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HomeMy WebLinkAboutCOM2018-00067 - COM Plot / Site Plans - 5/8/2018STRUCTURAL NOTES GENERAL NOTES: LAKE NAHWATZEL RESORT STRUCTURAL UPGRADES PLAN 12900 E. SHELTON MATLOCK ROAD, SHELTON, WA 98584 THESE STRUCTURAL NOTES SUPPLEMENT THE DRAWINGS. ANY DISCREPANCY FOUND AMONG THE DRAWINGS, THESE NOTES, AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ENGINEER, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE CONTRACTOR SHALL COORDINATE BETWEEN THE ARCHITECTURAL DRAWINGS AND THE STRUCTURAL DRAWINGS. THE ARCHITECTURAL DIMENSIONS ARE TAKEN TO BE CORRECT WHEN IN CONFLICT WITH THE STRUCTURAL DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR ALL BRACING AND SHORING DURING CONSTRUCTION. ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE PORTIONS OF THE 2015 OR LATEST EDITION OF THE INTERNATIONAL BUILDING CODE EXCEPT WHERE NOTED. DESIGN CRITERIA: 1. LIVE LOAD 2. DEAD LOAD 3. PARTITION 4. WIND 5. EARTHQUAKE 6. SOIL = 100 PSF ( DINING ROOM, RESTAURANT) 40 PSF (SNOW PER MASON COUNTY) =15 PSF (COMP ROOF) 10 PSF (COMP ROOF) 15 PSF (FLOOR) 150 PCF (CONCRETE) = 10 PSF (FLOORS) NOT APPLICABLE, LATERAL UPGRADE NOT IN SCOPE OF WORK NOT APPLICABLE, LATERAL UPGRADE NOT IN SCOPE OF WORK 1500 PSF, ASSUMED BEARING CAPACITY CONCRETE & REINFORCING STEEL: 1. ALL CONCRETE WORK SHALL BE PER THE 2015 IBC CHAPTER 19. TOLERANCES SHALL BE PER IBC CHAPTER 19, SECTION 07. MIXING, PLACEMENT, AND INSPECTION SHALL BE PER SECTIONS 03, 04, 05, AND 06. 2. ALL REINFORCING SHALL BE ASTM A615 GRADE 60 EXCEPT AS SHOWN ON THE PLANS. 3. CONCRETE SHALL BE IN ACCORDANCE WITH ASTM 150. F'C = 2500 PSI @ 28 DAY SLUMP = 4" MAXIMUM, 6% AIR ENTRAINED. CARPENTRY: 1. 2X STRUCTURAL FRAMING SHALL BE #2 DOUG FIR, UNO. 2. 4X STRUCTURAL MEMBERS SHALL BE #2 DOUG FIR, UNO. 3. 6X BEAM AND POST MEMBERS SHALL BE #1 DOUGLAS FIR, UNO. 4. 2X JOISTS OR RAFTERS SHALL BE KILN DRIED AND STORED IN A DRY AREA PRIOR TO INSTALLATION. 5. GLUE -LAMINATED BEAMS SHALL BE WESTERN SPECIES DOUGLAS FIR 24F-V4. 6. ROOF SHEATHING: USE %" PLYWOOD OR 7/16" OSB SPAN RATED 24/0 OR BETTER, NAILED WITH 8D'S AT 6"O.C. AT EDGES AND 12"O.C. IN THE FIELD, UNLESS NOTED OTHERWISE. 7. FLOOR SHEATHING: USE 3A"T&G SHEATHING SPAN RATED 32/16 OR BETTER, AND GLUED AND NAILED WITH 10D'S AT 6"O.C. AT EDGES AND 12"O.C. IN THE FIELD, UNLESS NOTED OTHERWISE. 8. MINIMUM NAILING _ PER IBC TABLE 2304.9.1- FASTENING SCHEDULE. 9. LUMBER EXPOSED TO EARTH, WEATHER OR CONCRETE SHALL BE PRESSURE TREATED FOR THE APPLICABLE EXPOSURE. HARDWARE USED ON PRESSURE TREATED LUMBER SHALL BE COMPATIBLE WITH THE TREATMENT TO RESIST CORROSION. USE SIMPSON ZEE -MAX OR HOT DIP GALVANIZED THE ,TMENT PER MANUFACTURER. HARDWARE: ALL CONNECTION HARDWARE SHALL BE SIMPSON "STRONG TIE". CONNECTION HARDWARE EXPO'.ED TO THE PRESSURE TREATED LUMBER, WEATHER OR SOIL SHALL BE TREATED AS IN STEEL ABOVE. CAUTION: CONTRACTOR TO FIELD VERIFY ALL CONDITIONS AND ALL ELEVATIONS. DETERIORATED EXISTING MEMBERS NOTE: EXISTING STRUCTURE AND MEMBERS SHALL BE INSPECTED FOR DAMAGE DUE TO INSECTS, MOTS RE, ETC. REMOVE AND REPLACE ALL DAMAGED MEMBERS WITH LIKE SIZE AND MATERIAL. IF QUESTIONS ARISE, CONTAC ENGINEER FOR CLARIFICATION OR DIRECTION. LIMITATIONS: STRUCTURAL ENGINEERING STAMP IN THESE DRAWINGS PERTAINS ONLY TO THE SPECIFIC SCOPE I F WORK OUTLINED IN ASSOCIATED CALCULATIONS AND DOES NOT IMPLY APPROVAL, OR RESPONSIBILITY FOR ITEMS OU SIDE OF THOSE SPECIFIC ITEMS. OTHER SPECIALTIES, SUCH AS ROOFING, FLASHING, SIDING, PLUMBING AND MECHANICAL WORK SHALL BE DESIGN BUILD BY OTHERS. THIS SET OF DRAWINGS AND CALCULATIONS ARE VALID AND SHALL ONLY BE USED FOR T IS SINGLE SPECIFIC SITE AND SHALL NOT BE RE -USED WITHOUT CONSENT AND APPROVAL OF THE STRUCTURAL ENGINEER. GRADE RE —ROOF J CONCRETE GRADE BEAM/CURB EXISTING AWNING PROPOSED ELEVATION CONCRETE GRADE BEAM/CURB EXISTING ELEVATION DOOR R.S. 1x4 —� TRIM, TYP. EXISTING. AWNING EXISTING VENT DOOR — NEW ROOF LINE — EXISTING ROOF LINE NEW METAL CHIMNEY NEW WOOD FRAMED CHIMNEY FRAMING — NEW CEDAR SIDING, PER OWNER, TYP. • / 1'-6" O'HANG TYP. rn GRADE -4----------7— EXISTING MASONRY CHIMNEY (TO BE REMOVED) EXISTING ROOF TOP EQUIP. (TO BE REMOVED) 1 GRADE SHEET INDEX S1.0 S2.0 S3.0 S4.0 ELEVATIONS AND NOTES FOUNDATION PLAN AND DETAILS ROOF FRAMING PLAN AND DETAILS TRUSS ELEVATIONS AND DETAILS w tr w m z z w U z 0 i=- d a z 0 lL l— U a i-- w I N0. DATE REVISION PERMIT DRAWINGS ANNIMINENe L05-08-18 r-- ELEVATIONS AND NOTES Sheet Contents AMIL C. "BUSTER" EMERY 12900 W. SHELTON MATLOCK ROAD, SHELTON, WA 98584 PH. 360-581-6647 Designed By MJL Drawn By SOG Checked By MJ L Dote 05-08-18 SOLID BLOCKING BELOW POSTS SEE NOTE AT RIGHT SIMPSON CB66 BASE INTO TOP OF FOOTING 4 I I 0 (i) 6X6 POST WHERE SHOWN ON PLANS EXISTING FLOOR SHEATHING EXISTING 2X6 FLOOR JOISTS EXISTING BEAM PER PLAN NOTE: i iF POST IS OFF BEAM LINE, SLOT SHEATHING AND EXTEND POST TO FOOTING BELOW 6X6 POSTS PER PLAN } #4 CONT E/W POST AND FOOTING BELOW NEW POSTS SOLID BLOCKING BELOW POSTS SEE NOTE AT RIGHT SIMPSON CB66 BASE INTO TOP OF FOOTING EXISTING FOOTING AND STEM WALL I I I I I I I I I I 6X6 POST WHERE SHOWN ON PLANS EXISTING FLOOR SHEATHING EXISTING 2X6 FLOOR JOISTS EXISTING BEAM PE _R PLAN NOTE: `F POST IS OFF BEAM LINE, SLOT SHEATHING AND EXTEND POST TO FOOTING BELOW 6X6 POSTS PER PLAN (3) #4 CONT E/W / • W IOE 110f j _ i POST AND FOOTING BELOW NEW POSTS "=1 '-°" ADJACENT TO WALL EXISTING CRAWLSPACE HAS STANDING WATER AND POOR DRAINAGE. SEE CORRECTION NOTE BELOW. ±58'-0" 8'-0" 9'- 5,-O " INSTALL 6 MIL VISQUEEN VAPOR BARRIER IN CRAWLSPACE, TYP. SEE CORRECTION NOTE BELOW. EXISTING STEM WALLS TYP. TYP PROVIDE 3'-0 x3'-0 x12" FOOTING W/(3) #4s E.W. BOT. BELOW 6X6 POST RELOCATE EXISTING PAD FOOTINGS AS REQUIRED, TYP. NOTE: SINCE 2013, THE FLOOR HAS BEEN OPEN TO WEATHER AND THE EXISTING FLOOR IS MOISTURE DAMAGED. ALL FLOORING AND FLOOR SHEATHING IS TO BE REMOVED AND THE UNDERLYING STRUCTURE CHECKED FOR DAMAGE. REPLACE ALL DAMAGED COMPONENTS PER NOTES ON SHEET S 1.0. 0 0 3'-0" 0 4- e 0 0 PT SKIRTING OR STEMWALL AND FOOTING EXISTING CONCRETE GRADE BEAM B z NOTE: ALL DIMENSIONS ARE APPROXIMATE AND SHALL BE FIELD VERIFIED. NOTE: VERIFY POST LOCATIONS IN WALL ABOVE. PROVIDE BEARING AND PADS IF THE ARE OFF OF EXISTING SUPPORT LINES, TYP. 5'-0" z INV z PROVIDE 1 '-8 "x3'-0 "x 12" FOOTING W/(3) #4s E.W. BOT. BELOW 6X6 POST 5'-0" S 4X6 POSTS AND 6X6 BEAMS PRECAST Z FOUNDATIO PIER BLOCKS 12" SQ. 16" BASES AT f4'-0" 0. C. TYP. z 4'-0" 6X6 POSTS AT f 6'-8 O.C. 4'-0" 1 '-0„ S S X z REPAIR / UNDERM ED Z PIER / 1„ 7 5- o -co / i 0 0 4v c♦ co 0. ry� 0 6X6 POSTS AND C° Z \ 6X8 BEAMS CAST IN PLACE CMU BLOCK STEMWALL I FOUNDATION PADS 20" SQ., © ±6'-0" O.C. TYP. g t 0 g \ PROVIDE FOOTING E.W. S0': 6X6 POST 3'-0 x3'-0 x 12" W/(3) #4s BELOW CMU BLOCK STEMWALL 0 7,-3„ PROVIDE 1 '-8 x3'-0"x12" FOOTING W/(3) #4s ®TYP E.W. BOT. BELOW Mir 6X6 POST 5'-0" 6'-0" 7,-3" El El FOUNDATION PLAN 1/4„-1'-0" NOTE: 1. SEE SHEET 51.0 FOR STRUCTURAL NOTES AND CODE REQUIREMENTS. 2. SEE SHEET S3.0 FOR ROOF FRAMING PLAN AND DETAILS. 3. SEE SHEET S4.0 FOR TRUSS ELEVATIONS AND CONNECTIONS. CRAWLSPACE/DRAINAGE CORRECTION NOTE: TO REMOVE WATER, NSTALL PERMANENT SUMPS AND PUMPS TO REMOVE WATER FROM CRAWLSPACE. OUTLET TO WHERE IT WILL NOT CAUSE PROBLEMS. AFTER CRAWLSPACE HAS DRIED OUT, INSTALL 6 MIL VISQUEEN VAPOR BARRIER WITH 12" MIN OVERLAP AND TAPED SEAMS. TO ENSURE POSITIVE VENTILATION, INSTALL VENTILATION FANS OR PROVIDE NEW SCREENED VENTS WITH VENTILATION AREA OF 1/150TH OF THE FLOOR AREA. INSTALL 4" PERF. PVC PERIMETER FOUNDATION DRAINS AND TIGHTLINE ROOF LEADERS. DO NOT COMBINE. CHANNEL WATER AWAY FROM THE BUILDING. INSTALL AREA DRAINS, CATCH BASINS AND TIGHT LINE DRAINAGE SYSTEM IN ADJACENT AREAS TO KEEP WATER FROM RUNNING TOWARDS THE BUILDING. CMU BLOCK CHIMNEY, SEVERELY CRACKED - THIS AREA TO BE DEMOLISHED DUE TO DETERIORATION AND DAMAGE. OWNER OPTION TO REPLACE WITH NEW FRAMING. EXISTING CRAWLSPACE HAS STANDING WATER AND POOR DRAINAGE. SEE CORRECTION NOTE BELOW. INSTALL 6 MIL VISQUEEN VAPOR BARRIER IN CRAWLSPACE, TYP. SEE CORRECTION NOTE BELOW. i Sheet Contents fiz a. 0 i- 0 0 LL _z F LIJ F- C 0 LU i_LJ CC CC —J LU Q —1 Q CC Z W D < f— . JV) BUSTER EMERY 12900 W. SHELTON MATLOCK ROAD, SHELTON, WA 98584 PH. 360-581-6647 esigne• :y MJL Drawn By SOG Checked By MJL Date 05-08-18 05-08-18 Project Number 18019 Sheet Number S2.O 2 of 4 i NOTE: THIS DETAIL EXCERPT FROM BCI FRAMING GUIDE. CONSULT MANUF. LITERATURE FOR MORE INFORMATION. NEW MANUF. RAFTERS PARALLEL TO WALL 16dx33" NAILS EA. SIDE OF WEB INTO TOP PLATE EXISTING ROOF FRAMING PROVIDE SIMPSON A23 CLIP EA. SIDE -- ROOF SHEATHING SEE PLAN FOR NAILING 14" MANUF. ROOF JOISTS, UNO. SEE PLAN FOR SIZE AND SPACING FULL DEPTH BLOCKING VENTED BLOCKING BEVELED PLATE 2x4s @ 24" O.C. PONY WALL REGISTER BELOW RAFTERS, TYP. 4x4 AT STUD LOCATIONS TO SPAN BETWEEN EXISTING LOG BEAMS "x8" LAGS ATTACH 4x4s TO EXISTING LOG BEAMS EXISTING LOG BEAMS NEW MANUF. RAFTERS AND PONY WALL CONN. \\ \\ \\ \ \\ \ 2x6 FLAT AT BEARING LINES NAIL INTO EXISTING RAFTERS W/(2) 16ds AS SHOWN METAL ROOFING, FLASH AND SEALED TO WATERTIGHT CONDITION \ TRIM WEB 2x BEVELED BLOCKING W/ BEVELED WEB STIFFENER BEYOND 2x6 FLAT AT BEARING LINES NAIL INTO EXISTING RAFTERS W/(2) 16ds AS SHOWN EXISTING ROOF RAFTERS AT 24" O.C. 16dx3" NAILS EA. SIDE OF WEB INTO BLOCK 16dx3" NAILS EA. SIDE OF WEB INTO BLOCK \\ \ N N N INSULATE AND \ \\ N VENT PER CODE N \\ N \ \ N \ \ N N. \ N \ \ NN \ \ OVERFRAME ATTACHMENT DETAIL 1 1,-0" ROOF SHEATHING SEE PLAN FOR NAILING 2X LENGTH OF O'HANG 4•_0" MIN 2x6 OUTRIGGER NAILED TO ROOF JOIST W/ 10d's 0 6" O.C. 2x BEVELED BLOCKING W/ BEVELED WEB STIFFENER BEYOND 1 / x14" MANUF. VENTED SHEAR BLOCK BETWEEN RAFTER/JOISTS REMOVE EXISTING. 0—HANG FRAMING, TO L OUTSIDE OF PROVIDE NEW 2x6 WALL, STUDS 0 16" Q.C. TYP. PLYWOOD SHEATHING SEE SHEARWALL NOTES FOR NAILING REQUIRMENTS EXISTING WALL FRAMING ROOF MANUF. RAFTERS AND OUTRIGGERS 1 »-1'-0„ I I II NOTE: IN 2013, THE ROOF WAS NOT CONSTRUCTED PER PERMITTED PLANS. IT HAS BEEN OPEN TO WEATHER AND THE EXISTING FRAMING IS MOISTURE DAMAGED. ALL DAMAGED ROOF SHEATHING IS TO BE REMOVED AND THE UNDERLYING STRUCTURE CHECKED FOR DAMAGE. REPLACE ALL DAMAGED COMPONENTS PER NOTES ON SHEET S1.0. MANUF. RAFTER SEE PLAN FOR SIZE AND SPACING SIMPSON H 1 CLIPS 0 EVERY RAFTER/JOIST BEVELED PLATE NAIL W/16d's @ 6" O.C. NAIL W/20d's x 4" LONG EXISTING ®6" O.C. T&G DECKING TO REMAIN (REPLACE IF DAMAGED) NEW 2X BLOCKING BETWEEN EXISTING LOG RAFTERS PROVIDE (3) 2x4s IN WALL ROOF OVERHANG PROJECTION, TYP. THIS AREA HAS BEEN EXPOSED TO MOISTURE AND WEATHER. THERE IS DAMAGE TO EXISTING ROOF SHEATHING AND FRAMING. SEE CORRECTION NOTE BELOW. EXISTING ROOF BELOW NEW METAL ROOF FLASH AND SEAL TO WATERTIGHT CONDITION CONNECTION EXISTING LOG BEAMS AND POST (OR BEARING WALL) VENT AND INSULATE PER CODE SUPPORT 1 TYP. — EDGE PROVIDE NEW RAFTERS AND ROOFING PER PLAN EXISTING LOG RAFTERS AND ROOFING TO REMAIN TYP. O'HANG NEW BACK PORCH AWNING RAFTERS 2x6s AT 24" O.C. PROVIDE (3) 2x4s IN WALL PROVIDE 4X12 HEADER W/ (2) TRIMMERS EA. END IN WALL r EXISTING SHAFT TO REMAIN 5;"X16" GLB BOLT UP TRUSS A I II II II II II II I S"HEO I II II II II II IIEXISTI G 2X41 I I I II II II IRAFTE I S© g4 I I TYP II II I 1 ll 1f II 11 II ff fl fl 4X4 BEAMS, TYP ROOF FRAMING PLAN - 1/4"1'-0" 6X6 POSTS AT ± 6'-8" O.C. II I I II 4'-0" PROPOSED ROOF OVERFRAMING SECTION 1/4"=1'-0" T i� EJ�:� y 6X6 POST PROVIIDE I 11 II f 107'TDA. POL• (E) P J1__ILJ II II II II II II II II II II II II II II II 11 1 7 NEW ROOF SHEATHING --{ ORIENT AS SHOWN -NAIL -PER-NOTES- - - I - ON SHET - S 1.0., TYP. L - THIS AREA TO BE DEMOLISHED DUE TO DETERIORATION AND DAMAGE. OWNER OPTION TO REPLACE WITH NEW FRAMING. T1-IIS AREA HAS BEEN EXPOSED TO MOISTURE AND THERE IS MOLD GROWING ON THE Fµ?AMI NG. REMOVE AND REPLACE DAMAGED COMPONENTS. REMEDIATE MOLD AND MILDEW, AND RECONSTRUCT PER FILANS. OFF CORRECTION t'4OTES BELOW. CMU BLOCK CHIMNEY NON -COMPLIANT FRAMING CORRECTION NOTE: REMOVE AND REPLACE ALL NON -COMPLIANT FRAMING AND DAMAGED MATERIALS. THEN, INSTALL FRAMING AND POSTS PER PLAN, ATTACH TO EXISTING STRUCTURE TO REMAIN, AND INSTALL NEW INSULATION, SHEATHING, ROOFING FELT, ROOFING AND VENT PER CODES. NOTE: 1. SEE SHEET S1.0 FOR STRUCTURAL NOTES AND CODE REQUIREMENTS. 2. SEE SHEET S2.0 FOR FOUNDATION PLAN AND DETAILS. 3. SEE SHEET S4.0 FOR TRUSS ELEVATIONS AND CONNECTIONS. a INO. DATE REVISION i PERMIT DRAWINGS co I co 0 0 ROOF FRAMING PLAN i-- cz t1) Ca w w cc _J Q w C m 1,w �a(1) < co, 0o u 0 m 2 0 d 00 00 rn z 0 J w cn 0 U 0 J I- 2 0 w 0 0 rn Designed By MJL Drawn By SOS Checked By MJL Date 05-08-18 05-08-18 Project Number 18019 Sheet Number S3. 3 of 4 RAFTERS: 2x6s @24"O.C. METAL ROOFING OVER SHEATHING 1x6 R.S. SCIA 4x4 STRUTS AT t1'-0" FROM ENDS OF PORCH BEAM NOTE: FLASH AND SEAL ROOFING AT PEAK TO WATERTIGHT CONDITION. EXISTING ROOF FRAMING GUSSt 13 AS SHOWN EA. SIDE WITH i "0 A-307 THRU—BOLTS, 3" SPACING, TYP. 6x10 WITH SIMPSON HUCQ610—SDS HANGAR (BOTH SIDES ON INTERIOR TRUSS) SIMPSON OECC66 CAP (2) 4"%x4" GALV. LAGS @ 24" O.C. INTO STUDS 4x4 CONT. PORCH BEAM i "IDX6" GALV. LAG. DAP AS SHOWN. TRUSS END CONNECTION 7 "=1 NEW RAFTERS SIM TO DETAIL LSTA24 STRAP @ STRUT LOCATIONS INTO RAFTERS i "Ox7" GALV. LAG INTO STUDS 2x STUDS @ 24" O.C. RAISED W4LL FRAMING AND SHEATHING TO SUPPORT NEW RAFTERS 4x4 VERT. WHERE STRUTS OCCUR 1 "0x7" GALV. LAG INTO STUDS i"ox8" GALV. LAG INTO STUDS. DAP AS SHOWN. NOTE: FIELD FIT TO VERIFY yip. ANGLES, ETC. i� REQUIRED. 6x10 TOP CHORD MATCH EXIST: �'G ROOF SLOPE 5" GLU—LAM BEAM (2)"0 A-307 BOLTS, TYP. Ffix4"x0'-9" EA. SIDE Rlix4 "x0'-5" BOTTOM SEAT SIDE ELEVATION 3" GLU—LAM RIDGE BEAM IN WELDED HANGAR SEE SIDE ELEVATION ABOVE. GUSSETS AS SHOWN EA. SIDE WITH i4"0 A-307 THRU—BOLTS, 4" SPACING, TYP. EXISTING ROOF FRAMING NOTE: FIELD FIT TO VERIFY ANGLES, ETC. REQUIRED. TRUSS MID TOP CONNECTION GUSSETS AS SHOWN EA. SIDE WITH i"0 A-307 THRU—BOLTS, 3" SPACING, TYP. a TRUSS BOTTOM CONNECTION GLU—LAM RIDGE BEAMS IN WELDED HANGARS (ONE SIDE ONLY END TRUSS) (2) i"0 A-307 BOLTS, TYP. /7 V V �i i z 6x10 TOP CHORD MATCH EXISTING ROOF SLOPE " GLU—LAM BEAM iftlx4"x0'-9" EA. SIDE x4"x0'-5" BOTTOM SEAT ell GUSSETS AS SHOWN EA. SIDE WITH i"0 A-307 THRU—BOLTS, 4" SPACING, TYP. EXISTING ROOF FRAMING NOTE: FIELD FIT TO VERIFY ANGLES, ETC. REQUIRED. 3" GLU—LAM RIDGE BEAMS IN WELDED HANGARS (ONE SIDE ONLY END TRUSS) (2)i"0 A-307 BOLTS, TYP. SIDE ELEVATION 3" GLU—LAM RIDGE BEAM IN WELDED HANGAR SEE SIDE ELEVATION ABOVE. 6x10 TOP CHORD, TYP. EXISTING —� ROOF FRAMING TO REMAIN 7 ice• rV 6x10 BEAMS J EA. SIDE 6x10 TOP CHORD MATCH EXISTING N N ROOF SLOPE 7 77 7 NN 7 7\ 7 7 7 77 \NN N TRUSS CENTER RIDGE CONNECTION 6x6 R GUSSETS AS SHOWN EA. SIDE WITH i "o A-307 THRU—BOLTS, 4" SPACING, TYP. TRUSS CENTER BOTTOM CONNECTION EXISTING FLOOR ox6 VERTICAL AND DIAGONAL MEMBERS, TYP. 3 x 12 GLB, TYP. 5 x 16i" GLB —' 6x6 POSTS EA. SIDE OFFSET POSTS FROM WALL AND PROVIDE SOLID BLOCKING TO FOOTINGS SEE PLAN PROPOSED TRUSS A AT WALL 1/4"-1'_0" 6x10 TOP CHORD, TYP. EXISTING ROOF FRAMING TO REMAIN / ,ice, ii oao. 6x10 BEAMS EA. SIDE " GLU—LAM BEAM 7 NON —COMPLIANT FRAMING CORRECTION NOTE: REMOVE AND REPLACE ALL NON —COMPLIANT FRAMING AND DAMAGED MATERIALS. THEN, INSTALL FRAMING AND POSTS PER PLAN, ATTACH TO EXISTING STRUCTURE TO REMAIN, AND INSTALL NEW INSULATION, SHEATHING, ROOFING FELT, ROOFING AND VENT PER CODES. 6x6 VERTICAL AND DIAGONAL MEMBERS, TYP. POSTS: PROVIDE SOLID BLOCKING TO FOOTINGS SEE PLAN PROPOSED TRUSS B AT INTERIOR 3"x12 GLB, TYP. CO iz m Ui z 3 ILI U z 0 0 z 0 LL 0 co m 0) 0 co 0 U a- 2 J O in z I NO. DATE REVISION PERMIT DRAWINGS 0o 7 Do 0 LoI Sheet Contents F- ® LU W NJ CIL Q Q � U W1,5 J AMIL C. "BUSTER" EMERY 12900 W. SHELTON MATLOCK ROAD, SHELTON, WA 98584 PH. 360-581-6647 Designed By MJL Drown By SOG Checked By MJL Date 05-08-18 05-08-18 Project Number 18019 Sheet Number S4.0 4of 4 2x6 FLAT AT BEARING LINES NAIL INTO EXISTING RAFTERS W/(2) 16ds AS SHOWN i I -- Double joist may be required when L exceeds rafter spacing. N Blocking as required. Nail outrigger through BCI® web. 2" x _ outrigger notched around BCI® top flange. Outrigger spacing no greater End Wall. than 24" on -center. NOTE: THIS DETAIL EXCERPT FROM BCI FRAMING GUIDE. CONSULT MANUF. LITERATURE FOR MORE INFORMATION. NEW MANUF. RAFTERS PARALLEL TO WALL 1 o„ 16dx3" NAILS EA. SIDE OF WEB INTO TOP PLATE EXISTING ROOF FRAMING PROVIDE SIMPSON A23 CLIP EA. SIDE i- — —- ROOF SHEATHING SEE PLAN FOR NAILING 14" MANUF. ROOF JOISTS, UNO. SEE PLAN FOR SIZE AND SPACING FULL DEPTH BLOCKING VENTED BLOCKING 2x4s 0 24" O.C. PONY WALL REGIS!LN BELOW RAFTERS, TYP. 4x4 AT STUD LOCATIONS TO SPAN BETWEEN EXISTING LOG BEAMS x8" LAGS ATTACH 4x4s TO EXISTING LOG BEAMS EXISTING LOG BEAMS NEW MANUF. RAFTERS AND PONY WALL CONN. 1 "=1 -0" N N N N -4411.11- N N N N N rna..1.1.....,,, N ., N N , 4 N N N N N Airft%....... METAL ROOFING, FLASH AND SEALED TO WATERTIGHT CONDITION 16dx31 " NAILS EA. SIDE OF WEB INTO BLOCK TRIM WEB 2x BEVELED BLOCKING W/ BEVELED WEB STIFFENER BEYOND 2x6 FLAT AT BEARING LINES NAIL INTO EXISTING RAFTERS W/(2) 16ds AS SHOWN EXISTING ROOF RAFTERS AT 24" O.C. OVERFRAME ATTACHMENT DETAIL 1 „=1,_0„ 16dx311" NAILS 7- EA. SIDE OF WEB INTO BLOCK INSULATE AND VENT PER CODE N N ROOF SHEATHING SEE PLAN FOR NAILING 2x6 OUTRIGGER NAILED TO ROOF JOIST W/ 10d's 0 6" O.C. 2x BEVELED BLOCKING W/ BEVELED WEB STIFFENER BEYOND 1 % "x 14" MANUF. VENTED SHEAR BLOCK BETWEEN RAFTER/JOISTS REMOVE EXISTING. 0-HANG FRAMING, TO OUTSIDE OF WALL, TIP. PROVIDE NEW 2x6 STUDS 0 16" O.C. PLYWOOD SHEATHING SEE SHEARWALL NOTES FOR NAILING REQUIRMENTS EXISTING WALL FRAMING ROOF MANUF. RAFTERS AND OUTRIGGERS 2X LENGTH OF O'HANG 4'_0• MIN REVISED ROOF FRAMING 2 1 1 1 I 11 1 I MANUF. RAFTER SEE PL4N FOR SIZE AND SPACING SIMPSON HI CLIPS EVERY RAFTER/JOIST BEVELED PLATE EXISTING T&G DECKING TO REMAIN (REPLACE IF DAMAGED) NEW 2X BLOCKING BETWEEN EXISPNG LOG RAFTERS NOTE: IN 2013, T . ROOF WAS NOT CONSTRUCTED PER PER ITTED PLANS. IT HAS BEEN OPEN TO WEATHER AND E EXIST! G FRAMING IS MOISTURE DAMAGED. AL ROOF SHEATHING IS TO BE REMOVED AND THE UNDERLYING STRUCTURE CHECKED FOR DAMAGE. REPLACE ALL DAMAGED COMPONENTS PER NOTES ON SHEET S 1.0. THIS AREA HAS BEEN EXPOSED TO MOISTURE AND WEATHER. THERE IS DAMAGE TO EXISTING ROOF SHEATHING AND FRAMING. SEE CORRECTION NOTE BELOW. EXISTING ROOF BELOW NEW METAL ROOF FLASH AND SEAL TO WATERTIGHT CONDITION NEW BACK PORCH AWNING 10 PROVIDE (3) 2x4s IN WALL HEADER W/ (2) TRIMMERS EA. END IN WALL Cc PROV DE AND SUPPLE ENT FRAMING DOW TO =, FOUNDATION, I—(3)- P ICES. 44/ — PROVIIDE 6X6 POST 6X6 POST ROOF OVERHANG PROJECTION, TYP. cZY EXISTINCI SHAFT PROVIDE 6X6 POSTS OCC66 TOP, -41 L _IL IL PROVIDE HEXISTIVG WINDOW. II \— 4X4 BEAMS, TYP ROOF FRAMING PLAN IREIMN NI I fr CN CONNECTION EXISTING LOG BEAMS AND POST (OR BEARING WALL) VENT AND INSULATE PER CODE SUPPORT (-73)Typ. - EDGE PROVIDE NEW RAFTERS AND ROOFING PER PLAN EXISTING LOG RAFTERS AND ROOFING TO REMAIN PROPOSED ROOF OVERFRAMING SECTION 2X4 TYPM 11 11 M3 "Rs DWA9__ NA 6X6 POSTS PROVIDE SIMPSON A25I CLIPS FROM OTTOM OF EACH EXI TING CEILING LOCATE BEAM TO BEAR POSSIBLE, ADb 2x4 CEILING TO RbOF RAFTERS. PROVIDE 6X6 POSTS W/ I SIMPSO I / 6X6 POSTS PROVIDE I 4X6 POSTS! EA _END 111/ II II II 11 II 11 II II II 11 11 11 -11 O'HANG L NEW ROOF SHEATHING ORIENT AS SHOWN S1.0., TYP. ki o YY CMU BLOCK CHIMNEY NON —COMPLIANT FRAMING CORRECTION NOTE: REMOVE AND REPLACE ALL NON —COMPLIANT FRAMING AND DAMAGED MATERIALS. THEN, INSTALL FRAMING AND POSTS PER PLAN, ATTACH TO EXISTING STRUCTURE TO REMAIN, AND INSTALL NEW INSULATION, SHEATHING, ROOFING FELT, ROOFING AND VENT PER CODES. NOTE: — THIS AREA TO BE DEMOLISHED DUE TO DETERIORATION AND DAMAGE. OWNER OPTION TO REPLACE WITH NEW FRAMING. AREA HAS BEEN EXPOSED TO MOISTURE MD THERE IS MOLD dROWING ON THE FPAMING. REMOVE AND REPLACE DAMAGED COMPONENTS. REMEDIATE MOLD AND MILDEW, AND RECONSTRUCT PER qfr CORRECTION NOTES BELOW. 1. SEE SHEET S1.0 FOR STRUCTURAL NOTES AND CODE REQUIREMENTS. 3. SEE SHEET S4.0 FOR TRUSS ELEVATIONS AND CONNECTIONS. 0 LLIEt" w co la z co co DJ CO cr) _-: ii_r 0): z_l 4_ c, , -,,,r, ,., 0 < , _ , . , :__A . co PERMIT DRAWINGS ROOF FRAMING REVISIONS co 0 Lo co co F-20 1-Mc- Cr CC too CC '‹C <--i gl ! Lu2 mul- 'c'L.! r.,:v cc Sheet Contents CO ,11 00 LID 00 00 0 LLI MJL Drawn By SOG Checked By MJL Date 05-08-18 05-08-18 Project Number 18019 Sheet Number 3 of 4 SOLID BLOCKING BELOW POSTS SEE NOTE AT RIGHT SIMPSON CB66 BASE INTO TOP OF FOOTING cc /41 S 0 6X6 POST WHERE SHOWN ON PLANS EXISTING FLOOR SHEATHING EXTI 2X6ISFLNGOOR JOISTS EXISTING BEAM PER PLAN NOTE: IF POST IS OFF BEAM LINE, SLOT SHEATHING AND EXTEND POST TO FOOTING BELOW 6X6 POSTS PER PLAN PER PLAN 3°-0' SQ. ) #4 CONT E/W POST AND FOOTING BELOW NEW POSTS I I I I I I I I I I SOLID BLOCKING BELOW POSTS SEE NOTE AT RIGHT SIMPSON CB66 BASE INTO TOP OF FOOTING EXISTING FOOTING AND STEM WALL —41 6X6 POST WHERE SHOWN ON PLANS EXISTING FLOOR SHEATHING EXISTING 2X6 FLOOR JOISTS EXISTING BEAM PER PLAN NOTE: IF POST IS OFF BEAM LINE, SLOT SHEATHING AND EXTEND POST TO FOOTING BELOW 6X6 POSTS PER PLAN (5) #4 CONT E/W — POST AND FOOTING BELOW NEW POSTS ADJACENT TO WALL EXISTING CRAWLSPACE HAS STANDING WATE POOR DINAGE. SEE CORRECTION NOTE +: ELOW. ±58'-0" 8'-0" 9'—O n 5' On NSTALL 6 MIL VIS VAPOR BARF CRAWLSPAC SEE CORR NOTE EXISTING STEM WALLS TYP. REVISED ROOF FRAMING AND RELATED FOUNDATION CHANGES TYP NOTE: SINCE 2013, THE FLOOR HAS BEEN OPEN TO WEATHER AND THE EXISTING FLOOR IS MOISTURE DAMAGED. ALL FLOORING AND FLOOR SHEATHING IS TO BE REMOVED AND THE UNDERLYING STRUCTURE CHECKED FOR DAMAGE. REPLACE ALL DAMAGED COMPONENTS PER NOTES ON SHEET S 1.0. UEEN ER IN , TYP. CTION ELOW. �i- • 0 3'-0" 2 —0 \HAI 0 t • 0 0 I • 0 Q 0 z Li PT SKIRTING J OR STEMWALL AND FOOTING EXISTING N R;E B M C] z 4'-0" L�J A NOTE: ALL DIMENSIONS ARE APPROXIMATE AND SHALL BE FIELD VERIFIED. PROVIDE 2'-0 x2'-0 x 12" FOOTING W/(3) #4s E.W. BOT. BELOW 6X6 POSTS PROVIDE 3'-0 x1'-6"x12" FOOTING W/(3) #4s LONGIT. AND #4s @ 12" O.0 TRANSV. BOT. BELOW POSTS 5-0 U RELOCATE —' EXISTING PAD FOOTINGS AS .) REQUIRED, TYP.��OO�,�yQ 6 G•' A• c/o z z PROVIDE 1 '-8 x3'-0 x 12" FOOTING W/(3) #4s E.W. BOT. BELOW 6X6 POST Rol 5'-0 4'-0" 4X6 POSTS AND 6X6 BEAMS PRECAST S FOUNDATIO PIER BLOCKS 12" SQ. 16" BASES AT f4'-0" 0. C. TYP. 0 13. NOTE: VERIFY POST LOCATIONS IN WALL ABOVE. PROVIDE BEARING AND PADS IF THE ARE OFF OF EXISTING SUPPORT LINES, TYP. 3 4'-0" / 1 z I. = REPAIR i UNDERM ED PIER z Z ,_6. i 5 4 :: '—o" / 7 4 0 I CO +- Z o o co A. Z '? z 0 t CD 00- 4v V; co 0' ar tl,rye, ® 6X6 POSTS AND o 6X8 BEAMS CAST IN PLACE \— CMUBL••K STEMWAL . o FOUNDATION PADS 20" SQ., ® ±6'—O" O.C. TYP. Z o o Z Z /-/ CMU BLOCK —\\ STEMWALL PROVIDE 1'-8"x7'-0 x12" FOOTING W/(3) #4s 6X6 POSTS LONGIT. AND #4s ® 12" O.0 TRANSV AT ± 6'-8" O.C. BOT. BELOW 4X6 POSTS 7'-3" t 5'-0" — THIS AREA TO BE DEMOLISHED DUE TO DETERIORATION AND DAMAGE. OWNER OPTION TO REPLACE WITH NEW FRAMING. EXISTING CRAWLSPACE HAS STANDING WATER AND POOR DRAINAGE. SEE CORRECTION NOTE BELOW. 7 - INSTALL 6 MIL VISQUEEN VAPOR BARRIER IN CRAWLSPACE, TYP. SEE CORRECTION NOTE BELOW. 6'-0" 7._3" FOUNDATION PLAN 1/4"=1'-0" NOTE: 1. SEE SHEET S1.0 FOR STRUCTURAL NOTES AND CODE REQUIREMENTS. 2. SEE SHEET 53.0 FOR ROOF FRAMING PLAN AND DETAILS. 3. SEE SHEET 54.0 FOR TRUSS ELEVATIONS AND CONNECTIONS. CRAWLSPACE/DRAINAGE CORRECTION NOTE: TO REMOVE WATER, NSTALL PERMANENT SUMPS AND PUMPS TO REMOVE WATER FROM CRAWLSPACE. OUTLET TO WHERE IT WILL NOT CAUSE PROBLEMS. AFTER CRAWLSPACE HAS DRIED OUT, INSTALL 6 MIL VISQUEEN VAPOR BARRIER WITH 12" MIN OVERLAP AND TAPED SEAMS. TO ENSURE POSITIVE VENTILATION, INSTALL VENTILATION FANS OR PROVIDE NEW SCREENED VENTS WITH VENTILATION AREA OF 1/150TH OF THE FLOOR AREA. INSTALL 4" PERF. PVC PERIMETER FOUNDATION DRAINS AND TIGHTLINE ROOF LEADERS. DO NOT COMBINE. CHANNEL WATER AWAY FROM THE BUILDING. INSTALL AREA DRAINS, CATCH BASINS AND TIGHT LINE DRAINAGE SYSTEM IN ADJACENT AREAS TO KEEP WATER FROM RUNNING TOWARDS THE BUILDING. TYP CMU BLOCK CHIMNEY, SEVERELY CRACKED • w uj z 5 z w U , aZ J z Ow LLi Z o Z C5 414,7 .Un co i) co rn 0 z Cn c rn co x 0 m 0 0 In co cO co 0 2 0 u 2 >- z F NO. DATE REVISION PERMIT DRAWINGS ROOF FRAMING REVISIONS 05-08-18 00 t 0 co 0 N Sheet Contents z Q a_ z 0 F— Q 0 0 LL F- >G W F— J m C/) AMIL C. "BUSTER" EMERY 12900 W. SHELTON MATLOCK ROAD, SHELTON, WA 98584 PH. 360-581-6647 Designed By MJL Drawn By SOG Checked By MJL Date 05-08-18