CONSTRUCTION DOCUMENTS FOR

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1 CONSTRUCTION OCUMENTS FOR ARCHITECT STRUCTURAL ENGINEER 67 PURTIS CREEK LANE TELEPHONE (52) BUILER CONSTRUCTION OCUMENTS RAWING INEX: GENERAL RAWINGS COVER COVER SHEET NOTES GENERAL NOTES FASTENER FASTENER SPECIFICATION CONCRE CONCRETE GENERAL NOTES ARCHITECTURAL RAWINGS A0 FLOOR PLAN STRUCTURAL RAWINGS S0 FIRST FLOOR WALLS AN JOISTS S02 SECON FLOOR JOISTS S0 ROOF S04 FOUNATION S05 FOUNATION ETAILS S06 BRACE WALL PLAN S07 FRAMING AN BRACE WALL ETAILS X COVER SHEET //207 WG FILE: ATE: SCALE: RAWN BY: APPROVE BY: SHEET: 8/26/207 NONE XX.WG COVER

2 COORINATION CAST IN PLACE CONCRETE ABBREVIATIONS. THE ETAILS ESIGNATE AS "GENERIC" ETAILS APPLY GENERALLY TO THE RAWINGS IN ALL AREAS WHERE CONTIONS ARE SIMILAR TO THOSE ESCRIBE IN THE ETAILS. 2. THE ESIGN AN PROVISION OF ALL TEMPORARY SUPPORTS SUCH AS GUYS, BRACES, FALSEWORK, SUPPORTS AN ANCHORS FOR SAFETY LINES, CRIBBING OR OTHER TEMPORARY ELEMENTS REQUIRE FOR THE EXECUTION OF THE CONTRACT ARE NOT INCLUE IN THESE RAWINGS AN SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. TEMPORARY SUPPORTS SHALL NOT RESULT IN THE OVERSTRESS OR AMAGE OF THE ELEMENTS TO BE BRACE NOR ANY ELEMENTS USE AS BRACE SUPPORTS. COES. BUILING COE: 202 INTERNATIONAL BUILING COE AN 205 INTERNATIONAL RESIENTIAL COE 2. STRUCTURAL CONCRETE: BUILING COE REQUIREMENTS FOR REINFORCE CONCRETE, AMERICAN CONCRETE INSTITUTE ACI STURCTURAL STEEL: STEEL CONSTRUCTION MANUAL, AMERICAN INSTITUTE OF STEEL CONSTRUCTION, THIRTEENTH EITION, AS ESIGN LOAS. LIVE LOAS: A. WIN LATERAL LOAS ON THE STRUCTURAL FRAME ARE BASE ON ASCE 7-0, AN INCLUE THE FOLLOWING: BASIC WIN SPEE MPH EXPOSURE... B IMPORTANCE FACTOR B. STANAR LIVE LOA FROM ASCE 7-0 UNINHABITABLE ATTICS W/O STORAGE... 0 PSF UNINHABITALBE ATTICS W/ STORAGE PSF HABITABLE ATTICS & SLEEPING AREAS... 0 PSF ALL OTHER AREAS EXCEPT STAIRS AN BALCONIES PSF 2. EA LOAS INCLUE THE SELF WEIGHT OF THE STRUCTURAL ELEMENTS.. SEISMIC ESIGN PARAMETERS - SEISMIC LATERAL LOA ON THE STRUCTURAL FRAME IS BASE ON THE FOLLOWING: A. IMPORTANCE FACTOR, IE B. OCCUPANCY CATEGORY... II C. MAPPE SPECTRAL RESPONSE ACCELERATIONS SS %g S.... %g. SITE CLASS... E. SPERCTRAL RESPONSE COEFFICIENTS SS %g S %g F. SEISMIC ESIGN CATEGORY... A G. SEISMIC FORCE RESISTING SYSTEM.. Light framed walls with shear panels H. RESPONSE MOIFICATION FACTOR, R 2 2 I. SEISMIC RESPONSE COEFFICIENT, Cs 2.2 %g J. ANALYSIS PROCEURE EQUIVALENT LATERAL FORCE ANALYSIS HEAER BEAMS. HEAER BEAMS MAY USE EITHER CONSTRUCTION METHO SHOWN AS A ETAIL ON SHEET S. 2. HEAERS SHALL BE PLACE OVER EACH WINOW AN OOR OPENING AN SHALL BE SUPPORTE BY A SINGLE TRIMMER MEMBER ON EACH SIE OF OPENING.. HEAER BEAMS ARE NOT SHOWN ON RAWINGS BY ARE LISTE IN THE "HEAER BEAM SCHEULE ON THIS SHEET. HEAERS ARE LISTE BY OPENING SIZE. 4. IF THE FILLER OPTION IS CHOSEN THE FILLER SHALL BE WITHIN 4" OF ALL EGES OF THE HEAER BEAM.. CAST IN PLACE CONCRETE SHALL MEET THE FOLLWOING REQUIREMENTS: SLAB CLASS 28 AY AGGREGATE SLUMP USE STRENGTH TYPE SIZE A 4,000 PSI C 4" MAX 4" - FLOOR CLASS A STANAR WEIGHT STRUCTURAL CONCRETE (~50 PCF) 2. CONCRETE MAY HAVE UP TO 20% FLY ASH REPLACEMENT OF PORTLAN CEMENT BY WEIGHT. FLAY ASH SHALL BE ASTM 68 TYPE "C" OR "F".. PROVIE 4 2 % ± 2% OF ENTRAINE AIR IN CONCRETE PERMANANENTLY EXPOSE TO THE WEATHER AN ELSEWHERE AT THE CONTRACTOR'S OPTION. 4. SUMITTAL; SUBMIT PROPOSE MIX ESIGNS IN ACCORANCE WITH ACI 0, CHAPTER.9 EACH PROPOSE MIX ESIGN SHALL BE ACCOMPANIE BY A RECOR OF THE PAST PERFORMANCE BASE ON AT LEAST 0 CONSECUTIVE STRENGTH TESTS, OR BY THREE LABORATORY TRIAL MIXTURES WITH CONFIRMATION TESTS. CONCRETE REINFORCEMENT. REINFORCING STEEL SHALL BE EFORME NEW BILLET STEEL BARS IN ACCORANCE WITH ASTM A65 GRAE 60 U.N.O. 2. WELING OF REINFORCING STEEL WILL NOT BE PERMITTE.. HEAT SHALL NOT BE USE IN THE FABRICATION OR INSTALLATION OF REINFORCEMENT. 4. REINFORCING STEEL CLEAR COVER SHALL BE " AT SIES & BOTTOM OF RILLE PIERS AN 2" AT THE TOP OF THE PIER. STRUCTURAL STEEL. MATERIAL SPECIFICATIONS; A. STRUCTURAL STEEL WIE FLANGE SHAPES SHALL CONFORM TO ASTM 992 OR ASTM A6 WHERE NOTE. B. PLATES ANGLES, CHANNELS, AN S-SHAPES SHALL CONFORM TO ASTM A6/A (UAL GRAE) C. STEEL PIPE SHALL CONFORM TO ASTM A5 GRAE B, Fy = 5 KSI. RECTANGULAR STEEL TUBING SHALL CONFORM TO ASTM A500 GRAE B Fy=46 KSI E. ROUN STEEL TUBE SHALL CONFORM TO ASTM A500 GRAE B Fy = 42 KSI 2. COLUMN BASE PLATES SHALL BE GROUTE WITH PREMIXE CEMENTITIOUS COMPOUN CONTAINING NON-METTALIC AGGREGATE AN CAPABLE OF EVELOPING A MINIMUM COMPRESSIVE STRENGTH OF 5,000 PSI IN 28 AYS. GROUT SHALL CONFRM TO ASTM C07, GRAE "B" WHEN TESTE AT A FLUI CONSISTENCY. THE FOLLOWING PROUCTS ARE ACCEPTABLE: A. "EUCO NS" EUCLI CHEMICAL COMPANY B. "MASTERFLOW 7 PLUS" BY BASF CONSTRUCTION CHEMICALS. SPLICING OF STRUCTURAL STEEL MEMBERS IS PROHIBITE WITHOUT PRIOR APPROVAL OF THE ENGINEER AS TO THE LOCATION AN TYPE OF SPLICE TO BE MAE. ANY MEMBER HAVING A SPLICE NOT SHOWN AN ETAILE ON SHOP RAWINGS WILL BE REJECTE. 4. SHOP PAINTING: NO PAINT REQUIRE. STRUCTURAL STEEL CONNECTIONS BM. BTM BTWN BOM BOS CL CJP CONT. CONV. CLR ET IA IAG N WG EA EQ EW EL FS FV GALV GNRL GRTG HORIZ HS HSS IP KB L LLBB LLH LLO LLV LOCS LSH LSV MAX MECH'L MFG MIN N N/A NOM NO NS NTS OC OH OVS PJP PL REQ' BEAM BOTTOM BETWEEN BILL OF MATERIALS BOTTOM OF STEEL CENTER LINE COMPLETE JOINT PENETRATION (GROOVE WEL) CONTINUOUS, CONTINUE CONVEYOR CLEAR ETAIL IAMETER IAGONAL OWN RAWING EACH EQUAL EACH WAY ELEVATION FAR SIE FIEL VERIFY GALVANIZE() GENERAL GRATING HORIZONTAL HEAE STU HOLLOW STRUCTURAL STEEL IN PLACE KNEE BRACE ANGLE LONG LEG BACK TO BACK LONG LEG HORIZONTAL LONG LEG OUTSTANING LONG LEG VERTICAL LOCATIONS LONG SIE HORIZONTAL LONG SIE VERTICAL MAXIMUM MECHANICAL MANUFACTURER MINIMUM NEW NOT APPLICABLE NOMINAL NUMBER NEAR SIE / NON-SHRINK NOT TO SCALE ON CENTER OPPOSITE HAN OVERSIZE PARTIAL JOINT PENETRATION (GROOVE WEL) PLATE REQUIRE JOISTS. ALL FLOOR JOISTS ARE REQUIRE TO EITHER HAVE AN EGE BAN OR BLOCKING INSTALLE BETWEEN EACH JOIST. ALONG THE PERIMETER WALLS. 2. FLOOR JOISTS GREATER THAN 6' ARE TO HAVE, ATA MINIMUM, BLOCKING INSTALLE NEAR THE CENTER OF THE JOIST. STAIRS. STAIR STRINGERS ARE TO BE ATTACHE TO WALL SECTIONS WHERE THEY CROSS STUS. 2. IT IS ACCEPTABLE TO ATTACH AN INTERMEIATE PLY TO WALL STUS AN FASTEN STAIR STRINGER TO INTERMEIATE PLY.. THE STAIR STRINGER IS TO BE ATTACHE TO SUPPORTING STRUCTURE USING 0d COMMON NAILS OR EQUIVALENT. WHERE POSSIBLE TWO (2) FASTENERS ARE TO BE INSTALLE ROUGHLY EQUALLY SPACE AN NO CLOSER THAN 2" FROM THE FREE EGE OF THE STRINGER. 4. STAIR HEAER IS TO BE ATTACHE WITH FOUR (4) 0d OR EQUIVALENT FASTENERS, EQUALLY SPACE AN NO CLOSER THAN 2" FROM THE FREE EGE IN EACH STRINGER BAY. ROOF. ALL RAFTERS ARE TO BE FASTENE TO THE COMPANION JOIST OR THE JOIST IS TO BE E AT THE INTERIOR AN EXTERIOR WALLS. 2. IF THE JOIST AN RAFTER ARE NOT CONNECTE BLOCKING SHALL BE INSTALLE TO PREVENT ROTATION OF THE JOIST OR RAFTER.. ROOF ECKING IS TO BE FASTENE IN COMPLIANCE WITH IBC 202 REQUIREMENTS AN IS TO USE PLYWOO CLIPS BETWEEN ECKING SHEETS INSTALLE PER MANUFACTURER'S RECOMMENATION. 4. ALL RAFTERS ARE TO BE CONNECTE TO THE TOP PLATE USING SIMPSON H2.5T.. WELING SHALL CONFORM TO ANSI/AWS. LATEST EITION. 2. BOLTS SHALL CONFORM TO ASTM A25. BOLTS SHALL BE ESIGNE USING VALUES FOR BEARING TYPE CONNECTIONS WITH THREAS ALLOWE IN THE SHEAR PLANE.. ANCHOR BOLTS SHALL BE: ASTM F554 GR BOLTS SHALL BE "SNUG TIGHT", U.N.O. 5. SHORT SLOTTE HOLES SHALL BE PERMITTE. PROVIE HARENE WASHERS ARE INSTALLE IN ACCORANCE WITH AISC REQUIREMENTS. 6. FILLET WEL WITH NO SIZE SPECIFIE SHALL BE 6 " OR MINIMUM SIZE REQUIRE BY AISC, WHICHEVER IS LARGER. MATERIAL MINIMUM THICKNESS FILLET WEL UP TO 2" OVER 2" TO 4" 4" OVER 4" 5 SCH SIM SLBB SLO STIFF SUPT THR T&B TO TOC TOP TOS TOSC TYP UNO VERT VB WF WP WW 2L SCHEULE SIMILAR SHORT LEG BACK TO BACK SHORT LEG OUTSTANING STIFFENER SUPPORT THREAE TOP AN BOTTOM TOP OF... TOP OF CENTER TOP OF PIPE TOP OF STEEL TOP OF STRUCTURAL CONCRETE TYPICAL UNLESS NOTE OTHERWISE VERTICAL VERTICAL BRACE WIE FLANGE WORKING POINT WATER WALL OUBLE ANGLE GENERAL NOTES //207 WG FILE: ATE: SCALE: RAWN BY: APPROVE BY: SHEET: 8/26/207 NONE.WG NOTES

3 FASTENER SCHEULE CONNECTION FASTENING a,m LOCATION. JOIST SILL OR GIRER - 8d COMMON (2 2" X 0.") - " X 0." NAILS - " 4 GAUGE STAPLES 2. BRIGING TO JOIST 2-8d COMMON (2 2" X 0.") 2 - " X 0." NAILS 2 - " 4 GAUGE STAPLES. "X SUBFLOOR OR LESS TO EACH JOIST 4. WIER THAN "X SUBFLOOR TO EACH JOIST 5. 2" SUBFLOOR TO JOIST OR GIRER 6A.SOLE PLATE TO JOIST OR BLOCKING 6B. SOLE PLATE TO JOIST OR BLOCKING AT BRACE WALL PANEL EACH EN 2-8d COMMON (2 2" X 0.") - 8d COMMON (2 2" X 0.") 2-6d COMMON ( 2" X 0.62") BLIN AN 6d ( 2"X O.C. "X 0." 8" O.C. "4 GAUGE 2"O.C. -6d( 2"X O.C. 4-"X 0." O.C. 4-" 4 GAUGE STAPLES 7. TOP PLATE TO STU 2-6d COMMON( 2"X 0.62") -"X 0." NAILS -" 4 GAUGE STAPLES 8A. STU TO SOLE PLATE 4-8d COMMON (2 2"X 0.") 4-"X 0." NAILS -" 4 GAUGE STAPLES 8B. STU TO SOLE PLATE 2-6d COMMON ( 2"X 0.62") -"X 0." NAILS -" 4 GAUGE STAPLES 9. OUBLE STUS 6d ( 2"X 24" O.C. "X 0." O.C. " 4 GAUGE 8"O.C. 0A. OUBLE TOP PLATES 6d ( 2"X O.C. "X 0." O.C. " 4 GAUGE 2"O.C. 0B. OUBLE TOP PLATES 8-6d COMMON ( 2"X 0.62") 2-"X 0." NAILS 2-" 4 GAUGE STAPLES. BLOCKING BETWEEN JOIST OR RAFTERS TO TOP PLATE -8d COMMON (2 2"X 0.") -"X 0." NAILS -" 4 GAUGE STAPLES 2. RIM JOIST TO TOP PLATE 8d (2 2"X O.C. "X 0." O.C. " 4 GAUGE TOP PLATES, LAPS AN INTERSECTIONS 4. CONTINUOUS HEAER, TWO PIECES 2-6d COMMON ( 2"X 0.62") -"X 0." NAILS -" 4 GAUGE STAPLES 6d COMMON ( 2"X 0.62") 5. CEILING JOISTS TO PLATE - 8d COMMON (2 2"X 0.") 5- " X 0." NAILS 5- " 4 GAUGE STAPLES TYPICAL BRACE WALL PANELS EN NAIL EN NAIL TYPICAL LAP SPLICE O.C. ALONG EGE 6. CONTINUOUS HEAER TO STU 4-8d COMMON (2 2"X0.") FASTENER SCHEULE CONNECTION FASTENING a,m LOCATION A. WOO STRUCTURAL PANELS AN PARTICLEBOAR; SUBFLOOR ROOF AN WALL SHEATHING TO FRAMING B. SINGLE FLOOR (COMBINATION SUBFLOOR-UNERLAYMENT TO FRAMING) 2" AN LESS 6d c,l 2 8 " X 0." NAILn 4" 6 GAUGE STAPLE o 9 2 " TO 4" 8d OR 6d e 2 8 " X 0." NAILp 2" 6 GAUGE STAPLE p 7 8 " TO " 8d c 8 " TO 4" 0d d OR 8d e 4" AN LESS 6d e 7 8 " TO " 8d e 8 " TO 4" 0d d OR 8d e 2. PANEL SIING TO FRAMING 2 " OR LESS 6d f 5 8 " 8d f. FIBERBOAR SHEATHING 2 " No. GAUGE ROOFING NAIL h 4. INTERIOR PANELS 4 " 4d j 6d COMMON NAIL (2"X 0.") No. 6 GAUGE STAPLES i 25 2 " No. GAUGE ROOFING NAIL h 8d COMMON NAIL (2 2"X0.") No. 6 GAUGE STAPLES i 8 " 6d k a. Common or box nails are permitted to be used except where otherwise stated. b. Nails spaced at 6 inches on center at edges, 2 inches at intermediate supports except 6 inches at supports where spans are 48 inches or more. For nailing wood structural panel and particleboard diaphrams and shear walls refer to IBC section 205. Nails for wall sheathing are permitted to be common, box or casing. c. Common or deformed shank (6d " x 0.", 8d 2 2" x 0.", 0d " x 0.48"). d. Common (6d " x 0.", 8d 2 2 " x 0.", 0d " x 0.48"). e. eformed shank (6d " x 0.", 8d 2 2" x 0.", 0d " x 0.48"). f. Corrosion resistant (6d 7 8 " x 0.0, 8d 2 8 " x 0.28") or casing (6d 2" x 0.099", 8d 2 2" x 0.") nail. g. Fasteners spaced inches on center at exterior edges and on center at intermediate supports, when used as structural sheathing. Spacing shall be 6 inches on center on the edges and 2 inches on center at intermediate supports for nonstructural applications. h. Corrosion resistant roofing nails with 6 7 2" length for 2" sheathing and 4" length for 25 2 " sheathing. i. Corrosion resistant staples with nominal 6 7 4" length for 2" sheathing and 2" length for 25 2 " sheathing. j. Casing ( 2" x 0.080") or finish ( 2" x 0.072") nails spaced 6 inches on panel edges, 2 inches at intermediate supports. k. Panel supports at 24 inches. Casing or finish nails spaced 6 inches on panel edges, 2 inches at intermediate supports. l. For roof sheathing applications, 8d nails (2 2" x 0.") are the minimum required for wood structural panels. m. Staples shall have a minimum crown width of 7 6 ". n. For roof sheathing applications, fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. o. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports for subfloor and wall sheathing and inches on center at edges, 6 inches at intermediate supports for roof sheathing. p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. HEAER BEAM SCHEULE OPENING SIZE HEAER EPTH (in.) PLYS '-0" 4 2 '-8" 6 2 2'-0" 6 2 2'-4" 8 2 2' '-8" 0 2 '-0" 0 2 4'-0" 2 2 4' '-0" 2 2 HANGER SCHEULE LOCATION SIMPSON PN QUANTITY H SUL20 H2 LU20 0 H U T 4 H4 ABU44Z (POST BASE) H5 ACE-4 ( SET) H6 HUC22-2 H7 LU28 8 H8 LU26 LU24 7 NOTE: ALL CEILING AN FLOOR JOISTS ALONG THE EXTERIOR WALL ARE REQUIRE TO BE BRACE USING ONE () SIMPSON H2.5T PER JOIST. 7. CEILING JOIST LAPS OVER PARTITIONS 8. CEILING JOISTS TO PARALLEL RAFTERS - 6d COMMON ( 2"X 0.62") MINIMUM 4- "X 0." NAILS 4- " 4 GAUGE STAPLES - 6d COMMON ( 2"X 0.62") MINIMUM 4- "X 0." NAILS 4- " 4 GAUGE STAPLES 9. RAFTERS TO PLATE - 8d COMMON (2 2"X 0.") - "X 0." NAILS - " 4 GAUGE STAPLES 20. " IAGONAL BRACE TO EACH STU AN PLATE 2. " X 8" SHEATHING TO EACH BEARING 2-8d COMMON (2 2"X 0.") - "X 0." NAILS - " 4 GAUGE STAPLES - 8d COMMON (2 2" X 0.") 22. WIER THAN " X 8" SHEATHING TO EACH BEARING - 8d COMMON (2 2" X 0.") 2. BUILT UP CORNER STUS 6d COMMON( 2"X0.62") "X0." NAILS " 4 GAUGE STAPLES 24A. BUILT-UP GIRER AN BEAMS 20d COMMON (4" X 2"O.C. " X 0." 24" O.C. " 4 GAUGE 24"O.C. 24B. BUILT-UP GIRER AN BEAMS 2-20d COMMON ( 2" X 0.92") - " X 0." NAILS - " 4 GAUGE STAPLES 24" O.C. O.C. O.C. AT TOP AN BOTTOM STAGGERE ON OPPOSITE SIES AT ENS AN AT EACH SPLICE 25. 2" PLANKS 6d COMMON ( 2"X0.62") AT EACH BEARING 26. COLLAR TIE TO RAFTER -0d COMMON ("X0.48") 4-"X0." NAILS 4-" 4 GAUGE STAPLES 27A. JACK RAFTER TO HIP -0d COMMON("X0.48") 4-"X0." NAILS 4-" 4 GAUGE STAPLES 27B. JACK RAFTER TO HIP 2-6d COMMON ( 2"X0.62") -"X0." NAILS -" 4 GAUGE STAPLES 28A. ROOF RAFTER TO 2X RIGE BOAR 28B. ROOF RAFTER TO 2X RIGE BOAR 2-6d COMMON ( 2"X0.62") -"X0." NAILS -" 4 GAUGE STAPLES 2-6d COMMON ( 2"X0.62") -"X0." NAILS -" 4 GAUGE STAPLES 29. JOIST TO BAN JOIST -6d COMMON ( 2"X0.62") 4-"X0." NAILS 4-" 4 GAUGE STAPLES 0. LEGER STRIP -6d COMMON ( 2"X 0.62") 4 - "X 0." NAILS 4 - " 4 GAUGE STAPLES AT EACH JOIST FASTENER SPECIFICATIONS //207 WG FILE: ATE: SCALE: RAWN BY: APPROVE BY: SHEET: 8/26/207 NONE t.wg FASTENER

4 80 90 BAR ESIGNATION INSIE BEN IAMETER '' 90 HOOK 'A' OR 'G' 'A' OR 'G' 80 HOOK 'J' # " 7" 4" #4 " 8" 7" 5" #5 4" 0" 8" #6 5" 2" 9" 7" #7 4" 0" 8" #8 " 8" #9 9" 8" 5" " #0 0" 20" 7" 2" # " 25" 22" 7" #4 7" " 27" 2" #8 22" 40" 4" 27" STANAR EN HOOKS BASIC LAP SPLICE LENGTHS ( d) BAR ESIGNATION COMPRESSION (ALL BARS) TOP BARS CLASS 'A' TENSION CLASS 'B' CLASS 'C' # 2" " #4 2" 7" #5 5" 2" #6 8" 25" #7 2" 2" #8 0" 42" #9 8" 5" 90 BAR ESIGNATION # #4 46 #6 & > INSIE BEN IAMETER '' 45 (TO BE USE ONLY WHEN SPECIFICALLY ETAILE) 90 HOOK 'A' OR 'G' 4" 4" STANAR HOOK 'A' OR 'G' STANAR STIRRUP & TIE HOOKS " 5 5 HOOK 'H'(APPROX) 4" ". 2. #0 48" 67" # 59" 8" FACTORS MUST BE APPLIE TO THE BASIC EVELOPMENT LENGTH, d, AS TABULATE ABOVE FOR FOLLOWING SPECIAL CONITIONS OF USE: (a) STRUCTURAL LOW-ENSITY CONCRETE - MULTIPLY BY. (b) STRUCTURAL SEMI-LOW-ENSITY CONCRETE - MULTIPLY BY.8 (c) TOP (HORIZONTAL) BARS WITH MORE THAN 2" EPTH OF CONCRETE CAST BELOW THEM - MULTIPLY BY.4 (d) BARS SPACE c/c OR MORE - MULTIPLY BY 0.8 (e) EXCESS AREA OF STEEL - MULTIPLY BY THE RATIO OF THE AREA A S REQUIRE/A PROVIE S AFTER MULTIPLICATION BY ALL APPLICABLE FACTORS, THE STRAIGHT BAR EVELOPMENT LENGTH, d, SHALL NOT BE TAKEN AS LESS THAN 2" CONCRETE GENERAL NOTES //207 WG FILE: ATE: SCALE: RAWN BY: APPROVE BY: SHEET: 8/26/207 NONE.WG CONCRETE

5 24' " " 5' 9'- 5 8 " " 9'- 7 8 " 0'-4" 7'- 7 8 " 7'- 8 " '-2" '-2" 5'-6 2 " 6'-4" 5' '- 5'-4" 7' 0'-4" 5' '- 7 8 " 5' '-2" 4' " 9' 7'-2 2 " '-0" '-4" 2'-8" 5' '- '-2" 29'-2" 2 '-2" '-8" 29'-2" 5' " '-2" 2'- 5' " 2'-4" '-0" 4'-0" 4'-4" 9' 2'-" 4' '-2" 4'-4" 0" '-7 7 " '-2" '-2" 8 '- 7 " '- 9' 8 27' " SECON FLOOR PLAN VIEW FIRST FLOOR PLAN VIEW FLOOR PLAN 8/26/207 WG FILE: ATE: SCALE: RAWN BY: APPROVE BY: SHEET: 8/26/207 /8" = '.WG A0

6 2 " 4'-4" 2 " 4'-" '-2" "h"+ "h" "h" -" B5 6 O.C. 9'- 5 8 " '-2 2 " '-4" '-4" 4" 7 6 " H7 H7 H7 H7 H7 H7 H7 H7 H7 H7 H7 2x6 LEGER BOAR H7 H7 H7 H7 H7 H7 H7 HEAER OPTION ETAILS " = '-0" SEE HEAER SCHEULE ON THE FASTENER SPECIFICATION SHEET 7 6 " STAIR LANING ETAILS 4" = '-0" 4 6 " 2'-6 2 " '-4 4 " 5'-7 8 " 6 O.C. '-2" '-4 4 " 6 O.C. 0" 5'-6 8 " '-0 2 " B4 6 O.C. 2'-2" 7 6 " 7 4 " 4' 2'-2 8 " 4' -0 6 " 2'-4" 6 O.C. 6 O.C. 4' 7 6 " 2'-" 4'- H H2 H2 H2 H2 H2 H2 H2 6 O.C. '-0 2 " B H H H H FLOOR JOIST LAYOUT FIRST FLOOR 2 " = ' 0" 9'-4" 6 O.C. 9' " B2 H2 H2 B H2 H6 H4H5 4'-0 8 " BEAM SCHEULE CALLOUT THICKNESS (in.) EPTH (in.) PLYS SPACER (in.) B 2 2 NONE B '-0 /2" B NONE B4 2 2 NONE B '-0 /2" STAIR STRINGER ETAILS 4" = '-0" NOTES: ALL LUMBER IS TO BE COMMOITY GRAE OR BETTER. FIRST FLOOR WALLS AN JOISTS //207 WG FILE: ATE: SCALE: RAWN BY: APPROVE BY: SHEET: 8/26/207 /2"=' 0".WG S0

7 NOTES: ALL LUMBER IS TO BE COMMOITY GRAE OR BETTER. ' " 6 O.C. 6 O.C. 4'-" 6 O.C " 6 O.C. 0'-0" H8 6 O.C. 6 O.C. 6 O.C. 2'- 7 8 " 7'-4" CEILING JOIST LAYOUT SECON FLOOR 2 " = '-0" SECON FLOOR JOISTS 8/26/207 WG FILE: ATE: SCALE: RAWN BY: APPROVE BY: SHEET: 8/26/207 /2"=' 0".WG S02

8 6 O.C. NOTES:. ALL LUMBER IS TO BE COMMOITY GRAE OR BETTER. 2. ALL RAFTERS ARE TO BE ATTACHE IN COMPLIANCE WITH IBC 202 REQUIREMENTS.. RIGE BOAR IS TO HAVE A MINIMUM OF A 2X4 BRACE EXTENING TO THE WALL TOP PLATE ON EACH EN AN AITIONAL BRACES AT A SPACING NO GREATER THAN 0'. 4. ANY REQUIRE SPLICES IN RIGE BOAR REQUIRE A LAP SPLICE EXTENING A MINIMUM OF PAST BOTH SIES OF THE SPLICE LOCATION. SPLICES REQUIRE A MINIMUM OF () 0d COMMON FASTENERS ON EITHER SIE OF SPLICE. 5. HIP RAFTER IS TO BE BRACE AT THE JUNCTION OF THE HIP TO THE COMMON RAFTER AN NO MORE THAN 0' BETWEEN BRACE POINTS. 6. ECKING IS TO BE 5 8 " THICK AN SHALL HAVE PLYWOO CLIPS INSTALLE BETWEEN SHEETS OF ECKING PER THE MANUFACTURER'S RECOMMENATION. 7. FASTENING OF THE ROOF ECKING IS TO COMPLY WITH IRC 205 REQUIREMENTS. 8/2 SLOPE 2x8 HIP RAFTER 9'- 5 8 " 8/2 SLOPE 8/2 SLOPE 6 O.C. 2x8 RIGE BOAR 6 O.C. 8/2 SLOPE 2x4 LEGER BOAR /2 SLOPE 6 O.C. 6 O.C. - 4 " ROOF LAYOUT 2 " = ' 0" ROOF 8/26/207 WG FILE: ATE: SCALE: RAWN BY: APPROVE BY: SHEET: 8/26/207 /2"=' 0".WG S0

9 24' " 5" '- 2" Min. CLR Cover 7" max 2 " ' '- 9'- 5 8 " 2" BELOW HOUSE ELEVATION 2" BELOW HOUSE ELEVATION " Min. CLR Cover Min. CLR Cover Both Sides ' SEE LAYOUT Perimeter Beam Section SCALE: 2"=' '- 4' " 5" 4' " 6'- 5 8 " 2 " Min. CLR Cover Both Sides 7" max ' " 29'-2" Min. CLR Cover SEE LAYOUT 2 Interior Beam Section SCALE 2" = ' 2" BELOW SLAB ELEVATION 5 4 " '- '- NOTES:. ALL BEAMS ARE TO HAVE TWO (2) #5 T & B. 2. SLAB ECK IS TO HAVE 6 X 6 W4 OR 8" O.C. BOTH WAYS. BRICK LUG, PORCH, AN GARAGE ELEVATIONS ARE TO BE 2" BELOW HOUSE SLAB ELEVATION. 4. ALL CORNERS ARE TO BE TIE WITH #5 BARS AS SHOWN ON SHEET S STIRRUPS ARE TO BE # 0" O.C. 6. REINFORCING STEEL SHALL BE EFORME NEW BILLET STEEL BARS IN ACCORANCE WITH ASTM A65 GRAE 60 U.N.O. 7. WELING OF REINFORCING STEEL IS NOT BE PERMITTE. 8. HEAT SHALL NOT BE USE IN THE FABRICATION OR INSTALLATION OF REINFORCEMENT. 9. ANCHOR BOLTS ARE MAY BE INSTALLE URING PLACEMENT OF CONCRETE OR WEGE ANCHORS MAY BE USE AFTER CONCRETE HAS AEQUATELY CURE. 0. IF WEGE ANCHORS ARE USE THEY SHALL BE 5 8 " IAMETER X 7 2" LONG WITH A WASHER BETWEEN THE NUT AN SILL PLATE. THE MINIMUM EMBEMENT IS 5".. IF PLACE ANCHOR BOLTS ARE USE THEY ARE TO MEET THE REQUIREMENTS SHOWN ON SHEET S05. '- '- 2" BELOW HOUSE ELEVATION ' '- 4' '-2" '- '-2" 2" BELOW SLAB ELEVATION 24' " FOUNATION LAYOUT FOUNATION 8/26/207 WG FILE: ATE: SCALE: RAWN BY: APPROVE BY: SHEET: 8/26/207 AS NOTE.WG S04

10 Place st # bar 2" from corner Place st # bar 2" from corner # Saddles on 0" spacing on all beams # Saddles on 0" spacing on all beams #5 Corner bar top and bottom all outside corners NOTE: Bar overlaps are to be a length equal to 0 bar diameters. # stirrup at the end of each beam. Only one beam shown with stirrup for clarity. NOTE: Bar overlaps are to be a length equal to 0 bar diameters. # stirrup at the end of each beam. Only one beam shown with stirrup for clarity. #5 Corner bar top and bottom on outside bars both sides TYPICAL EXTERIOR CORNER BARS SCALE " = ' # Saddles on 24" spacing on all perimeter beams TYPICAL EXTERIOR BEAM INTERSECTION SCALE " = " 4" 5 8 " " clear of concrete NOTES:. ANCHORS ARE TO BE 5 8 " IAMETER. 2. ALL EXTERIOR ANCHOR BOLTS ARE TO HAVE A MAXIMUM SPACING OF 6' AN BE NO NEARER THAN 4" TO THE FREE EGE OF THE CONCRETE.. THERE IS TO BE A MINIMUM OF 2 BOLTS PER PLATE SEGMENT WITH THE FOLLOWING CLARIFICATIONS:.. AN ANCHOR IS TO BE LOCATE BETWEEN 4 4" AN 2"FROM THE PLATE EN..2. PLATE SEGMENTS GREATER THAN 2" AN LESS THAN OR EQUAL TO 24" CONNECTING TWO AJACENT BRACE WALLS SHALL HAVE AN ANCHOR LOCATE IN THE MILE OF THE PLATE... PLATE SEGMENTS LESS THAN OR EQUAL TO 2" IN LENGTH AN CONNECTE TO BRACE WALLS MAY HAVE ANCHORS OMITTE. 4. INTERIOR WALLS ARE TO BE POSITIVELY ANCHORE WITH APPROVE FASTENERS. " A 4" X 2" SQUARE PLATE AN NUT SHALL BE INSTALLE. A SINGLE NUT MAY BE USE IF THE THREAS ARE EFORME TO PREVENT ISENGAGEMENT OR THE NUT MAY BE WELE. Embedded Anchor Bolts SCALE: 2"=' FOUNATION ETAILS 8/26/207 WG FILE: ATE: SCALE: RAWN BY: APPROVE BY: SHEET: 8/26/207 " = '.WG S05

11 ' 24'-9 7 8" 9'- 7 8" 9' 25'-0 8" BWL B 9'-0 8" BWL 9' BWL B 9' BWL 2' 4'-7 7 9'- 5 8" '- '-9" 9'-5 5 8" '-0" 29'-2" 2-0" 2-0" 29'-2" ' " 5'-0 5 8" 5'-0 5 8" " 6'-7" 9'-7 2" 2'-9" 2'-0" BWL C BWL BWL 5 2'-" BWL BWL 4 BWL 5 2'-" '-" '- 7 8" 7'-0 4" BWL C 2'-" BWL A 2'-5" 4' BWL BWL BWL 2 25'-0 8" BWL 2 9'-7 2" BWL A 2' '-4 7 8" 4'-" 9'- 7 8" SECON FLOOR BWL 4 9' 2'-" 7'- 5'-6 7 8" 2' 6' 27'- 7 8" FIRST FLOOR BRACE WALL LINE SCHEULE BWL SPACING (FT) BRACING METHO REQUIRE BRACING LENGTH (FT) EXPOSURE TYPE EXPOSURE TYPE VALUE EAVES TO RIGE HEIGHT AJUSTMENT FACTORS WALL HEIGHT #BWL IN SAME IRECTION A'L 800 LB. HOL OWN INT GYP BOAR OMITTE REQUIRE BWP LENGTH (FT) (AJUSTE) PROVIE BWP LENGTH (FT) POSITIVE RESULT? CONTINUOUS SHEATHING EN CONITION(S) 25'-" CS-WSP ( 5 8 ") 9'-0" B " 6'-0" YES HU5-SS '-" CS-WSP ( 5 8 ") 9'-0" B " 2'-8" YES HU5-SS2.5 2' CS-WSP ( 5 8 ") '- B '-" '-5" YES HU5-SS ' LIB (45 ) 6'- B '-7" -0" YES HU5-SS '-0" LIB (45 & 60 ) '- B '-" 2'-7" YES HU5-SS2.5 A 5'-" CS-WSP ( 5 8 ") '- B '-" 5'-9" YES HU5-SS2.5 B 5'-" CS-WSP ( 5 8 ") '- B '-" 24'-9" YES HU5-SS2.5 C 2-0" CS-WSP ( 5 8 ") 9'-0" B " 0'-" YES HU5-SS " CS-WSP ( 5 8 ") 9'-0" B " 9'-4" YES HU5-SS2.5 BRACE WALL PLAN /5/207 WG FILE: ATE: SCALE: RAWN BY: APPROVE BY: SHEET: /5/207.WG S06

2' RAFTER RAFTER BRACE CEILING JOIST '-4" CORNER STU - 8" SOLE PLATE 4"

BRACING LAYOUT FOR 60 BRACE FASTENERS ARE 8d COMMON NAILS WITH A

4" = '-0" FASTENERS ARE 8d COMMON NAILS WITH A 4" = '-0" 4" CRIPPLE

TYP CRIPPLE STU SILL PLATE ANCHOR BOLTS (PERIMETER BEAM IS NOT SHOWN

TO COMPLY WITH IBC 202 REQUIREMENTS 2" = '-0" CONTINUOUS SHEATHING WOO

BRACING AT GARAGE NO AITIONAL ANCHORS REQUIRE HU5-SS2.

12 2' RAFTER RAFTER BRACE CEILING JOIST '-4" CORNER STU - 8" SOLE PLATE 4" BLOCKING OUBLE TOP PLATE LAI IN BRACING LAYOUT FOR 45 BRACE LAI IN BRACING LAYOUT FOR 60 BRACE FASTENERS ARE 8d COMMON NAILS WITH A MINIMUM OF 2 NAILS PER SUPPORT AN APPROXIMATELY CENTERE. 4" = '-0" FASTENERS ARE 8d COMMON NAILS WITH A MINIMUM OF 2 NAILS PER SUPPORT AN APPROXIMATELY CENTERE. 4" = '-0" 4" CRIPPLE STU JOIST '-4" CORNER STU 9'- 8" JACK STUS FULL LENGTH STU 4" TYP ' TYP TYP CRIPPLE STU SILL PLATE ANCHOR BOLTS (PERIMETER BEAM IS NOT SHOWN FOR CLARITY) '-4" TYP 6'-0" MAX TYPICAL FRAMING ETAIL ALL FASTENERS ARE TO COMPLY WITH IBC 202 REQUIREMENTS 2" = '-0" CONTINUOUS SHEATHING WOO STRUCTURAL PANEL LAYOUT WOO STRUCTURAL PANEL IS TO BE 58" (NOMINAL) THICKNESS APA 40/2 RATING. FASTENERS ARE 8d COMMON NAILS SPACING ALONG EGES AN 2" SPACING IN FIEL. 4" = '-0" HU5-SS2.5 INSTALLATION BETWEEN LEVELS FOLLOW OEM RECCOMENATIONS PORTAL FRAME BRACING AT GARAGE NO AITIONAL ANCHORS REQUIRE HU5-SS2.5 INSTALLATION IN CONCRETE FOLLOW OEM RECCOMENATIONS REV ESCRIPTION ATE APPROVE BRACE WALL ETAILS /5/207 ATE: /5/207 SCALE: WG FILE:.WG RAWN BY: APPROVE BY: SHEET: S07

Fastener Schedule. a, b, c. FASTENER Roof 3-8d (2 1 / ) / ) 3-10d. 3-10d ( ) 3-16d box nails. (3 1 2 toe nails on one side

Fastener Schedule. a, b, c. FASTENER Roof 3-8d (2 1 / ) / ) 3-10d. 3-10d ( ) 3-16d box nails. (3 1 2 toe nails on one side ITEM 1 DESCRIPTION OF BUILDING ELEMENTS Blocking between joists or rafters to top plate, toe 2 Ceiling joists to plate, toe 3 4 5 6 Ceiling joists not attached to parallel rafter, laps over partitions,