALL REF ARCH FOR SIDING, SOFFIT, AND FACIA 15/32" SHEATHING, OR THICKER, ATTACH PER A1/S-003 D4 SECTION 3/4" = 1'-0" REF B3/S-003 FOR CONNECTION SIMPSON STRONG- TIE H2.5T HURRICANE TIE. ATTACH TO EA SIDE WITH (5) 8d NAILS 15/32" SHEATHING OR THICKER, ATTACH PER B1/S-003 REF PLAN TOP OF PL REF ARCH FOR SIDING, FACIA, AND SOFFIT REF ARCH D5 SECTION 3/4" = 1'-0" 15/32" SHEATHING OR THICKER, ATTACH PER B1/S-003 REF ARCH TOP OF BEAM REF ARCH C5 SECTION 3/4" = 1'-0" FRAMING PER PLAN ATTACH TO TOP PL WITH SIMPSON STRONG-TIE H5 CLIP. ATTACH TO EA SIDE WITH (4) 8d NAILS TOP PLATE PER A3/S-003 2x STUD WALL PER A3/S-003 15/32" SHEATHING OR THICKER, ATTACH PER A1/S-003 FRAMING PER PLAN SIMPSON HGA10 CLIP, ATTACH TO BEAM AND ROOF RAFTERS PER MANFR RECOMENDATIONS FRAMING PER PLAN SOFFIT PER ARCH NOTE: 1. REFER TO PLAN FOR SPANS GREATER THAN 14'-0" @ 2x4 WALL AND GREAT THAT 15'-0" AT 2x6 WALL. 2. DO NOT SPLICE 2x WITHIN HEADER. 3. PLYWOOD IS NON STRUCTURAL, INTENDED TO BE A SPACER AND CAN BE SPLICED WITHIN THE BEAM 2x4 WALL (2) STORY 2x6 WALL (2) STORY STORY 1 2 WIDTH 0' - 0" - 5' - 0" 5' - 0" - 7' - 6" 7' - 6" - 8' - 11" 8' - 11" - 13' - 11" 0' - 0" - 6' - 0" 6' - 0" - 9' - 0" 9' - 0" - 11' - 6" 11' - 6" - 13' - 11" BEAM (2) PLY 2x8 WITH 1/2" PLY (2) PLY 2x10 WITH 1/2" PLY (2) PLY 2x12 WITH 1/2" PLY (2) 1 3/4" x 11 1/4" V-LAM (2) PLY 2x6 WITH 1/2" PLY (2) PLY 2x8 WITH 1/2" PLY (2) PLY 2x10 WITH 1/2" PLY (2) PLY 2x12 WITH 1/2" PLY STORY 1 2 BEAM (3) PLY 2x8 WITH (2) 1/2" PLY WIDTH 0' - 0" - 8' - 0" 8' - 0" - 10' - 0" (3) PLY 2x10 WITH (2) 1/2" PLY 10' - 0" - 12' - 6" (3) PLY 2x12 WITH (2) 1/2" PLY 12' - 6" - 15' - 0" (3) 1 3/4" x 11 1/4" V-LAM 0' - 0" - 8' - 0" 8' - 0" - 10' - 0" 10' - 0" - 12' - 6" 12' - 6" - 15' - 0" (3) PLY 2x6 WITH (2) 1/2" PLY (3) PLY 2x8 WITH (2) 1/2" PLY (3) PLY 2x10 WITH (2) 1/2" PLY (3) PLY 2x12 WITH (2) 1/2" PLY 2x4 WALL (1) STORY 2x6 WALL (1) STORY STORY 1 WIDTH 0' - 0" - 6' - 0" 6' - 0" - 9' - 0" 9' - 0" - 11' - 6" 11' - 6" - 13' - 11" BEAM (2) PLY 2x6 WITH 1/2" PLY (2) PLY 2x8 WITH 1/2" PLY (2) PLY 2x10 WITH 1/2" PLY (2) PLY 2x12 WITH 1/2" PLY STORY 1 WIDTH 0' - 0" - 8' - 0" 8' - 0" - 10' - 0" 10' - 0" - 12' - 6" 12' - 6" - 15' - 0" BEAM (3) PLY 2x6 WITH (2) 1/2" PLY (3) PLY 2x8 WITH (2) 1/2" PLY (3) PLY 2x10 WITH (2) 1/2" PLY (3) PLY 2x12 WITH (2) 1/2" PLY WOOD DECK BEAM, REF PLAN FOR SIZE REF ARCH (3) JACK STUDS MIN, REF A3/S-003 FOR CONSTRUCTION SIMPSON STRONG TIE FACE MOUNT HANGAR PURLIN SIZE CONN TYPE NAILS TO PURLIN NAILS TO GIRDER 2x4 2x6 2x8 2x10 2x12 LU24 LU26 LU28 LU210 LU210 (2) 10dx1 1/2" (4) 10dx1 1/2" (6) 10dx1 1/2" (6) 10dx1 1/2" (6) 10dx1 1/2" (4) 16d (6) 16d (8) 16d (10) 16d (10) 16d WOOD GIRDER WOOD PURLIN CONNECTOR SIMPSON BC4 POST CAP, ATTACH TO COLUMN & BEAM WITH (6) 16d NAILS <PERPENDICULAR/NON-SLOPING CONNECTION> SIMPSON STRONG TIE FACE MOUNT HANGAR CONN TYPE NAILS TO PURLIN NAILS TO GIRDER (5) 10dx1 1/2" (5) 10dx1 1/2" (7) 10dx1 1/2" (7) 10dx1 1/2" (6) 10d (10) 10d (10) 10d (10) 10d PURLIN SIZE 2x6 2x8 2x10 2x12 LSU26 LSSU28 LSSU210 LSSU210 WOOD GIRDER WOOD PURLIN NOTE: 1. WHERE UTILIZING STAPLES, ORIENT PARALLEL TO FRAMING TO AVOID MISSING MEMBERS BELOW. 2. INCREASE FREQUENCY OF STAPLES AT RAKE EDGES AND GABLES BY DOUBLE, AT LEAST 2'-0" IN FROM EDGE. GLUE DECKING AT FLOORS 0' - 0 1/8" GAP CONNECTOR <SLOPED/SKEWED/SLOPED AND SKEWED CONNECTION> C1 BEAM TO WALL ATTACHMENT 3/4" = 1'-0" C2 TYP COLUMN ATTACHMENT 3/4" = 1'-0" . R D T R A H K C O L 2 0 4 4 5 7 8 7 S A X E T , I N T S U A S N A L P L A R U T C U R T S I I N O T D D A / L E D O M E R R O F Rev Date Description DOUBLE 2x4 TOP PLATE. ATTACH EA VERT STUD TO TOP PLATE WITH (3) 16d x 3 1/2" NAILS, TOE NAILED INTO PLATE. REFER TO HEADER SCHED. SPLICING IS PROHIBITED. STUDS PER EXTERIOR FULL HEIGHT SCHED 1/2" MIN BEARING TYPICAL WOOD BEAM TO TRUSS/BEAM CONNECTION 1 1/2" = 1'-0" B3 B4 HEADER SCHEDULE1 3/4" = 1'-0" NOTE: ATTACH ELEMENTS AS SHOWN, OR PER ATTACHMENT SCHEDULE. REFER TO FULL HEIGHT EXTERIOR STUD SCHED 8dx2 1/2" NAIL AT 12" OC ACROSS MID-SUPPORTS OR 2", 16 GA STAPLE AT 8" OC 8dx2 1/2" NAIL AT 6" OC AROUND PERIMETER OF SHEET, OR 2", 16 GA STAPLE AT 4" OC CONTINUOUS BOTTOM PLATE PER A3/S-003 2x WOOD STUD AT 16" OC (2) 2x BUILT UP STUD COLUMN AT EA CORNER, EA WAY. TYP REF ARCH T.O. DOOR REF PLAN FOR HEADER 2x BLOCKING AT 8'-0" MAX, TOE NAIL INTO STUDS WITH (3) 10dx3" NAILS, EA SIDE WALL STUD SCHED @ EXTERIOR WALLS MAX SPACING STUD SIZE 2x4 2x6 16" 24" 16" 24" 16" 16" 16" WALL HEIGHT 0' - 10' 0' - 12'-0" 12'-6" - 12'-11" 12" 12'-11" - 14'-3" 8" 14'-3" - 16'-8" *INTERIOR STUD WALL TO BE 2x4 AT 16", UNO BY ARCH FOR PLUMBING, ETC. - (2) 2x4 - - 16" 12" 8" OVER 13'-0" UP TO 13'-0" REF PLAN REF ARCH FOR WINDOW SIZE AND LOCATION UP TO 13'-0" REF PLAN P.T. 2x4xCONT BOT PLATE, ATTACH TO EA VERT WITH (3) 16d x 3 1/2" NAILS, TOE NAILED INTO PL. ATTACH TO CONCRETE WITH 1/2" DIA x9" EXPANSION ANCHOR AT 48" AND AT EA END OF 2x PL. ATTACH TOP PLATE TO ANCHORD WITH NUT AND WASHER. 00 10/24/2023 100% CD'S Project Number : 0139.23 Sheet: S-003 FRAMING DETAILS Scale: As indicated M P 5 0 : 6 5 : 1 3 2 0 2 / 4 / 4 A1 TYPICAL SHEATHING CONNECTION 3/4" = 1'-0" FOUNDATION/SLAB A3 TYPICAL WALL FRAMING 3/8" = 1'-0" 10/20/20231 2 3 4 5 2x6xCONT ATTACH TO BEAM WITH (2) SIMPSON TB1460S SCREWS AT 12" REF PLAN TO PL D4 SECTION 3/4" = 1'-0" STUD WALL PER A3/S-003 3/4" PLYWOOD, ATTACH PER B1/S-003 OPEN WEB TIMBER JOIST PER PLAN REF ARCH TOP OF PL ROOF PURLIN PER PLAN ATTACH PER B3/S-003 OPEN WEB JOIST/ V- LAM FRAMING PER PLAN D5 SECTION 3/4" = 1'-0" STUD WALL PER A3/S-003 3/4" PLYWOOD, ATTACH PER B1/S-003 OPEN WEB TIMBER JOIST PER PLAN 2xCONT LEDGER. ATTACH TO EA VERT WTIH (3) 1/4"x3" WOOD SCREWS ammond Consulting & Engineering, LLC Residential & Small Commercial Structural Solutions TEXAS FIRM 17051 ADD BLOCKING AS REQUIRED, TO SUPPORT DECK EDGE GC COORD TOP OF BEAM 15/32" RATED SHEATHING, ATTACH PER B1/S-003 C1 SECTION 3/4" = 1'-0" VENT AS REQ'D AS REQ'D PER ARCH FRAMING PER PLAN FACE MOUNT CONN. PER B3/S-003 WHERE SLOPE IS 4:12 OR LESS. CONNECT PER ATTACHMENT SCHED FOR PITCHES GREATER THAN 4:12 I-JOIST CONNECTION SCHEDULE JOIST DEPTH (IN) 11 7/8" 14" 16" JOIST WIDTH (IN) 1 3/4 2 1/2 3 1/2 1 3/4 2 1/2 3 1/2 1 3/4 2 1/2 3 1/2 NAILS TO SIMPSON RIM BOARD CONNECTOR (10) 10d IUS1.81/11.88 IUS2.56/11.88 (10) 10d IUS3.56/11.88 (12) 10d (14) 10d IUS1.81/14 (14) 10d IUS2.56/14 (14) 10d IUS3.56/14 (14) 10d IUS1.81/16 (16) 10d IUS2.56/16 (16) 10d IUS3.56/16 NAILS TO I-JOIST (2) 10d x 1 1/2" (2) 10d x 1 1/2" (2) 10d x 1 1/2" (2) 10d x 1 1/2" (6) 10d x 1 1/2" (2) 10d x 1 1/2" (2) 10d x 1 1/2" (8) 10d x 1 1/2" (2) 10d x 1 1/2" VERT STUD PER A3/S-003 SIMPSON STRONG-TIE JOIST HANGAR PER SCHED ABOVE WINDOWS 2x4, FLAT SIDE, ATTACH TO 2x4 WITH 10d x3" NAILS AT 12" OC CONT RIDGE BOAR PER PLAN 2x RAFTER PER PLAN 2x6xCONT 3 / 1 2x6 COLLAR TIE AT 48" OC LOCATED IN THE UPPER THIRD OF ATTIC SPACE 2x4 BUILT UP PURLIN BRACE AT 48" 3 2 / X A 45 MIN 90 M CEILING JOIST PER PLAN END VIEW OPEN WEB JOIST 1/2" SHEATHING, ATTACH PER A1/S-003 B3 SECTION 3/4" = 1'-0" END VIEW SIDE VIEW 2x STUD WALL, BRACED, MULTI-STORY TENSION STRAP SCHEDULE STRAP ID PER BRACED PLAN A B C - SIMPSON STRAP FASTENER TYPE MSTA-49 MSTC52 MSTC60 - TOTAL FASTENERS REQUIRED 26-10d SINKERS 44-16d SINKERS 46-16d SINKERS - TENSILE CAPACITY (LBS) 2,020 4,235 4,830 - 2x4 STUD WALL TENSION STRAP SCHEDULE PONY WALL HEIGHT (FT) 0-2 TOTAL WALL HEIGHT (FT) 0-10 0-12 OPENING WIDTH (FT) 0-9 9-16 0-9 SIMPSON STRAP FASTENER TYPE MSTA49 MSTC52 MSTC52 FASTENERS (TOTAL) (26)-10d (44)-16d SINKERS (44)-16d SINKERS CONNECTIONS MIRRORED FROM OPP END D C B A MINIMUM FULL HEIGHT HEADER SCHED HEADER SPAN 'W' (feet) < 3' 3' TO 4' 4' TO 8' 8' TO 12' 12' TO 16' STUD SPACING 24" 16" 1 1 1 2 2 3 3 5 4 6 *(1) FULL HEIGHT STUD AT EA SIDE FOR INTERIOR OPENINGS FULL HEIGHT STUD EACH SIDE OF OPENING W OPEN WEB JOIST BY JOIST MANFR N A L P F E R SINGLE PLY OR TWO-PLY RIM BOARD HEADER AS REQUIRED 8d AT 6" OC AT BRACED WALL LINES, TYP 2x4 SIMPSON FACE MOUNT HANGAR PER B3/S-003 CEILING GIRDER/ INTERIOR LOAD BEARING WALL TYP ROOF PURLIN SUPPORT ELEVATION 3/4" = 1'-0" B4 WOOD STUDS PER A3/S-003 BEYOND 1/2" SHEATHING ATTACH SHEATHING TO STUD PER A1/S-003 BRACED PANEL, LOCATIONS PER PLAN STRAP AND ATTACHMENT PER SCHED, REFER TO BRACED PLAN FOR LOCATIONS STRAP PER SCHED HEADER PER PLAN ATTACH SHEATHING IN 3" GRID WITH 8d COMMON AS SHOWN L L A W Y N O P T H G E H I " 0 - ' 0 1 O T P U " 0 - ' 2 1 O T P U 5/8" DIA ANCHOR ROD, WITH 2"x2"x3/16" PLATE WASHER, TAK WELD TO ANCHOR SIMPSON STRONG-TIE STRAP TIE HOLD DOWN TYPE STHD10. EMBED INTO CONCRETE. ATTACH TO STUDS WITH (28) 16d SINKERS REF PLAN AND SECTION FOR FOUNDATION A4 PORTAL FRAME ELEVATION 3/8" = 1'-0" 100'-0" FIN FLR VERT STUD SCHED AT EXTERIOR OPENINGS 3/4" = 1'-0" A1 STRAP SCHEDULE AT BRACED LOCATIONS 3/8" = 1'-0" A2 REF PLAN REF PLAN REF PLAN . R D T R A H K C O L 2 0 4 4 5 7 8 7 S A X E T , I N T S U A S N A L P L A R U T C U R T S I I N O T D D A / L E D O M E R R O F Rev Date Description 00 10/24/2023 100% CD'S Project Number : 0139.23 Sheet: S-004 FRAMING DETAILS Scale: As indicated M P 9 0 6 5 1 : : 3 2 0 2 / 4 / 4 10/20/20231 2 3 4 5 D BUILDING ELEMENT CEILING & ROOF NO. & TYPE OF FASTENER SPACING AND LOCATION BLOCKING BETWEEN CEILING JOISTS RAFTERS OR TRUSSES TO TOP PLATE OR OTHER FRAMING BELOW (3) 8d COMMON OR (3) 10d BOX BLOCKING BETWEEN RAFTERS OR TRUSSES NOT AT THE WALL TOP PLATE, TO TRUSS OR RAFTER (2) 8d COMMON EA END, TOENAIL EA END, TOENAIL CEILING FRAMING TO TOP PLATE CEILING FRAMING NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER PARTITION PER IBC SECTION 2308.7.3.1 & IBC TABLE 2308.7.3.1 COLLAR TIE TO RAFTER RAFTER OR ROOF TRUSS TO TOP PLATE ROOF RAFTER TO RIDGE VALLEY OR HIP RAFTERS (3) 8d COMMON OR 10d BOX (3) 8d COMMON OR 10d BOX (3) 8d COMMON OR (4) 10d BOX (3) 10d COMMON OR (3) 16d BOX (2) 16d COMMON OR (3) 10d BOX (2) 16d COMMON OR (3) 10d BOX EA NAIL FACE NAIL FACE NAIL TOENAIL ENDNAIL ENDNAIL C WALL STUD TO STUD (NOT AT BRACED WALL PANELS) (3) 10d BOX STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL CORNERS (AT BRACED WALL PANELS BUILT UP HEADER (2" TO 2" HEADER) CONT. HEADER TO STUD TOP PLATE TO TOP PLATE TOP PLATE TO TOP PLATE AT END JOINTS (3) 16d COMMON 16d COMMON (4) 10d BOX 16d COMMON (8) 16d COMMON 16" OC FACE NAIL 16" OC FACE NAIL BOT PLATE TO JOIST, RIM JOIST, BAND JOIST, OR BLOCKING (NOT AT BRACED WALL PANEL) BOT PLATE TO JOIST, RIM JOIST, BAND JOIST, OR BLOCKING AT BRACED WALL PANEL STUD TO TOP PLATE OR BOT PLATE TOP PLATES, LAP AT CORNERS AND INTERSECTIONS B FLOOR JOIST TO SILL, TOP PLATE, OR GIRDER RIM JOIST, BAND JOIST, OR BLOCKING TO TOP PLATER, SILL OR OTHER FRAMING BELOW (3) 10d BOX 10d BOX BUILT UP GIRDERS AND BEAMS, 2" LUMBER LAYERS 10d BOX 16d COMMON 16" OC FACE NAIL (2) 16d COMMON 16" OC FACE NAIL (2) 16d COMMON (4) 10d COMMON (2) 16d COMMON OR (3) 10d BOX END NAIL TOE NAIL FACE NAIL TOENAIL AT 16" OC REF ARCH 16" OC EA EDGE, FACE NAIL TOENAIL 16" OC EA EDGE, FACE NAIL EA SIDE OF END JOINT, FACE NAIL (MIN 24" LAP SPLICE, EA END OF JOINT) NOTCH VERT STUDS TO ALLOW LET IN BRACE INSTALLATION 24" OC, FACE NAIL AT TOP & BOT, STAGGERED ON OPPOSITE SIDES ENDS AND AT EACH SPLICE, FACE NAIL AND: (3) 10d BOX NAILS (3) 16d COMMON OR (4) 10d BOX B3 LINE IN BRACE DETAIL 1 1/2" = 1'-0" LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER, FACE NAIL BUILDING ELEMENT FLOOR CONT. JOIST TO BAND JOIST OR RIM JOIST BRIDGING OR BLOCKING TO TO JOIST, RAFTER OR TRUSS NO. & TYPE OF FASTENER SPACING AND LOCATION (3) 16d COMMON OR (4) 10d BOX (2) 8d COMMON OR (2) 10d BOX ENDNAIL EACH END, TOENAIL WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF, AND INTERIOR WALL SHEATHING TO FRAMING A 3/8" TO 1/2" 19/32" TO 3/4" 7/8" TO 1 1/4" WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF, AND INTERIOR WALL SHEATHING TO FRAMING 8d COMMON 8d COMMON 8d DEFORMED 6 INCHES 6 INCHES 6 INCHES EDGE INTERMIDIATE SUPPORTS 12 INCHES 12 INCHES 12 INCHES EDGE INTERMIDIATE SUPPORTS 3/4" AND LESS 8d COMMON 6 INCHES 12 INCHES A1 ATTACHMENT SCHEDULE 1" = 1'-0" REFER TO HEADER SCHED. SPLICING IS PROHIBITED. STUDS PER EXTERIOR FULL HEIGHT SCHED ammond Consulting & Engineering, LLC Residential & Small Commercial Structural Solutions TEXAS FIRM 17051 . R D T R A H K C O L 2 0 4 4 5 7 8 7 S A X E T , I N T S U A S N A L P L A R U T C U R T S I I N O T D D A / L E D O M E R R O F Rev Date Description HOLD-DOWN AS INDICATED ON PLAN 1X6 LET IN BRACE, OR 14GA x 2" LG STRAP EA DIRECTION. ATTACH TO EA VERT PER SCHED P.T. 2x4xCONT BOT PLATE, ATTACH TO EA VERT WITH (3) 16d x 3 1/2" NAILS, TOE NAILED INTO PL. ATTACH TO CONCRETE WITH 1/2" DIA x9" EXPANSION ANCHOR AT 48" AND AT EA END OF 2x PL. ATTACH TOP PLATE TO ANCHORD WITH NUT AND WASHER. MIN V-LAM END BEARING AREA (INCHES) SPAN BEAM DEPTH 7 1/4" 9 1/4" 9 1/2" 11 1/4" 11 7/8" 14" 16" 18" 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 22' - 0" 24' - 0" 26' - 0" 28' - 0" 30' - 0" 4" 3 3/44" 3" 2 1/2" 2" 1 3/4" 5 1/2" 5" 4 1/2" 3 3/4" 3 1/4" 3" 2 1/2" 2 1/4" 5 1/2" 5 1/4" 4 3/4" 4" 3 1/2" 3" 2 3/4" 2 1/2" 7" 6 1/4" 6" 5 1/2" 4 3/4" 4 1/4" 3 3/4" 3 1/4" 3" 2 3/4" 7 1/2" 6 3/4" 6 1/2" 6" 5 1/4" 4 1/2" 4" 3 3/4" 3 1/4" 3" 2 3/4" 9 1/4" 8 1/4" 8" 7 1/2" 6 1/2" 5 3/4" 5" 4 1/2" 4" 3 3/4" 3 1/2" 3 1/4" 3" 10" 9 1/4" 9" 8 1/4" 7 1/4" 6 1/2" 5 3/4" 5 1/4" 4 3/4" 4 1/2" 4" 3 3/4" 10 1/4" 10" 9" 8" 7 1/4" 6 1/2" 6" 5 1/2" 5" 4 3/4" A4 MIN V-LAM END BEARING 1 1/2" = 1'-0" 00 10/24/2023 100% CD'S Project Number : 0139.23 Sheet: S-005 FRAMING DETAILS & ATTACHMENT SCHEDULE Scale: As indicated M P 1 1 6 5 : : 1 3 2 0 2 / 4 / 4 10/20/20231 2 3 4 5 BRACED FOUNDATION PLAN NOTES: 1. FINISHED FLOOR 100'-0" = TOP OF SLAB ON GRADE. REFER TO ARCH FOR ELEVATION ABOVE GRADE. 2. INDICATES HOLD-DOWN LOCATION. REFER TO A4/S-002 FOR HOLD-DOWN CONSTRUCTION. 3. SHEATHING TO BE ATTACHED AT BRACED WALLS PER A1/S-003. 4. 5. BRACING METHODS/MATERIALS: INDICATES BRACED WALL LOCATION. a. WOOD STRUCTURAL PANELS AT BRACED WALL LINES (BWL) 2, 3, 4, 5, AND A. b. STEEL MOMENT FRAME (STEEL MOM. FRAME) AT BRACED WALL LINE 1. c. NEW LINE IN BRACE (LIB) AT BRACED WALL LINE B.d. PORTAL FRAME WITH HOLD-DOWNS AT BRACED WALL LINE C. P S W S C - 2 - L W B P S W S C - . I T S X E 4 - L W B P S W S C - . I T S X E 5 - L W B P S W S C - 3 - L W B 1'-4" 1'-4" #3 x AT EA. SLAB REINF. BAR, TYP. REFER TO PLAN FOR SLAB REINF. " 4 - ' 0 STRUCT FILL AS REQ'D 10 MIL POLY CONT. NOSE BAR TO MATCH SLAB REINF. F E R H C R A 2 0 0 - S / 5 C F E R N A L P F E R D1 SECTION 3/4" = 1'-0" FOUNDATION PLAN NOTES: 1. FINISHED FLOOR 100'-0" = TOP OF SLAB ON GRADE, REFER TO ARCH FOR ELEVATION. 2. INDICATES HOLD-DOWN LOCATION. REFER TO A4/S-002 FOR HOLD-DOWN CONSTRUCTION. 3. REFER TO D5/S-002 FOR TYP RE-ENTRANT STEEL. C HSS3x3x1/4, ATTACH PER B5/S-002, WRAP ON WOOD CLADDING 10'-0" 15'-4 1/2" 4" SLAB ON GRADE WITH #3 AT 12" OCEW ON 10 MIL VAPOR BARRIER B3 S-002 8x8 P.T. POST, ATTACH PER A5/S-002 " 7 - ' 1 2 C2 S-002 C4 S-002 A1 S-002 EXIST. CONC. SLAB HSS3x3x1/4, ATTACH PER B5/S-002, WRAP ON WOOD CLADDING " 2 - ' 6 3 NO STEP ENTRY FLAT WORK S - 0 0 2 D 2 B5 S-002 " 0 - ' 6 2 A 1 S - 0 0 2 2 % S L O P E A1 S-002 S - 1 0 1 D 1 B3 S-002 1'-0" C5 S-002 K R O W T A L F B5 S-002 D B A E M A R F . M O M L T S W E N 1 - L W B BWL-A NEW & EXIST. CS-WSP BWL-B NEW LIB BWL-C PFH 14'-11" 6'-0" S - 0 0 2 D 4 21'-4" REFER TO A4/S-004 FOR CONSTRUCTION PLAN NORTH A1 FOUNDATION PLAN 3/16" = 1'-0" A3 BRACED FOUNDATION PLAN 3/16" = 1'-0" ammond Consulting & Engineering, LLC Residential & Small Commercial Structural Solutions TEXAS FIRM 17051 . R D T R A H K C O L 2 0 4 4 5 7 8 7 S A X E T , I N T S U A S N A L P L A R U T C U R T S I I N O T D D A / L E D O M E R R O F Rev Date Description 00 10/24/2023 100% CD'S Project Number : 0139.23 Sheet: S-101 FOUNDATION PLAN & 1ST FL BRACED FOUNDATION PLAN Scale: 3/16" = 1'-0" M A 0 5 : 1 2 : 9 1 2 0 2 / 1 / 7 10/20/20231 2 3 4 5 BRACED SECOND FLOOR FRAMING PLAN NOTES: 1. SHEATHING TO BE ATTACHED AT BRACED WALLS PER A1/S-003. 2. BRACING METHODS/MATERIALS: a. WOOD STRUCTURAL PANELS AT BRACED WALL LINES (BWL), 6, 7, 8, 9, 10, D, E, F, & G. INDICATES BRACED STRUCTURAL PANELS 3. LOCATIONS. 4. INDICATES STRAP LOCATION, INSTALL PER A2/S-004 P S W S C - 6 - L W B BWL-D EXIST. CS-WSP P S W S C - . I T S X E 7 - L W B P S W S C - . I T S X E 9 - L W B P S W S C - . I T S X E 0 1 - L W B P S W S C - 8 - L W B D C B A BWL-E NEW & EXIST. CS-WSP BWL-F CS-WSP BWL-G CS-WSP ATTIC FRAMING PLAN NOTES: 1. VERSA-LAM BEAMS (V-LAM) TO BE GRADE 2800 Fb 2.0 E, OR BETTER. 2. CEILING RAFTERS NOT LABELED TO BE 2x6 AT 16" MAX. 3. REFER TO B3/S-003 FOR FACE MOUNT CONNECTIONS. SHORE TRUSSES BEARING ON PROPOSED WALLS TO BE DEMOLISHED PRIOR TO DEMO ATTACH BEAMS TO COL WITH SIMPSON S.T. LCE4 AT CORNERS 8 X 4 R O 8 X 2 ) 2 ( 8 X 4 R O 8 X 2 ) 2 ( " 6 1 T A 6 x 2 " 6 1 T A 8 x 2 M A L - V " 4 1 / 1 1 x " 4 3 / 1 ) 2 ( ATTACH BEAMS TO COL WITH SIMPSON S.T. LCE4 AT CORNERS M A L - V " 4 1 x " 4 3 / 1 ) 4 ( D5 S-004 ADD'L 2X8 8 x 2 8 x 2 ADD'L 2X8 2x6 AT 16" (2) 1 3/4" x 11 1/4" V-LAM ATTACH TRUSSES TO BEAM PER B3/S-003 EXIST. FLOOR 12" JOIST TRUSS MANFR NOTE ADD'L LINE LOAD LL = 210 PLF DL = 158 PLF CENTER V-LAM BELOW KING POST INTERIOR WALL D4 S-004 HEADER PER SCHED 14" OPEN WEB TRUSS AT 16" M A L - V " 4 1 x " 4 / 3 1 ) 3 ( D4 S-005 (2) 1 3/4" x 14" V-LAM B3 S-004 ammond Consulting & Engineering, LLC Residential & Small Commercial Structural Solutions TEXAS FIRM 17051 . R D T R A H K C O L 2 0 4 4 5 7 8 7 S A X E T , I N T S U A S N A L P L A R U T C U R T S I I N O T D D A / L E D O M E R R O F Rev Date Description PLAN NORTH 00 10/24/2023 100% CD'S Project Number : 0139.23 Sheet: S-111 BRACED 2ND FLOOR & 1ST FLOOR FRAMING PLAN Scale: 3/16" = 1'-0" M A 2 5 : 1 2 : 9 1 2 0 2 1 / / 7 A1 BRACED 2ND FLOOR 3/16" = 1'-0" A3 1ST FLOOR FRAMING PLAN 3/16" = 1'-0" 10/20/20231 2 3 4 5 SECOND FLOOR FRAMING PLAN NOTES: 1. VERSA-LAM BEAMS (V-LAM) TO BE GRADE 2800 Fb 2.0 E, OR BETTER. 2. 3. 4. 5. REFER TO ARCH FOR TOP OF SECOND FLOOR. 6. ** ADJUST HEIGHT OF BEAM AS NECESSARY TO ALLOW HEAD HEIGHT FOR STAIR. INDICATES WALL BELOW FRAMING. INDICATES FRAMING RESTING ON FLOOR. INDICATES LINE LOAD PATH. LOW BEAM PER S-111 D4 S-003 ROOF FRAMING PLAN NOTES: 1. VERSA-LAM BEAMS (V-LAM) TO BE GRADE 2800 Fb 2.0 E, OR BETTER. 2. ROOF RAFTERS NOT LABELED TO BE 2x6 AT 16" MAX. 3. REFER TO B3/S-003 FOR SLOPEABLE/SKEWABLE FACE MOUNT CONNECTIONS. 4. OR WITH (2) 2x6 FOR 6' UP TO 10'. INDICATES KING POST LOCATION, CONSTRUCT WITH (2) 2x4 FOR 6' OR LESS, ammond Consulting & Engineering, LLC Residential & Small Commercial Structural Solutions TEXAS FIRM 17051 EXIST. ATTIC FRAMING C5 S-003 C O " 6 1 T A 8 x 2 EXIST. ROOF D5 S-003 D4 S-003 ADD'L 2X8 ADD'L 2X8 " 6 1 T A 8 X 2 D5 S-003 C O " 6 1 T A 8 x 2 M A E B 2 x 2 ) 2 ( C1 S-003 D5 S-003 C O " 6 1 T A 8 x 2 D4 S-003 . R D T R A H K C O L 2 0 4 4 5 7 8 7 S A X E T , I N T S U A S N A L P L A R U T C U R T S I I N O T D D A / L E D O M E R R O F Rev Date Description PLAN NORTH 00 10/24/2023 100% CD'S Project Number : 0139.23 Sheet: S-121 2ND FL. ATTIC & ROOF FRAMING Scale: As indicated M P 9 1 : 6 5 : 1 3 2 0 2 / 4 / 4 A1 2ND FL. ATTIC FRAMING 3/16" = 1'-0" A3 ROOF FRAMING 3/16" = 1'-0" D C B A 10/20/2023