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HomeMy WebLinkAboutPlan, Tentative APPLICANT 3/2/2023� ���=��0�00 ���� ^00��0 T `�� �~���° �m m �A U-%0-, m�m� �� ff IMF &E'& or a M M A k"** U U E 0 U The Bow Rack - Building Code Analysis 20Structural \ _ - -~ ~~- `~ lI/29/2Ul2 Location: 392[lStreet Springfield, OR97477 Tax Map: 17'03'26-24-02100 Scope fWork: This project consists ofanaddition and remodel ofanexisting cornnneroie| building. Building A 5141 SF (Existing Total) 7S8lSF(Total Following Addition) Zone:�-2(�onnmnun|tyConnrnercia|) Building Codes: JO19Oregon Structural Specialty Code (OSSC) 2Ol9Oregon Fire Code (OFC) 2O2lEnergy Efficiency Specialty Code (OEESC) Deferred Submittals: Electrical and Lighting Plans Plumbing Plans Mechanical Plans and Energy Compliance Documentation OSSC Chapter 3 Use andOcc Classification: e Group B - Business (Office Space + Training and Skill Development) (3O4.l) e Group WY - Mercantile (Retai|) OSSC Chapter 5 General Building Heights d Areas: • Construction Type -5B w Proposed Building Area -7581SF o Allowable -9000 SF(Table 5O8.2) * Proposed Height' 1 -story- 13 feet o Allowable '4Ofeet (Table 5O4.3) w Mixed Use and Occupancy (Section 5O8) o AdiaoentC}ccupanc|es-Group K4 (Mercantile) o Separation Requirements (Table 5U8.4) - GroupBandGroupM-Sepanationnotrequ|ned • FireSpr|nk|cry-MotProvided OSSC Chapter 6 fConstruction: • Retai|Aneas- M Occupancy, 5B Construction (Table 502) oExterior Walls < 5f1fire separate distance ° 2-hourrating required m Apply toboth &4and 8areas (Brequires l -hour) OSSCChapter 7 Fire and Smoke Protection Featnes • Retail Areas -W4Occupancy, 513Construction (Table 6O2) o Exterior Walls < 5 ft fire separate distance = 2-hourrating required • Apply toboth Mand Bareas (Brequires l -hour) F K U J EC"' T ou"" I R" E C" TO R] PERMIT NO: lreffiNWU RIVERS EDGE ENGINEERING 80810 Davisson Road Creswell, OR 97426 ELECTRICIAN 1,8 WEST Q STREET SPRINGFIELD, OR. 97471 541-747-6638 - X303 GENERAL 1-1.0 PROJECT INFORMATION ARCHITECTURAL A -1.0 FIRE LIFE AND SAFETY, REVISED FLOOR PLANS, FRAMING DETAILS A -2.0 ROOF FRAMING AND FOUNDATION A -3.0 ELEVATIONS AND SECTIONS A -4.0 EXISTING FLOOR AND ELEVATIONS PARKING REQUIREMENTS POD UNITS -5 (OFFICES, LOBBY AND COMMON AREAS) 11 - TOTAL SPOTS REQUIRED (50%- REDUCTION) = 5.5 4 SPACES TOTAL (1- ADA SPACE) BICYCLE PARKING 10.21111 111010i " 1011.04 LIT, IZMA 1IN 114 10 TABLE 1 REQUIRED STRUCTURAL SPECIAL INSPECTIONS INSPECTION 01.26.22 IBC CODE CODEorSTANDARD FREQUENCY SYSTEM or MATERIAL REMARKS REFEREN REFERENCE CE REVISION CONCRETE SPECIAL INSPECTIONS APPLY TO ANCHOR PRODUCT NAME, TYPE, AND DIMENSIONS, cc HOLE DIMENSIONS, COMPLIANCE WITH DRILL INSPECTION OF ANCHORS 1909.1 ACI 318: Ul LD BIT REQUIREMENTS, CLEANLINESS OF THE INSTALLEDIN TABLE 3.8.6,8.1.3,21,1,8 MINE)" X HOLE AND ANCHOR, ADHESIVE EXPIRATION HARDENED CONCRETE 1705,3 DATE. ANCHORIADHESIVE INSTALLATION, LU ANCHOR EMBEDMENT, AND TIGHTENING TORQUE OSSC Chapter 10 Means of * Ceiling Height (Section 1003.2) � o Minimum 7'-6"' ` o 10'-6" Provided * Floor Surface (Section IC03.4) oSlip resistant floor surface required per note 6,sheet 2. o Concrete floor with non -slip sealer * Occupant Load (Section 1OO4) oBusiness Areas -l5USF/Occupant = 5O6O8F/15OSF/Occ=34Occupants oMercantile Areas -6OSF/C)ccupant - Z52OSF/6OSF/Occ=42Occupants oTotal Occupant Load -75Occupants * Means ofEgress Sizing (Section IOO5) • Stairway egress sizing required (1OO5.g.1) ' = NA oOther areas ' required capacity based mnoccupant load (l0O5.3) * O.2inch per occupant * O.2n78=l5.2inches = Egress sizing controlled bycomponent * Number of Exits and Exit Access Doorways (Section 1OO8) oTable 1OO6.2.1-Spaces with One Exit orExit Access Doorway o Occupancy B/M,OL>3C\Without Sprinkler System ° Maximum Occupant Load mfSpace * 49 occupants = K4axirnuno Common Path ofEgress Travel Distance * 75 feet * Exit and Exit Access Doorway Configuration (Section 1OO7) o One exit required, per 1006.2.1. * Means ofIllumination (Section 1OO@) o Means of egress illumination level shall not be less than Ifoot-cand|e at the walking surface (1UO8.2.I) = Illumination and lighting plan to beadeferred submittal * Doors, Gates, and Turnstiles (Section 1O1O) o Size ofdoors (1OlO.1.2) - 32inch < door width <40inch * 36 inches provided - Height ofdoor openings shall not beless than @Dinches * 8Oinches provided o Direction ofSwing (1O1O.l.2.1) ° OL< 50l inward swing adequate • Door opening force shall not exceed 5 pounds (Section 1010.I.3) 0 Floor elevation (1010.1.5) - Floor elevation uneach side ofthe egress door shall be equivalent o Thresholds (1010.1.7) = Threshold shall not exceed 8" * 8"orless noted mnplans * Raised thresholds shall bebeveled and not exceed 50% slope ChaAccessibility: w Accessible Parking Spaces oTotal parking spaces provided <25 o Required Accessible parking spaces 1 OSSC Chapter Plumbing * Minimum Number ofRequired Plumbing Fixtures (Table 2902.1) oOccupancy M - Retail '42Occupant Load " Water Closets -1per SO0occupants * lrequired, 1provided (existing) ° Lavatories -1per 75Ooccupants * 1required, 1provided (enisting) - Separate facilities not required per 2902.I,exception 3. oOccupancy B - Business- S4Occupant Load � Water Closets -1per 35for the first 5Oand 1per SOfor the remainder exceeding SO * 2 required, 2provided (exiyting) � Lavatories '1per 4Ofor the first 8Oand 1per MOfor the remainder exceeding 8O * 1 required, l provided (existing) Separate facilities not required per 2902.2, exception 4. 1. General Requirements 1.1. Governing Codes and Standards 1.1.1. All codes and standards listed herein are amreferenced and amended bythe local authority having jurisdiction: 2O1BOregon Specialty Structural Code 1.2. Statement of Special Inspection 1.2.1. The owner shall employ onindependent approved testing agency to oversee and inspect the following portions ofstructural work requiring special inspection. 1.3. Loads and Design Criteria 1.3.1. General Risk Category: U Occupancy: B/M Construction Type: Type5B Occupancy Load: 76 1.3.2. Snow Loads -25pef(Ground) 1.3.3. Live Loads Roof Live Load: 2Opef 1.3.4. Wind Design Data Basic Design Wind Speed '12Omph (8Mmph ASD) Risk Category -|| Wind Expomure-B Internal Pressure Coefficient -0.18 ComponentoendC|add|ng-NA 1.3.5. Seismic Loads Main Lateral Force Resisting System -Light-framed vvaUo sheathed wYwood structural panels -R=G.5'Oe=O.0OS8 Seismic Load Analysis per ASCE 7-10 Ch 12.8 - Equivalent Lateral Force Procedure Site Class: D |E: 1.0 Seismic Design Category: D Risk Category: U SI: 0.3839 8ml: 0.736 8oI: 0.480 r"1UU-C7|Kk64 5A.t�5, F-WMY 5P/CF-' ' 5FP,\/|CF TECH APF-A/\NC7 /\RCHF_P,Y P/\Nb-iF_ ( r_-X15f1N(A_} r3ADHP�,00M'5 & OFFICF- FIF�[_(7c/lrl 1N6 5P{715 GARBAGE / 8ENCLOSUREU � ` \ ` @ ��N ��\��|�V�| �|k�N�|�N���|���������|N����N��|���� �^�//�/ r`�v^�/�/p. / �/ v�~/m/ / /u_�~ ��^//v��~/`/~//�//�~^ / /`./�/r` /�/ �//^^���^r`//`v�� `" �^�_//�~// /`.�«_' / /�//`�OEM IVA 01.26.22 PP,1�L-1AA1NPPY REVISION cc Ul LD fly MINE)" LU 1115% Ld LU IVA O , 60 Nr 17A* -O" HARDWARE SCHEDULE SET # DESCRIPTION HARDWARE HDWR GYPSUM PANEL PRODUCTS, [A j " (1)1 PR. DOOR BUTT HINGES NOMINAL STUD 1. Nailheads - Exposed or covered with joint finisher. (1) EA. LEVER KEYPAD LOCK SET 1 EXTERIOR MAN DOOR (1) EA. AUTO CLOSER FIELD NAILING WIDTH AT ABUTTING (1) EA. METAL LATCH GUARD classified veneer baseboard. joints reinforced. I21-VI5r_ P PANIC EXITING HARDWARE 2 INTERIOR MAN DOOR THAT LISTED FOR SET #1 SAVE and 8d cement coated nails 2-3/8"long 0.113 in. shank.diam, 9/32 in. diam heads. INSTALLED PANIC HARDWARE NEW WALLS AT OFFICE SPACE ( 120" / 101-0"+/-) DOOR SCHEDULE DOOR DOOR FRAME HDWR GYPSUM PANEL PRODUCTS, [A j " FIBER -CEMENT SIDING, WOOD STUDS � t NOMINAL STUD 1. Nailheads - Exposed or covered with joint finisher. CASE NOTES # EDGE NAILING FIELD NAILING WIDTH AT ABUTTING ANCHOR BOLT SIZE AND SPACING classified veneer baseboard. joints reinforced. I21-VI5r_ P 3. Nails- 6d cement coated nails 1-7/8" long 0.0915 in. shank diam, a in. C D E EF]J SET PANELS and 8d cement coated nails 2-3/8"long 0.113 in. shank.diam, 9/32 in. diam heads. INSTALLED HEIGHT THICKNESS MATERIAL RATING FINISH MATERIAL FINISH 4" O.C. OR J"@ 32" 1 EXISTING 361x80" 1411 INSUL 30 MIN MANUF HOLLOW MANUF 1 FRONT J"@16" OR J"@ 24" SW6 4" O.C. 4135 See 2, 63, 7c METAL u Design u308) BOTH SIDES METAL ---------- 5/8" GIaSRoc@ Sheathing Type 4X 2 NEW 36"x80" 1411 GLASS/ METAL 30 MIN MANUF METAL MANUF 1 SIDE ACCESS 3 NEW 36"x80" 14P1 WOOD/ GLASS 30 MIN MANUF WOOD MANUF 1 REAR ACCESS cut washer is placed between the plate washer and the nut. The plate washer shall extend to within" of the edge of the bottom plate on the side(s) with sheathing. ---------- 5/8" Gold Bond@ Brand 2 FIRE -SHIELD® Gypsum Sheathing PABCO Gypsum 518" FLAME CURB@ Type 4 NEW 36"x80" 1411 WOOD N/A MANUF WOOD MANUF 2 BATHROOMS SOLID 5 NEW 72" 80" 1 41t METAL GATE N/A PAINTED METAL PAINTED ACCESS 6 NEW 36" X 8016 1 11 WOOD N/A MANUF WOOD MANUF 2 BATH/ STORG 7 NEW 42" X 80"12 METAL N/A PAINTED METAL PAINTED LOCK OFFICE 8 NEW 36" X 80" 11" METAL N/A MANUF METAL MANUF 2 OFFICE OEL - EMERGENCY LIGHTING PENDENT -(WALL MOUNTED OR CEILING) r SEL — EMERGENCY LIGHTING - EXTERIOR DOOR EMERGENCY LIGHTING EXIT - ARROWS INDICATE DIRECTION TRAVEL — ALL EMERGENCY LIGHTING FIXTURES TO PROVIDE MIN. 1 FT CANDLE AT THE WALK LINE DRAWING LEGEND 4) — INDICATES OCCUPANT LOADS OF ROOMS /AREAS PATH OF EGRESS KEYEDLPLAN NOTES CAICt1U.cA IMI 2 X CRIPPLES @ 16 HDR PER PLAN 2X DOOR TRIM EXISTING RETAIL/ SHOOTING RANGE TO BE 105 2" A.F.F. ARCHERY/ SHOOTING AREA WALLS TO BE 105 2" A.F.F. !\V15P FLOOP,, PLAN AI\F,—rA1L, 1 N t\AN61� scA,�; I fgil J illOil KING STUD 2X TRIMMER SUPPORTS DR 1 a' MIN BRG, 2 X PLATE @ CONCRETE MAX75° FOR PRIMARY EGRESS PLAN FROM ROOMS EGRESS ROUTES ROUTE -A 611- 6" FROM FURTHEST POINT TO ESCAPABLE ROUTE ROUTE -B 331 - 6" FROM FURTHEST POINT TO ESCAPABLE ROUTE 2" GYP. BOARD BOTH SIDES BLOCK AS NEEDED 2 X 4 DF#2 STUDS @ 16" D.G. TITEN HD SCREWS @ 48" O.C. EXISTING CONCRETE SLAB I i E 1 i I E i ! L--- _.--.-------3 TITEN ANCHOR MII EXPOSED PIPES/ SURFACES TO BE PROTECTED PER ICC/ANSI A117.1 SEC. (606.6) $„ 0 LEVER TYPE ADA HANDLES I (309) t{? cn I. 36" 32" 17"-19" ABOVE FLOOR A117,1 (604.4) H!- \I V P I C \1 AC C L- 55 f L-' L_ L— X 4 DF#2 STUD @ 16" O.C. 2 X 4 P.T. SILL PLT. [TEN HD AT 4" O.C. AND 2" OF CORNERS (TYPICAL) -sntra�-r� int fnlr'tis-rtnnl EXISTING TRUSSES I 177 71 f F__ ATTACH TOP PLATE TO TRUSSES W/ (3) 16d NAILS @ 24" O.C. @ iPERPENDICULAR CONNECTION'---_ 2 X 4 DF#2 STUDS @ 16" O.C. 2" GYP BRD EACH SIDE BLOCK AS NEEDED EXISTING CONCRETE SLAB TO REMAIN AS -IS 12" 42" t__ max 39"-41 " _7 Z0COAT HANGER 15"-40" IN HEIGHT `?CAL[✓: I / �`' l � I , �� t Zn M cY7 - 24"-42" FROM REAR WALL 18"-48" ABOVE THE WALL ELONGATED, OPEN FRONT SEAT OPEC SEC. (408/408.1) (1.6 GAL. / FLUSH W.C. (402.1)) NOTE: Y = 54" mint, if door has closer I i t ---------------.--J SHEARWALL SCHEDULE 263 (XUV) Design No. U301 PROPRIETARY" BEARING WALL RATED FINISHED RATE 2 - HOUR FIRE 66 MIN. GYPSUM PANEL PRODUCTS, [A j " FIBER -CEMENT SIDING, WOOD STUDS � t NOMINAL STUD 1. Nailheads - Exposed or covered with joint finisher. CASE SHEATHING NAILS EDGE NAILING FIELD NAILING WIDTH AT ABUTTING ANCHOR BOLT SIZE AND SPACING classified veneer baseboard. joints reinforced. I21-VI5r_ P 3. Nails- 6d cement coated nails 1-7/8" long 0.0915 in. shank diam, a in. C D E EF]J diam. heads, PANELS and 8d cement coated nails 2-3/8"long 0.113 in. shank.diam, 9/32 in. diam heads. SW1 tis" OSB OR Y2" PLYWOOD fid (COMMON MON GALVANIZED SOX) 6" Q.C. 12" O.C. 2X 1" a Q. SW2 4" O.C. OR J"@ 32" SW3 3" O.C. J"024" OR "@ 32" SW4 2" O.C. 4X J"@16" OR 8"@ 24" SW5 7 its" OSS OR J2" PLYWOOD 6„ Q.C. 2X J"@16" OR J"@ 24" SW6 4" O.C. 4135 See 2, 63, 7c 4"@12" OR 8"@ 16" u Design u308) BOTH SIDES ---------- 5/8" GIaSRoc@ Sheathing Type 4X SW7 3" O.C. J "@ 12" SW8 2" O.C. 8" GENERAL NOTES: — All shear walls panels shall not be less than 4'x8', except at boundaries and changes in framing. Panel edges shalt land on framing members or blocking with all edges fastened per the shear wall schedule FiireguardO — All nails referenced in the shear wall schedule shall be of the following types and min -sizes: Lafarge North America Inc. 5/8" Firecheck@ Type X 8d common (2 J" x 0.131") or gal. box (2 }" x 0.113), t Od common (3" x 0.148") pr gal. box (3" x 0.128") ---------- 518" Firecheck® Sheathing — Locate nails at least a from edge and ends of panels and members as well as between rows. Type X All sheathing shall lap onto and be "edge nailed" to all boundary members with attached holddowns. National Gypsum Company - 5/8" Gold Bond® Brand — Foundation anchors bolts shalt have steel plate washer under each nut not less than (0.229" x 3" x 3') in size. The hole in the plate washer shall be permitted to have a 1-3/4" tong diagonal slot with a width of up to 16" larger than the bolt diameter, provided a standard cut washer is placed between the plate washer and the nut. The plate washer shall extend to within" of the edge of the bottom plate on the side(s) with sheathing. 48" LAP W/ (2) ROWS 16d COMMON NAILS @ 4" O.C. - OFFSET ROWS i TOP 16d NAILS 6 E S t ELEVATION TOP PLATE SPLICE AT LONG WALLS SCALE: 1= 1`-O" i I\ W! [,1— V V TAI L_ FW - 2 - HOUR FIRE WALL f o FIRE RESISTANCE RATINGS - ANSI/UL 263 (XUV) Design No. U301 PROPRIETARY" BEARING WALL RATED FINISHED RATE 2 - HOUR FIRE 66 MIN. GYPSUM PANEL PRODUCTS, [A j " FIBER -CEMENT SIDING, WOOD STUDS � t -- 1. Nailheads - Exposed or covered with joint finisher. I;I:VI5F_�Ir) 2. Joints - Exposed or covered with fiber tape and joint finisher, as an Pl�VI5F;P alternate, IlIrVI5E�p normal 32 I. thick gypsum veneer plaster may be applied to the entire surface of F -N6/ C�IP 5r -i- classified veneer baseboard. joints reinforced. I21-VI5r_ P 3. Nails- 6d cement coated nails 1-7/8" long 0.0915 in. shank diam, a in. C D E EF]J diam. heads, and 8d cement coated nails 2-3/8"long 0.113 in. shank.diam, 9/32 in. diam heads. 4. Gypsum Board - ° - 5/8" in. thick, two layers applied either horizontally or s) HARDY SIDING - 4'X 8SHEETS vertically. Inner layer attached to studs with the 1-7/8 in. nails spaced 8" o.c. Vertical B) ?s" O.S.B. SHEATHING, joints located over studs. All joints in face layer staggered with joints in base layer. C) (2) LAYERS? TYPE "x" GYPSUM joints of each base layer offset with joints of base layer on opposite side. D) 2 X 6 STUDS @ 24" O.C. When used in widths other than 48 in. gypsum board to be Installed horizontally. E) wool INSULATION F) (2)- LAYERS t TYP "X" GYPSUM (LOAD BEARING) Thickness: 6118" PROPRIETARY GYPSUM PANEL PRODUCTS Approx. Weight: 14 psf Fire Test: SWRI 01-5920 6t4, 22.5 94 American Gypsum Company LLC - 5/8" FireBloa Type X ---------- 5/8" Exterior Sheathing Type X 4135 See 2, 63, 7c CertainTeed Gypsum Inc. - 5/8" PrORoc@ Type X u Design u308) Gypsum Panels ---------- 5/8" GIaSRoc@ Sheathing Type X Gypsum Panels Georgia-Pacific Gypsum LLC 5/8" DensArmor Plus@ Fireguard®R Interior Guard ---------- 5/8" DensGiass Gold? FiireguardO Lafarge North America Inc. 5/8" Firecheck@ Type X ---------- 518" Firecheck® Sheathing Type X National Gypsum Company - 5/8" Gold Bond® Brand FIRE-SHIELDO Gypsum Board ---------- 5/8" Gold Bond@ Brand FIRE -SHIELD® Gypsum Sheathing PABCO Gypsum 518" FLAME CURB@ Type X --------- 5/8" Exterior Gypsum Sheathing Type X Temple -inland 5/8" Type X ---------- 5/8" Type X Sheathing 5 - 16d NAILS @ EACH BLK TO TOP PLT. 3- 16d NAILS @ EACH BLK -� BLOCK BETWEEN TRUSSES ATTACH TO WALL FRAMING @ 24" O.C. MIN. EXISTING TRUSSES @ 24" O.C. i I I t i ! f BLOCK AND PLATE @ TOP OF WALL ATTACH TO TRUSSES I E I I 2 X 4 DF#2 STUDS @ 16" D.C. I '"GYP BRD EACH SIDE I BLOCK AS NEEDED I ! l ! I i ,11 2 X 4 P.T. HF##2 SILL PLT @ CONCRETE j USE "" X 5 TITEN ANCHORS a@ 48" O.C. i t I I I L ---------------------J EXISTING CONCRETE SLAB TO REMAIN AS -IS BLOCK BETWEEN TRUSSES ATTACH TO WALL FRAMING @ 24" O,C. MIN. I I I 1 I i i I I ! I t ! ! 2 X 8 DF#2 BLOCK LAY FLAT TO TOP PLT. L-------- _. -- —.---,-.—_J BLOCK AND PLATE @ TOP OF WALL ATTACH TO TRUSSES c 0_ PAS : I PFS 5C1:1 r -1 ­ION ; 01.26.22 PI,F_LII /iINAP, Y 02.15.22 I;I:VI5F_�Ir) Pl�VI5F;P IlIrVI5E�p 12.02.22 F -N6/ C�IP 5r -i- 12.19.22 I21-VI5r_ P REVISION DBL TOP PL SEE TOP PL PANEL EDGE SPLICE DETAIL 1/SD2 PLYWOOD FIELD NAILING FASTENING 12" O.C., U.N.O. PROVIDE FULL HT. DBL STUDS (MIN.) @ OPENINGS W/ HOLDOWNS, U.N.O. (REF. PLANS) STAGGERED EDGE NAILING -- @ FULL HT, DSL STUDS ATTACHED TO HOLDOWN CRIPPLE WALL ABOVE OPENING HEADER TRIMMER OPENING P.T. SILL PL TOP OF CONC. FOUNDATION TOP OF CNC: DBL STUD @ END OF WALL (MIN.) W/ STAGGERED EDGE NAILING, TYP. ALIGN VERTICAL PANEL EDGES W/ STUD PROVIDE BLK'G @ ALL HORIZ. PANEL EDGES. 3x BLK'G & STUDS SHALL BE USED ON ALL PANEL EDGES WHEN SHEATHING IS APPLIED TO BOTH FACES & EDGE NAILING IS LESS THAN 6" A307 A.B. SEE S.W. SCHED. 1 FOR SPACING. PROVIDE (2) A_B.'S PER SILL PIECE (MIN) W/ END BOLTS LOCATED NOT MORE THAN 12" FROM END & NOT LESS THAN 4�' FROM END, PROVIDE PL WASHERS PER ANSI/AF&PA SDPWS-08, SECTION 4.3.6.4.3 1 HOLDOWN, SEE PLAN FOR SIZE. % AS APPLICABLE 4 0" 4 1'_0 WHERE OCCURS d ! MAX l ti�+ MAX. "1 LYWOOD EDGE NAILING STAGGER NAILS, SEE S.W. SCHED. FOR NAIL SPACING PLYWD SHEAR WALL ELEV SCALE: 1= V-0" ! HOLDOWN POST/STUDS PER PLAN: NOTE: @ MULTIPLE STUDS ATTACH EA. PLY W/ 10d NAILS @ 6" O.C. (STAGGERED) TRIMMER STUD(S) SUPPORTING WINDOW OR DOOR HDR'S, DO NOT ATTACH HOLDOWNS TO THEE STUDS S.W. EDGE NAILING FULL HT. OF POST, STAGGER NAILS S.W. SHEATHING PER PLAN BTM PLT. PER PLAN PL THICKENED EDGE FOOTING it A307 THD'D ROD @ HOLDOWN W/ COUPLER NUT TO SSTB ANCHOR HOLD DAWN T'IE 5" CONCRETE SLAB ON GRADE: �a jam' F T-1 - 21 _a , #4 CONTINUOUS REBAR (2) MIN, PER OPENING - s 12" SLAB EDGE @ DOOR OPENING SCALE: 1= 16_0" e ANCHOR REQUIREMENT WOOD STUD REQUIREMENT WOOD STUD FASTENER REQUIREMENT HDU2 SSTB20 Q Is, HDU4 SSTB24 (2) 2 X 6's (10) y4" X 2 v/2" SDS HDU8 SSTB28 6 x 6 (20) 1" x 2 21" SDS ---------------- \ \ 4t e-- O 7" EMBED MIN. 8INTO THICKENED D EDGE® " ( \ Iw �- r .S, IS 3 30„X30„X12"�? _ .... LAIJ W ' i //0� iris - - SPECIAL INSPECTION REQUIRED ( CONCRETE FTG. Alf L11 110 Am Lli is I N I I HDU2 SSTB20 I W/ (4) ##4 BARS \ DBL STUD @ END OF WALL (MIN.) W/ STAGGERED EDGE NAILING, TYP. ALIGN VERTICAL PANEL EDGES W/ STUD PROVIDE BLK'G @ ALL HORIZ. PANEL EDGES. 3x BLK'G & STUDS SHALL BE USED ON ALL PANEL EDGES WHEN SHEATHING IS APPLIED TO BOTH FACES & EDGE NAILING IS LESS THAN 6" A307 A.B. SEE S.W. SCHED. 1 FOR SPACING. PROVIDE (2) A_B.'S PER SILL PIECE (MIN) W/ END BOLTS LOCATED NOT MORE THAN 12" FROM END & NOT LESS THAN 4�' FROM END, PROVIDE PL WASHERS PER ANSI/AF&PA SDPWS-08, SECTION 4.3.6.4.3 1 HOLDOWN, SEE PLAN FOR SIZE. % AS APPLICABLE 4 0" 4 1'_0 WHERE OCCURS d ! MAX l ti�+ MAX. "1 LYWOOD EDGE NAILING STAGGER NAILS, SEE S.W. SCHED. FOR NAIL SPACING PLYWD SHEAR WALL ELEV SCALE: 1= V-0" ! HOLDOWN POST/STUDS PER PLAN: NOTE: @ MULTIPLE STUDS ATTACH EA. PLY W/ 10d NAILS @ 6" O.C. (STAGGERED) TRIMMER STUD(S) SUPPORTING WINDOW OR DOOR HDR'S, DO NOT ATTACH HOLDOWNS TO THEE STUDS S.W. EDGE NAILING FULL HT. OF POST, STAGGER NAILS S.W. SHEATHING PER PLAN BTM PLT. PER PLAN PL THICKENED EDGE FOOTING it A307 THD'D ROD @ HOLDOWN W/ COUPLER NUT TO SSTB ANCHOR HOLD DAWN T'IE 5" CONCRETE SLAB ON GRADE: �a jam' F T-1 - 21 _a , #4 CONTINUOUS REBAR (2) MIN, PER OPENING - s 12" SLAB EDGE @ DOOR OPENING SCALE: 1= 16_0" 0 176'-0"P 102'-0" 39 HOLDOWN SCHEDULE SIMPSON MODEL NO. ANCHOR REQUIREMENT WOOD STUD REQUIREMENT WOOD STUD FASTENER REQUIREMENT HDU2 SSTB20 Q (6) %4" X 2 I2" SDS HDU4 SSTB24 (2) 2 X 6's (10) y4" X 2 v/2" SDS HDU8 SSTB28 6 x 6 (20) 1" x 2 21" SDS ---------------- \ \ 4t e-- O 7" EMBED MIN. 8INTO THICKENED D EDGE® " ( \ Iw �- r W/ SET -313 EPDXY IS 3 30„X30„X12"�? _ .... LAIJ W 0 176'-0"P 102'-0" 39 HOLDOWN SCHEDULE SIMPSON MODEL NO. ANCHOR REQUIREMENT WOOD STUD REQUIREMENT WOOD STUD FASTENER REQUIREMENT HDU2 SSTB20 (2) 2 X 6's (6) %4" X 2 I2" SDS HDU4 SSTB24 (2) 2 X 6's (10) y4" X 2 v/2" SDS HDU8 SSTB28 6 x 6 (20) 1" x 2 21" SDS 43'-6" 22'-6" 2'-0- 39'-J" 2x STUD WALL SHEATHING AND A307 A.B. SEE S.W. SCHED, FOR SIZE & SPACING. NAILING PER S.W. SCHED.; PROVIDE.A STEEL PLATE WASHER BETWEEN THE SILL EQ (SHEATHING ON BOTH PLATE & NUT NOT LESS THAN 0,229"x3"x3" IN SIZE.SIDES WHERE OCCURS) _ EDGE OF PLATE WASHER SHALL BE WITHIN 1/2" OF �_ EDGE OF SILL PLATE ON THE SIDE WITH SHEATHING (WHERE SHEATHING IS REQUIRED @ BOTH SIDES, 112 11" ALTERNATE SIDES) MAX. MAX. ALL S.W. TYPES W/ 6" P.T. SILL PLATE S.W. SILL PLT ANCR SCALE: 1.- 1P_0" 6 MIL. (MIN) 1/8" SAW CUT VAPOR BARRIER BETWEEN (SAW NEXT DAY FROM POUR) GRAVEL AND SAND LAYER SAND OR SANDY GRAVEL i- 4 COMPACTED STRUCTURAL FILL UNDISTURBED EARTH - 14 ;:'; SAW CUTJOINT NOTE: CONTROL JOINTS TO BE 10'-0" O.C. MAX. CONCRETE SLAB JOINTS WALL SHEATHING (WHERE OCCURS) - 2x DF STUDS @ 16" O.C., U.N.O. REF. PLAN/SHEAR WALL SCHED. FOR FASTENING REQUIREMENTS. 2x SILL PL W/"'0 TITEN HD SCREW...... ............. ,,,,,,,,,,,,.�PLATE WASHER PER S.W. SCHED. ANCHOR W/ 4$" MIN EMBED @ 48" O.C.EDGE NAILING (U.N.O. PER S.W. SCHED.) 4" CONC. SLAB ON GYP. PER ARCH. GRADE PER PLAN { 11Eiii.; _III= PER PLAN FTG. SIZE & REINF. BEARING INT. WALLS CONCRETE 1. CONCRETE SHALL BE 5-7% AIR ENTRAINED WITH A MINIMUM COMPRESSIVE OF STRENGTH OF: A) 250OPSI FOR BASEMENT WALL AND FOUNDATION NOT EXPOSED TO WEATHER AND FOR BASEMENT SLABS AND INTERIOR SLABS ON A GRADE. B) 3000PSI FOR BASEMENT FOUNDATION AND EXTERIOR WALLS AND OTHER VERTICAL WORK EXPOSED TO WEATHER. C) 350OPSI FOR CARPORT AND GARAGE FLOOR SLABS AND PORCHES AND STEPS EXPOSED TO WEATHER. [TABLE R402.21 2. ALL CONCRETE FORM WORK TO BE ADEQUATELY TIED TOGETHER AND BRACED TO FORM A TRUE, SQUARE CORNERS, AND PLUMB WALLS. 3. ALL REINFORCING BARS SHALL CONFORM TO ASTM SPEC (A625 DEFORMED BARS WITH MINIMUM YIELD STRESS OF 60,OOOPSI) WELDED WIRE FABRIC TO BE 6X6, 100, CONFORMING TO ASTM SPEC 185. 4. POURED FOOTING TO BE POURED ON LEVEL (LESS THAN 1" IN 10'-0" SLOPE) UNDISTURBED SOIL, 5. INSTALL 3" X 3" X 0,229 PLATE WASHERS BETWEEN FOUNDATION SILL PLATE AND NUT ON ALL FOUNDATION BOLTS 6. CRAWL SPACE VENTING MINIMUM 1.0 SQ FT FOR EACH A50 SQ FT OF FOUNDATION AREA METAL 1. ALL FLASHING TO BE 24 GA G.I. METAL. GRAVEL STOPS AND BEAM CAPS TO BE 22 GA G.I. METAL. 2. ALL FRAMING CONNECTORS TO BE SIMPSON COMPANY OR APPROVED EQUIVALENT. 3. SIMPSON IMAX REQUIRED WHERE P.T. LUMBER USED. 4. SIMPSON H1 OR EQUIV. AT ALL TRUSS TO TOP PLATE CONNECTIONS. 14 It I t axisI t T/NL, SCISSO C ,$III IIIIIII!'j�� III f { t IIIIIIII IIII f 111111,1j It IIII I VIII I ! IIII I _ I Itltl! IIII t 11111,1 11 II ___ t I III' t alllllllj fl II IjI still it III ,II 1111111' II'Il III STANDARD ROOF FRAMING 1. EXPOSED PLYWOOD TO BE EXTERIOR GRADE CCX NAILED AT 6" EDGE AND 12" FIELD U.N.O.. 2. ALL DIMENSION LUMBER TO BE DOUGLAS FIR -LARCH ##2 OR BETTER U.N.O.. 3. ALL WALLS TO BE DOUBLE PLATED, AND PLATE JOINTS WILL NOT HAVE LESS THAN 48" OVERLAP. TOP PLATE OF INTERIOR PARTITION WALLS SHALL TIE FULLY INTO EXTERIOR WALL PLATE. 4. PROVIDE OPERABLE EGRESS WINDOWS AT BASEMENT AND EVERY SLEEPING ROOM WITH A MINIMUM CLEAR OPENING OF 5.7 SQ FT (GROUND FLOOR EGRESS WINDOW MIN. 5 SQ FT). LEAST OPENABLE HEIGHT SHALL BE 24" AND WIDTH SHALL BE 20". SILL HEIGHT NO MORE THAN 44" ABOVE THE FLOOR. [R310.1J 5. LEVEL CHANGES AT ENTRIES TO BE MINIMUM Y2" AND MAXIMUM 7 J". 6. EXTERIOR AND INTERIOR BEARING WALL HEADERS TO BE 4 X 6 DF -L #2 MIN. U,N.O., 7. PLUMBING WALLS TO BE 2 X 6 STUDS (VERIFY WITH PLUMBING CONTRACTOR). 8. PROVIDE BLOCKING FOR BACKING: SHOWER ROD, 84" HEIGHT; TOWEL ROD, 42" HEIGHT; CURTAIN ROD, EACH SIDE OF ALL WINDOWS. 9. ALL PRE -WIRING FOR TELEPHONE, TV, STEREO, ETC. TO BE COORDINATED WITH OWNER. 10. ALL TRUSSES TO BE PER TRUSS MANUFACTURER'S ENGINEERING SPECIFICATIONS. TRUSS DETAILS TO BE PROVIDED UPON FRAMING INSPECTION. TRUSS MANUFACTURER TO VERIFY ALL SPANS AND CONFIGURATIONS PRIOR TO TRUSS FABRICATION. 11. TRUSSES SHALL NOT BEAR ON INTERIOR PARTITIONS UNLESS SO DESIGNED. 12. PROVIDE SOLID BEARING AT GIRDER TRUSSES ON MINIMUM (2) 2X6 STUDS U.N.O.. 13. INSULATION BAFFLES TO BE CDX PLYWOOD (OR APPROVED EQUIV.); NO FELT PAPER ALLOWED. USE SCRAP IF AVAILABLE. MSTC28 STRAP FROM EXISTING TO NEW TOP PLT. CONTINUE TYPICAL PERIMETER 2'-0" FOOTING HERE W/ 24" DEPTH 176°-0" PF_V15E�P �00F FP-,_AM1N6 PLAN EXISTING Lu TRUSSES I 5CAIA� : 1/8'' - 1 ' -011 134'-7" DOOR WINDOWB1 - 4X8 DF#2 MIN. S2 - 6X12 DF#2 MIN. B3 - 5 1/214 x 1891 24F -V4 GL13 MIN. 6'-0" HOLDOWN PER PLAN PROVIDE 9' GAP @ 16d @ 6" O.C, (20d WHERE NAILS ARE DRIVEN PLYWOOD CORNER JOINTS THROUGH SHEATHING OR GYPSUM BOARD) HOLDOWN--- POST PER PLAN PROVIDE GAP 16d @ 6" O.C. (20d PLYWOOD ° WHERE NAILS ARE CORNER JOINTS � HOLDOWN POST DRIVEN THROUGH PER PLAN SHEATHING OR WHERE WALL GYPSUM BOARD) SHEATHING IS REQ'D @WALL LINE @ BOTH SIDES, HOEDOWN EXTEND FULL WALL PLYWOOD EDGE NAILING, PER PLAN LENGTH (AS SHOWN) TYP. SEE S.W. PLAN & @ CORNER SCHED. FOR SIZE & SPACING @ INTERSECTION B-2 2 HOLDDOWN @ CORNER j� �'( SCALE_ 1.- 3.'--0" I I 3-2 X 6 DF#2 I COLUMNS r � I� I I I(3)- 2 X 6 DF#2 z ( `� COLUMNS u I J I U I MgNUPAGTUREp TRUSSES @ 24" O C. i {MATCH EXISTING SLOPE ROOfi AND Pq ' FET WALL I i 14 I TOP OF WALL EXISTING WALL AND ROOF LINE _ DETAIL I T_ I I z u I � I J I u i EXISTING WALL AND ROOD LINE NEW MANUFACTURED TRUSSES -REMOVE EXISTING REPLACE i\ L- V 1 5r_ v P-,, O ./ f r I \AM 1 1 \I PLAN AN 5C/ -\L- F-: I / 8" - - I' -0' ' CONTI�AC-rOF-, TO VE�PI�Y /-ALL PIME�N51ON5 opI,V 1�INCA & CON5 LICTION z O v 3 ; P,22 PP:IIMIN1 APY a � �i Q�VISC �F_Vls�p 2EVIs�p .22 -----..._.-_.-----------------_.-__._...--------------------------.__....-.- HDIU 2 EPDXY DOWEL 5/8" _ I ---------------- \ \ 7" EMBED MIN. 8INTO THICKENED D EDGE® " ( \ Iw r W/ SET -313 EPDXY IS 3 30„X30„X12"�? _ .... LAIJ W ' i //0� iris - - SPECIAL INSPECTION REQUIRED ( CONCRETE FTG. Alf L11 110 Am Lli is I N I I HDU2 SSTB20 I W/ (4) ##4 BARS \ I IC�, I I \ EACH WAY \\\ PROVIDE 18"X18"X20" j REMOVE SECTION OF SLAB DEEP CONCRETE FOOTING P FOR SSTB20 W/ (2) # 4 BARS \ DOWELED INTO SLAB EACH SIDE \ EXISTING 2 X 6 WALL TO BE REMOVED \ /A \\�\, iso NEW 5" CONCRETE SLAB CONNECTED I ' EXISTING 6" +/- CONCRETE SLAB TO EXISTING (AS PER PLANS) ( ON GRADE I GRADE CHANGE @ I #4 R.B. 48" O.C. EACH WAY I GARBAGE ENCLOSURE \ HDU2 l - I i%i '_ SPLICE #4 R.B. 24 MIN. I \ - - ^ill;=_�II' I ;- {�' -, i i --t. _ - - 7" EMBED ( 30'"/1JL"X i Gta q�30 X12 O I EXISTING #4 R.B. DRILL "' ROTO HOLE a I CONCRETE FTG. 1 ED HAMMER REBAR MIN. 7" TO EXISTING SLAB I , R #4 BARS S I ' MIN. 24- LAP @ NEW SLAB - I I c ``` i HDU8 I SSTB28 ► E EACH WAY I I 18" FTG. I I I EXISTING FTG. _ PROVIDE 18"X18"X24" EXISTING WALL AND ROOF LINE I I HDU2 REMOVE SECTION OF SLAB DEEP CONCRETE FOOTING ( I I SLAB EDGE @ DOOR OPENING ( SSTB20 FOR SSSTB28Wi(2)#4 BARS L------------ DOWELED INTO SLAB EACH SIDE -I --------------------'--`-------------------�`-----�--j I r- I , a ( 1 SCALE: 1= 14-0" - PROVIDE 18"X18"X20" j I co tv REMOVE SECTION OF SLAB DEEP CONCRETE FOOTING ADD (2)- #4 R.B. @BASE OF FTG. I I FOR SSTB20 W/ (2) # 4 BARS CONT. TO NEW FTG I I I DOWELED INTO SLAB EACH SIDE I ----------------------------------------------------------------------------- _ - - - - ---------------------------------------------------------------------------------� i DOWEL NEW TO EXISTING W/ #4 R.B. @ 48" O.C. I ( EMBED 7" MIN. IN EXISTING SIDE) I ADD (2)- #4 R.B. @ BASE OF FTG. i I I EXISTING WALL AND ROOF LINE 1 CONT. TO NEW FTG. I SSTB28 I I HDU8 I _ P" + _ I -In- I---------- ------------------------- I_.-------._---_._.._---------------------------------------------------_ - -.._.- .-__ ------------_.---------- 2'-0- 39'-J" 2x STUD WALL SHEATHING AND A307 A.B. SEE S.W. SCHED, FOR SIZE & SPACING. NAILING PER S.W. SCHED.; PROVIDE.A STEEL PLATE WASHER BETWEEN THE SILL EQ (SHEATHING ON BOTH PLATE & NUT NOT LESS THAN 0,229"x3"x3" IN SIZE.SIDES WHERE OCCURS) _ EDGE OF PLATE WASHER SHALL BE WITHIN 1/2" OF �_ EDGE OF SILL PLATE ON THE SIDE WITH SHEATHING (WHERE SHEATHING IS REQUIRED @ BOTH SIDES, 112 11" ALTERNATE SIDES) MAX. MAX. ALL S.W. TYPES W/ 6" P.T. SILL PLATE S.W. SILL PLT ANCR SCALE: 1.- 1P_0" 6 MIL. (MIN) 1/8" SAW CUT VAPOR BARRIER BETWEEN (SAW NEXT DAY FROM POUR) GRAVEL AND SAND LAYER SAND OR SANDY GRAVEL i- 4 COMPACTED STRUCTURAL FILL UNDISTURBED EARTH - 14 ;:'; SAW CUTJOINT NOTE: CONTROL JOINTS TO BE 10'-0" O.C. MAX. CONCRETE SLAB JOINTS WALL SHEATHING (WHERE OCCURS) - 2x DF STUDS @ 16" O.C., U.N.O. REF. PLAN/SHEAR WALL SCHED. FOR FASTENING REQUIREMENTS. 2x SILL PL W/"'0 TITEN HD SCREW...... ............. ,,,,,,,,,,,,.�PLATE WASHER PER S.W. SCHED. ANCHOR W/ 4$" MIN EMBED @ 48" O.C.EDGE NAILING (U.N.O. PER S.W. SCHED.) 4" CONC. SLAB ON GYP. PER ARCH. GRADE PER PLAN { 11Eiii.; _III= PER PLAN FTG. SIZE & REINF. BEARING INT. WALLS CONCRETE 1. CONCRETE SHALL BE 5-7% AIR ENTRAINED WITH A MINIMUM COMPRESSIVE OF STRENGTH OF: A) 250OPSI FOR BASEMENT WALL AND FOUNDATION NOT EXPOSED TO WEATHER AND FOR BASEMENT SLABS AND INTERIOR SLABS ON A GRADE. B) 3000PSI FOR BASEMENT FOUNDATION AND EXTERIOR WALLS AND OTHER VERTICAL WORK EXPOSED TO WEATHER. C) 350OPSI FOR CARPORT AND GARAGE FLOOR SLABS AND PORCHES AND STEPS EXPOSED TO WEATHER. [TABLE R402.21 2. ALL CONCRETE FORM WORK TO BE ADEQUATELY TIED TOGETHER AND BRACED TO FORM A TRUE, SQUARE CORNERS, AND PLUMB WALLS. 3. ALL REINFORCING BARS SHALL CONFORM TO ASTM SPEC (A625 DEFORMED BARS WITH MINIMUM YIELD STRESS OF 60,OOOPSI) WELDED WIRE FABRIC TO BE 6X6, 100, CONFORMING TO ASTM SPEC 185. 4. POURED FOOTING TO BE POURED ON LEVEL (LESS THAN 1" IN 10'-0" SLOPE) UNDISTURBED SOIL, 5. INSTALL 3" X 3" X 0,229 PLATE WASHERS BETWEEN FOUNDATION SILL PLATE AND NUT ON ALL FOUNDATION BOLTS 6. CRAWL SPACE VENTING MINIMUM 1.0 SQ FT FOR EACH A50 SQ FT OF FOUNDATION AREA METAL 1. ALL FLASHING TO BE 24 GA G.I. METAL. GRAVEL STOPS AND BEAM CAPS TO BE 22 GA G.I. METAL. 2. ALL FRAMING CONNECTORS TO BE SIMPSON COMPANY OR APPROVED EQUIVALENT. 3. SIMPSON IMAX REQUIRED WHERE P.T. LUMBER USED. 4. SIMPSON H1 OR EQUIV. AT ALL TRUSS TO TOP PLATE CONNECTIONS. 14 It I t axisI t T/NL, SCISSO C ,$III IIIIIII!'j�� III f { t IIIIIIII IIII f 111111,1j It IIII I VIII I ! IIII I _ I Itltl! IIII t 11111,1 11 II ___ t I III' t alllllllj fl II IjI still it III ,II 1111111' II'Il III STANDARD ROOF FRAMING 1. EXPOSED PLYWOOD TO BE EXTERIOR GRADE CCX NAILED AT 6" EDGE AND 12" FIELD U.N.O.. 2. ALL DIMENSION LUMBER TO BE DOUGLAS FIR -LARCH ##2 OR BETTER U.N.O.. 3. ALL WALLS TO BE DOUBLE PLATED, AND PLATE JOINTS WILL NOT HAVE LESS THAN 48" OVERLAP. TOP PLATE OF INTERIOR PARTITION WALLS SHALL TIE FULLY INTO EXTERIOR WALL PLATE. 4. PROVIDE OPERABLE EGRESS WINDOWS AT BASEMENT AND EVERY SLEEPING ROOM WITH A MINIMUM CLEAR OPENING OF 5.7 SQ FT (GROUND FLOOR EGRESS WINDOW MIN. 5 SQ FT). LEAST OPENABLE HEIGHT SHALL BE 24" AND WIDTH SHALL BE 20". SILL HEIGHT NO MORE THAN 44" ABOVE THE FLOOR. [R310.1J 5. LEVEL CHANGES AT ENTRIES TO BE MINIMUM Y2" AND MAXIMUM 7 J". 6. EXTERIOR AND INTERIOR BEARING WALL HEADERS TO BE 4 X 6 DF -L #2 MIN. U,N.O., 7. PLUMBING WALLS TO BE 2 X 6 STUDS (VERIFY WITH PLUMBING CONTRACTOR). 8. PROVIDE BLOCKING FOR BACKING: SHOWER ROD, 84" HEIGHT; TOWEL ROD, 42" HEIGHT; CURTAIN ROD, EACH SIDE OF ALL WINDOWS. 9. ALL PRE -WIRING FOR TELEPHONE, TV, STEREO, ETC. TO BE COORDINATED WITH OWNER. 10. ALL TRUSSES TO BE PER TRUSS MANUFACTURER'S ENGINEERING SPECIFICATIONS. TRUSS DETAILS TO BE PROVIDED UPON FRAMING INSPECTION. TRUSS MANUFACTURER TO VERIFY ALL SPANS AND CONFIGURATIONS PRIOR TO TRUSS FABRICATION. 11. TRUSSES SHALL NOT BEAR ON INTERIOR PARTITIONS UNLESS SO DESIGNED. 12. PROVIDE SOLID BEARING AT GIRDER TRUSSES ON MINIMUM (2) 2X6 STUDS U.N.O.. 13. INSULATION BAFFLES TO BE CDX PLYWOOD (OR APPROVED EQUIV.); NO FELT PAPER ALLOWED. USE SCRAP IF AVAILABLE. MSTC28 STRAP FROM EXISTING TO NEW TOP PLT. CONTINUE TYPICAL PERIMETER 2'-0" FOOTING HERE W/ 24" DEPTH 176°-0" PF_V15E�P �00F FP-,_AM1N6 PLAN EXISTING Lu TRUSSES I 5CAIA� : 1/8'' - 1 ' -011 134'-7" DOOR WINDOWB1 - 4X8 DF#2 MIN. S2 - 6X12 DF#2 MIN. B3 - 5 1/214 x 1891 24F -V4 GL13 MIN. 6'-0" HOLDOWN PER PLAN PROVIDE 9' GAP @ 16d @ 6" O.C, (20d WHERE NAILS ARE DRIVEN PLYWOOD CORNER JOINTS THROUGH SHEATHING OR GYPSUM BOARD) HOLDOWN--- POST PER PLAN PROVIDE GAP 16d @ 6" O.C. (20d PLYWOOD ° WHERE NAILS ARE CORNER JOINTS � HOLDOWN POST DRIVEN THROUGH PER PLAN SHEATHING OR WHERE WALL GYPSUM BOARD) SHEATHING IS REQ'D @WALL LINE @ BOTH SIDES, HOEDOWN EXTEND FULL WALL PLYWOOD EDGE NAILING, PER PLAN LENGTH (AS SHOWN) TYP. SEE S.W. PLAN & @ CORNER SCHED. FOR SIZE & SPACING @ INTERSECTION B-2 2 HOLDDOWN @ CORNER j� �'( SCALE_ 1.- 3.'--0" I I 3-2 X 6 DF#2 I COLUMNS r � I� I I I(3)- 2 X 6 DF#2 z ( `� COLUMNS u I J I U I MgNUPAGTUREp TRUSSES @ 24" O C. i {MATCH EXISTING SLOPE ROOfi AND Pq ' FET WALL I i 14 I TOP OF WALL EXISTING WALL AND ROOF LINE _ DETAIL I T_ I I z u I � I J I u i EXISTING WALL AND ROOD LINE NEW MANUFACTURED TRUSSES -REMOVE EXISTING REPLACE i\ L- V 1 5r_ v P-,, O ./ f r I \AM 1 1 \I PLAN AN 5C/ -\L- F-: I / 8" - - I' -0' ' CONTI�AC-rOF-, TO VE�PI�Y /-ALL PIME�N51ON5 opI,V 1�INCA & CON5 LICTION z O v 3 REVISED 1I FOUNDATION ► r ROOF FRAMING date 01.26.22 file BOW RACK 2022�, d. • A2.5f 5- I ; P,22 PP:IIMIN1 APY .22 F Q�VISC �F_Vls�p 2EVIs�p .22 alb s� 12.19.22 PEVI5E-V REVISION Iw IS 3 _ .... LAIJ W ' //0� iris - LLI z Alf L11 110 Am Lli ua REVISED 1I FOUNDATION ► r ROOF FRAMING date 01.26.22 file BOW RACK 2022�, d. • A2.5f 5- I METAL CAP FLASHING @ TOP OF PARAPET WALL PARAPET WALL @ TOP OF TRUSS 30" ABOVE TOP CHORD OF TRUSS OR ANY COMBUSTIBLE TRUSS EXTENSION MATCH EXISTING TRUSS SLOPE AND SPACING C�A1 PF 5/cr,I TION 01.26.22 FFI F_LIM,INAPY 02.15.22 pr- \/I 5� ri 12 12 8 �- -�- 8 ht� V 15E� b 12.02.22 F -N6/ [, Ilp 5F_1" 12.19.22 �'F_V15r-p j REVISION . 4 � I o j o °o o I t Ln z Li Ll 11 $' t PE�V151�P No ,-rH F _NATION 1 r-vI5rp 5ouTH rLr-V/-\-riot{ 5CA1,� I/8 I L�f La cr Lu mom 7 IUL r�� 1;[�_V1 �1 0 0 9 0 0 I�A5-r[L_E�_VATION 5CAL t� ; 1 / 8' ` — 1' -011 12 8 FIRE RATING TO MATCH WALL BELOW AND NON-COMBUSTIBLE FINISHES REQUIRED ON BOTH SIDES FOR MIN 18" 12 -78 Pr--V1SrP rA5-" rL-[�VATIoN 5CA[-r : I / 8'' — P-0 '' 9 t= EXISTING PARAPET WALL X MIN. 30" ABOVE ROOF LINE w FIRE RATING TO MATCH WALL BELOW - ------ U Q AND NON-COMBUSTIBLE FINISHES REQUIRED ON BOTH SIDES FOR MIN 18" GABLE END WALL W/ LAP SIDING 12 �- R-49 INSULATION (BATT) EXISTING EXTERIOR WALLS 2- 2 X 6 DF#2 TOP PLATES 2- 2 X 6 DF TOP PLATES 2 X 6 DF#2 STUDS @ 16" O.C. R-21 INSULATION, 2 X 6 DF STUDS @ 16" O.C. 1 - 2 X 6 DF#2 BTM PLATE b 1-2X6 DF BTM PLATE 1- 2 X 6 P.T. HF#2 SILL PLATE 1- 2 X 6 P.T. SILL PLATE R-21 INSULATION VAPOR BARRIER EXTERIOR WALL R-17 INSULATION VAPOR BARRIER @ EXTERIOR P.T. 2 X 6 HF SILL PLATE EXISTING 5" CONCRETE SLAB VAPOR BARRIER @ EXTERIOR W/ METAL SIDING REMOVE AND REPLACE AS NEEDED W/ METAL SIDING METAL FLASHING AT TOP OF INSULATION 2" RIGID INSULATION 24" MIN. (TOP OF CONC. TO BTM OF FTG. ' EXISTING 2" RIGID INSULATION #4 R.B. DOWEL FROM EXISTING J EXISTING FOOTING TO REMAIN EXISTING FOOTING TO REMAIN 2" RIGID INSULATION TO NEW CONCRETE SLAB 24" MIN. (TOP OF CONC. TO BTM OF FTG. 45° CHAMFER MATCH RIGID INSUL. t° METAL FLASHING @ INSUL.(A — pF,'V15E�P 5F-CTloN lldPu A CHH -,Y FAN61� A >,o 5CAL-F-. 1/ 8" — 1'-0'' I 1 TYP. FOOTING 2" RIGID INSULATION --'1 1 DRIP EDGE L ------- R-49 INSULATION (BATT) R-21 INSULATION P.T. 2 X 6 HF SILL PLATE EXISTING ROOF OVER RETAIL 12 8 EXISTING ROOF TRUSSES TO REMAIN AS -IS PARAPET WALL @ TOP OF TRUSS 34" ABOVE TOP CHORD OF TRUSS OR ANY COMBUSTIBLE FIRE RATING TO MATCH WALL BELOW AND NON-COMBUSTIBLE FINISHES REQUIRED ON BOTH SIDES FOR MIN 18" TRUSS EXTENSION MATCH EXISTING TRUSS SLOPE AND SPACING NEW EXTERIOR WALL - -- METAL CAP FLASHING @ TOP OF PARAPET WALL R-21 INSULATION 0 METAL FLASHING @ TOP OF INSUL. EXISTING SLAB TO REMAIN AS -IS 2" RIGID INSULATION 24" MIN. (TOP OF CONC. TO BTM OF FTG. EXISTING THICKENED EDGE SLAB AND FOOTING #4 R.B. DOWEL FROM EXISTING TO NEW CONCRETE SLAB [�x15V N64 51�CV ON T-HPu PAN6F SLAL1� : 1/8'' — 1 ' -0'' CoNTI�Ac-roP TO VF, PIFY ASL, PUF N51oN5 pTo oppr, FINCA & CON511�UCTION 12 8 `- R-49 INSULATION (BATT) EXISTING WALL WI INSULATION TO REMAIN `n!v If If THICKENED EDGE SLAB AND FOOTING 12 -78 P.T. 2 X 6 HF SILL PLATE EXISTING 5" CONCRETE SLAB r REMOVE AND REPLACE AS NEEDED EXISTING EXTERIOR WALLS 2- 2 X 6 DF TOP PLATES 2 X 6 DF STUDS @ 16" O.C. 1-2X6 DF BTM PLATE " 1 - 2 X 6 P.T. SILL PLATE R-17 INSULATION VAPOR BARRIER @ EXTERIOR W/ METAL SIDING EXISTING FOOTING TO REMAIN \- EXISTING FOOTING TO REMAIN (� PF-V15FP 5F -Cl -ION THPU A1�9,CHrPY P,,AN6F- 5CAL-[�. 1/8'' = I ' -o' A 3 . C�f 5 ', 4tzaf n;f 0 9 - 0 (;j 0 �Xl5flNcll FL -00P-,, PLAN ANPN� 5CAL F-: � / 16 " — 1 -0 1 1 k9C \ IIK-) K -J r--' I r-\ / A -tl /-) K I P,,I=V15I V NOP -,1-H I<L-FVAVON 5CAL-F-: >/16" - P-0" P-,E-`V15I✓P 50UTH �L-I=VATION ,)CA4- r ; �116 P -011 NOP,,-rH FL-�VATION 5c/l,\1- F- ; � / I6' 1 - 1' -011 CON-MAC-rOP-, -rO V�PIrY AA, PIME;M51ON5 rp-110P., To op-,P� pl-IN6 & CON511�UCTION 1. A4.Gf 5 01.26.22 PPF�L-lAAlNAr,2Y 02.15.22 PI�V15� P FIIF-V15� P IAF V15�p 12.02.22 F-NCl/ �lp 511r 12.19.22 rl2F-vl5F-p REVISION 1. A4.Gf 5