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Plans (15) GENERAL 1. ALL CONSTRUCTION, TESTING AND INSPECTING SHALL CONFORM TO THE BUILDING CODE REFERENCED UNDER THE HEADING "DESIGN CRITERIA". . 2. THE EXISTING CONDITIONS SHOWN IN THESE DRAWINGS ARE BASED ON LIMITED FIELD OBSERVATIONS. THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER IF THE EXISTING CONDITIONS ARE NOT AS SHOWN IN THESE DOCUMENTS PRIOR TO PROCEEDING WITH THE WORK. ,E 3. OMISSIONS OR DISCREPANCIES BETWEEN THE VARIOUS ELEMENTS OF THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER BEFORE advanced structural PROCEEDING WITH THE WORK. 4. DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF PERSONNEL AND PROPERTY ON AND AROUND THE JOBSITE. THE CONTRACTOR SHALL FORENSICS PROVIDE ADEQUATE SHORING, BRACING, GUYS, ETC. IN ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL SAFETY ORDINANCES. ,f 5. THE STRUCTURAL DRAWINGS AND PROJECT SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THE METHODS, PROCEDURES, AND SEQUENCE OF CONSTRUCTION ARE THE consultants •:'.-ers I experts RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF �,�.e � ��ss�� Cs 4) • FRAMING LUMBER :PE T.' 1. FRAMING LUMBER GRADES: WWPA GRADING RULES. STRESS VALUES SHOWN ARE BASE MEMBER VALUES: e - A. STRUCTURAL LIGHT FRAMING No. 2, D.FIR/LARCH, S.DRY, Fb=900. B. 3x AND 4x MEMBERS No. 2, D.FIR/LARCH, SGRN, Fb=900. Ir. QREG 0 ' 2. PRESSURE TREATED LUMBER (PT): ALL WOOD MEMBERS IN CONTACT WITH CONCRETE OR MASONRY OR EXPOSED TO WEATHER AND SUBJECT TO DECAY SHALL BE PRESSURE TREATED DOUGLAS FIR-LARCH WITH ACQ TREATMENT PER THE CURRENT AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS. AT ALL CUTS AND BORES IN PT LUMBER, FIELD-APPLY PRESERVATIVE TREATMENT MEETING THE REQUIREMENTS OF AWPA M4. E,OIS 3. STRUCTURAL SHEATHING: A. ALL WALL PANELS TO BE PLYWOOD OF MINIMUM 5 PLY CONSTRUCTION. EACH PANEL SHALL BEAR THE QUALITY TRADEMARK STAMP OF THE "AMERICAN PLYWOOD ASSOCIATION". IEWES: WP Rd B. GRADES/THICKNESS: a 1.) MATCH (E) THICKNESS AT WALL (1/2" VERIFY), C-D, GROUP 1, SPAN INDEX 32/16, EXPOSURE 1 X c 2.) MATCH (E) THICKNESS AT FLOOR (1 1/8" VERIFY), WEYERHAEUSER EDGE GOLD, SPAN RATING 48"OC, EXPOSURE 1 C. MINIMUM NAILING REQUIREMENTS: a 1.) NAIL SIZE AND SPACING: 0 a.) WALL: 0.131" DIAMETER x 2 1/4" GUN NAIL, 4"o.c. ALL PANEL EDGES, 12"o.c. IN FIELD b.) FLOOR: 0.148" DIAMETER x 3" NAIL, 6" o.c. AT ALL SUPPORTED PANEL EDGES. 2.) ALL NAILS TO BE HOT-DIP GALVANIZED. I 3.) SHEATHING FASTENERS SHALL NOT FRACTURE THE FACE PLY. wM w D N 4.) GLUE AND NAIL FLOOR SHEATHING IN ACCORDANCE WITH WEYERHAEUSER INSTALLATION RECOMMNEDATIONS (TECHNICAL RESOURCE SHEET #9009). SUBFLOOR ADHESIVE MEETING wCLn ASTM D3498 (AFG-01) PERFORMANCE STANDARDS SHALL BE APPLIED TO (1) THE TOP OF ALL FLOOR FRAMING PRIOR TO INSTALLING THE REPLACEMENT FLOOR SHEATHING, Q°' Ln Ln (2) THE BOTTOM OF (E) FLOOR SHEATHING DIRECTLY BELOW NEW FRAMING MEMBERS, AND (3) AT T&G FLOOR SHEATHING JOINTS. Q Qz zLn D. PANEL LAYOUT: W J w ouD 1.) LONG DIMENSION OF PANEL TO BE PERPENDICULAR TO FRAMING MEMBERS, EXCEPT PANELS AT WALLS CAN BE INSTALLED WITH LONG DIMENSION PARALLEL TO STUDS. wo w V) 2 2.) MINIMUM PANEL WIDTH SHALL BE 12". Z >.o o) 3.) EDGES OF ALL PANELS LESS THAN 24" WIDE SHALL BE BACKED BY BLOCKING (2x4 MIN SIZE). 0 n'>. zz o J N-I 0 I Z CONCRETE SCREW ANCHORS (SIMPSON TITEN HD SCREW) W R16 Q 06 o 1. INSTALLATION HOLES FOR SCREW ANCHORS SHALL BE DRILLED WITH A ROTARY HAMMER OR OTHER SUITABLE METHODS TO ENSURE THAT EXISTING REINFORCING IS NOT DAMAGED. ALL Cr) N� z 0 , o_ MISDRILLED OR UNACCEPTABLE HOLES SHALL NOT BE USED AND GROUTED SOLID. 2. SCREW ANCHOR INSTALLATION SHALL BE IN ACCORDANCE WITH CURRENT PRODUCT ICC REPORT, ICC-ES ESR-2713. o 0 3. NO SPECIAL INSPECTION REQUIRED FOR SCREW ANCHORS. w i= z Qcp U INSULATION z of w < 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. E- F-zz 3 o 2. INSULATE 4" WALLS WITH 3.5" FACED INSULATION BATTS, R-15 HD. INSULATE 6" WALLS WITH 5.5" FACED INSULATION BATTS, R-21 HD. I-Z D 0 0 0 LJ < LL LL Ct CC J J (/) (/) 0_ 0_ U U < < ENGINEER: KO ISSUE DATE: 1/11/1q S 1 8 SHEET NUMBER I I KEYNOTES: tU I ® PRESSURE-TREATED 4x8 LEDGER. SEE M. DETAIL 2/S3 FOR ANCHORAGE TO (E) CONCRETE FOUNDATION WALL. III (E) 4x8 FLR BEAMI I MASTER BEDROOM advancedstructural AT 32"o.c. (±) w/ 'N� 02 PRESSURE-TREATED 2x4 (FLAT USE) FORENSICS 4x POST AND FOOTING ! SPANNING BETWEEN LEDGERS w/ consultants I engineers I experts TYPICAL UNLESS ) SIMPSON Z2 CLIP EACH END. SEE NOTED OTHERWISE. DETAIL 2/S3. PROFks REPLACEMENT FLOOR REMOVE ALL DETERIORATED OSB WALL �'C sr FRAMING SHOWN w/ 03 4x8 FLOOR FRAMING AS SHOWN TO SHEATHING. REPLACE w/ PLYWOOD 4,,, fCI� O4 DOT-HATCH. PROVIDE SUPPORT FOR (E) FLOOR (THICKNESS TO MATCH EXISTING). SHEATHING/WALL AND REPLACEMENT NAIL w/ 8d©4"o.c. ALL PANEL EDGES, a/ ' ' ` 'I I' ■411 '1 ( i 't �' ■ '1 FLOOR SHEATHING AT DBL SINK AREA. 12"o.c. FIELD. REMOVE AND REINSTALL ►' `, �� `, 0 `1 1. /1 \ 1 J1 1, I ,1 CONNECT 4x8's w/ SIMPSON A35Z WINDOW AS REQ'D TO REPLACE f ORES ' EACH SIDE AND EACH END AS SHOWN. DETERIORATED WALL SHEATHING. SEE DETAIL 1/S4. RE-FLASH PER ORSC AND WINDOW s. MFG INSTALLATION REQUIREMENTS. E.OL�� i ® 4x8 SISTERED TO (E) 4x8 AS SHOWN TO PROVIDE SUPPORT FOR (E) FLOOR -(E) BATHROOM LAYOUT IaxrIeEa. ?! y� SHEATHING. SEE DETAIL 2/S4. SHOWN. REMOVE AND . a� REPLACE TO MATCH °- © 0 O PLATEPESSUSPANNINGTOVERx6(E)U DNLWALL (E) CONDITION. °��' 1 - J I a ® ;_ a BLOCKOUT FOR FURNACE. SEE I L .......... .. . -,. . DETAIL S4. f \ J \J J at i .\''''.;:•••/71 ....f..�.\.....• (. _..,. ... .. .. .. .. 3/ > > 1 ,. � © 12" SQUARE x 8" DEEP CONCRETE :.. Q ru, :„ . y'::.:.:.: ti r FOOTING (UNREINFORCED) w/ -1 ......:.....:.:.........:.....................'.'.'. w4 �..... PRESSURE-TREATED 4x4 POST. wLill g SEE DETAIL 1/S3. ............... :::.::::::_ ( z N °' wr, Ln 4 Q 07 NAIL (E) FLOOR SHEATHING TO W Q DASHED LINE DENOTES w T• RE:':: �- _ :':':':':':':':':'.':'.'.'.:'.'.'. ..'.'.' z GROUND FLOOR WALL a © 1 0 (E) 4x8 BEAM w/ 10d NAILS ©6"o.c. �•"`"••• Q Q O zLn ABOVE. �' — e„oo.. ..................F+;;.;.,.;,�.�i w Jw 0 co in-- - 1 w ® 4x8 BELOW (E) WALL. SEE J J DETAIL 4/S4. .. ..... ........ ....... ,..�..... p • • • • • • • • • • • • • • • • r'.'.'.'.'.'.' '........... \lii SHOWER' CIN J o 0I LLJ II 7. J f }i ... 4. I. \.....! ® 'S.' r , '.... r .,.. 11 . \ I REMOVE & 2 °'O \ 00 0 1 I 1 1 .1.....Y.• ..)•••••••••\:. I.....1 /.....' $ z ..... ... REPLACE WALL (/) -a_ z - IZ o w z •- AS REQUIRED • �� ...� �,, e _ _ �> LAUNDRY �" ...... FORRCONT.E z o r� . cn.'.'.'.' FLR SHEATHING w i- z Q ® 0 ........ ::: o \ ::::::::: .'.'.'.'.'.'.'.'.'.'.':.'.'.'.':. • • BELOW. o H H Z " ......... .............'.'.'.'.'.'................... < 0 CJ -.C) Z .—I f— � '...'.O wWALK-IN CLOSET REMOVE & v v z fY z :::::: :::: REPLACE w 0 © ....:............ ••••,,:•:••,,,,,,,,,,:,,:,;,:••• : :••• -) z .... : (E) FLOOR o o w Q w w � a�... �....' ':':.'...':':'.'.'.'.'. w SHEATHING AT as 0_ v v a a COI% /Ar2s% .... ...••••..0� DOT-HATCHED - ,.:._. ......:...:.:.........:.....:...'it © •.•.•:•:..•,..•:•,.........:.....:•........:...:...:..••• AREA. SEE ENGINEER: KO GARAGE / / o SFOREGT LUEB& ISSUE DATE: 1/11/1' E FDN GARAGE^> NAIL REQS. BLOCK-OUT / ff0 w AT FURNACE 0 H S 2 -II i ED 2c-- GROUND FLOOR F�AVIING HEPAR PLAN 1 GROUND FLOOREPAH PL_A\ o S2 1/4" = 1'-0" S2 1/4" = 1'-O" SHEET NUMBER 2x4 w/ Z2 CLIP OVER (E) FOUNDATION VENT. SEE PLAN. 1111 INSTALL PRIOR TO REPLACEMENT FLOOR SHEATHING. . " 4x8 LEDGER 10d©6o.c. TITEN HD SCREW + BP CENTERED EQUALLY SPACE TITEN SCREWS SIMPSON A35Z ON BLOCKING LENGTH. f-1'-0" / - UP TO MAXIMUM 6-FEET ON CENTER, 41 (E) FLR advanced structural EACH END OF MINIMUM (2) PER LEDGER. SHEATHING. X4 • _ _ FORENSICS LEDGER TO i� sziompli '' v) 4x8 FLR BEAMS ® PT 4x8 4 1/2''MI ,FORENSICS _. - ,s I experts �m / LEDGER PT 4x8 LEDGER w/ §ILI 14,t`t* �GINt� ssr , iC?-1,TITEN HD +BP SIMPSON 1/2"x6" R TITEN HD SCREW & 4x8 FLOOR BEAM EXISTING SIMPSON AC4Z POST (E) CONC BEARING IN /-FOUNDATION-/ CAP AT 1-SIDE. BP BRG PLATE. FOUNDATIOIT10, `` `� ,,-- (E) !(E) FOUNDATION <> VENT <> SEEA LAV&TIB NB WALL.- T BLOCKOUT SPACE P.T. 4x41" fa ER E.OGL: s: . .5i. 18" / i - POSTS MAXIMUM PT 4x4 POST MAXIMUM 6-FEET ON CENTER BEARING ON E FTG WHERE REQUIRED, ./. SEE ELEVATION EXPIRES: )a 3 J , `I B-B L_ (E) CONCRETE-7 (E) I CONCRETE NOTE: SEE SHEET S1 B FOR x FOUNDATION WALL FOUNDATION WALL GLUE/NAIL REQUIREMENTS. ELEVATION A-A: ELEVATION B-B: no D BETWEEN 4x8 FLOOR BEAMS PARALLEL TO 4x8 FLOOR BEAMS SECTION AT LEDGER 63 0 0 LEDGES DETAIL a 3/4" = 1'-O" w Li,r. SIMPSON SDS1/4x4.5" z N Cr) SCREW ©8"o.c. (E) WALL BETWEEN MASTER >r--. Ln BEDROOM AND BATHROOM BEAM BUTT JOINT WHERE SHOWNQ 2x6 FLAT BLOCKING AT ON PLAN. CENTER BUTT JOINT Q Q zo z 10dC�?6 o.c. ON E POST BELOW. W J CD 0 `r FLOOR SHEATHING ( ) BUTT JOINT. w o , / / / 7 / / / / 7 / / / / / / ______________________. ______........, ,- 0 4x8 BEAM, 4x8 BEAM, 4x8 BEAM, i Co z z SEE PLAN. SEE PLAN. I SEE PLAN. N Q o ry z inl co jr ,_ :, 1 , 1 L.• jr. I ID • 2 No \ z y 4x LEDGER, (/) z 1'-6" �� 1/2"x9"x12" PLYWOOD SIDE SEE DETAIL 2/S3. / / 4x4 POST ,i' / MAXIMUM PLATE AT ONE SIDE ONLY, TYP. 4 1/2" REPLACEMENT 4x8 BEAM \/ / 0 o CENTERED BELOW NAIL w/ MIN. (3) 8d NAILS TO TO BEAR IN (E) BEAM POCKET. \/ L`' Q E 4x8 BEAM EACH MEMBER AS DETAILED. \ ~ ( ) REINSTALL (E) SHIMS. Q < UNREINFORCED - (E) 4x POST AND FOOTING /\\/, z o o 0 Q CONCRETE FIG \//j z w w � Cl_ � CENTERED BELOW \\ \ z 4x4 POST ;//\/ 0_ (1 O G < < (Y _1 a V) V) /\\/\ /\\/\\/\\/\\//\\j\\/\\/\j // / \Jr,,,,,„, , „ , \ \ � /� / �\ / /� /�\//� //� /\ �\ �\ �� / /\/� \ \ /%/%/ ENGINEER: K 0 \/\\//�/ \/ ��� ISSUE DATE: 1/11/1` ///,\// AT ADDED POST/FOOTING AT (E) POST/FOOTING AT (E) FOUNDATION NOTE: SEE SHEET 51B FOR GLUE/NAIL REQUIREMENTS 1 FLOOR 3EAV HEPAR DETAIL S 3 S3 3/4" = 1'-0" SHEET NUMBER II (E) WALL IIII advanced structural (E) WALL w/ (E) FLOOR FORENSIC S � - SHEATHING BELOW. snsultants Ieriaineers I experts SIMPSON SDS1/4x4.5" i OD PRO, SIMPSON SDS1/4x4.5" AT 8"0.c. t `5'C GINE �,�, AT 8"0.c. CI til °I, 6" 10d© o.c. REPLACEMENT c, 10d©6"o.c. REPLACEMENT FLOOR (E) FLOOR SHEATHING FLOOR SHEATHING TO `if 4 SHEATHING TO 2x6's, TYP. 4 (E) 4x8. /-/-/-TIME .--/-/-/ I I I I I I I I-/-/-/ O ,: "ON - NAM 11/Al Avro IN Erl ... . , • • (s. A A. • 2x6 EACH SIDE SISTERED w/ 1EXPr1nc• ' (2) 10d©8"o.c. (E) 4x8 FLOOR BEAM L N N a 4x8 BELOW (E) WALL. 4x8 SISTERED TO (E) BEAM a w/ (2) SIMPSON SDS1/4x6" cn NOTE: SEE SHEET SiB FOR NOTE: SEE SHEET S1B FOR SCREWS AT 16"o.c. @� GLUE/NAIL REQUIREMENTS. GLUE/NAIL REQUIREMENTS. o 4 FRAMING DETAIL 2 FRAMING DETAIL S4 1" = 1'—O" �� 3/4" = 1'-0" I w D N z N CDCD in SIMPSON 1/2"x6" CC Q rn TITEN HD SCREW & 1 (3) 16d NAILS ©16"o.c., SOLE PLATE TO �� zo ,t BP BRG PLATE co CENTERED IN FLOOR SHEATHING/MUDSILL. LLI wrx J (E) d: T \ TS 2x6PASREVD (E) WALL MUDSILL AND FLOOR SHEATHING. __ - o I w TO INSTALL TITEN. _ _ - I SIMPSON SDS1/4x4.5" IZ 2 N o / / / / n / /......../../.._..../../......../....... AT 8 o.c. I �1 4x8 FLOOR BEAM \1 - (E) FLOOR SHEATHING 10d©6"o.c. REPLACEMENT o oz I 1\ FLOOR SHEATHING TO 4x8. w < e ; L. -moi Q 0 0 / / / / / / / z o .. Q E UAL /y / (E) 4x8 FLOOR BEAM �, t— F- o o z 4x8 LEDGER c, ci c� z cc o BEYOND. SIMPSON A35Z MUDSILL r w w v EQUAL TO FACE OF 4x8 BEAM. _ _ _ _ C_� `'N::— o_ �. cL W Q V) V)PRESSURE—TREATEDo o Q 2x6 MUDSILL. (E) 4x8 FLOOR BEAM, 4x8 BELOW (E) WALL AND ENGINEER: KO (E) CONCRETE TYPICAL. REPLACEMENT FLOOR FOUNDATION WALL (E) FURNACE DUCT SHEATHING. ISSUE DATE: 1/11/1'1 w/ FURNACE DUCT I NOTE: SEE SHEET 516 FOR 4x8 (BEYOND) BETWEEN BLOCKOUT. GLUE/NAIL REQUIREMENTS. (E) FLOOR BEAMS. 3FRAMING DETAIL 1FRAMING DETAIL S 4 S4) 1" = 1'-0" � . 1" = 1'-0" SHEET NUMBER