S-00 S-02 S-03 S-04 S-05 S-07 GENERAL NOTES MAIN FLOOR FRAMING PLAN UPPER FLOOR FRAMING PLAN TYPICAL DETAILS-3 S-01 S-06 UPPER FLOOR SHEATHING PLAN S-08 TYPICAL DETAILS-4 SHEET INDEX MAIN FLOOR SHEAR WALL PLAN UPPER FLOOR SHEAR WALL PLAN S-09 TYPICAL DETAILS-5 MAIN FLOOR SHEATHING PLAN TYPICAL DETAILS-2 TYPICAL DETAILS-1 S-03A S-03B S-03C S-03D S-10 S-11 TYPICAL DETAILS-6 TYPICAL DETAILS-7 TYPICAL DETAILS-8 COVER SHEET ROOF FRAMING PLAN S-03E S-12 TYPICAL DETAILS-9 - SW1 - SW - SW1 - SW UPPER FLOOR SHEAR WALL PLAN 3 - NTS LOCATE FLOOR TRUSS BELOW - SW - SW1 - SW1 - SW1 - SW1 - SW1 - SW1 MAIN FLOOR SHEAR WALL PLAN 2 - NTS - SW2 - SW1 - SW1 - SW - SW2 - SW1 - SW1 - SW1 - SW1 - SW2 - SW2 - SW1 - SW1 - SW2 3'-6 1 2 " 9'-2" S-00 COVER SHEET DRAWING TITLE: SHEET NO: ISSUE DATE DESCRIPTION SIGNATURE & STAMP : 257 w Lazy Acres Ln.Marion Utah 84063 HARWOOD HOMES GEORGIA 257 w Lazy Acres Ln.Marion Utah 84063 HARWOOD HOMES GEORGIA POST INSTALLED ANCHOR NOTES: 1. PERSONAL REQUIREMENTS: 2. INSTALLATION REQUIREMENTS: Q. SUBSTITUTION REQUEST: SUBSTITUTION REQUEST FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER PRIOR TO USE CONTRACTOR SHALL PROVIDE CALCULATIONS AND PRODUCT DATA DEMONSTRATING THAT THE SUBSTITUTION PRODUCT IS IN COMPLIANCE WITH THE RELEVANT BUILDING CODES,LOAD RESISTANCE, INSTALLATION CATEGORY, CREEP APPROVAL, IN-SERVICE TEMPERATURE AND INSTALLATION TEMPERATURE OF THE SPECIFIC PRODUCT. a. THE CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER'S REPRESENTATIVE TO PROVIDE ON SITE INSTALLATION TRAINING FOR ALL OF THEIR ANCHORING PRODUCTS SPECIFIED. SUBMIT DOCUMENTS CONFORMATION THAT ALL OF THE CONTRACTOR'S PERSONNEL WHO INSTALL ANCHORS HAVE PASS THE TRAINING COURSE PRIOR TO THE COMMENCEMENT OF INSTALLING ANCHORS. b. PERSONAL WHO WILL INSTALL HORIZONTAL OR UPWARDLY INCLINED ADHESIVE ANCHORS IN CONCRETE THAT SUPPORT SUSTAINED TENSIONS LOAD SHALL BE CERTIFIED BY THE ACI/CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM, THESE CHORS ARE DESIGNATED WITH A (CERT) AFTER THE ANCHOR CALL OUT. SUBMIT DOCUMENTED CONFIRMATION THAT PERSONAL HAVE PASSED THE TRAINING COURSE PRIOR TO THE COMMENCEMENTS OF INSTALLING ANCHORS. a. ALL POST- INSTALLED ANCHORS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S PRINTED INSTALLATIONS INSTRUCTIONS AND PRE MANUFACTURING'S ON SITE TRAINING. · ALL ADHESIVE ANCHORS AND ADHESIVE ANCHORED REINFORCEMENT DESIGN ARE OR INSTALLATION IN THE FOLLOWING CONDITIONS, UNLESS NOTED OTHERWISE. WRITTEN APPROVAL MUST BE RECEIVED FROM ENGINEER PRIOR TO INSTALLATION IN ALTERNATE CONDITIONS. · DRY CONCRETE, UNLESS NOTED OTHERWISE. · CONCRETE TEMPERATURE AT TIME OF INSTALLATION THROUGH CURE TIME MUST BE THIN THE TEMPERATURE RANGE SPECIFIED IN MANUFACTURER'S PRINTED INSTALLATION INSTRUCTION FOR ADHESIVE GEL AND CURE TIMES. ANCHOR HOLES TO BE HAMMER DRILLED AND CLEANED. CONCRETE MUST BE AT LEAST 21 DAYS OLD BEFORE INSTALLATION OF ANCHORS.HOLES TO BE CLEAN AND REPAIRED IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND EVALUATION REPORT PRIOR TO ADHESIVE INJECTION. b. THE POSITION OF EXISTING REINFORCING BARS IN THE CONCRETE STRUCTURE SHALL LOCATED PRIOR TO INSTALLING POST INSTALL ANCHORS OR REINFORCEMENT. EXISTING REINFORCEMENT SHALL BE LOCATED USING A SCANNER , GPR, X-RAY, CHIPPING OR OTHER MEANS. DO NOT DAMAGE OR CUT EXISTING REINFORCEMENT. P. 1) CONNECTION: a. PROVIDE CONNECTIONS AS SHOWN IN THE STEEL BEAM CONNECTION SCHEDULES AND DETAILS HERE IN REFER TO SPECIFICATION FOR ALTERNATIVE AND CONNECTION NOT SHOWN. 2) STRUCTURAL STEEL INSTALLATION : 3) STRUCTURAL COLD FORMED METAL FRAMING: a. ALL HIGH STRENGTH BOLTS USED IN COLUMN SPLICES. CONNECTION OF BEAMS AND GIRDERS TO COLUMNS, AND WHERE NOTED ON THE DRAWING AS TYPE "SC" OR OTHER TYPES FOLLOWED BY "PT", SHALL BE TENSIONED TO THE VALUES OF TABLES J3.1 OF ANSI/AISC 360-10. OTHER HIGH STRENGTH BOLTS MAY BE INSTALLED SNUG TIGHT AS DEFINE BY AISC. 1. SHOP DRAWING SUBMISSIONS SHALL INCLUDE THE FOLLOWING INFORMATION: THE NAME, ADDRESS, PHONE NUMBER, & FAX NUMBER OF THE SUPPLIER. ALL DESIGN LOADS. PLANS & ELEVATIONS KEYING IN ALL SECTIONS. CONNECTION DETAILS SPECIFYING ALL FASTENER TYPES, QUANTITY, & LOCATIONS. ALL REQUIRED BRIDGING, BRACING, & OTHER COLD-FORMED COMPONENTS. 2. ALL COLD-FORMED MEMBERS SPECIFIED ON THE CONSTRUCTION DOCUMENTS ARE MINIMUM SIZES. COLD FORMED DESIGNER TO VERIFY ALL SIZES. 3. DESIGN, SUPPLY, AND INSTALL ANY HOT-ROLLED OR COLD-ROLLED SECTION NEEDED TO PROVIDE A COMPLETE EXTERIOR CLADDING SYSTEM. 4. REFER TO DEFLECTION LIMIT CRITERIA FOR ALL COLD-FORMED FRAMING DEFLECTION REQUIREMENTS. 5. ALL WELDING SHALL BE AWS D1.3. WELDERS SHALL BE CERTIFIED FOR THE THICKNESS OF MATERIAL BEING WELDED. 6. SCREW PENETRATION THROUGH JOINED MATERIALS SHALL NOT BE LESS THAN THREE EXPOSED SCREW. THREADS. REFER TO INSTALLATION INSTRUCTIONS OF THE SCREW MANUFACTURER AND/OR ASTM C-954 FOR MINIMUM SPACING AND EDGE DISTANCE AND TORQUE REQUIREMENTS. 7. INSTALL CONTINUOUS TRACKS SIZED TO MATCH STUDS. ALIGN TRACKS ACCURATELY TO LAYOUT AT BASE AND TOPS OF STUDS. SECURE TRACKS AS RECOMMENDED BY STUD MANUFACTURER FOR TYPE OF CONSTRUCTION INVOLVED, EXCEPT DO NOT EXCEED 24'' o/c SPACING FOR POWDER-DRIVEN FASTENERS, OR 16'' o/c FOR OTHER TYPES OF ATTACHMENT. PROVIDE FASTENERS AT CORNERS AND END OF TRACKS. 8. WHERE SPLICING OF TRACK IS NECESSARY BETWEEN STUD SPACING, PROVIDE A PIECE OF STUD PLACED BETWEEN ADJACENT TRACKS AND FASTENED BY WELD OR SCREW TO EACH SIDE OF THE TRACK EACH END. 9. AT NON-LOAD BEARING WALLS, PROVIDE A SLIP TRACK AT TOP OF WALL. 10. FASTENING OF COMPONENTS SHALL BE WITH SELF-DRILLING SCREWS OR BY WELDING. SCREWS AND WELDS SHALL BE SUFFICIENT SIZE TO ENSURE THE STRENGTH OF THE CONNECTION. 11. ALL WELDS SHALL BE TOUCHED UP WITH ZINC-RICH PAINT. 12. INSTALL COLD-FORMED FRAMING MEMBERS IN ACCORDANCE WITH MANUFACTURERS PRINTED OR WRITTEN INSTRUCTIONS AND RECOMMENDATIONS UNLESS NOTED OTHERWISE. 13. TEMPORARY BRACING OF COLD-FORMED MEMBERS SHALL BE PROVIDED AND REMAIN IN PLACE UNTIL WORK IS PERMANENTLY STABILIZED. ALL BRACING REQUIRED SHALL BE DESIGNED AND SUPPLIED BY THE COLD FORMED CONTRACTOR. M STEEL NOTES: N. TESTS, INSPECTIONS AND OBSERVATIONS NOTES : 1. TEST AND INSPECTIONS SHALL BE PROVIDED FOR ALL ITEMS AS REQUIRED BY THE CALIFORNIA BUILDING CODE. 2. SEE STATEMENT OF SPECIAL INSPECTIONS, WHEN INCLUDED, FOR SPECIAL INSPECTION REQUIREMENT. 3. THE FOLLOWING ITEMS SHALL HAVE SPECIAL INSPECTION. 3.1. SCREWING OF PLYWOOD OR OSB WALLS AND DIAPHRAGM WHERE SCREW SPACING IS 6 INCHES ON CENTER OR LESS 3.2. SEISMIC STRAPS, CLIPS AND TIE- DOWNS 3.3. POST INSTALLED ANCHORS IN CONCRETE- EXPANSION ANCHORS, EPOXY ANCHORS, ETC. 4. THE OWNER SHALL BE RESPONSIBLE FOR RETAINING AN INDEPENDENT TESTING AND INSPECTION LABORATORY TO PERFORM ALL REQUIRED TESTING AND INSPECTIONS. I. USE OF DRAWING: J. TEMPORARY CONDITIONS: K. SUBMITTALS AND SUBSTITUTIONS: a. SUBMITTALS: REFER TO SPECIFICATION FOR DETAILED REQUIREMENTS.- · IF THE CONTRACTOR REQUESTS A CHANGE FROM THE STRUCTURAL DRAWINGS. IT SHALL BE APPROVED BY THE ARCHITECT AND DESIGN BY STRUCTURAL ENGINEER PRIOR TO SUBMITTING SHOP DRAWINGS. VARIATIONS SHALL BE INDICATED ON THE SHOP DRAWINGS. CONTRACTOR SHALL COMPENSATE STRUCTURAL ENGINEER FOR MAKING THE CHANGE. · CONSTRUCTION DOCUMENTS SHALL NOT BE REPRODUCED FOR USE IN SUBMITTAL. · ALL SHOP DRAWINGS SHALL REFERENCE THE STRUCTURAL DRAWING NUMBER AND DETAIL USED TO PREPARE THE SUBMITTAL b. SUBSTITUTIONS: ARCHITECTS APPROVAL SHALL BE SECURED FOR ALL SUBSTITUTIONS c. NONCONFORMANCE: NOTIFY ARCHITECT OF CONDITIONS NOT CONSTRUCTED PER THE CONTRACT DOCUMENTS PRIOR TO PROCEEDING WITH CORRECTIVE WORK. SUBMIT PROPOSED STRUCTURAL ENGINEER FOR DESIGNING THE REPAIR. d. ALL SHOP DRAWING SHALL BE SUBMITTED I ELECTRONIC FORMAT ONLY. · LAYOUT · ERECTION PROCEDURES WHICH ADDRESS STABILITY OF THE FRAME DURING CONSTRUCTION · WELD PROCEDURES · DESIGN OF TEMPORARY BRACING OF WALLS FOR WIND.SEISMIC, OR SOIL LOADS · SURVEYING TO VERIFY CONSTRUCTION TOLERANCES · EVALUATION OF TEMPORARY CONSTRUCTION LOAD ON STRUCTURE DUE TO EQUIPMENT AND MATERIALS · STRUCTURAL ENGINEERING TO RESIST ANY OTHER LOADS NOT IDENTIFIED ON DESIGN DRAWINGS L. COORDINATION: a. DO NOT SCALE DRAWING. b. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS GENERAL NOTES AND SPECIFICATIONS , THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. DETAILS ON DRAWING TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS .DETAILS NOTED TYPICAL APPLY TO SIMILAR CONDITIONS. WHERE NO SPECIFIC DETAILS ARE SHOWN ,CONSTRUCTIONS SHALL CONFIRM TO SIMILAR WORK ELSEWHERE ON THE PROJECT . a. THE STRUCTURE IS DESIGN TO FUNCTION AS A UPON COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORTING THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S CONSTRUCTIONS METHODS AND/OR SEQUENCES. REFER TO "LATERAL LOAD RESISTING SYSTEM DESCRIPTION" IN DESIGN CRITERIA FOR ADDITIONAL INFORMATION. a. STRUCTURAL DRAWINGS ARE NOT STAND -ALONE DOCUMENTS AND ARE INTENDED TO BE USED IN CONSTRUCTION WITH CIVIL. ARCHITECTURAL , MECHANICAL. ELECTRICAL, AND DRAWING FROM DISCIPLINES. THE CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS INTO SHOP DRAWING AND WORK. b. COORDINATE DIMENSIONS OF ALL OPENINGS, BLOCK OUTS. DEPRESSIONS, ETC. WITH ARCHITECTURAL DRAWINGS FROM OTHER DISCIPLINES,AND FIELD, CONDITIONS PRIOR TO SHOP DRAWINGS SUBMITTAL. c. SEE ARCHITECTURAL PLANS FOR INTERIOR PARTITIONS FRAMING SHALL BE CONNECTED TO THE PRIMARY STRUCTURE IN SUCH AWAY SO AS TO ALLOW FOR VERTICAL LIVE LOAD DEFLECTIONS OF SPAN/360 OF THE FLOOR FRAMING. DO NOT MAKE RIGID VERTICAL AND HORIZONTAL CONNECTIONS TO THE PRIMARY STRUCTURE IN THE PLAN OF THE PARTITIONS. DEPTH MEMBER TYPE FLANGE WIDTH 125 = 1 1 4 " 150 = 1 1 2 " 162 = 1 5 8 " 200 = 2" 250 = 2 1 2 " STEEL MATERIAL DESCRIPTION 600 S 162 - 54 MEMBER THICKNESS MEDIUM YIELD 350 = 3 1 5 362 = 3 " 8 400 = 4" 500 = 5" 1 550 = 5 " 2 600 = 6" 800 = 8" 1000 = 10" 18 = 0.018" 33 = 0.033" 43 = 0.043" 54 = 0.054" 68 = 0.068" 97 = 0.097" 50 KSI 50 KSI 50 KSI 50 KSI 50 KSI 50 KSI S = STUD MEMBER T = TRACK MEMBER NF = AFS MEMBER DESIGN CRITERIA 2. VERTICAL LOADS: A. DEAD LOADS: i. ROOF DEAD LOAD: ii. FLOOR DEAD LOAD: B. LIVE LOADS: i. ROOF LIVE LOAD: ii. TYPICAL FLOORS: iii. BALCONIES: 3. LATERAL LOADS: A. WIND DESIGN LOADS BASIC WIND SPEED EXPOSURE CATEGORY B. SEISMIC DESIGN RISK CATEGORY SEISMIC DESIGN CATEGORY SITE CLASS MAPPED SHORT PERIOD ACCELERATION SITE COEFFICIENT DESIGN SHORT PERIOD ACCELERATION DESIGN ONE SECOND ACCELERATION RESPONSE MODIFICATION FACTOR IMPORTANCE FACTOR SEISMIC RESPONSE COEFFICIENT, (SDS*I/R) 20 PSF 20 PSF 20 PSF 40 PSF 60 PSF 105 MPH C II C D BASIC LATERAL FORCE RESISTING SYSTEM – LIGHT-FRAMED WALLS W/ WOOD STRUCTURAL PANELS Ss = 0.49 g Fa = 1.411 SDS = 0.46 g Fv = 2.259 SD1 = 0.26 g R = 4 I BASE SHEAR, V= Cs * W = 0.207 W AT STRENGTH LEVEL = 1.0 Cs = 0.114 MAPPED ONE SECOND PERIOD ACCELERATION S1 = 0.17 g SITE COEFFICIENT H 1. CODES AND SPECIFICATIONS: ASCE 7-16 AISI-S100-16 G NOTE: 1. CONSTRUCTION AND/OR TEMPORARY BRACING IS ALWAYS REQUIRED AND MUST BE KEPT IN PLACE UNTIL THE STRUCTURE HAS BEEN STABILIZED, ALIGNED, PLUMBED, AND SECURED BY BOTH STEEL CONNECTIONS AND FOUNDATION ATTACHMENTS. 2. ALL ROOF TRUSSES, WALL STUDS, FLOOR JOISTS AND OTHER COMPONENT PARTS SHALL BE OF THE TYPE, SIZE, STEEL THICKNESS AND SPACING SHOWN ON THE PLANS. 3. CONNECTIONS SHALL BE ACCOMPLISHED USING SELF -DRILLING SCREWS AT THE SIZE, QUANTITY AND SPACING SPECIFIED ON THE PLANS. FOR HEAVIER GAUGE MATERIAL, WELDING MAY BE SUBSTITUTED FOR SCREWS. 4. HANDLING OR LIFTING OF ANY MEMBER OR PREASSEMBLED TRUSS UNIT SHALL NOT CAUSE DAMAGE OR PERMANENT DISTORTION IN ANY MEMBER. 5. CUTTING OF STEEL FRAMING MEMBERS MAY BE ACCOMPLISHED WITH A SAW OR SHEAR. TORCH CUTTING IS NOT PERMITTED. 6. AXIALLY LOADED MEMBERS SHALL BE INSTALLED SQUARELY (WITHIN 1/16") AGAINST THE WEB PORTION OF THE TOP PLATE AND BOTTOM TRACK. 7. SPLICING OF AXIALLY LOADED MEMBERS SHALL NOT BE PERMITTED. 8. BEARING SURFACES FOR JOISTS, RAFTERS, TRUSSES, TOP PLATE AND BOTTOM TRACK SUPPORTING WALLS SHALL BE UNIFORM AND LEVEL TO ENSURE FULL CONTINUOUS BEARING CONTACT AND DIRECT LOAD TRANSFER FOR THESE MEMBERS. 9. INSTALL HEADERS IN ALL OPENINGS IN LOAD BEARING WALLS THAT ARE LARGER THEN THE STUD SPACING IN THAT WALL.KING STUDS AND JAMB STUDS ARE USED TO SUPPORT HEADERS. HEADER, KING STUD, JAMB STUD AND CONNECTION REQUIREMENT ARE SHOWN ON THE PLANS. 10. TOP AND BOTTOM CHORDS SHALL ONLY BE SPLICED AS SHOWN ON THE PLAN. 11. SHEATHING MATERIAL FOR SHEAR WALL OF ROOF DIAPHRAGM AND WALL CONDITIONS SHALL EXTEND AND BE CONNECTED TO ALL CHORD MEMBERS, IE. TOP PLATE AND BOTTOM TRACK. 12. TOP PLATE HEIGHT FOR ALL LOAD BEARING WALLS MUST BE LEVEL ON EACH FLOOR. LESSER LEVELING IS SUGGESTED TO INSURE UNIFORMITY. 13. ALL STRUCTURAL STEEL CONNECTIONS ARE MADE USING ASTM SPECIFIED "TURN OF THE NUT" METHOD. REFERENCE AISC FOR FURTHER INFORMATION. 14. ALL FIELD WELDS ARE TO BE MADE USING E70XX ELECTRODES FOR HOT-ROLLED STEEL FOLLOWING ARS WELDING STANDARDS. USING E80XX FOR COLD-ROLLED STEEL. 1. VERTICAL ALIGNMENT (PLUMB) OF STUDS SHALL BE WITHIN (1/8" IN 10'-0") OF THE SPAN. 1. ADEQUATE TEMPORARY BRACING HAS TO BE INSTALLED TO KEEP THE STRUCTURE STABILIZED DUE TO CONSTRUCTION LOADS AND UNANTICIPATED WIND LOADS. 2. ALL MEMBERS SHALL BE CHECKED FOR BEARING, COMPLETENESS OF ATTACHMENTS, REINFORCEMENTS, PERMANENT BRACING, ETC. 3. TOP PLATE HEIGHT IS AT A UNIFORM HEIGHT THROUGHOUT TO ENSURE THE ROOF SYSTEM ON UPPER LEVEL FLOOR SYSTEM IS LEVEL. 1. ANY DEVIATION TO THE ABOVE SPECIFIED REQUIREMENTS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF STRUCTURAL ENGINEER D. GENERAL INSTALLATION: E. TOLERANCES: F. INSPECTIONS: A. GENERAL NOTES 1. AMERICAN IRON AND STEEL INSTITUTE (AISI), COLD FORMED STEEL DESIGN MANUAL 2. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION 3. ASTM STANDARD SPECIFICATIONS FOR STEEL SHEETS, ZINC COATED (GALVANIZED) BT THE HOT-DIP PROCESS, STRUCTURAL (PHYSICAL) QUALITY. 4. AMERICAN WELDING SOCIETY (AWS), D1.1 AND D1.3 1. ALL GALVANIZED STRUCTURAL MEMBERS AND COMPONENT PARTS, 16 GAUGE OR HEAVIER, SHALL BE A MINIMUM YIELD OF 50 KSI. A653 HAVING 2. ALL GALVANIZED STRUCTURAL MEMBERS AND COMPONENT PARTS, 16 GAUGE OR LESS, AND ALL TRACK SHALL BE FORMED FROM STEEL THAT CONFORMS TO THE REQUIREMENTS OF ASTM A446 OR A653 HAVING A MINIMUM YIELD OF 33 KSI. 3. ALL GALVANIZED STUDS AND COMPONENT PARTS SHALL HAVE A MINIMUM G-60 COATING. 4. PHYSICAL PROPERTIES AND AN ALLOWABLE LOAD CARRYING CAPACITY OF MEMBERS SHALL BE DETERMINED IN ACCORDANCE WITH THE 1996 AISI WITH 2001 ADDENDUM. 5. PERFORATIONS WILL BE ALLOWED IN WEB OF STUDS ONLY AT A MINIMUM EDGE DISTANCE OF 10" AND A MINIMUM SPACING OF 2'-0" O.C. THE WIDTH OF ANY PERFORATION SHALL NOT BE MORE THEN THE STUD DEPTH/ 2" OR 2 1/2" WHICH EVER IS LESS. AT NO TIME SHALL THE FLANGES OF ANY LOAD BARING MEMBER BE CUT OR REMOVED. 1. THESE PLANS ARE INTENDED TO PROVIDE THE BASIC CONSTRUCTION INFORMATION NECESSARY TO SUBSTANTIALLY COMPLETE THIS STRUCTURE. THIS MEANS THESE PLANS MUST BE VERIFIED AND CHECKED COMPLETELY BY THE GENERAL CONTRACTOR OR PERSON IN AUTHORITY FOR THE JOB. ANY DISCREPANCY ERROR OR OMISSION, IF FOUND, IS TO BE IMMEDIATELY BROUGHT TO THE ATTENTION OF STRUCTURAL ENGINEER. 2. ALL CODES, ALLIANCES AND REQUIREMENTS - FEDERAL, STATE AND LOCAL - TAKE PRECEDENCE OVER ANY PART OF THESE PLANS THAT MAY CONFLICT WITH THESE AGENCIES RULES AND/OR REGULATIONS AND MUST BE ADHERED TO BEFORE AND DURING CONSTRUCTION. 3. GENERAL CONTRACTOR/BUILDER SHALL VERIFY ALL DIMENSIONS AND COORDINATE FINISH MATERIALS SELECTED. IF DIFFERENT FROM THAT SHOWN ON THE ARCHITECTURAL DRAWINGS AND STRUCTURAL DRAWINGS, THEN STRUCTURAL ENGINEER IS TO BE NOTIFIED BEFORE ANY CONSTRUCTION WORK IS STARTED. 4. STEEL FRAMING MATERIAL IS SUPPLIED WITH AS MANY OF THE DIFFERENT ITEMS CUT TO LENGTH AS POSSIBLE WHERE LARGE QUANTITIES OF THE PART ARE REQUIRED. OTHER SMALL QUANTITY PARTS, VARIABLE LENGTH PARTS AND OTHER CLIPS, PLATES, ANGLES, ETC. SHALL BE FIELD CUT FROM SUPPLIED STOCK LENGTH PARTS. 5. ANY DEVIATION FROM THE APPROVED PLANS REQUIRING FIELD MODIFICATION OF A STRUCTURAL NATURE SHALL BE APPROVED BY A STRUCTURAL ENGINEER REPRESENTING THE GENERAL CONTRACTOR/BUILDER. 6. DIMENSIONS WHEN SHOWN TAKE PRECEDENCE OVER USING SCALE ON PRINT. 7. ALL MATERIAL MUST BE STORED IN A SECURE AREA AND ON A FLAT PLANE AND PROTECTED FROM ANY PHYSICAL DAMAGE. IF MATERIAL DAMAGE (E.G., RUSTED, DENTED BENT OR TWISTED)OCCURES, IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER OR ARCHITECT TO DETERMINE WHAT IS DAMAGED. ANY DAMAGED MATERIAL SHALL BE REMOVED FROM THE JOB SITE IMMEDIATELY AND REPLACED. 8. THESE DRAWINGS, PLANS AND CONTENTS REPRESENT PROPRIETARY MATERIAL AND ARE NOT TO BE COPIED, REPRODUCED OR UTILIZED. 9. NO DEVIATION FROM THESE PLANS WILL BE ACCEPTED. ANY MODIFICATIONS TO PLANS, WALL PANELS, FLOOR TRUSSES, ROOF TRUSSES OR ANY OTHER PREFABRICATED COMPONENT MUST HAVE PRIOR NOTIFICATION AND APPROVAL. B. SPECIFICATIONS: C. MATERIALS: LIGHT GAUGE FRAMING NOTES S-01 GENERAL NOTES DRAWING TITLE: SHEET NO: ISSUE DATE DESCRIPTION SIGNATURE & STAMP : 257 w Lazy Acres Ln.Marion Utah 84063 HARWOOD HOMES GEORGIA A 2' B C D E F G H 8'-6" 1'-6" 15'-8 1 2 " 22'-3 1 2 " 13'-8 1 2 " 2' 4'-6" 4'-8 1 2 " 4'-3 1 2 " 6'-3" 5'-7" 6'-2" 1'-10 1 2 " 1'-10" 10' A1 1A B1 C1 D1 E1 F1 2A 3A 4A 5A 5'-9" 2'-5" 23'-8 1 2 " 12' 2' 12' 9'-2" 2'-6 1 2 " 2' HTT4 HTT4 HTT4 HTT4 HTT4 HTT4 HTT4 HTT4 S/HDU9 HTT4 HTT4 HTT4 P1 P1 P2 P2 P1 B1 B2 B3-3 - SW 12'-0" - SW1 3'-6" - SW1 4'-0" - SW1 11'-9" - SW1 3'-9" - SW1 12'-9" HTT4 W1 W3 W3 W3 W3 W2 W1 W3 W3 W1 W1 W1 MAIN FLOOR SHEAR WALL PLAN 2 - NTS - SW3 10'-0" SHDU6 SHDU6 H4 H4 S/HDU9 HTT4 HTT4 HTT4 HTT4 - SW1 3'-0" - SW1 3'-0" - SW 3'-9" - SW3 12'-10" - SW1 2'-8" - SW1 2'-8" - SW1 4'-8" - SW1 4'-8" HTT4 HTT4 HTT4 HTT4 HTT4 HTT4 HTT4 P2 P2 HTT4 HTT4 - SW3 13'-6" HTT4 W1 W3 HTT4 W1 W1 W1 HTT4 W1 W1 W1 W1 W3 W1 W1 W3 W3 W3 W3 W3 W4 W4 W3 W4 W3 W3 W3 W4 W4 W4 W4 W3 W4 W4 W4 W4 W4 W1 W4 W4 W4 W4 P3 P3 B3-3 B3-2 B3-1 B5 B6 B7 B6 P1 W3 1 2 3 4 5 6 7 8 9 10 - SW2 14'-0" SHDU6 SHDU6 H3 H3 H3 W10X12 3 HTT4 HTT4 - SW1 3'-8" - SW1 4'-10" HTT4 HTT4 H4 H3 H5 H5 H5 H4 H3 H3 H3 H3 H3 H3 H3 H3 H6 H3 H4 - SW2 6'-0" RB-10 H3 H3 H6 H3 HTT4 HTT4 H3 2 3 4 4 4 P2 P2 P4 P4 P4 P4 B8 B8 B8 B8 PROVIDE CONTINUOUS TOP PLATE BETWEEN EXTERIOR AND INTERIOR WALLS, OR STRAP TOP PLATES TOGETHER WITH (2) CS16 STRAPS (11" END LENGTHS) OR EQUIVALENT PROVIDE CONTINUOUS TOP PLATE BETWEEN EXTERIOR AND INTERIOR WALLS, OR STRAP TOP PLATES TOGETHER WITH (2) CS16 STRAPS (11" END LENGTHS) OR EQUIVALENT P4 P4 P4 P4 P4 (MIN.) (MIN.) (MIN.) (MIN.) (MIN.) (MIN.) (MIN.) (MIN.) (MIN.) 3 4 2 3 HTT4 HTT4 2 2 2 2 2 B8 H4 H4 2 2 W10X12 W10X12 W10X12 P4 (MIN.) P4 (MIN.) B9 3 3 H1 H1 H1 H1 H1 P2 3 2 2 W1 LOCATE FLOOR TRUSS BELOW SW WALL TYPE X GRID LEGENDS SHEAR WALL - SW1 9'-0" MINIMUM LENGTH SEE TABLE SHEAR WALL H4 HEADER TYPE H1 HSS P BEAM 2 3 4 Pack (2) Studs Pack (3) Studs Pack (4) Studs MIN.6"X6" WOODEN POST SIMPSON S/HDU9 WITH SIMPSON SET EPOXY WITH MIN. 10" 7/16 EMBEDMENT INTO 2000PSI CONCRETE SIMPSON S/HDU6 WITH SIMPSON SET EPOXY WITH MIN. 9" 3/8 EMBEDMENT INTO 2000PSI CONCRETE SIMPSON HTT4 WITH SIMPSON SET EPOXY WITH MIN. 7" 3/16 EMBEDMENT INTO 2000PSI CONCRETE HOLDOWN SCHEDULE 12#14 SCREW TO STUD 18#14 18#10 MIN 3" WIDE 18GA, 50KSI HOLDOWN STRAP WITH 7#10 SCREW ON EACH END. WALL SCHEDULE MARK PROFILE SPACING BLOCKING LOCATION BEARING WAL SHEAR WALL HOLDOWN W1 550NF150-43 4'-0" MAX YES W2 4'-0" MAX 4'-0" MAX 4'-0" MAX REMARKS W3 W4 EXTERNAL WALL NO NO NO INTERNAL WALL YES NO 4'-0" MAX SW YES YES 350NF150-43 350NF150-33 350NF150-33 550NF150-43 4'-0" MAX SW1 YES YES 550/350NF150-43 EXTERNAL/ INTERNAL WALL EXTERNAL/ INTERNAL WALL EXTERNAL WALL 1'-4" YES NO 1'-4" 1'-4" 1'-4" 1'-4" 1'-4" 4'-0" MAX SW2 YES YES 550/350NF150-43 EXTERNAL/ INTERNAL WALL 1'-4" USE MINIMUM 2" WIDE, 18 GUAGE (50ksi) X-STRAP ON ONE SIDE OF SHEAR WALLS WITH 7#10 SCREWS WITH STUDS AND 7#10 SCREWS WITH PLATE ON EACH END OF EACH STRAP. USE MINIMUM 2" WIDE, 18 GUAGE (50KSI) X-STRAP ON BOTH SIDE OF SHEAR WALLS WITH 9#10 SCREWS WITH STUDS AND 9#10 SCREWS WITH PLATE ON EACH END OF EACH STRAP. USE MINIMUM 5" WIDE, 18 GUAGE (50KSI) X-STRAP ON BOTH SIDE OF SHEAR WALLS WITH 12#10 SCREWS WITH STUDS AND 12#10 SCREWS WITH PLATE ON EACH END OF EACH STRAP. 4'-0" MAX W5 INTERNAL WALL NO 350NF150-33 1'-4" YES 4'-0" MAX SW3 YES YES 550/350NF150-43 EXTERNAL/ INTERNAL WALL 1'-4" USE MINIMUM 6.5" WIDE, 18 GUAGE (50KSI) X-STRAP ON BOTH SIDE OF SHEAR WALLS WITH 12#10 SCREWS WITH STUDS AND 12#10 SCREWS WITH PLATE ON EACH END OF EACH STRAP. EXTERNAL/ INTERNAL WALL MARK P1 SCHEDULE OF BEAM AND POST SIZE 3.5x3.5x3/16 P2 HSS HSS 5.5x5.5x1/4 B1 W10X30 B2 W10X26 B3-1 W12X16 (10 ft Span) TYPE P3 HSS 5.5x5.5x3/8 B4 W12X39 B5 W10X19 B6 W10X12 B7 W W W W W W W W10X33 MOMENT FRAME B3-3 W12X16 W YES YES YES SUBSTITUTION APA RATED 6-3/4" x 12" DOUGLAS-FIR GLULAM APA RATED 5-1/8" x 13-1/2" DOUGLAS-FIR GLULAM HOT ROLLED STEEL MOMENT FRAMES SHALL NOT HAVE A REPLACEMENT. NOTE:- HEADER SCHEDULE TYPE CONFIGURATION H1 H2 H3 H4 WEBBED HEADER PLATED WEBBED HEADER RB-10 (2)1000S162-54+(2)600T150-54 H5 H6 (4) 350NF150-43 (4) 550NF150-43 (6) 350NF150-43 (6) 550NF150-43 APA RATED 5-1/8" X 21" DOUGLAS-FIR GLULAM APA RATED 5-1/8" X 21" DOUGLAS-FIR GLULAM P4 WOODEN 6" X 6" B8 WOODEN 5-1/8" X 9" GLB B3-2 W12X16 (22 ft Span) W APA RATED 5-1/8" x 15" DOUGLAS-FIR GLULAM B9 WOODEN 5-1/8" X 15" GLB S-02 DRAWING TITLE: SHEET NO: ISSUE DATE DESCRIPTION SIGNATURE & STAMP : MAIN FLOOR SHEAR WALL PLAN 257 w Lazy Acres Ln.Marion Utah 84063 HARWOOD HOMES GEORGIA MIN 3" WIDE 18GA, 50KSI HOLDOWN STRAP WITH 7#10 SCREW ON EACH END. NOTE:- MIN 3" WIDE 18GA, 50KSI HOLDOWN STRAP WITH 11#10 SCREW ON EACH END. WALL SCHEDULE MARK PROFILE SPACING BLOCKING LOCATION BEARING WAL SHEAR WALL HOLDOWN W1 550NF150-43 4'-0" MAX YES W2 4'-0" MAX 4'-0" MAX 4'-0" MAX REMARKS W3 W4 EXTERNAL WALL NO NO NO INTERNAL WALL YES NO 4'-0" MAX SW YES YES 350NF150-43 350NF150-33 350NF150-33 550NF150-43 4'-0" MAX SW1 YES YES 550/350NF150-43 EXTERNAL/ INTERNAL WALL EXTERNAL/ INTERNAL WALL EXTERNAL WALL 1'-4" YES NO 1'-4" 1'-4" 1'-4" 1'-4" 1'-4" 4'-0" MAX SW2 YES YES 550/350NF150-43 EXTERNAL/ INTERNAL WALL 1'-4" USE MINIMUM 2" WIDE, 18 GUAGE (50ksi) X-STRAP ON ONE SIDE OF SHEAR WALLS WITH 7#10 SCREWS WITH STUDS AND 7#10 SCREWS WITH PLATE ON EACH END OF EACH STRAP. USE MINIMUM 2" WIDE, 18 GUAGE (50KSI) X-STRAP ON BOTH SIDE OF SHEAR WALLS WITH 9#10 SCREWS WITH STUDS AND 9#10 SCREWS WITH PLATE ON EACH END OF EACH STRAP. USE MINIMUM 5" WIDE, 18 GUAGE (50KSI) X-STRAP ON BOTH SIDE OF SHEAR WALLS WITH 12#10 SCREWS WITH STUDS AND 12#10 SCREWS WITH PLATE ON EACH END OF EACH STRAP. 4'-0" MAX W5 INTERNAL WALL NO 350NF150-33 1'-4" YES 4'-0" MAX SW3 YES YES 550/350NF150-43 EXTERNAL/ INTERNAL WALL 1'-4" USE MINIMUM 6.5" WIDE, 18 GUAGE (50KSI) X-STRAP ON BOTH SIDE OF SHEAR WALLS WITH 12#10 SCREWS WITH STUDS AND 12#10 SCREWS WITH PLATE ON EACH END OF EACH STRAP. EXTERNAL/ INTERNAL WALL SW WALL TYPE X GRID LEGENDS SHEAR WALL - SW1 9'-0" MINIMUM LENGTH SEE TABLE SHEAR WALL H4 HEADER TYPE H1 A1 1A B1 C1 D1 E1 F1 2A 3A 4A 5A 5'-9" 2'-5" 23'-8 1 2 " 12' 2' 12' 9'-2" 2'-6 1 2 " 2' - SW1 5'-9" - SW1 2'-9" - SW1 2'-9" - SW1 5'-9" - SW1 8'-9" - SW1 3'-6" - SW 4'-0" - SW 3'-9" - SW 2'-6" - SW1 17'-0" - SW 12'-9" - SW1 17'-0" - SW 11'-0" UPPER FLOOR SHEAR WALL PLAN 3 - NTS W4 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W5 W5 W5 W2 W4 - SW1 9'-0" - SW1 9'-0" H3 H3 H3 H3 H3 H3 H3 H3 H3 H3 H3 H3 H3 H3 H3 H3 RB-10 H3 H3 A 2' B C D E F G H 8'-6" 1'-6" 15'-8 1 2 " 22'-3 1 2 " 13'-8 1 2 " 2' 4'-6" 4'-8 1 2 " 4'-3 1 2 " 6'-3" 5'-7" 6'-2" 1'-10 1 2 " 1'-10" 10' 1 2 3 4 5 6 7 8 9 10 LOCATE FLOOR TRUSS BELOW H3 H3 4 3 DETAIL-29A S-08 DETAIL-29B S-08 LOCATE FLOOR TRUSS BELOW H3 LOCATE FLOOR TRUSS BELOW S-03 UPPER FLOOR SHEAR WALL PLAN DRAWING TITLE: SHEET NO: ISSUE DATE DESCRIPTION SIGNATURE & STAMP : 257 w Lazy Acres Ln.Marion Utah 84063 HARWOOD HOMES GEORGIA BEARING WALL PROVIDE DOUBLE JOISTS UNDER KITCHEN ISLAND BEARING WALL MAIN FLOOR FRAMING PLAN 4 - NTS A1 1A B1 C1 D1 E1 F1 2A 3A 4A 5A 5'-9" 2'-5" 23'-8 1 2 " 12' 2' 12' 9'-2" 2'-6 1 2 " 2' FLOOR TRUSS @ 16" O.C. FLOOR TRUSS @ 16" O.C. FLOOR TRUSS @ 16" O.C. FLOOR TRUSS @ 16" O.C. FLOOR TRUSS @ 16" O.C. DOUBLE TRUSS DOUBLE TRUSS DOUBLE TRUSS DOUBLE TRUSS DOUBLE TRUSS H3 H3 H3 H3 H3 A 2' B C D E F G H 8'-6" 1'-6" 15'-8 1 2 " 22'-3 1 2 " 13'-8 1 2 " 2' 4'-6" 4'-8 1 2 " 4'-3 1 2 " 6'-3" 5'-7" 6'-2" 1'-10 1 2 " 1'-10" 10' 1 2 3 4 5 6 7 8 9 10 S-03A MAIN FLOOR FRAMING PLAN DRAWING TITLE: SHEET NO: ISSUE DATE DESCRIPTION SIGNATURE & STAMP : 257 w Lazy Acres Ln.Marion Utah 84063 HARWOOD HOMES GEORGIA USE # 8 SD SCREW @ 6" O.C ON EDGES LEGEND: USE # 8 SD SCREW @ 12" O.C ON FIELDS 3/4" PLYWOOD SHEATHING WITH #8 SCREWS @ 6" EDGE / 12" FIELD SPACING NOTE: MAIN FLOOR SHEATHING PLAN 5 - NTS A1 1A B1 C1 D1 E1 F1 2A 3A 4A 5A 5'-9" 2'-5" 23'-8 1 2 " 12' 2' 12' 9'-2" 2'-6 1 2 " 2' A 2' B C D E F G H 8'-6" 1'-6" 15'-8 1 2 " 22'-3 1 2 " 13'-8 1 2 " 2' 4'-6" 4'-8 1 2 " 4'-3 1 2 " 6'-3" 5'-7" 6'-2" 1'-10 1 2 " 1'-10" 10' 1 2 3 4 5 6 7 8 9 10 S-03B DRAWING TITLE: SHEET NO: ISSUE DATE DESCRIPTION SIGNATURE & STAMP : 257 w Lazy Acres Ln.Marion Utah 84063 HARWOOD HOMES GEORGIA MAIN FLOOR SHEATHING PLAN UPPER FLOOR FRAMING PLAN 6 - NTS A 2' B C D E F G H 8'-6" 1'-6" 15'-8 1 2 " 22'-3 1 2 " 13'-8 1 2 " 2' 4'-6" 4'-8 1 2 " 4'-3 1 2 " 6'-3" 5'-7" 6'-2" 1'-10 1 2 " 1'-10" 10' A1 1A B1 C1 D1 E1 F1 2A 3A 4A 5A 5'-9" 2'-5" 23'-8 1 2 " 12' 2' 12' 9'-2" 2'-6 1 2 " 2' 1 2 3 4 5 6 7 8 9 10 BEARING WALL W10x33 W10X12 RB-10 DOUBLE TRUSS FLOOR JOISTS @ 16" O.C. FLOOR JOISTS @ 16" O.C. FLOOR JOISTS @ 16" O.C. FLOOR JOISTS @ 16" O.C. FLOOR JOISTS @ 16" O.C. DOUBLE TRUSS DOUBLE TRUSS DOUBLE TRUSS 2 2 3 2 3 4 4 4 RB-10 P4 P4 P4 P4 B8 B8 B8 P4 P4 P4 P4 P4 (MIN.) (MIN.) (MIN.) (MIN.) (MIN.) (MIN.) (MIN.) (MIN.) (MIN.) B8 P4 (MIN.) P4 (MIN.) B9 S-03C UPPER FLOOR FRAMING PLAN DRAWING TITLE: SHEET NO: ISSUE DATE DESCRIPTION SIGNATURE & STAMP : 257 w Lazy Acres Ln.Marion Utah 84063 HARWOOD HOMES GEORGIA UPPER FLOOR SHEATHING PLAN 7 - NTS A 2' B C D E F G H 8'-6" 1'-6" 15'-8 1 2 " 22'-3 1 2 " 13'-8 1 2 " 2' 4'-6" 4'-8 1 2 " 4'-3 1 2 " 6'-3" 5'-7" 6'-2" 1'-10 1 2 " 1'-10" 10' A1 1A B1 C1 D1 E1 F1 2A 3A 4A 5A 5'-9" 2'-5" 23'-8 1 2 " 12' 2' 12' 9'-2" 2'-6 1 2 " 2' 1 2 3 4 5 6 7 8 9 10 2 2 3 2 3 4 4 4 USE # 8 SD SCREW @ 6" O.C ON EDGES LEGEND: USE # 8 SD SCREW @ 12" O.C ON FIELDS 3/4" PLYWOOD SHEATHING WITH #8 SCREWS @ 6" EDGE / 12" FIELD SPACING NOTE: S-03D DRAWING TITLE: SHEET NO: ISSUE DATE DESCRIPTION SIGNATURE & STAMP : 257 w Lazy Acres Ln.Marion Utah 84063 HARWOOD HOMES GEORGIA UPPER FLOOR SHEATHING PLAN MAX = 67 PSF 2 MIN = 0 PSF 11'-2" NOTE: DRIFT SNOW LOADS TO BE SUPERIMPOSED UPON FLAT ROOF SNOW LOADS. MARK SNOW DRIFT SCHEDULE DRIFT INTENSITY MAX = 83 PSF 1 MIN = 0 PSF 14'-0" ROOF FRAMING PLAN 8 - NTS A 2' B C D E F G H 8'-6" 1'-6" 15'-8 1 2 " 22'-3 1 2 " 13'-8 1 2 " 2' 4'-6" 4'-8 1 2 " 4'-3 1 2 " 6'-3" 5'-7" 6'-2" 1'-10 1 2 " 1'-10" 10' A1 1A B1 C1 D1 E1 F1 2A 3A 4A 5A 5'-9" 2'-5" 23'-8 1 2 " 12' 2' 12' 9'-2" 2'-6 1 2 " 2' 1 2 3 4 5 6 7 8 9 10 RB 17 2 2 2 BEARING WALL BEARING WALL BEARING WALL BEARING WALL BEARING WALL ROOF TRUSSES @ 16" O.C. ROOF TRUSSES @ 16" O.C. ROOF TRUSSES @ 16" O.C. 2 2 ROOF TRUSSES @ 16" O.C. ROOF TRUSSES @ 16" O.C. 2 ROOF TRUSSES @ 16" O.C. ROOF TRUSSES @ 16" O.C. ROOF TRUSSES @ 16" O.C. ROOF TRUSSES @ 16" O.C. ROOF TRUSSES @ 16" O.C. ROOF TRUSSES @ 16" O.C. WOODEN RAFTERS BY OTHERS 1 GIRDER TRUSS DESIGN GIRDER TRUSS AND HANGER FOR POINT LOAD SNOW:2,500# DEAD:1,100# S-03E ROOF FRAMING PLAN DRAWING TITLE: SHEET NO: ISSUE DATE DESCRIPTION SIGNATURE & STAMP : 257 w Lazy Acres Ln.Marion Utah 84063 HARWOOD HOMES GEORGIA DOUBLE TRUSS DOUBLE TRUSS K BRACE SHEET BRACE (GYBSUM BOARD, HARDIBOARD, PLYWOOD, OR OTHER SHEET) FIXED AS PER MANUFACTURERS SPECIFICATIONS 3 TYP: WALL DETAIL TOP PLATE Bottom Plate END STUD COMMON STUD JAMB STUD JAMB STUD HEAD SILL BOTTOM BACK TO BACK STUD K-BRACE JACK LIPS OF PLATE NOTCHED OUT TO RECIEVE BRACE BASE OF BRACE SWAGED TO ALLOW NEAT FIT INSIDE PLATE LIPS OF HEAD NOTCHED OUT TO RECIEVE STUD STUD SECTION SWAGED TO ALLOW NEAT FIT INSIDE PLATE WEB OF HEAD NOTCHED TO ALLOW STUD TO PASS LIPS OF SILL NOTCHED OUT TO RECIEVE STUD STUD SECTION SWAGED TO ALLOW NEAT FIT INSIDE PLATE WEB OF SILL NOTCHED TO ALLOW STUD TO PASS LIPS OF SILL NOTCHED OUT TO RECIEVE STUD STUD SECTION SWAGED TO ALLOW NEAT FIT INSIDE PLATE WEB OF SILL NOTCHED TO ALLOW STUD TO PASS STUDS SCREWED TOGETHER AT MAX 200CTS ALTERNATING SIDE OF WEB 7 4/5 in MAX LIPS OF SILL NOTCHED OUT TO RECIEVE STUD WEB OF SILL NOTCHED TO ALLOW STUD TO PASS STUD SECTION SWAGED TO ALLOW NEAT FIT INSIDE PLATE HEADER PLATE TO JAMB STUD SILL PLATE TO JAMB STUD PLATE TO JAMB STUD BACK TO BACK STUD K- BRACE TO BOTTOM PLATE 1 TYP: WALL MEMBERS CONNECTION 2 X 10-16X16 HEX SCREWS 2 X 10-16X16 HEX SCREWS 2 X 10-16X16 HEX SCREWS 2 X 10-16X16 HEX SCREWS 2 X 10-16X16 HEX SCREWS 2 X 10-16X16 HEX SCREWS 2 X 10-16X16 HEX SCREWS 2 X 10-16X16 HEX SCREWS 2 X 10-16X16 HEX SCREWS MINIMUM 6 X 10-16X16 SCREWS REQUIRED PER CONNECTION IN ALL CASES SHOWN A UNLESS NOTED OTHERWISE 2 TYP: WALL TO WALL CONNECTION STUD 2 STUD 1 ST9 ROOF STRAP BRACE FIXED WITH 8#10 SELF DRILLING SCREWS,EACH WALL SIZE = 1 14 " x 9" x 58 ", S-04 TYPICAL DETAILS-1 DRAWING TITLE: SHEET NO: ISSUE DATE DESCRIPTION SIGNATURE & STAMP : 257 w Lazy Acres Ln.Marion Utah 84063 HARWOOD HOMES GEORGIA WALL STUD PER PLAN BOTTOM TRACK #10 SCREW EA. SIDE TO TRACK (TYP.) FOUNDATION BY OTHERS TITEN HD SCREW ANCHORS 1/2" DIAMETER-4" EMBEDMENT DEPTH 2'-00"OC. FOUNDATION BY OTHERS BOTTOM TRACK #10 SCREW EA. SIDE TO TRACK (TYP.) STUD WALL AS PLAN TITEN HD SCREW ANCHORS 1/4" DIAMETER-4" EMBEDMENT DEPTH 2'-00"OC. 11 TYP: WALL TO FOUNDATION CONNECTION 2 ft max LINTEL SPAN (LS) 1'-0" ADDITIONAL #10 SCREWS PER JOINT EACH SIDE TO END JACKS AND OUTER 3 WEB MEMBERS AT LINTEL ENDS FIX HEADER TO JAMB STUD WITH 4X #10 SCREWS 4 TYP. HEADER/ LINTEL HEADER DETAIL-H1 LINTEL SPAN (LS) 1'-6" 2 ft MAX FIX HEADER TO JAMB STUD WITH 4X #10 SCREWS FIX PLATE TO WEBS WITH 2X#10 SCREWS (6"X2"X16Ga.) L PLATE TO BOTH SIDES OF TOP TRACK FIXED WITH #10 SCREWS @ 8" o/c ADDITIONAL #10 SCREWS PER JOINT EACH SIDE TO END JACKS AND OUTER 3 WEB MEMBERS AT LINTEL ENDS 5 TYP. HEADER/ LINTEL HEADER DETAIL (BOTH SIDE PLATED)-H2 (6"X2"X16Ga.) L PLATE TO BOTH SIDES FIXED WITH #10 SCREWS @ 8" o/c TYP. HEADER/ LINTEL HEADER DETAIL (BOTH SIDE PLATED)-H2 SECURE WITH (6) ROWS OF #10X3/4" SCREWS AT 6" OC (4)550NF150-43 (50) 7 BOXED HEADER - H4 9 BOXED HEADER - H6 (6)550NF150-43 (50) SECURE WITH (10) ROWS OF #10X3/4" SCREWS AT 6" OC 8 BOXED HEADER - H5 (6)350NF150-43 (50) SECURE WITH (10) ROWS OF #10X3/4" SCREWS AT 6" OC SECURE WITH (6) ROWS OF #10X3/4" SCREWS AT 6" OC (4)350NF150-43 (50) 6 BOXED HEADER - H3 (2)1000S162-54+(2)600T150-54 SECURE WITH (4) ROWS OF #10X3/4" SCREWS AT 6" OC 10 BOXED HEADER - RB10 S-05 TYPICAL DETAILS-2 DRAWING TITLE: SHEET NO: ISSUE DATE DESCRIPTION SIGNATURE & STAMP : 257 w Lazy Acres Ln.Marion Utah 84063 HARWOOD HOMES GEORGIA SHEAR WALL AT UPPER FLOOR LEV. SHEAR WALL AT LOWER FLOOR LEV. DOUBLE "C" STUDS STITCHED WITH 2 ROWS OF # 10 SCREWS @ 8" O.C TYP: LOWER TO UPPER FLOOR SHEAR WALL STRAP CONNECTION STRAP AS PER PLAN HOLDOWN AS PER WALL LAYOUT PLAN REFER TO DET-14 FLOOR JOIST AS PER MANUFACTURER'S SHOP DRAWINGS STRAP AS PER PLAN FLOOR TRUSS 15 STRUCTURAL STEEL BEAM AS PER PLAN HOLDDOWN STRAP WRAPPED AND SCREWED WITH BEAM FLANGE AS PER PLAN SHEAR WALL AS PER PLAN NOTE: X-STRAPS NOT SHOWN FOR CLARITY SECTION A-A 2 PACKED STUDS AT THE BOTH ENDS OF SHEAR WALL HOLDDOWN STRAP WRAPPED AND SCREWED WITH BEAM FLANGE AS PER PLAN. BEAM AS PER PLAN 17 HOLD DOWN STRAP TO BEAM DETAIL NOTE: STRAPS NOT SHOWN FOR CLARITY BOTTOM TRACK A A SHEAR WALL MIN 2" WIDE 18GA FULLY TENSIONED X-STRAP ON ONE SIDE (GRADE 50 MIN). MIN 16 GAUGE GUSSET PLATES TO BE USED IF MIN EDGE DISTANCE AND SCREW SPACING CANNOT BE MAINTAINED. NOTE: SAME SCREW DETAIL WILL APPLY TO ALL THE JOINTS CLOUDED. TYP.SHEAR WALL(SW) WITH X BRACING 12 SCALE: N.T.S. MIN. 7# 10 SCREWS WITH STUDS AND 7#10 SCREWS WITH PLATE ON EACH END OF EACH STRAP. MIN. 7# 10 SCREWS WITH STUDS AND 7#10 SCREWS WITH PLATE ON EACH END OF EACH STRAP. STRAP CONNECTING TO ALTERNATE STUD WITH #10 SCREW SHEAR WALL B2B "C" STUDS STITCHED WITH 2 ROWS OF # 10 SCREWS @ 8" O.C NOTE: SAME SCREW DETAIL WILL APPLY TO ALL THE JOINTS CLOUDED. TYP.SHEAR WALL(SW1) WITH X BRACING 13 SCALE: N.T.S. MIN. 9# 10 SCREWS WITH STUDS AND 9#10 SCREWS WITH PLATE ON EACH END OF EACH STRAP. MIN. 9# 10 SCREWS WITH STUDS AND 9#10 SCREWS WITH PLATE ON EACH END OF EACH STRAP. STRAP CONNECTING TO ALTERNATE STUD WITH #10 SCREW MIN 2" WIDE 18GA FULLY TENSIONED X-STRAP ON BOTH SIDE (GRADE 50 MIN). MIN 16 GAUGE GUSSET PLATES TO BE USED IF MIN EDGE DISTANCE AND SCREW SPACING CANNOT BE MAINTAINED. SHEAR WALL B2B "C" STUDS STITCHED WITH 2 ROWS OF # 10 SCREWS @ 8" O.C NOTE: SAME SCREW DETAIL WILL APPLY TO ALL THE JOINTS CLOUDED. TYP.SHEAR WALL(SW2) WITH X BRACING 16 SCALE: N.T.S. MIN. 12# 10 SCREWS WITH STUDS AND 12#10 SCREWS WITH PLATE ON EACH END OF EACH STRAP. MIN. 12# 10 SCREWS WITH STUDS AND 12#10 SCREWS WITH PLATE ON EACH END OF EACH STRAP. MIN 6.5"/5" WIDE 18GA FULLY TENSIONED X-STRAP ON ONE SIDE (GRADE 50 MIN). MIN 16 GAUGE GUSSET PLATES TO BE USED IF MIN EDGE DISTANCE AND SCREW SPACING CANNOT BE MAINTAINED. STRAP CONNECTING TO ALTERNATE STUD WITH #10 SCREW SIMPSON S/HDU9 WITH SIMPSON SET EPOXY WITH MIN. 10" 7/16 EMBEDMENT INTO 2000PSI CONCRETE SIMPSON S/HDU6 WITH SIMPSON SET EPOXY WITH MIN. 9" 3/8 EMBEDMENT INTO 2000PSI CONCRETE SIMPSON HTT4 WITH SIMPSON SET EPOXY WITH MIN. 7" 3/16 EMBEDMENT INTO 2000PSI CONCRETE HOLDOWN SCHEDULE 12#14 SCREWS TO STUD 18#14 18#10 HOLDOWN AS PER PLAN (SEE HOLDOWN SCHEDULE) B2B WALL STUD ANCHOR BOLT (SEE HOLD-DOWN SCHEDULE FOR BOLT DIAMETER AND EMBEDMENT LENGTH) 14 TYP.HOLDOWN CONNECTION BOTTOM PLATE S-06 TYPICAL DETAILS-3 DRAWING TITLE: SHEET NO: ISSUE DATE DESCRIPTION SIGNATURE & STAMP : 257 w Lazy Acres Ln.Marion Utah 84063 HARWOOD HOMES GEORGIA LGS STUD FRAMING @ 16" O.C. TYPICAL FRAME TO FRAME CONNECTIONS ARE TO BE (2) #10 SELF- DRILLING SCREWS @ 4' O.C. AND AT TOP PLATE 18 TYP. CORNER WALL JUNCTION (2) # 10 SELF-DRILLING SCREWS @ 4' O.C. AND AT TOP PLATE WALL FRAME WALL FRAME TOP & BOTTOM TRACK PANEL STUD 19 TYP.WALL JUNCTION CONNECTION 23 TYP. WALL TO TRUSS CONNECTION 3 #10 S.D. SCREW THROUGH HOLE NON LOAD BEARING WALL TRUSS FIG: SCW3.25-KT (SIMPSON) 2 " CLEARANCE 2 #10 S.D. SCREW THROUGH SLOT 5 # 8 WAFER HEAD SCREWS PER LVL (10 TOTAL) TO ATTACH SIMPSON COIL STRAP CS16Z @ 2nd Studs ALL CORNERS (2) # 10 SCREW AT 24" O.C C-STUD AS PER PLAN 25 TYP.WALL TO UPPER WALL FRAMING CONNECTION C-STUD AS PER PLAN TOP OF STEEL BEAM (2) # 10 SCREW AT 12" O.C 20 TYP.WALL TO STEEL BEAM CONNECTION WALL PANEL 26 TYP: RIM TRACK CONNECTION DETAIL - B 16" x 16"-G22 135º COUNT TRIM ANGLE W/ # 10 SELF- DRILLING SCREW @ 12" HEIGHT INTERVAL ON BOTH SIDE, 16" x 16"-G22 135º COUNT TRIM ANGLE W/ # 10 SELF- DRILLING SCREW @ 12" HEIGHT INTERVAL ON BOTH SIDE, WALL PANEL WALL PANEL DETAIL - A TYPE - A TYPE - B WALL PANEL STRUCTURAL POST BLOCKING REQUIRED AT MIDPOINT 3/8" DIA x 3" (MIN) ANCHOR BOLT WITH WASHER ADD (2) #10 X 1/2" PAN PHILLIPS FOR COLUMN TO BASE TRACK 21 TYP.COLUMN CONNECTION (2) #10 SELF-DRILLING SCREW @ EACH INTERMEDIATE BLOCKING MEMBER & AT TOP PLATE. WALL PANEL TOP & BOTTOM TRACK PANEL STUDS BLOCKING @ MIDPOINT OF WALL PANEL OR @ THIRD POINTS. 22 TYP. WALL JUNCTION (3) # 8 x 1/2" PAN PHILLIPS SELF-DRILLING SCREWS TO EACH STUD. TOP TRACK 6" x 18 GA HORIZONTAL STRAPPING (SUPPORT FOR CABINETS AND CLOSET SHELVES ETC) 24 TYP.CABINET STRAPPING CONNECTION S-07 TYPICAL DETAILS-4 DRAWING TITLE: SHEET NO: ISSUE DATE DESCRIPTION SIGNATURE & STAMP : 257 w Lazy Acres Ln.Marion Utah 84063 HARWOOD HOMES GEORGIA 2" HAT TYPICAL TRUSS 27 TYP: STRONG BACK DEATIL 2" HAT 2" HAT LATERAL TRUSS BRACING w/ (2) #10 x 3/4" HEX EACH CONNECTION FOR TRUSS X-BRACING BOTH SIDES OF WEB w/ (4) #10 x 3/4" HEX EACH END LATERAL TRUSS BRACING w/ (2) #10 x 3/4" HEX EACH CONNECTION 3/8" A36 PLATE WELDED AT 2' o.c. OR AS NEEDED FOR FLOOR JOIST CONNECTION (4) #10 SELF DRILLING SCREWS PER CONNECTION 20TC20-43 6" LONG (MIN.) @ TRUSS TO GIRDER 28 TYP.FLOOR JOIST TO STEEL BEAM CONNECTION OPTION - 2 2 ROWS OF #10 SCREWS AT 8" O.C OPTION - 1 PLATE 18 GA 2 #10 SCREWS W-BEAM 2 ROWS OF #10 SCREWS AT 12" O.C TRUSS ANGLE PLATE 18 GA 2 #10 SCREWS LGS STUD WALL PER PLAN LGS STUD WALL PER PLAN GARAGE UPPER FLOOR WALL FRAMING DETAIL 29 ROOF TRUSS FLOOR SHEATHING FLOOR SHEATHING WF-BEAM DETAIL-A DETAIL-B ROOF TRUSS BLOCKING TRUSS BLOCKING TRUSS SUPPORT PANEL SUPPORT PANEL 2 #10 SCREWS @ 10" O.C. 2 #10 SCREWS @ 10" O.C. REFER TO DETAIL-35 (S-09) REFER TO DETAIL-35 (S-09) S-08 TYPICAL DETAILS-5 DRAWING TITLE: SHEET NO: ISSUE DATE DESCRIPTION SIGNATURE & STAMP : 257 w Lazy Acres Ln.Marion Utah 84063 HARWOOD HOMES GEORGIA NOTE: #10 SCREWS MINIMUM 6" SPLICE MEMBER WALL AS PER PLAN 30 TYP:WALL PANEL TOP PLATE SPLICING CONNECTION SCALE: 1:NTS TOP PLATE OF NON-LOAD BEARING WALL BELOW BOTTOM CHORD OF TRUSS NON-LOAD BEARING WALL ATTACHED TO TRUSS w/ 200CLA200-27 (AT 4'-0" O.C.) (2) #10x3/4" HEX SCREWS TO TOP PLATE AND (1) 150FRA150 32 TYP: TOP OF WALL CONNECTION TOP TRACK OF WALL BELOW 150FRA150-33 (4'-0" O.C.) ATTACHED AT EACH END TO TRUSS w/ (1) #10 x3/4" PAN HEAD SCREWS NON-LOAD BEARING WALL ATTACHED TO 150FRA150 ANGLE w/ 200CLA200-27 (2) #10x3/4" HEX SCREWS TO TOP PLATE AND (1) 150FRA150 BOTTOM CHORD OF TRUSS DETAIL - A DETAIL- A OPENING HEADER BOTTOM TRACK HEADER TOP TRACK 31 TYP: WALL OPENING HEADER DETAIL BOXED HEADER TO SECURED WITH TOP AND BOTTOM TRACK WITH #10 SCREWS @ 6" O.C AND ANGLE CLIPS ON ENDS TO JACK STUDS WITH (4) #10X 3/4" SCREWS 3/4" GAP (4) #10 SELF DRILLING SCREWS PER CONNECTION TRUSS WITH VERTICAL WEB AT BT LOCATION BLOCKING TRUSS TO WALL CONNECTION 35 3 #10 SCREWS WITH WALL 3/4" GAP 20TC20 6" LONG (MIN.) @ TRUSS TO GIRDER BLOCKING TRUSS AS PER MANUFACTURER'S SHOP DRAWINGS 3/4" PLYWOOD FLOOR SHEATHING WITH #10 SCREWS @ 6" EDGE 12" FIELD 34 TYP. WALL TO TRUSS CONNECTION 3 #10 S.D. SCREW THROUGH HOLE NON LOAD BEARING WALL 2 " CLEARANCE 2 #10 S.D. SCREW THROUGH SLOT FIG: SCW3.25-KT (SIMPSON) TRUSS SHAPE AS PER MANUFACTURER'S SHOP DRAWINGS 3/4" GAP (4) #10 SELF DRILLING SCREWS PER CONNECTION 20TC20 6" LONG (MIN.) @ TRUSS TO TRUSS TRUSS WITH VERTICAL WEB AT BT LOCATION TRUSS TO TRUSS CONNECTION 33 TRUSS S-09 TYPICAL DETAILS-5 DRAWING TITLE: SHEET NO: ISSUE DATE DESCRIPTION SIGNATURE & STAMP : 257 w Lazy Acres Ln.Marion Utah 84063 HARWOOD HOMES GEORGIA ATTACH (1) 4 x 4 x 33 MIL COUPLING PLATE TO EACH VERTICAL WEB w/ (4) #10 HEX HEADS PER TRUSS. (PLACE @ BOTTOM OF WEB LEAVING CLEARANCE FOR MONO JACK CONNECTION.) SECTION A-A A A MULTI-PLY TRUSS CONNECTION MULTI-PLY CLIP PLACEMENT 36 SIMPSON STRONG-TIE ® RCA223/54 W/ (3) #10-16 SCREWS (PATTERN 3A) EACH LEG JOIST 39 TYP:WALL & JOIST CONNECTION WALL 38 TYP:BRACING CONNECTION LTB20 (SIMPSON) LTB20 (SIMPSON) W/(2) #10 SCREW EACH SIDE 37 TYP: PURLIN TO TRUSS CONNECTION DETAIL SCALE: 1:NTS 2#10 HEX SD SCREWS WITH 1/2" WASHER AT EVERY JUNCTION OF PANEL WITH TRUSS S-10 BUILDING-B TYPICAL DETAILS-7 DRAWING TITLE: SHEET NO: ISSUE DATE DESCRIPTION SIGNATURE & STAMP : 257 w Lazy Acres Ln.Marion Utah 84063 HARWOOD HOMES GEORGIA 2 ROWS OF # 10 SCREWS @ 12" O.C SECURING DRAG TRUSS WITH SHEAR WALL DET-41 A SHEAR WALL DRAG TRUSS WALL 40 DRAG TRUSS TO SHEAR WALL CONNECTION 4 # 10 SCREWS A DET-41 TRUSS DRAG TRUSS WALL 3 # 10 SCREWS FOR BT TO TRUSS 41 DRAG TRUSS TO WALL CONNECTION 3 # 10 SCREWS FOR BT TO DRAG TRUSS DRAG TRUSS TRUSS TRUSS WALL BLOCKING TRUSS 3 # 10 SCREWS FOR BT TO TRUSS 3 # 10 SCREWS FOR BT TO DRAG TRUSS 4 # 10 SCREWS S-11 BUILDING-B TYPICAL DETAILS-8 DRAWING TITLE: SHEET NO: ISSUE DATE DESCRIPTION SIGNATURE & STAMP : 257 w Lazy Acres Ln.Marion Utah 84063 HARWOOD HOMES GEORGIA CL CL 3-3/4"Ø A325@ 3" COLUMN PLATE BOTH SIDES (TYPICAL) COLUMN 3-3/4"Ø A325@