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20130320 Approved Bldg Plans 06242014OUT OF BOUNDS PROPERTIES LLC. LONGMIRE ST. SE. APARTMENTS LONGMIRE ST. SE. YELM, WASHINGTON 98597 OWNER PROJECT DESCRIPTION VICINITY MAP OUT OF BOUNDS PROPERTIES LLC. THIS PROJECT CONSIST OF TWO, TWO STORY APARTMENT BUILDINGS ON SITE EACH 6524 CROMWELL BEACH DR. NW. CONTAINING (4) UNITS PER FLOOR. (16 UNITS TOTAL) THE SQUARE FOOTAGE OF EACH GIG HARBOR, WA. 98335 BUILDING IS APPROXIMATELY 6520 SQ. FT. TELEPHONE: (253) 265-0014 ; .. CONTACT: TONY TRUNK DESIGN .0 BRUCE BROWN LEGAL DESCRIPTION 1011 MELLEN ST. CENTRALIA, WA. 98531 NE 1/4, SEC. 24, TWN. 17N., RNG. 1 E., W.M TELEPHONE: (360) 736 -4751 CONTRACT: BRUCE BROWN�'w STRUCTURAL ENGINEER PRECISE ENGINEERING INC. 1011 MELLEN STREET CENTRALIA, WASHINGTON 98531 TELEPHONE: (360) 736 -1137 CONTACT: HAROLD HAHNENKRATT DEVELOPER MOUNTAIN TERRACE BUILDERS LLC 14730 SR 507 YELM, WA. 98597 TELEPHONE: (360) 458 -1502 CONTACT: MIKE KEMPINSKI CIVIL ENGINEER LARSON AND ASSOCIATES 4401 SO. 66th ST. TACOMA, WA. 98409 TELEPHONE: (253) 474 -3404 CONTACT: GRANT MIDDLETON SITE DATA PARCEL NUMBER: 21724410200 SITE ADDRESS: 304 LONGMIRE ST. SE. YELM, WA. 98597 TOTAL SITE AREA: 1.14 ACRES SEE CIVIL DRAWINGS REQUIRED PARKING: 35 PARKING STALLS SEE CIVIL DRAWINGS INDEX OF DRAWINGS SHEET NUMBER DRAWING DESCRIPTION G1.0 COVER SHEET / GENERAL INFORMATION ELECTRICIAN A -1.0 FIRST FLOOR PLAN /DOOR - WINDOW SCHEDULES A -2.0 SECOND FLOOR PLAN / ROOF PLAN DCI CONTRACTORS INC. A -3.0 BUILDING SECTIONS 21804 MTN. HWY. E. PMB 134 A -4.0 WALL TYPES SPANAWAY, WA. 98387 A -5.0 ELEVATIONS TELEPHONE: (253) 875 -3206 A -6.0 WALL SECTIONS CONTACT: ROBERT DRYDEN A -7.0 GARAGE A -8.0 NOTES / MISC. DET. PLUMBING S -1.0 FOUNDATION PLAN S -2.0 FLOOR FRAMING JR. PLUMBING INC. S -3.0 ROOF FRAMING P.O. BOX 11204 S -4.0 GARAGE FRAMING / ROOF RFAMING / FOUNDATION PLAN TACOMA, WA. 98411 TELEPHONE: (253) 405 -2499 CONTACT: FRED HOWERTON I"ll u CODE DATA PROJECT NAME: LONGMIRE ST, SE. APARTMENTS LOCAL. JURSIDICTION: YELM, WASHINGTON 98597 CODES UTILIZED: 2012 INTERNATIONAL BUILDING CODE (IBC) CURRENT ZONING: MULTI FAMILY OCCUPANCY: R2 IBC CONS- RUCTION TYPE: V -B SPRINKELED: YES NUMBER OF STORIES: 2 MAX. ALLOWABLE HEIGHT: 35' TOTAL PROPOSED BUILDING HEIGHT: 30' +/- SQUARE FOOTAGE PER STORY: 3261 SQ. FT. 6522 SQ, FT, PER BUILDING OCCUPANCY LOAD PER TABLE 1004. 1.1 = 200 GROSS ACCES51BLE DWELLING UNITS REQUIRED: (1) PER 25 UNITS -16 UNITS = 1 ACCESSIBLE PROVIDED I G r & r N i L � -i r m [ N «- • m 0 c `0 LL m c U) U) w c 2 u) (i), Tf • r J r N •L L � -i m • c `0 LL c U) U) w c 2 u) (i), Tf rn m a 0 O � 00 m m Q co o U J J N -i • `0 LL U) U) c � E C U J J N -i `0 LL U) U) c � E C Tf rn m a 0 O � 00 m m Q _ O� E m e c o F' a �- g 9 r� n A -3ID � _Q 59' ON N 6' -10" cl, © WINDOW W' WINDOW © W' 1. SOLID CORE DOOR 2. EQUIPED W/ AUTOMATIC CLOSER 3. HOLLOW CORE U 4. DOOR THRESHOLDS Y HANDICAP UNIT TO BE Xe" MAX IN HEIGHT PER IOC /ANSI AII1.I -2003 SECTION 4042A -L a 5€E SCHEDUI E5€ SCHEDUI ES€ SCHEDULE SEEi, SCHEDULE i, ES€ SCHEDUf ES€ SCWEDUI PEEP HOLE �� �'� ��� �� �� - SAFf ASS w .� lD O w - wW 0 f`C vi in 1 • UNIT -� O O O O O O �' ° ENTRY DOOR INTERIOR DOOR BYPASS DOOR FIRE SPRINKLER DR DOOR TYPES FRAME TYPES ,u� pp 2 AA -6 0 r M t a uM rn 3' 4'�J� b' 2 2 2 m c O U Fu DI m M d v v a C Li LN WINDOW TYPES O m o FIRST FLOOR 3 TT A -6 A -3ID 6" 1613, NATIONAL GUARD PRODUCTS, INC. HL. APPROVED THRESHOLD, OR EQUAL, NZ AT ALL EXIT DOORS. 2 10 MAX SLOPE BUILDING SLAB WALKWAY SLAB EXPANSION MATERIAL SLOPE WALK -WAY SLAB UP TO 1 /4" MAX BELOW BUILDING SLAB • DOORWAYS. EXTEND 12" EACH SIDE OF DOOR JAMBS TYP. ID DOOR THRE5HOLP DET. © © EGRESS EGRESS W -2 W -2 WINDOW W1NOau - �,_�;, A T -l" 10'-8" ` 12' -6" 16'-�� 59' S c S FIRST FLOOR 1*6AN SCALE: 1 /4" • 1' -0" LLI WINDOW SCHEDULE S7MBOL SIZE TYPE FINISH GLAZING 'U' VALUE REMARKS AO 3030 SLIDER VINYL INSIIL. 39 IR VENT © 4040 SLIDER VINYL INSUL. 39 IR VENT c qc � c 26 W 2 CON iTa N M1 lCV lCV " F W -� EGRESS •SLEEPING Po'IS. © 6040 SLIDER VINYL INSUL. 39 2 VENTS 8 O 3 LL N n A -3ID � _Q 59' ON N 6' -10" cl, © WINDOW W' WINDOW © W' 1. SOLID CORE DOOR 2. EQUIPED W/ AUTOMATIC CLOSER 3. HOLLOW CORE U 4. DOOR THRESHOLDS Y HANDICAP UNIT TO BE Xe" MAX IN HEIGHT PER IOC /ANSI AII1.I -2003 SECTION 4042A -L a 5€E SCHEDUI E5€ SCHEDUI ES€ SCHEDULE SEEi, SCHEDULE i, ES€ SCHEDUf ES€ SCWEDUI PEEP HOLE �� �'� ��� �� �� - SAFf ASS w .� lD O w - wW 0 f`C vi in 1 • UNIT -� O O O O O O �' ° ENTRY DOOR INTERIOR DOOR BYPASS DOOR FIRE SPRINKLER DR DOOR TYPES FRAME TYPES ,u� pp 2 AA -6 0 r M t a uM rn 3' 4'�J� b' 2 2 2 m c O U Fu DI m M d v v a C Li LN WINDOW TYPES O m o FIRST FLOOR 3 TT A -6 A -3ID 6" 1613, NATIONAL GUARD PRODUCTS, INC. HL. APPROVED THRESHOLD, OR EQUAL, NZ AT ALL EXIT DOORS. 2 10 MAX SLOPE BUILDING SLAB WALKWAY SLAB EXPANSION MATERIAL SLOPE WALK -WAY SLAB UP TO 1 /4" MAX BELOW BUILDING SLAB • DOORWAYS. EXTEND 12" EACH SIDE OF DOOR JAMBS TYP. ID DOOR THRE5HOLP DET. © © EGRESS EGRESS W -2 W -2 WINDOW W1NOau - �,_�;, A T -l" 10'-8" ` 12' -6" 16'-�� 59' S c S FIRST FLOOR 1*6AN SCALE: 1 /4" • 1' -0" LLI WINDOW SCHEDULE S7MBOL SIZE TYPE FINISH GLAZING 'U' VALUE REMARKS AO 3030 SLIDER VINYL INSIIL. 39 IR VENT © 4040 SLIDER VINYL INSUL. 39 IR VENT 26 W 2 CON J W -� EGRESS •SLEEPING Po'IS. © 6040 SLIDER VINYL INSUL. 39 2 VENTS 26 W 2 CON J W -� FAT IV Q� LL N s LIVING LIVING c � Q Q QUA m � � Q 9 L C CC �� ,n rL a� �9m sq. ft. Q o ��//�� W_2 1• M FA4 B. Q � �r 9 4 O • an «- i5 ^^ H G 4' Q MRL SO 3 W-2 B W/D 3a„ HI O - a a -IID 2�u I nM 5m an � 3 d 4 A -5 2 KTGNEN O a 0O KTGNEN '� 8'_6" 3'_6" BR. 2 3 O FNJ FNI BR.2 ry� B EGRESS N � �DD� UNIT ° DINING LINE OF FLR WINDOW _ GOAT6 - e _ O I O I� � AGE N 12' 6' -6 "= I I q_ �� -��� 12' ro W -3 Q � 3' 3' -6" � 3' -6" 3' � COVE" r riwRR�NC� a O, ENTRY -- W2 J � � N 3 o S O � imo an °O � I ®�® BBB FOR AND VENT FOR PROVIDED AUTO WASHES DRYER ' IC KITGt'IGN 9 KTGi�II =N � W� � - °O � 10 26 EGRESS �° I 4 A -5 1 i O R, ©� N WINDOW r m Q v I 4 •9 � 4 r I II ° 1 � I I� L � 3 � N BR- I G AC y. B. � 3 L � J � � W/D NOTE: ALL HOUSE FAN II nm. sm an A7 EACH BATH I q q -IID � � ca et 3' 3' -10Ys" 7 -314" 3' -3'S" a' A5 REWIRED 17P. 10' -0$" - ' 5' 3' -IUS" 2' -4" 5' 3' O �^ cadet W -I 1YP. INT. det O ® r © PINING NOTE' DINING r SHELF AND POLE 10 � PROVIDE CADET HEATING UNITS _ "' O ce et 15 _ 26 W -4 AS REWIRED T7P. � B Fur ,•/ II ❑ O FIRE 2' -�'" SPRINKLER Sim sq. ft. Q � cadet 82Z sq. ft. 9 Q N � 3. � m Wa � ADAt UNIT :u W -3 m © O O LIVING ©BR.2 n�2 LIVING cadel cadet J J Q� LL N c Q Q QUA m � � Q 9 L C CC �� ,n rL a� Q o �J ROOF VENTILATION: MIRREQUIREMENTS ROOF AREA 3260 SO FT. VENTING AREA SHALL BE)iooth PER IBC 12031 3620 / 300 = 109 5Q FT. 1565 SQ. INCHES REQUIRED 50% VENT REQ. AT RIDGE 183 SQ. INCHES 50% VENT REQ. AT EAVE 183 $Q. INCHES WOOD 2 x 4 LDGER GYPSUM WALLBOARD WATER HEATER 4" - HOLD TIGHT I TO GYP. BOA PLAN ELEVATION UJN W.I•-I. SUPPORT SCALE 1/2" = I'0" 3/8" DIA x 3" LAG SCREW FLEXIBLE WATER CONN 3/4 "x24 GAUGE PER, STEEL PLUMBERS TAPE ENCIRCLING TANK FROM BOTH SIDES. GYPSUM WALLBOARD WOOD 2x4 LEDGER 1/4" DIA x 3" LAG SCREW w/ WASHER 3/4" x 24 GAUGE PERF- STEEL PLUMBERS TAPE FLEXIBLE WATER CONK. WOOD 2x4 LEDGER 3/4" x 24 GAUGE PEW. STEEL PLUMBERS TAPE ENCIRCLING TANK FROM BOTH SIDES. FLEXIBLE GAS CONN ANCHOR WATER HEATER TO BASE -BASE TO FLOOR RAI5E PILOT LIGHT 18" ABOVE FIR FLR ROOF PLAN SCALE: 1 /8" = 1' -0" m M v I 9 9 a Imp'l 36" HIGH RAIL TYR s ©� LIVING 2 ISO sq. Pt. M 59' b' -10" b' -i0" © Ec WINDOW W WINDOW I � 5 -II O <W-4 LL BR. 1 W 2 W 2 BR. I O 26 116 LIVING 0 2' -.315' 7 9 9 8Fi I �/r �q. 1 Y. llC g V \EIS F B' F '^ v 15 F —1 _ FP 0 0 :Q MRL 50 Qii W -4 KITCHEN a MRL I®O CR1 SR.2 26 a a ? 36" HI © S T EGRESS RAIL DINING WINDOW v W -3 lO IT FOR RANGE VENT COVED >2— ENTRY I A O KITCHEN O10 g EGRESS WINDOW J FN BR. I ©N ' DS C '011 MNWC 0 0 lm( !Si 4:17 I 4:12 O O C 6'_514" v 4'_514" 2'_1" 3'_6" 8•_6" � L o m Qi 2' I 6 t0 I I O ASPHALT W COMP051TION SHINGLES OO 4:12 °' m a 8 WINDOW WALL LINE BELOW 76 DINING I� WALL LINE BELOW U J ROOF LINE I r — 31 -0" 1_ 3' L J GUTTER LINE I r 2 C:)- oL O LC) � I I I JIL O� I CONT. VENT ® RIDGE I 5, tm -i O i OJ �II Lam' C? I g M ea � _ III I Q I ROOF VENTILATION: MIRREQUIREMENTS ROOF AREA 3260 SO FT. VENTING AREA SHALL BE)iooth PER IBC 12031 3620 / 300 = 109 5Q FT. 1565 SQ. INCHES REQUIRED 50% VENT REQ. AT RIDGE 183 SQ. INCHES 50% VENT REQ. AT EAVE 183 $Q. INCHES WOOD 2 x 4 LDGER GYPSUM WALLBOARD WATER HEATER 4" - HOLD TIGHT I TO GYP. BOA PLAN ELEVATION UJN W.I•-I. SUPPORT SCALE 1/2" = I'0" 3/8" DIA x 3" LAG SCREW FLEXIBLE WATER CONN 3/4 "x24 GAUGE PER, STEEL PLUMBERS TAPE ENCIRCLING TANK FROM BOTH SIDES. GYPSUM WALLBOARD WOOD 2x4 LEDGER 1/4" DIA x 3" LAG SCREW w/ WASHER 3/4" x 24 GAUGE PERF- STEEL PLUMBERS TAPE FLEXIBLE WATER CONK. WOOD 2x4 LEDGER 3/4" x 24 GAUGE PEW. STEEL PLUMBERS TAPE ENCIRCLING TANK FROM BOTH SIDES. FLEXIBLE GAS CONN ANCHOR WATER HEATER TO BASE -BASE TO FLOOR RAI5E PILOT LIGHT 18" ABOVE FIR FLR ROOF PLAN SCALE: 1 /8" = 1' -0" m M v I 9 9 a Imp'l 36" HIGH RAIL TYR s ©� LIVING 2 ISO sq. Pt. M 59' b' -10" b' -i0" © Ec WINDOW W WINDOW I � 5 -II O <W-4 LL BR. 1 W 2 W 2 BR. I O 26 116 LIVING 0 2' -.315' 7 9 9 8Fi I �/r �q. 1 Y. llC g V \EIS F B' F '^ v 15 F —1 _ FP 0 0 :Q MRL 50 Qii W -4 KITCHEN a MRL I®O CR1 SR.2 26 a a ? 36" HI © S T EGRESS RAIL DINING WINDOW v W -3 lO IT FOR RANGE VENT COVED >2— ENTRY I A O KITCHEN O10 g EGRESS WINDOW J FN BR. I ©N EGRESS WINDOW wD QM w 76 BR. I 3. 3'-103'i" INT. DINING [22X' ATTIC PROVIDE HOT AND COLD A�E Da MM SO an 15 15 S- HOSE BIBB FOR AUTO WASHER L� AND VENT FOR DRYER PROVIDE DRAIN FOR WASHER S40 sq. 1 t. LI I O9VI 2'- � 2� -a` m _ T-6$" O 26 LIVING B1;R.2 n 3 m I F.w L I nM Imm rn+ WD KITCHEN I © © F I—IJ 76 eo I 3._6:: 3' -IVf" 2'-4" 51 2' -1:: 1 3. 9.666.... 8 DINING SPACED` _.: T 12X3 ATTIC DECK �AGGE$5 MAT -I 8,40 sq. Pt. � I�I F�� B1R.2 O LIVING w EGRESS I EGRESS W -2 WINDOW WINDOW ` F7 SECOND FLOOR PLAN SCALE: 1/4" = F -0" M U U C '011 MNWC 0 0 lm( n o d c v T KITCHEN MNI®O Rfi O C 6'_514" v 4'_514" 2'_1" 3'_6" 8•_6" � L o m Qi 6 t0 W O OO W °' m a 8 WINDOW L � 76 DINING — U .4 21-7 31 -0" 1_ 3' (D W_3 EGRESS WINDOW wD QM w 76 BR. I 3. 3'-103'i" INT. DINING [22X' ATTIC PROVIDE HOT AND COLD A�E Da MM SO an 15 15 S- HOSE BIBB FOR AUTO WASHER L� AND VENT FOR DRYER PROVIDE DRAIN FOR WASHER S40 sq. 1 t. LI I O9VI 2'- � 2� -a` m _ T-6$" O 26 LIVING B1;R.2 n 3 m I F.w L I nM Imm rn+ WD KITCHEN I © © F I—IJ 76 eo I 3._6:: 3' -IVf" 2'-4" 51 2' -1:: 1 3. 9.666.... 8 DINING SPACED` _.: T 12X3 ATTIC DECK �AGGE$5 MAT -I 8,40 sq. Pt. � I�I F�� B1R.2 O LIVING w EGRESS I EGRESS W -2 WINDOW WINDOW ` F7 SECOND FLOOR PLAN SCALE: 1/4" = F -0" M A i U U C J n o d C U d � L o m Qi 6 t0 W O U W °' m o� L � U U A i U U C J n o d C U d � L o m Qi t0 W O U W °' m L � U U � L � � o A i U J MO W d C U d � L o m s U J cn 0- O �^1L I.L - N (D Z C:)- oL O LC) � 9 6 Q � g O� E g tm -i O i C? g M ea � N Q RETURN EXTENSIONS TO WALL TYP BOTH SIDES i. PRE-SHAPED STAIR HANDRAIL 2X2 MAX. 4" BETWEEN 4X12 PT TREAD 2 -3ID 31" X 12" PT GI-5 STRINGER PR=-ENGINEERED TRJSS ® 24" O.C. SEE TRUSS DRAWINGS FROM SUPPLIER ROOF SHTG, M SEE STRUCTURAL r SIMPSON STAIR U ANGLE TYP. DBL TOP tt I - DRAFT STOP rJ7Q�I NOTE: R=TURJ EXTENSIONS TO PLATE SEE A IC �I WALL TYP BOTH SIDES STRUCTURAL �) MAX. RISE i0 11 T° DETAILS HR ROOf /CEILING ASSEMBLY, iYP. MIN. RUN TO BE II" A SEE 'R -I' t I1i2"0 RAIL BETWEEN 34" AND = � L a 38" ABOVE THE STAIR NOSE. TOP PLATE m MIN. WIDTH OF STAIR TO BE 42" CLR AND OPEN BALLIISTERS TO PLACED I' IT'-0" AF F. ca SUCH THAT A 4 "0 SPHERE MAY NOT = 3 PASS BETWEEN, L STUDS AT I6" O.C. ttP. N m 7�AT P. L I V � C2. W 3 BR. I L ING W 2 U CONC. SLAB SEE PLAN I� I W cn SHTG. I HR OOR ASSEMB Y, iYP. SEE E -I t9 STRUCTURAL -FIRE BLOCKING U m -SECOND FLOOR Y 9' -0" AFF. CA o FL JOISTS GWB INT. FINISH SE STRUCTURAL) LIVI G 5R.2 -3 BR.I LI ING W2 0 FIRST FLOOR STAIR DETAIIL0'_01'FF- SCALE: I/1" = i' -0" CONC. SLAB CONC. FOOTING SEE STRUCTURAL SEE STRJCTURAL O BUILDING SECTION SCALE: 1/4" , 1' -0" r 0 2 ROOF SHTG. AA -3ID SEE STRUCTURAL a PRE- ENGINEERED TRM • 24" O.C. SEE iRA% ZVI DRAWINGS FROM rn SUPPLIER 0 RAFT OP m c V m I HR /C ILING LY, � L SEE -I' CD m S 111111 1 11 COVERED 5R.2 ( B. BR.I ENTRY OOR/W CARPET BR.2 I B. BR.1 cn co 9 5 G C2) BUILDING SECTION SCALE: 1/4" - 1' -0" _ J K m F J m � Q m N C m RETURN EXTENSIONS TO WALL TYP BOTH SIDES i. PRE-SHAPED STAIR HANDRAIL 2X2 MAX. 4" BETWEEN 4X12 PT TREAD 2 -3ID 31" X 12" PT GI-5 STRINGER PR=-ENGINEERED TRJSS ® 24" O.C. SEE TRUSS DRAWINGS FROM SUPPLIER ROOF SHTG, M SEE STRUCTURAL r SIMPSON STAIR U ANGLE TYP. DBL TOP tt I - DRAFT STOP rJ7Q�I NOTE: R=TURJ EXTENSIONS TO PLATE SEE A IC �I WALL TYP BOTH SIDES STRUCTURAL �) MAX. RISE i0 11 T° DETAILS HR ROOf /CEILING ASSEMBLY, iYP. MIN. RUN TO BE II" A SEE 'R -I' t I1i2"0 RAIL BETWEEN 34" AND = � L a 38" ABOVE THE STAIR NOSE. TOP PLATE m MIN. WIDTH OF STAIR TO BE 42" CLR AND OPEN BALLIISTERS TO PLACED I' IT'-0" AF F. ca SUCH THAT A 4 "0 SPHERE MAY NOT = 3 PASS BETWEEN, L STUDS AT I6" O.C. ttP. N m 7�AT P. L I V � C2. W 3 BR. I L ING W 2 U CONC. SLAB SEE PLAN I� I W cn SHTG. I HR OOR ASSEMB Y, iYP. SEE E -I t9 STRUCTURAL -FIRE BLOCKING U m -SECOND FLOOR Y 9' -0" AFF. CA o FL JOISTS GWB INT. FINISH SE STRUCTURAL) LIVI G 5R.2 -3 BR.I LI ING W2 0 FIRST FLOOR STAIR DETAIIL0'_01'FF- SCALE: I/1" = i' -0" CONC. SLAB CONC. FOOTING SEE STRUCTURAL SEE STRJCTURAL O BUILDING SECTION SCALE: 1/4" , 1' -0" r 0 2 ROOF SHTG. AA -3ID SEE STRUCTURAL a PRE- ENGINEERED TRM • 24" O.C. SEE iRA% ZVI DRAWINGS FROM rn SUPPLIER 0 RAFT OP m c V m I HR /C ILING LY, � L SEE -I' CD m S 111111 1 11 COVERED 5R.2 ( B. BR.I ENTRY OOR/W CARPET BR.2 I B. BR.1 cn co 9 5 G C2) BUILDING SECTION SCALE: 1/4" - 1' -0" _ J J N N Q O O t�11L LL LL. N c CL o, �u1 Y) CL C C � g - � 4 0 J O ai i � M Q ROOF ASSEMBLIES FLOOR / CEILING ASSEMBLIES DESCRIPTION FIRE RATING RATING SOURCE SOUND RATING RATING SOURCE R -1 mmn i1 RATING SOURCE RATING SOURCE TYP. ROOF / ASPHALT COMPOSITION ROOFING (CLASS A) OVER I HOUR IBC TABLE N/A N/A CEILING e 1 LAYER OF ROOFING UNDSERLAYMENT W/ 60% NR 120.1 ITEM 71 N/A N/A HEATED OVERLAP OVER ROOF SHEATHING PER 0 (D � E2 SPACE STRUCTURAL c � C W • C L \ U B L 2" AIRSPACE � (n a O MOISTURE BARRIER O� gg X C F -I MANU=. ROOF TRUSS a 24" CO. Oi TYP. I HOUR R38 BATT INSULATION I HOUR GA FILE NO. 50 TO 54 FIRE FLOOR / VAPOR BARRIER 1 Q FC 5111 STC RESISTIVE CEILING (2) LAYERS s %" TYPE 'X' GM ATTACHED PER IBC DESIGN ASSEMBLY TABLE 120J (3) ITEM 0211 PVA PRIMER (PERM MANUAL PAINT) FLOOR / CEILING ASSEMBLIES WALL ASSEMBLIES DESCRIPTION FIRE RATING SOUND RATING RATING SOURCE RATING SOURCE UJ- I TYP. ¢X4 STUDS a 16" O.C. UNO. ON PLAN NR N/A NR NR INTERIOR WALL JS" GWB EA SIDE III SIDING PER ELEVATION (COORDINATE SUBSTRATE W - 2 PER BELOW) OVER ONE LAYER WEATHER TYP RE5I6TIVE BARRIER W/ 60% OVERLAP NR N/A NR NR EXTERIOR SHTG. PER STRUCTURAL WALL ¢X6 STUDS • 16" O.C. U.N.O. ON PLAN PER STRUCTURAL J¢" GM W/ PVA PRIMER (PERM PAINT) W -3 TYP. UNIT I HOUR GA FILE NO. STC 50 FIRE SEPERATION T14I0004E55 5j" WP 3242 RESISTIVE WALL APPROX WEIGHT l PSF DESIGN FIRE TEST BASED ON UL R14156, MANUAL 05W,05311,2-15-05 UL DESIGN U305 SOUND TEST NRCC TL%3 -103, 3 -S8 NRCC TLS3 -115, 3 -SS GYPSUM WALL BOARD, RESILIENT CHANNELS, MINERAL OR GLASS FIBER INSULATION, WOOD STUDS. W51LENT C 4AKELS 16" O.G. ATTACHED AY RIGHT ANGLES TO ONE SIDE OF 2X4 STUDS AT I6" OC. WITH li" TYPE 'S' DRYWALL SCREWS. ONE LAYER I" GYPSUM WALLBOARD OR GYPSUM VENEER5A5E APPLIED AT RIGHT ANGLES TO CHANNELS WITH I" TYPE 'S' DRYWALL SCREWS 5" OC, WITH VERTICAL JOINTS LOCATED MIDWAY BETWEEN STUDS END JOINTS BACKBLOCKED WITH RESILIENT CHANNELS. 3" MINERAL OR GLASS FIBER INSULATION IN STUD SPACES. OPPOSITE 51m: ONE LAYER I" TYPE 'X' aYFSUM WALLBOARD OR GYPSUM VENEER BASE AFFLIED AT PARALLEL OR RIGHT ANGLES TO STUDS WITH bd CEMENT COATED NAILS, Ij" LONG, 0MIS' SHANK, I HEADS, 1" O.C. VERTICAL JOINTS STAGGERED 24" ON OPPOSITE SIDES. SOUNDS TESTED WITH STUDS SPACED 24" OC. (STC -50). ALSO SOUND TESTED WITH STUDS SPACED 16" O.C. AND WITH TWO LAYERS OF `¢" TYPE 'X' GYPSUM WALLBOARD ON RESILIENT CHANNEL SIDE (STC-50) (LOAD BEARING) W-4 )<e" CAB EA SIDE PLUMBING NR N/A NR NR WALL AT SHTG, PER STRUCTURAL INTERIOR UNIT ?X STUDS ® I6" OC. UNO. ON PLAN PER yTRJCTURAL PLUMBING / MEOW. PIPES DESCRIPTION FIRE RATING 5OUND RATING mmn i1 RATING SOURCE RATING SOURCE 5 -1 -L a m TYP. SLAB 2" RIGID N$.24" INTO SLAB AT HEATED SPACES NR N/A N/A N/A ON GRADE FLOOR FINISH PER PLAN 0 (D � E2 C p> CONC. SLAB SEE STRUCTURAL c � C W • C L - - - - - -- 4" CAPILLARY BREAK MATERIAL PER GEOTECH U B L REPORT � (n a O MOISTURE BARRIER O� gg X C F -I 0 Oi TYP. I HOUR I HOUR GA FILE NO. 50 TO 54 FIRE FLOOR / � 1 Q FC 5111 STC RESISTIVE CEILING DESIGN ASSEMBLY '1' JOISTS PER 5TRUCTURAL, SPACED IS" CO. MANUAL FIR=STOPPED IX3 BRIDGING APPROX CEILING WEIGHT SPSF FIRE TEST NRCC A- 4440.1 (REVISED). 1 SOUND TEST NRGG -331E0.2,6-30-00 UIOOD I- JOIST, GYPM UAlU.00A1®, IIC AND TEST 40 (6 1P1 NRCC 31501, 6 -30 -00 W6NLw Cii ims BASE LAYER �" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGELS TO RESILIENT CHANNELS Ib" O.G. WITH I}" TYPE 5 DRYWALL SCREWS 12" FIRE CALK ALL OC. RESILIENT CHANNELS APPLIED AT RIGHT ANGLES TO MINIMUM B}" PENETRATIONS DEEP WOOD I- JOISTS, WITH MINIMUM I}" DEEP x I;" WIDE FLANGES AND MINIMUM g" WEBS, 4' CO. WITH 1}" TYPE W DRYWALL SCOWS. FACE LAYER TYPE X GYF OLN WALLBOARD APPLIED AT RIGHT ANGELS TO Z1 CHANNEL5 WITH I1 "' TYPE S DRYWALL SCRELLIS 12" OC. FACE LAYER END JOINTS LOCATED !MIDWAY BETWEEN CHANNELS AND ATTACHED TO BASE LAYER WITH 1j" TYPE G SCREWS 12" CO. EDGE JOINTS OFFSET 24" FROM BASE LAYER EDC* JOINTS. WOOD I- JOISTS SUPPORTING I" ORIENTED STRAND BOARD APPLIED AT RIGHT ANGLES TO I- JOISTS WITH 8d COMMON NAILS 124 CO. F-2 FLOOR FNISH PER PLAN FLOOR SHTG PER STRUCTURAL TYP. EXTERIOR FLOOR FLOOR JOISTS PER PLAN LYWOOD SOFFIT WALL ASSEMBLIES DESCRIPTION FIRE RATING SOUND RATING RATING SOURCE RATING SOURCE UJ- I TYP. ¢X4 STUDS a 16" O.C. UNO. ON PLAN NR N/A NR NR INTERIOR WALL JS" GWB EA SIDE III SIDING PER ELEVATION (COORDINATE SUBSTRATE W - 2 PER BELOW) OVER ONE LAYER WEATHER TYP RE5I6TIVE BARRIER W/ 60% OVERLAP NR N/A NR NR EXTERIOR SHTG. PER STRUCTURAL WALL ¢X6 STUDS • 16" O.C. U.N.O. ON PLAN PER STRUCTURAL J¢" GM W/ PVA PRIMER (PERM PAINT) W -3 TYP. UNIT I HOUR GA FILE NO. STC 50 FIRE SEPERATION T14I0004E55 5j" WP 3242 RESISTIVE WALL APPROX WEIGHT l PSF DESIGN FIRE TEST BASED ON UL R14156, MANUAL 05W,05311,2-15-05 UL DESIGN U305 SOUND TEST NRCC TL%3 -103, 3 -S8 NRCC TLS3 -115, 3 -SS GYPSUM WALL BOARD, RESILIENT CHANNELS, MINERAL OR GLASS FIBER INSULATION, WOOD STUDS. W51LENT C 4AKELS 16" O.G. ATTACHED AY RIGHT ANGLES TO ONE SIDE OF 2X4 STUDS AT I6" OC. WITH li" TYPE 'S' DRYWALL SCREWS. ONE LAYER I" GYPSUM WALLBOARD OR GYPSUM VENEER5A5E APPLIED AT RIGHT ANGLES TO CHANNELS WITH I" TYPE 'S' DRYWALL SCREWS 5" OC, WITH VERTICAL JOINTS LOCATED MIDWAY BETWEEN STUDS END JOINTS BACKBLOCKED WITH RESILIENT CHANNELS. 3" MINERAL OR GLASS FIBER INSULATION IN STUD SPACES. OPPOSITE 51m: ONE LAYER I" TYPE 'X' aYFSUM WALLBOARD OR GYPSUM VENEER BASE AFFLIED AT PARALLEL OR RIGHT ANGLES TO STUDS WITH bd CEMENT COATED NAILS, Ij" LONG, 0MIS' SHANK, I HEADS, 1" O.C. VERTICAL JOINTS STAGGERED 24" ON OPPOSITE SIDES. SOUNDS TESTED WITH STUDS SPACED 24" OC. (STC -50). ALSO SOUND TESTED WITH STUDS SPACED 16" O.C. AND WITH TWO LAYERS OF `¢" TYPE 'X' GYPSUM WALLBOARD ON RESILIENT CHANNEL SIDE (STC-50) (LOAD BEARING) W-4 )<e" CAB EA SIDE PLUMBING NR N/A NR NR WALL AT SHTG, PER STRUCTURAL INTERIOR UNIT ?X STUDS ® I6" OC. UNO. ON PLAN PER yTRJCTURAL PLUMBING / MEOW. PIPES a c a c a mmn i1 M r o M s -L a m rn 0_ O � 0 (D � E2 C p> W c � C W • C L N U B L � � (n a U U J mmn i1 M r o M s -L a If rn 0_ O � 0 (D � E2 C p> W c � C W • d L N U L � � (n a O U J mmn i1 J If 0_ 0 _ O ��1L1 LL LL. N U) • N d a Q Lo 0) 0) Q E O� gg X C 0 Oi U J J If 0_ 0 _ O ��1L1 LL LL. N U) N d a Q Lo 0) 0) Q E O� gg X C 0 Oi O E ED & N � 1 Q 8 24X36 MIRE R LOCATION OF SHOWER SFR4Y UNIT W/ 60' MR �/ \ 23 23 12 HOSE THAT CAN BE 42" MIN. I " M USED FIXED OR AS 9 HAND HELD UNIT. 24 / VERTICAL BAR MAY 11 n -J HOOD SPLASH 6 NOT INTERFERE WITH USE 4 ° BACK e 18" TOWEL. BAR OF GRAB BAR 41' 6 21" MAX. SHOWER UNITLUITHN 4V' MAX REACH HEIGHT. ___� NO THRESHOLD 9 O O O O O _ _ _ S+R98 BAR ALOWED ON 60" = ROLL -IN TYPE SLOWER m Ln of-EN 8 STALLS. PROVIDE m , - _ MID BL IOCKING PER 5/B" GAB. - - - r \m ' BEkouL DETAIL A6 -45 TO ' INSTALL FLOOR FLUSH. 4" VINYL BASE 4" TOE 4" VINYL B 4" VINYL BASE 4" VINYL BABE Z � BACK OF BAR 0 0 KITCHEN UNIT 2 0 '15.. M'M A A ACCESSABLE BATH ROLL LAMINATE I I1„ KEY NOTES = TYP. ADJ. SHELVES = LAMINATE COUNTER TOP - LAMINET BACK :o SPLA%4 1❑ 34" HIGH KITCHEN COUNTER A] 30" X 60" CLEAR FLOOR 36" AT BASIC UNITS SPACE eROLL -IN SHOWER =__ __ ____ w - -- ❑3 - - - - -- e 3 MIL PYC EDGE SUPPORT PANEL 2❑ RANGE AND OVEN W/ CONTROLS •FRONT BANDING ALL TO MATCH CARNET FMIRROR r / EXPOSED EDGE f FINISH ❑ © 30'X40 CLEAR FLOOR SPACE _ _ REQUIRED CLEA E 3 UPPER CABINETS PERPENDICULAR TO LAVATORY HOOD V M SP's ® 33" (VERIFY) REFRIGERATOR 4ABT TOILET CLEAR FLOOR SPACE 4 y OPEN BELOW a ADA ( OPEN BELOW ADA 1 b _ — 4'' ❑5 FLOOR MOUNTED TOILET 0 cfO.� 30"X48" CLEAR FLOOR SPACE 00 � 0 0 5UF'PORT PANEL PARALLEL TO SINK L A -5ID LAVAU LATED LINTER 34° MAX. HEKaNi �, ❑1 ' � W /INSULATED PIPE M a 30 "X48 "CLEAR FLOOR SPACE ___ ___ Q) QJEE ❑T LAVATORY WITH LEVER HANDLES PARALLEL TO RANGE AND OVEN - m - CLEARANCE = L L\� FOLDING 'L' SHAPED FOLDING SEAT � 30 "X48" CLEAR FLOOR SPACE 1Y" 11 n MIN. 250 LB. CAPACITY PERPENDICULAR TO REFRIGERATOR 11 OPTIONAL 0 ROLL-IN SHOWER BEE PLAN 0 0 0 ADA KITCHEN UNIT 4 E CID NGLCUSURE 4 10 WATER HEATER .c W U C co m W d SUF'PORi CLEAT 2 LAVATORY DIMENSIONS, ACCESSIBLE THRESHOLD - N � A -5ID I1 DOUBLE COMPARTMENT SINK NOTE: 7 Z3 • V = SEE DETAIL WHERE FURRED .� EXHAUST CHASE OCCURS `0 - - -- - -- El KITCHEN COUNTER I EATING BAR 34" HIGH I4 DISHWASHER 15 COMBINATION BATHTUB AND SHOWER ADA SINK W/ LEVER HANDLES Ib EATING COUNTER 34" HIGH 12" MAX 54" MIN. _z IT NOT USED " M 4T MIN 36" MI 18 ❑ RAISED EATING COUNTER 41" HIGH - - - - -- -- - -- -__ ° C� 19 KITCHEN COUNTER 36" HIGH 36" MAX. z 18 MIN. ? 10 NOT USED Q, 4 F211 LAVATORY COUNTER 3b" HIGH KITCHEN e UNIT I m 11 MEDICINE CABINET (RECESSED) INSULATION ON PIPES 2 A -3ID 13 MIRROR A-3ID ,n GENERIC ACCESSIBLE DETAILS 24 TOWEL BAR I 004 -E I r °o 25 TOILET PAPER HOLDER M �r t 16 WARDROBE SHELF AND POLE 002 41" MIN. B MIN. 11 003 -A I" a " .. . 41" MIN. i" MA E o 001 00l f -1 1 rn Y T, ,..I 39" - 41' Y FLOOR d, C D D a o CLEAR —'► SPACE FINISH SCHEDULE �3 A FLOOR J ,a 3. SPACE ❑ I � c 001 FC 4" EXPOSURE LAP SIDING PT m M 25 a' In 30" MIN. 002 FC SHINGLE SIDING PT _ N m r 5 60" MIN. 003-EE TRIM, BELLY BANS, FASCIA Pi 4" INYL 004- COMPOSITION ROOFING PF m CLEAR FLOOR SPACE CLR FLR SPACE AT LAV. 0m5 VINYL WINDOW F'F -WHITE 006 ENTRY DOOR PT -SEE NOTE 001 GUTTER PT -SEE REAR ELEVATION LE�t ELEVATION TYPE A' UNIT 008- SLIDING GLASS DOOR PT -SEE NOTE MOUNT ALL OUTLETS ON ALL IF GRAB BARB ARE 009 DOLNSP'OUT PT -SEE NOTE GROUND FLOOR W ITS 5" MM. CONTINJOUS, ENDS MUS METAL FLASHING PT -5EE NOTE U FROM CENTER OF BOTTOM FLOOR FINISH BE 6" FRG41 010 OUTLET TO FINISH FLOOR PERPENDICULAR 011 -C MOLM ALL SWITCHES AND FLEXABLE FILLER WALLS GARDRAIL F'F THERMOSTATS 48" MAX FROM L 23" MAX 11, 012 -A DECO TPoU55 Pi 012 -A a J CENTER i0 FINISH FLOOR COLASPABLE WATER x 013 -G COLUMN AND BEAMS PT 010 RETAINER Q ; . - - ©..- INTEGRAL LEVEL SUPPORT BY '^ COLOR SCHEDULE I DT 4„ A CREAMY sw T012 I I _ � ` C- 6" MAX q B COLONY BUFF 60201 013 -C .. ^ A -5 C SPLIT RAIL GREEN S � � � III III III II III III II III �I �I�I �I�I �I�I �I�I �I m � LL - D AUDUBON GLEN 5W 2119 ' Io � 11� �-�-�' RECESS CONC. 3/4" E ROOF COLOR - FACTORY FINISH � � w B ELEVATION ®SHOIUER THRESHOLD aROLL-IN SNOUJER NT$. GENERAL NOTES: cu 00 g a a a ffi CILm� -q g !Z AGGESSIBLE BATH DETAILS 1 + ALL MATERIALS SHOWN IN ELEVATION Ud2APARgAJD 6 < CO 04- g CORNERS NOT SHOWN 10 ADJACENT WALL BEYOND. GENERAL NOTES: 2. IhAIN? METAL FLASHING SAME COLOR AS ADJACENT _ _ _ `- O L NO CARPET PAD IN ACCESSIBLE UNITS (A48). PROVIDE 3. PART CAIi OR SAME COLOR AS FASCIA BEHIND. w }+ E z 2. DOWN CARPET. SEE FINISH SCHEDULE. FRONT ELEVATION RIGHT ELEVATION g ° O (' 2. IN AGGESSIBLE CLOSETS: CLOTHES ROD SHALL BE 4. hAINi DCUNSPOIITS SAME COLOR AS ADJACENT FIELD a J ADJUSTABLE TO 54 ", AND SHALL BE LOCATED COLOfQ BETWEEN 5. KART DOORS SAME COLOR AS ADJACENT FIELD COLORS. SCALE: I /e" = I' -0" " 3, HOT WATER AND DRAIN PIPES UNDER LAVATORIES s SHALL BE INSULATED OTHERWISE CONFIGURED TO PROTECT a g C) m 1 AGAINST CONTACT. THEE SHALL BE NO SHARP OR E ^, ABBRASIVE SURFACES UNDER LAVATORIES, Lo 4. RECESS FLOOR AT ADA ROLL- SFIOUE,ER PER DETAIL 5 A -5ID TYP I HOUR ROOF / CEILING ASSEMBLY SEE R -I SHEET A -40 ASPHAL COMPOSITION ROOFING (CLASS A)t ROOF UNDERLAYMENTt ROOF SHEATHING PER STRUCTURAL TYP.* 2" AIR SPACE MINA MANFUACTURED ROOF TRUSS • 24" O.C. MARS R38 BATT - BLOWN IN INSULATIONt VAPOR RETARDERt (2) LAYERS V TYPE 'X' GM PVA PRIMER (PERM PANT) *TOP PLATE IT' -0" AFF. TYP, I HOUR FLOOR / CEILING ASSEMBLY SEE F -I SHEET A -40 FLOORING MATERIAL PER PLANt FINISH FLOOR AND SUBFLOORt FLOOR JOISTS PER 5TRJCTURALt ACCOUSTICAL BATT INSULATION. 1S" GLUB., PAINT SECOND FLOOR 9' -0" AFF. TYP. SLAB ON GRADE SEE 5 -1 SHEET A -4.0 FLOOR FINISHES PER PLANt CONC. SLAB PER STRUCTURALt R -10 RIGID INSULATION 24" PERIMETER OF HEATED SPACESt UNDERSLAB VAPOR BARRIERt CAPILLARY BREAK MATERIAL PER SOILS REPORTt NATIVE $OILS OR COMPACTED STRUCTURAL FILL PER SOILS REPORT. * FIRST FLOOR 140 -0" FF. TRUSS BLOCKING PANEL T FLASH AND COI FLASH AT BELC FLASH AND COI FLASH AT WALL LEDGER TYP. TYP. I HOUR ROOF / CEILING ASSEMBLY — SEE R -I SHEET A -40 A5PHAL COMPOSITION ROOFING (CLASS Alt ROOF UNDERLAYMENTt ROOF SHEATHING PER STRUCTURAL TYP.t 2" AIR SPACE MIN.t MANRUACTURED ROOF TRUSS a 24" O.C. MAX.* R38 BATT - BLOWN IN INSULATIONt VAPOR RETARDERt (2) LAYERS %" TYPE 'X' GWB PVA PRIMER (PERM PAINT) 2" WIDE CONT VENT THROUGH PW LID *TOP PLATE 11' -0" AFF. BEAM -SEE STRUCTURAL PROVIDE SIDEWALL SPRINKLER HEADS s BALCONYS AND PATIOS TYP. WALL BEYOND TYP I HOUR FLOOR / CEILING ASSEMBLY SEE F -I SHEET A -40 FLOORING MATERIAL PER PLANT FINISH FLOOR AND SJBFLOORt FLOOR JOISTS PER STRUCTURALt 2X6 ACCOJ5TICAL BATT INSULATIONt .f" GUU.B., PAINT - SEE 03 WALL SECTION a TYP. 15AL. - PATIO WALL SCALE: 1/2" = 1' -0" SECOND FLOOR 9' -0" AFF, TYP. SLAB ON GRADE SEE 5 -1 SHEET A -40 FLOOR FINISHES PER PLAN* CONC. SLAB PER 5TRUCTURALt R -10 RIGID INSULATION 24" PERIMETER OF HEATED SPACESt UNDERSLAB VAPOR BARRIER= CAPILLARY BREAK MATERIAL PER SOIL$ REPORTt NATIVE SOILS OR COMPACTED STRUCTURAL FILL PER SOILS REPORT. *FIRST FLOOR 140' -0" FF. TRUSS BLOCKING PANEL O WALL SECTION 9 TYP. EXTERIOR WALL SCALE: IR" - I' -0" OP PLATE IT' -0" AFF. TYP I HOUR FLOOR / C SEE F -I SHEET A -40 FLOORING MATERIAL P FINISH FLOOR AND SUB FLOOR JOISTS PER 5TF ACCOUSTICAL BATT IN: )4" G)W.B, PAINT SECOND FL( 9' -0" AFF. TYP. I HOUR FLOOR DW SEPARATION WALL SEE W -3 SHEET A -4D V TYPE 'X' GWB, PAIN SHEATHING PER $TRUC 2X WOOD FRAMING PEF ACOUSTIC BATT INSULA V TYPE 'X' GWB, PAIN YP. 5 SEE 5 -1 SHEET A -40 FLOOR FINISHES PER F CONC. SLAB PER STRU R -10 RIGID INSULATION PERIMETER OF HEATEL UNDERSLAB VAPOR B, CAPILLARY BREAK MC REPORT* NATIVE SOILS OR COMI STRUCTURAL FILL PER FIRST FLOOI �0' -0" FF. O WALL SECTION 9 TYP. UNIT SEPARATION WALL $CALE: 1/2" = 1' -0" - U lowioum U ly ... 8m � F U)� L • d U) (L' v N rn • 0 S ai c LLU J ^` o � fn in U U lowioum U ly ... U)� L • d U) (L' v N rn • N ai c LLU J ^` 0 � fn in U � L U) ILL. o lowioum U ly ... J J U) • 0 U J J U) 0 O ^^L I L ILL. N � ml- cu C CL 0 L m 00 a' °' O E r O� -_j x O v e m 8 co 8 FOOTING SEE STRUCTURAL O WALL SECTION SCALE: i "•I' -0" i 0 I _.... _._ ROOF .LINE WALL LINE all INCA rdal FLOOR PLAN 2400 W. FT. SCALE: I /8" - 1' -0" r — — — — — — — — — — — — — — — — — — — — — — — — — — — -------- -------------- — O= M o U � t N I � I e i u L W ; N C 1 c e U C ? m U 4" THICK CONC. SLAB w/ IO A 114 CONT VENT a RID LL bxb WI.4xW1.4 W.WF. AND A U) COMPACTED GRAVEL t E =� TYR ADA STALL d Q I co � I Q - — — r — — — — — — — — — — — — - ------ - - - - -- --- - - - - - -- J 9 C 0 O � v i 306 R 8010 DR - all INCA rdal FLOOR PLAN 2400 W. FT. SCALE: I /8" - 1' -0" 1 FOUNDATION PLAN 2400 6a FT. SCALE: 10 - 1' -0" SCALE: 1/8" - I' -0" FRONTFRONTELIVAT IONION SCALE: 10 - 1' -0" REAR ELOVATIONELOVATION SCALE: 1/8" - 1' -0" r — — — — — — — — — — — — — — — — — — — — — — — — — — — -------- -------------- — O= M o U � t N I � I e i u L W ; N C 1 c e U C ? m U 4" THICK CONC. SLAB w/ IO A 114 LL bxb WI.4xW1.4 W.WF. AND A U) COMPACTED GRAVEL t E =� d Q I co � I Q - — — _ — — — _ — — — — _- — — — — — — — — — — — — — - ------ - - - - -- --- - - - - - -- 1 FOUNDATION PLAN 2400 6a FT. SCALE: 10 - 1' -0" SCALE: 1/8" - I' -0" FRONTFRONTELIVAT IONION SCALE: 10 - 1' -0" REAR ELOVATIONELOVATION SCALE: 1/8" - 1' -0" Y M r M L a V M U .m O= M U � t N a� � W rn i u L W ; N C 1 c U C m m m U ^L LL Y M r M L a V M U .m O= M U � t N a� � W rn i u L W N N C 1 c U W m m U ^L LL LL Y M r M L a c 3 U .m O= J U ML W N a� � U N i W o c 3 U J J N N N Q O O ^L LL LL rn U) c � E =� d Q O co � Q _ c` E J 9 C 0 O � c 3 DIVISION I GENERAL REQUIREMENTS E191 RA VERACITY: MILE EVERY ATTEMPT 4446 BEEN MADE TO MBIRE NE ACCURACY OF NEW FLA* AND BFECFICATIC14 %SITE CODITION, PRODUCT AVAILABILITY, AND NE LIO WILL AFFECT TIE EXECUTION OF NIS PROTECT. T1EREFOB TRESS DOOFBIR MET BE COMIDERED A WIDELRE , ONLY ALL RFORMATIM "I BE VERIFIED PRIOR TO CONBTRCTM ALL C W To NESS P MST BE EXECUTED N ACCORDANCE WIN FEDERAL, STATE, AND LOCAL CODES, A0 REGMATIGp. 16 APPROVED FLANS: WEN THE WILDRIG OFFICIAL ISSUES A PERMIT, NE LONBTRCTIM DLCI MEIN MALL M APPROVED M ASTM OR BY STAP, w404 STATES'IEABLED FOR CODE CQIPLINICE' OE SET O NE 001*15147I014 DODUTEMS SO REVUBBD SINALL M WTAMP BY NE EIJ WM OFICIA-NE THE OVER SET SUNLL BE RENRED TO NE APPLICANT, °.MALL BE KEPT AT TIE SITE OF MICR( AID SISAL M OPM TO NBP[CTIOH BY NE pUILONG OFICIA. OR TIER AnIORZED REPRESENTATIVE, 6 LGM A0 VWnLATM ARID WATDCA ALL HABITABLE ROOTS, N44.L HAVE A AGGREGATE GLAZMG AMA ONOTLESIBMANSPERCBR CF P 0. MIDOV O RSLIAXUMS OR �TURAL PIPE VEWILA APPROVED OFIS BE iTO Tie WNOOW, DOORS, LOUVERS OR PIPER RPROADED OF4lRG6 TO 11E WTD(.\'.R AIR SUCH OPEBE 541eE FRONDED REACY ILP OR 11 aNEMNI13E READILY CONTROLLABLE AREA O IS UT OO pUIWALL BE 4 PERM NE MNMM AREA E AREA TONE OItOOVFB WALL BE 4 FBFCFNf O iVE FLOOR AREA BERG vBttILA1ED. 14 ATTIC ACCEM BULDN56 ON COMM 11" MILM OR ROOF 001*1F CTION SHALL HAVE M ATTIC ACCESS OFENRG TO AM AREAS MAT EXCEED SO SQUARE FEET AD NAVE A VERTICAL NEGNT LF 30 PICFES QT MMOF£ 125 TIE ROG14 OPISi SELL NOT BE LEM NA4 22 R S BY SO NCHE6 AO SUULL BE LOCATED N A 44ILWAT OR ONER READILY ACCESSIBLE LOCATOM A 30-11CH MMMM LNMTIWW 4EAD ROOM N NE ATTIC SPACE SHAT BE PROVIDED AT SOME POW ABOVE NE ACCESS OPEi WE SECTION MME05B FOR ACCESS RECUIREEMB WffR M IAWICAL EOIIIAffNf IS LOCATED M ATTICS. ACCESS SWLL BE FR OVIDED TO ALL U PER FLOOR SPACES. ACCEN OFB411435 NR' UGH THE FLOOR SHALL BE A MMMM OF b' X 24-.OFEw106 NROUGN A PERIMETER UAl SHALL BE NOT LEM 114416 NOES BY 24 OCIE, WEN ANY PORTION O NE 74CUGi U ALL ACOE6616 BELOW GRADE m AREAWAY NOT LEW N44 E M b BY 24 MOSS NHLLL W PROVIDED. NIS EOTiOM O NE AREAWAY M44L BE BELOW NE N left LD O NE ACCESS, OPMIR T ROUGH LOLL ACCESS OPBSMB 61lALL NOf BE LOCATED UpER 4 DOOIT TO TIE FENDB4CE. SEE SEi MB6JA FOR ACCESS R'.GUIR TOM WERE TECHAICA. EGUIRMINf 16 LOCATED UDER FLOORS. 128 PRDIECTKR A WT DECAY PROIECTIW FROM DECAY SULLL BE PROVIDED N TIE FOLLOWING LOCANLNO BY NE IRE O m7UPOLLY DATABLE WOOD OR WOW MAT IS PRESERVATIVE TREATED N ACCORDACE ON ALPA w FOR NE SPECIES, PRODUCT, PRESERVATIVE 40 SO USE PRESERVATIVES SLULL BE LISTED M SECTON 4 O O UL L UCOD JOAN W i1E BOiTO1 O A WOW 6NAICNRAL FLOOR WEO4 CLOSER RICAN B DUES OR UIDOD GIRDER® WEN CLOSER NV44 O RNOffB TO TIE EKPtlBm GRND M CRAWL SPACES OR UEXCAVATED AREA LOCATED UNN NE FERIFIERY O NE SAILORS FOU DATUM 2. ALL W00D PRAMM MEMBERS NAT MY ON COCRETE OR MASCI Y EXTERIOR FOJDATCN WA10 A0 ARE LESS NA 0 A/C4E8 PR?M THE EaD&D G ROU0. S BILLS AD bff WIN LE GROU01E OR MASONRY SLAB NAT 10 M DFBO AB BY WIFNE OUS MOI U4-EBB SEPARATED PROM SUIO4 SLAB BY A IMPERAOB MO9111,ff BARRIER 4. NE ENDS O wool) GIRDERS am" EXTERIOR K46O62Y OR CONL- REM WA 16 I4AVRG CLEARANCES O LEM NA4 IO INCH 04 TOPS, SIDES A0 ENDS. 5. uPoo 61DNG, S NNG, AID L4ALL FRAMM OL THE EXTERIOR O BI A BMvlG A CLEARACE OF LEM NA 6 MOUES FROM NE GRJUD. 6. UKYA STR1CTUFM MEMBERS SPPORTM MOISTURE MOOR? OR BOOS NAT ARE EXPCWD TO TIE WANER SUCH AS CONCRETE OR MASOIIRY SAS, IMLISW SEPARATED FROM SUO4 FLOOR OR RbFB BY MMISVIOUB MOISTURE BARRIER © EXIERIOR WALLS BELOW GRADE IBC 23041123. WOOD FRA'1RG MEFEBEPof 40 P/RRAG STRIPS ATTACFED DIRECTLY TO TIE NIEROR O EXTERIOR MASOI ¢ OR C0ICFETE WA1S BELOW GRADE MALL BE O APPROVED Na1URALLY DURABLE OR RffBERVATIVE- TREATED WOOD. ® KYWOOD: PLYWOOD SUE FLOORM SNLL BE 3/4' T.IG COX OR IM' C68 (GU ED 4 NAILED), MILMG SI I- BE 6¢d P 6. OC &04 PA'EL EDGES, AD P. 043 M MELD. SPAN SEANM 541 BE IIni' COX OR 14' OSB NAILED W Sd - b' OD AO4S PAEL EDGES, 40 D' OC. M FIELD, WA NDEX SHALL BE 2NO. STAGGER M LAPS b m TRIWI WOOD TRUME6 SINLL K DEOYISD N ACCORDS ON APPROED BGREERPG PRACTICE TIE DESGR A0 MAFACTUFE CP META PLATE COMCIED WOOD TRANS 541 COMPLY UNN 4BUIPI I' THE TFUR DE6kiN DRAWNGB SI41 BE PREPARED BY A REGISTERED PRFISWIOYL WERE REOUARD BY iXE STATUES OF TIE JLRBDICTION N W41Q4 TIE PRO:A CT IS TO BE CONSTRCTED M ACCORDANCE DD TRAMS SHALL BE BRACED TO PREVBIT R, TATIQI AS, PROVIDE LATERAL STABILITY M ACCOIRD V ON NE RQUIR:Mw9 SPECEED N TIE COMTRJCNCN D00f18(TS FOR NE BUILOMG AND BRACIMG REGUIRBHlT6, TRIBBE ,SHALL BE BRACED M ACOORDACE M THE MIVDUL TRIM DE IG14 DRALEYB. M TIE ABSENCE O SPECIFIC WITH NE BUILDIRi COM P01,01T SAFETY !FORMATION (SCSI I -6) GUIDE TO GOOD PRACTICE FOR "OLM RBTALLMG AD 5WM O METAL PLATE CLMECTED WOOD MAWS 4 SIRS I B1R DF 4BTRO - BIEATHIMYa (WALLS) sm. COX RYUOOD OR VB' OBB - B Nm (COP. ROOF) lim. COX RYUOOD OR 746. OM •S NNI42 1614AI4:. ROOF) N444SIR OF 611 RCOR FRAIN3: NE BDS O EACH JOIST, IMAM OR GIRDER! 54 ALL "VE NOf LESS N A14 s' O WARN' M WOW OR PETAL AD NOT LEW THAN V ON MASOan- OR CONCRETE EXCEPT WERE BFPORED 04 A P x 4- RIBBON STRIP AD NAILED TO NE ADJACENT STUD OR BY NE USE O APPROED "$I HAIGERi. 5 JOIST FRAMRG FROM OPPOSITE 510E& OVER A WA006 SUPPORT SVLL LAP A MM O 3. 40 6NALL BE NAILED TWENEF ON A MMMM OF NRSUE E FACE NA11-6. A WOOD OR METAL SPLICE ON 9TRBGN EQUAL TO OR GREATER NA TINT PROVIDED BY NE WALED LAP 16 PERMITTED. JOISTS FRAMAG w0 NE SIDE O WOOD GIRDER M- BE ED BY A D G RI OR ON LPDGER ST RP9 NO LEM, W4OMNA 2'X V. 1. uUXA RFFdMIG B1RIPo OR OVER uIOOD FR4MMG ATTALNED ®HEADERS: BEE BIRCTUR4 DIRECTLY TO NE INTERIOR O EXIEROR MABO4RY WALE OR CO CREIt WALLS 8F10W GRA)E E%CEPf WETS APPROVED VAPOR READER 16 APPLIED MEMBERS FR "MRS RE UW.L 4l) ilE PIiRRYa &1RP0 OR PRA MM DIVISION 2 SITE WORK RE FOOTMGB 4 FOWDATICI : BC ISM FOOTSM 4 FOWDATIOE SISAL M BUILT OM UDIBiRBED SO14 COMPACTED FILL MATERIAL OR CLSM ICOARALLED LOY- BTRBtGN MATERALJ. DIVISION 3 CONCRETE 3 O CONCRETE STREIGN: CONCRETE BHAL HAVE A MNI IU M BFECFED COMPRESSIVE S1IEMYN OF Al AS SIOWN M TABLE 14022. CONCRETE SIB/ECT TO MODERATE OR SEVERE WEANERRG DIVISION l THERMAL 4 MOISTURE PROTECTION 1 01 F ATx34 WALL DAMP -PRO M, F ATM W4-1-6 THAT RETAIN EARN 40 ENCLOSE HABITABLE M USABLE SPACES LOCATED BELOW GRACE 8HA1 BE DAM' PROMID FROM NE TOP OF NE (001143 TO NIS FMIBIED GRADE MA6ORY WALL$ SHALL NAVE NO LESS T1444 3/B MOR N I PAJW CB`ENf PAGING IFFLIED LO NE ENRPA O O NE E a W O11Ya WHALE BE DAIPPFDOFEp M ACCODANNCE ON ONE DF NE FOLLOII.INi: L 13IIUHM003 C R SQUA 2.3SO AY SQUARE YARD E ACRYLICMIODPIED CEMENT. , VS RC41 COAT O SURFACE 41'ENf CO'IPLYRG AS A01CAtED M TABLE PIMP M 6HALL BE AIR MTRAMED AS SFECPED wN ASTM CBat M TABLE 84021. NIS MAXMUM YEY6n OF MY MR OTHER POW -,W6,, &ILIGA BS FOR RLAG OR FLOOR SLAM CEI•E141B NOT 18 EXTERIOR M OONCRTE t MIS(IUFES EM NA FLOOR DF 4l) TO EIGM FORTES CPFA"Rf SLABSADSLAPSMARW�LLEE OF MT To DEk:IN's LMSWIA.SB, NAT EXCEED NE PW N WCT 4 3 TOTAL UEGM MATERIALS USED T MATERIALS 6PECFIED M BEOTKN 123 O ACI 3E naTERIA -B 116ED ro PRODUCE CONCRETE AD YWTNG iVEREOP SELL COMPLY ON TIME APPLICABLE 6TA0ARD6 LISTED M CINPIER 3 O ACI 30 OR AD M. DIVISION 6 DOORS 4 (WINDOWS ma B'ERiIE CY AD RESCUE oFENNGS DMEtBIIB, HABITABLE ATTICS AND EVERY SU.EEPUNG ROOM SHAL HAVE AT LEAST OE OPERABLE EER,i ESCAPE AS, RESCUE OPENMG UHEFE BAW E?Rp COMAM OE OR MORE 9LWPNG ROTS, B'ER30ICY EC #Y AID fr9CUE OPBIMG9 IiL14i -1141121 A CLEAR EMERGRICY ESCAPE AD RESCUE DIRECTLY WO A RELIC WAY, OR OPp4S TO A RELIC WAY, e® SAETY GLA89:T4E row oum SKL BE coOIDEED SPECIFIC HA cm LOCATIONS FOR TIE PROPOSE GLAZING: I. GLAZRG N AL FBBD AND OPERABLE PAE16 OF 51ANGRYx 5LIDM 4!P BFOLD DOORS. 1. GLAZMG N A 1DIVIDUA NXED GR OPERABLE PAEL AAIACBIT TO A DOOR WERE TIE IEAREST VEiWICA- EDGE I6 WINN A 24- RDI1 A Pick O NE DOOR M A CLO&m POSITI04 AD llS BOTTOM EDGE 10 LESS NA 6O TDHEB ABOVE NE FLOOR OR WN-KIIY SURFACE 3. GLAZING M A UNDVIDIIAL FIXED DR OPERABLE PA ML NAT MEETS ALL O NE POLLO RIG CDhC ITI".. 3.I THE EXPOSED AREA O A RDMDAUL PANE IB LARGER NUM 9 SQ4E FEE: AID 31 TIE BOTTOM EDGE O TIE GLAiIIYa IB LEM NUN B IMAE6 ABOVE THE FLOOR AD 33 TAE TOP EDGE O TIE GLAZR G 16 MORE NA 36 MOTIFS ABOVE TIE FLOOR A0 34 OPE OR MORE WAWNG SNAKES AFB UNM 36 11OE61 MEASURED IORZO &LY AD N A 6TRAG14T ORE, OF NE GLAZING 4. ALL COMIC N RALRGB RSWSDLBWS O AEA M WE ABOVE A IIWXRG SURFACE. NCLUPW ARE 9TF CTO AL BALUSTER PAELS AW NON- BNRICN44L RAW, PAXELB, 5. GLAZING N BCLOSIRM FOR OR HALLO FACM 4107 Tll90, MIPLPOOLS, BANAL STEAM RNA$. BANTAM AD SHOWERS WAVE NE BOMoM EDGE EXPWED EDGE O NE GLAZFG IB LESS NA 60 MOEB MEASURED VERTICALLY ABOVE ANY STADMG OR UULKRG SURA.CE 6. G,ABMG M II.A.16 AND FBCEB ADJACENT TO NDOJR AD GUTDOOR SA II FOOLS, NOT TUBS AND WAS WERE NIS BOTTOM ED OF NE GLAZMG 18 L¢eb 1144 S9 NCWBB ABOVE A W MG SURFACE AD UNN 60 MO1E6.1'EAS#D NORIZONTA LY A0 M A &TFAIGn LRE, O NIS WA1ER0 EDGE NIS SHALL APTLY TO OMGLE GVLZMG AD 4-L PAVES M MATIKE GLAZNG 1 GLAZM ADJACENT TO 5TAIRWY4 LA B B AD RAMPS UNN 36 NCiffS NORZLMALLY O A UfA1' ,T4, SURFACE WEN NE EXPOSED SURFACE O NE GLAZRG IM LEW NA 60 ACIFB OBOrE NE PLAW OF TIE ADJACENT MLKMG SURFACE 5.. G.AZMG ADJACENT TO STAIRWYk wNA 60 NCHE6 NORZOMALY O NE BOROM TREAD , A 6TAIFWAY M ANY DIRECTIp4 WEN NE EXPOSED SUipACO O NE GAZRG 16 LESS NUN 60 MCNES ABOVE TIE NOSE (F TIE TREAD, DIVISION 9 FINISHES WI WATER ROOF WALL BOARD: A WYL9 AS, CEILRGB O BAN LLB A0 SICUER EMIR ARRAS SHALL BE COVERED ON APPROVED WATER -NR MATERIAL. 9 0T SIDAER STA-L BU w' BAN NUs Al) s-OER HEADS A0 M SINER COMPA¢IMENT6 SINLL BE fsfl I ON PL'NABBOFBFI4T WIFKO. 9 03 MILTY ROOM LW1 BOARD: ALL SFFKES MMEDIATELY ADJAC84T TO WASER, DRYERS, AID LAORY TUBS SNAL BE SURFACED WIN APPROVED WATERPRIOF MATERIAL. 9 Z BANROOM 4l) UTILITY ROOM PHSI4 0.00RMY ALL BAN 40 UTILITY M,O:.R SINLL w maS ON APPROVED NONOHBOPTIVE MATERIAL 9 OI FIBER- CEFEM, PEER -MAT REFORCS-D GFIMB4T, GLABB MAT a~ BAOUBFS A0 FIBER- RERFOR -FD GYPSUM BACKERS. RFD IMA2 FIBER- CEIMBIT, FIBER -MAT R BNOJD CEMENT, GLA96 MAT G,Fs M BA ASTM 0 MB 0 an, c UT8, O GtpBM Baa�� m COMP IANCE WIN LE C USE, C B2, C INS, OR G "TS, fEBFBCTIVLY, AID PETALLED M ACD SIA L E USED D A5 DAa*l S' RECQM•BOaTIR40 SMALL BE uOED AS BAD(FR FOR UW.L TILE M 1118 AS, SANER AND IW4-L PAELS M SISTER AREAS. 9® GYPSUM WALLBOARD INILRYP lw IIASLE R>rt COVERIYP RFC R903J ROO OEGKS BH4L R1023S WE BEET SP -2 FOR TAMI BE COVERED ON APPROVED PO OF COVERNGB SECURED TO mAccoRCAAPOERION CODE MAtIPB.A�'B DIVISION I0-14 NOT Af'DPLIGABLE GF NIB CHAPTER ROOF ASSEMBLIES&HALL BE DEOIG#D AD METALED DIVISION 15 MECHANICAL MBTALLATIO4 RETRICTIONO bICH NAT TIE ROOF ABSEFBLY BILALL Mi TO PROTECT NE MOM OR STRUCTURE. 3 OI FONDATM WALL IEGM: CONCRETE t OS MDER -FLOOR NSLATIOL UDER FLOOR MSLAT4M A0 ML400MM K1l4DANO4 WLLS SI4ALL EXTEND ABOVE SI4ALL BE M ACCORDACE ON LOCAL BERRY CODES. fsll 1 GRADE ADBACENF TO TIE FOUDATION AT ALL EXAMPLE: WBEC BECTON SOAA.l FLOORS OVER POM A MNMM OF A- UeRE MASCI V VEER IS UCODITCIIED SPACES, SACS AS VEINED CRAWL SPACES, USED AND A MMMM O 6- ELSEWERE. MCONDIT04ED BABEEMS A0 GARAGES, SILALL BE MEMBER NSYATED TO NOU LESS NA NE NOMINAL R -VALE SICWR M PONDATTON FOTTING DEPTH: ALL FOR FLOOR OVER UYLNDITIOED SPACES 04 NIS ENEFYaY EXIEROR FOOTmW N44U BE PLACED AT LEAST D' BBLLW CODE APPLICATION FOR CCMMIACE OPIM ODEEH U 161UPIIND GROFD EFFACE WERE APTLICA15 E, TIE DEPTH OF FOOVWA &IV LL &W 004FORM ON FROST AD WALL NSJLATIM WALL UIRLATCN SHALL M N ACCORD SEISMIC CODITIOE. R403JAJ - R4 3JA1 DACE WIN LOCAL EERGY CODES. EXAMPLE: ABOVE GRADE 6 6 WOOD SPECIES I GRADES t B EXTERIOR WAIL 51441 BE NSULLATED TO NOT LEW NA THE S 6 POIDATCN FOOTM SIB: NORMAL R -VALUE AS SPECFED oN THE EERY CODE msl M SIZES FOR COI4O81E AMID MASONRY FOCNISS SM1 BE AFMICANON FOR THE COIPWACE OPTM CNOBFH SEE AS SET FORTH N TABLE R46J AID Pam R46J (U. TIE F001R4G CHAPTER b TABLES. FACED SA:TT6 OKA L BE FACIE-STAKED WON, W SNLL BE BASED ON TIE LOAD -HARM VALUE O NE SOLL NOT NBET- STAPLED) TO AVOID CATI#SSION M ACCORDANCE WIN TABLE Rb J SPREAD FOOTRGB SHALL BE AT Bd a 6" OC TOE NAIL LEAST b MOSS M NIOMESB, T. FOOTING PRCLECTIONS P, SINLL BE AT LEAST 2 NOES AS, SI NOT EXCEED NE NIOQESS OF TIE FOCTPNG l 01 CEILING MEIN RALLIED O TIE SIZE O FOOTMGO S FF OR IM ME" A0 COLU 10 NULL BE NBA-A I ACC: LO RBILATiOI SMALL BE N ACCORDANCE ON LOCAL ENERGY BASED O4 TIE TRIBUTARY LOAD 4O0 AADU45LE SOL PRESSURE CODES E(APLE' VAULTED CEI1.14G6 SELL BE NO LLATM N ACCORDACE WIN TABLE R A. R0011436 FOR WOOD FOI DATILNO TO LEW NUM NIS 1,10MU4AL R -VALE 54OUN ON TIE SNLL BE N ACCODAVCE WN NE DETAILS SET FORT" M SECTM EIERSY CODE A KICATIM FOR 11E CCMIPLIA4CE OPTCN R4032, A0 FIGURES R4O3X2) A0 1403M.. Cl N SEE CHAPTER b TABLES VAULTED CEILM CAVITIES 310 FOLHDANON PIER PADS SHALL BE O SFICIEM DEPT" TO ALLOW A MNIMTI P SEE f001PYB VEI W AIR SPACE ABOVE NE MSILATIM FACED BATTS (2) SO! FACE NAIL SHALL BE FACE- BT4'LED NOT MWEi- STAPLED). 3 R FONDATIM 444-1- SIZES WE STRICT RK BUILT -UP CORNER STUDS 9 0 FCUOANON ANCHORAGE: R46J6 BILL PLATES AO 14L1-5 SUPPORTED DIRIECTLY ON CONTRUDE FOU DATKNB NULL BE ADIOIED TO NE FO IVATCN N ACOXDALE ON NIB SECTIOL WOOD BOLE PLATES AT ALL EXTERIOR W LL$ ON PMOCLINC SLAB, WOOD BOLE PATER O BRACED WAl PAELB AT BUILDING INTEROPS 04 MICLITNIC SLABS AND ALL WOW SILL PATER OVAL BE AOIORED TO THE FOI DATKM ON ANCHOR BOLTS SPACED A MAOUAM O 6 FEET LN CEMER BOLTS SU BE AT LEAST W INCH N DIAMETER A0 SNLL EXCED A TRAM O T MDE6 WO 001 C OR GROUTED CELLS O CONOEIE MABOOT' NITS. A NR AID U46ER NULL M TWIVIAM ON EACH AO4OIOR BOLT .?HERE &ALL BE A MNIMM O ISO BOLTS PER RATE ON ONE BOLT LOCATED NOT MORE NA U RICA6 OR LESS THAN T BOLT DIAETES PRAM EACH BD O NE KATE SECTOR NEROR BEARNG WALL BOLE PLATES 04 PAU PAWL L BE PD OI THAT AFB NOT PAR A A BRACED WSJ- PEEL SHALL BE FA0 BOWS KATE$ WINE APPROVED ASANBTRS, BILL RATES AND BOLE RATES SHALL BE PROIECBD A0RVIDECAYAID STALL SLATER REQEMS BY SEEPASEMD T l) RFD ILL K TIM OR FFUMAG SYSTEMS 54TH P FABIEIED TO REWIRED SILL RATES lk AYAIORED DIRECTLY TO 11E FOWATION AS REGUFED M OEOION 56 31 08 860331 DIVISION 4 MASONRY ATTIC IN6ULATIQL ATTIC Hb l -ATIO4 ONALL BE M ALCOFDA4 ON LOCAL BENT CODES, EXAMPLE: CEILRGS BELOW vEN1ED ATTICS SNAL BE INSULATED TO NOT LEM NA4 NE 1401 U R -VALUE SHDM FOR ARILS M TAE BERRY LODE APP ICATIM FOR TIE COIPLIACE OPTm cl O SEE CHAPTER 6 TABLES l® CDT WATER TA NSJLATIM FOR NOT WATER I" NSULATION SEE DIASCIR B (19]91 B NFILTRATIO14 CONTROL: PROVIDE CAILKRG, SEAM UEANER STRPPMi OR GAB(ET N NE FCLLOIWBIR AREAS TO FREVENi AIR LEAKAGE: - EXTERIOR BEMUSE AROUND A0 FC AD POOR FRAMES • O�WEEN BENE04 W ROOF All) iOlDATKFB. - BETWEEN a" AND 6. • BEIUEEN WALL P4EL8. - OPENMGB AT ALL PFRETRATIOE O NE BUILDING ENv ELOPE FOR UTILITY SEBR ICES. - ORAL SPACE AR/'E00 PAMELA. DOORS: NE REQIIRD EMT DOOR SINLL BE A SIDE HINGED DOOR NOT LESS T44W 3 FEET M MN A0 6 FEET a NCVE& M IEWT. OVER DOCPb 6VALL NOT BE R OIJIRED UINl THESE MNMM DIMEEION, WAMDOWB: ALLOW WILTRATM TO AO0 FROM NE EUILDRG ENVELOPE, WIICH SHALL BE SH6TANNATED BY TIMING TO STAIOARD MIME E 283 -15. SITE AND MILLLLDRC STOP MADE UTCOBR SABI ARE EXEMPT FROM TIMING BUT 81H4-1- BE WEATHER STRIPPED, CALMED AND MADE -TGMLY PTTNG' AGAWT ALL MOOTUB WLTRATIM DIVISION 5 METALS SIZE OF OPENING DIVISION 6 WOOD AND PLASTICS , " VA �.m BARBER, JOIST TO SILL OR GIRDER T'�1Fpw� NQn E1rtRE ORAL SPACE VAPPORR BRIDGING TO JOIST, EACH END FXMIKE: A GROND LOVER O b MIL. BLACK PCLYENTLETE ® STRUCTURAL PR)PEMIEB FOR IIORITDMA b1A11 BE LAID OVER NE GRAD UNN DRAWL SPACES. NE MEMBER GROUP COVER 54.E BE OVERLAPPED 6' MNMUM AT TIE STRESS DMB491ON LUMBER GLUE BEAR JO4T9 AD SHAL EMEND TO TAE POIDATM IW4-L TIE Fb IA50 PSJ. 2,4010 PSI. GRDND COVER MAY BE OMITTED M CRAWL SPACES F TIE E 1,900009 PSJ. 1116000 PSI. CRA0. SPACE HAS A COCRETE SLAB ON A MNIMAM TOP PLATE TO STUD NICIF B OF 31/U'. 6 6 WOOD SPECIES I GRADES t B (4) 8d TOENAIL OR (2) Ibd END NAIL ME WARP D aM LIMBER FOR STUDS, PLATES A0 WAVERS 541 BE MOORS AID RXFCELLRGB COIIPRIBNG ELE Ei O TIE IDENTIFIED BY A GRADE MAX O A LUBER GRADMG OR MBPECTKIN AGBCY WILOM NORMAL ENVELOPE, A VAPOR RETARDER SHALL BE NAT HAS BEEN APPROVED BY A ACCREDITATION BODY NAT COMPLIM M&TALLED O4 THE WARM -MAwI SIDE O TIE M Tlm WIN DLC FWD. M LIEU O A GRADE MAR, A LERTIFICATIM O MSPEOION (3) 8d TOE NAIL ISSUED BY A LUMBER GRADR S OR M PEC104 A#IICY MIEETMG NE Bd a 6" OC TOE NAIL REGUIREMENR O NIS SECTION SELL BE ACCEPTED, (2) 11 FACE NAIL © MDBR FLOOR SPACE VENFILATIM TIE WDER3LOOR SPACE BETUEB4 NE BOTTOM O THE FLOOR JOISTS A0 THE EARN UDER AVY BUILDING (EXCEPT SPACE OCCUPIED BY A BASEMENT) SHAL HAVE VTMTILATIM OPENR X THRTGH FOUNDATION LIAL16 OR EXTERIOR WALLS. NE MNMM MET AREA O VENTILATION OYF£NMGS SHALL NIT BE LESS NA I SOIIFRE FOOT FOR EACH BS, SQUARE FEET O UOER-FLWR SPACE AREA W-EW THE GROUO SIIFFACE IS COVERED BY A CLA96 I VAPOR RETARDER MATERIAL WEN A CLASS I VAPOR RETARDER MATERAL IS USED, NIS MINIMUM PET AREA O VENTILATION OPENINGS SINLL NEt BE LESS I" I SQUARE FOOT FOR EACH 1,500 S(A4E PEET O IFDER -FLOOR SPACE AREAL DC SUCH vEMILATRG OPWRG SNLL SE ON M 3 FEET CF EACH CORER O NE BULDRa ME ATTIC VEMILAPM MINMM AREA NE TOTAL MET FREE VENTILATING AREA SHALL NOT ise LESS NUN VBO OF TIE AREA OF NIS SPACE VENn"m EXCEPT NAT FED:ICTIM OF TIE TRRAL AEA TO l /169 N PERMITTED PROVIDED NAT AT LEAST 60 P£fCFNT AND NOT MOTE NM W PERIVNT O NE REQUIRED) VIRMATN3 AREA IS PROVIDED BY vENTILATOR6 LOCATED M NE UPPER P01TIO4 O TIE SPACE TO BE VEMILATED AT LEAST 3 FEET ABOVE NE EAVE OR SONDE VEM.. AS M 4TERRATIVE, NE PET FEE CRA &vEMILATION AREA MY BE REDUCED TO VXtl WEN A CLASS I OR II VAPOR BARRIER IB PaTA-LEBD ON THE WARM- M- UAHIER SIDE CF NE CELLM ON EMUWBT FAH: WERE EXCESS "TSR VAPOR OR GOOKIPG WO63 ARE FRJOLCFD, BJ6yRBT FAB ARE REQUIRED: N EACH KITC4EN MNIR,,M WATER CLOSET ROOM, LATDRT FACILITY, NDOOR 4WA;AM POOL, EPA AND OVER SUCIU ROOMS, S, NE Pow O UISCHARYS OF EMWAT AIRSI L BE AT LEAST YFROM ANY OM,M WO TM BUILDING OR PROPERTY LNE (NIS MCLUDEB DRYER EM4A9T0 AD PJI E RAY$ - OOD9). B 10 EXHABT FAB MNMM SOURCE SPECIFIC vENnLATIM CAPACITY REGUIRTENTB. LARD BAN- KITCNBB NTERMITTm BO OPM EO ORM OPERATM C RE05 CRi n OERAT NOME: ALL FAS SHALL PROVIDE ME REGUFED ROW WEN TESTED AT 25 IUATER GAWE. FAIR LARGER THAI, NIS ABOVE REBCPoPThE SIZES MAY BE PECEMARY TO ATTAIN NE gS,UIR, ROW B B SMOKE ALARMS LOCATIDE SMOKE 4AIRMS S BE INSTALLED N NE fMLOII.EY LOCATION. L M EACH SLEEPRG ROOM 2. OUTSIDE EACH OPERATE SFEPMG AREA N TIE I ,ATE VICINITY O NE BEDROOMS., 3.OI EACH ADOTILNA SIM, OF NE DUELLIG, MCLIDRYa DASSI MS AND HABITABLE Aria.. MWELLAYB OR DIELLN3 JUTS ANI SPLIT LEVELS ANb w,,,I AND MIERVENRG DOOR MIXEEN NE ADJK699 LEVELS, A STOKE ALARM NSTALED ON THE UPPER LEVEL SHALL SUFFUM FOR TIE ADJACENT LOWER LEVEL PROVIDED THAT TAE LOITER LEVEL 18 LEW NA14 OE RILL STORY Bi NE UPPER B19 FBI-241 WATER CLOSET LLEAR44CES: W TER CLOSET STALL BE LOCATED M A C4-EAR WALE NOT LEW RICAN 3O- M WIDN NE CLEAR SPACE SWLL NOT BE LESS NIA 21', DIVISION 16 ELECTRICAL ® CRANED OUTLETS: ALL R CEPTAt -E9 SHALL BE GROUNDED TYPE FECEPT4=5 LOCATED M Kll E AD BANS SHALL BE INSTALLED 45CAB NE WDRK TOP.OnER RECEPTACLES BIl4t1 BE NMTA- EW AT D' VER CA-LY ABOVE NE FLOOR INLE88 b4D1N OiIlERUBE ON TVIE DRNwMYB. NAILING SC�-IEDULE SIZE OF OPENING CONNECTION NAILING JOIST TO SILL OR GIRDER (3) 8d TOENAIL BRIDGING TO JOIST, EACH END (2) 8d TOENAIL, EACH END Ixb SUBFLOOR OR LE65 TO EACH JOIST (2) Sol FACE NAIL Ixb SIJBFLOOR OR WIDER TO EACH JOIST (3) 8d FACE NAIL 2" 5JBFLOOR TO JOIST OR GIRDER (2)16d BLIND 4 FACE NAIL SOLE PLATE TO J015T OR BLOCKING 11 b 16" OC FACE NAIL SOLE PLATE TO J015T OR BLOCKING, AT BRACED WALL PANELS (3) Ibd PER 16" FACE NAIL TOP PLATE TO STUD (2) Ibd END NAIL STUD TO SOLE PLATE (4) 8d TOENAIL OR (2) Ibd END NAIL DOUBLE 5TUD5 Ibd a 24" OC FACE NAIL DOUBLE TOP PLATES 166 a 16" OC FACE NAIL DOUBLE TOP PLATES, LAP SPLICE (8) 16d FACE NAIL BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE (3) 8d TOE NAIL RIM JOIST TO TOP PLATE Bd a 6" OC TOE NAIL TOP PLATES, LAPS AND INTERSECTIONS (2) 11 FACE NAIL CONTINUOUS HEADER, TWO PIECES 16d a 16" OC ALONG EACH EDGE CEILING JOIST TO PLATE (3) 8d TOE NAIL CONTINUOUS HEADER TO STUD (4) 8d TOE NAIL CEILING JOISTS, LAPS OVER PARTITIONS (3) Ibd FACE NAIL CEILING JOISTS TO PARALLEL RAFTERS (3) 16d FACE NAIL RAFTER TO PLATE (3) SO TOE NAIL P BRACE TO EACH STUD AND PLATE (2) 8d FACE NAIL Ixb 5HEATHING OR LEC75 TO EACH BEARING (2) SO! FACE NAIL Ix8 SHEATHING OR WIDER TO EACH BEARING (3) 8d FACE NAIL BUILT -UP CORNER STUDS 16d a 24" OC BI11LT -UP GIRDER AND BEAMS 20d o 32" OC AT TOP AND BOTTOM AND STAGGERED (2) 20d AT ENDS AND AT EACH SPLICE 2" PLANKS (2) Ibd AT EACH BEARING NOTE : COMMON OR BOX NAILS MAY BE USED EXCEPT WHERE OTHERWISE NOTED. SEE TABLE 11023(5) FOR ADDITIONAL NOTES AND SPECIFICATIONS SIZE OF OPENING Ib" O.C. SPACING NO. OF JACK STUD$ NO. OF KING STUDS UP TO 3' -6" 1 1 >3' -6" TO 5' -0" 1 1 >5' -0" TO 5' -6" 2 2 >5' -6" TO W -0" 2 2 >8' -0" TO 10'-6" 2 3 >I0' -6" TO 12' -0" 3 3 >74" TO 13' -0" 3 3 >13' -0" TO 14' -0" 3 4 SEE TABLE R603b(4) FOR ADDITIONAL NOTES AND SPECIFICATIONS HEADER TO KING STUD CONNECTION HEADER SPAN 12 24' -0" TO 16' -0" (4) 08 SCREWS SEE TABLE R603b(5) FOR ADDITIONAL NOTES AND 5PEGIFICATIOTI5 INSTALLATION INSTRUCTIONS OF SIMI STEEL STRONGWALL AND WOOD STRONG WALL COME ATTACHED TO THE WALL ASSEMBLIES. PLEASE READ AND UNDERSTAND THE DESIGN DRAWINGS AND PRODUCT INFORMATION BEFORE INSTALLING THE ANCHORING ELEMENTS OF THE WALLS. IF INSTALLATION INSTRUCTIONS ARE NOT PRESENT REFER TO 51MP50N STRONS -TIE CATALOG G -SWOT OR JUMSTRONGTIE.COM SIMPSON STRUNG -TIE WILL PROVIDE, UPON REQUEST, TRAINING AND FIELD REVIEW BEFORE THE INSTALLATION OF THE ANCHORING ELEMENTS OF THE STEEL AND /OR WOOD WALL ASSEMBLIES. TO REQUEST SUCH TRAINING PLEASE CALL (800) 999 -5099 EM. 1082 AND PROVIDE NAME, PROJECT ADDRESS, AND CONTACT INFORMATION. YOU MAY ALSO E -MAIL REQUESTS TO KBOURN65TRONGTIE.COM PLEASE ALLOW 48 FIOUR$ NOTICE FOR SCHEDULING. MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD THICKNESS OF GYPSUM BOARD APPLICATION ORIENTATION TO FRAMING MAXIMUM SPACING TO FRAMING MAXIMUM SPACING OF FASTENERS FASTENER SIZE TO FRAMING NAILS 5GREW5 3/8W CEILING PERPENDICUALR 16 1 12 13 GA., 11/4" LONG, 19/64" HEAD: 0.098 DIA, 11/4 LONG, ANGULAR- RINGED: OR 4d COOLER NAIL, 0 .080" DIA, 13/811 LONG. 152" BOARD WALL EITHER DIRECTION I6 8 16 12" CEILING EITHER DIRECTION I6 1 12 13 GA., 13/8" LONG, 19/64" HEAD: O.OW DIA, 11/4" LONG ANGULAR - RINGED: OR 5d COOLER NAIL, 0.086" DIA, 15/8" LONG. 15/64" HEAD: OR GYPSUM BOARD, NAIL 0086 DIA, 15/8" LONG, 9/32" HEAD. CEILING PERFENDIGUALR 14 1 12 WALL EITHER DIRECTION 14 8 11 WALL EITHER DIRECTION 16 6 I6 5/8" CEILING EITHER DIRECTION 16 1 11 13 GA, 15/8" LONG, 19/64" HEAD: 0098 DIA, 13/8" LONG DANCTULA 11/8" rLONG. I /04RHEAD: OR GYPSUM BOAS NAIL 010915 DIA, 11/8" LONG, 19/64" HEAD. CEILING PERPENDICUALR 24 1 11 WALL EITHER DIRECTION 24 8 11 WALL EITHER DIRECTION Ib B 16 SEE TABLE RT013(5) FOR ADDITIONAL NOTES AND SPECIFICATIONS SEALANT BEAD BEHIND MOUNTING FLANGE SEALANT SEALANT BEAD BETWEEN AND MOUNTING FLANGE Qj I N WATER NFDDRG FAAKN STARRa 1 1FE BASE O i1E WVA1 I IS Top. 1OWIDB 1VE TOP, NBTALL TIE w® TO 1VE PALE O NE SEANwYx 2U APPLY BILL FLARING JAPKT BEAD OF BEAAw AT MLA R UARDOL 0./4Y£ I SET SCREW, TO FWIG PA 4EaD CTO4IOII ACILITATE NBPECT (4� APLY BEAD O BEANRI Ai SIDE JAMB, EXE]D S N' APPLY JA's RA9HN3 �6, AFFLr BEAD O BEALAM ar NEXT (p APMY HEAD PAWN( RMOrE PFEVIOwLT /APPLIED TAPE A-- M OZB TO LAY RAT OVER LEAD P. APPLY N&4 SIEANm NG TAPE OVER a DI DAaONAL art -BEE DIAGRAM EXPID "MB RDYN o1dRG AT MEAD.1145(iW O JAB Ii.ABNRIG UDER iFE RAP O UTID AT Nff DIAGRAM. BEE SECt I ON � THROUGH WINDOW JAMB SCALE: TUTS. SEA NE 11WPL PRATE To OPBRAYa APT A,MF NQL DW TO TIE BW(BDE (NIEROR) O NE LLFD,'W R -AILS, M LRE WN N41" FEE- F14OED IIOlEO DR 501, JaES 6In- ABOVE NE RO. AT NE 1ffM. pEGE7 JAE PIANIW' MO 6EALAR 40 FA181 M POKE (RKNAG GOES OVER BFA4MIT). _ 3 WALL SHEATHING VAPOR BARRIER I 51DING PER PLAN FLASHING SEALANT BEAD WINDOW TRIM PER PLAN AT IEAD RASING AT MEAD EXTENDS T' BETOD JAB NA5M2 \ EMBED BORON O U WT HE lEK \ FLAbM3AGARMW FIENDBLY APPLIED � BEAANf !7 (FLASIMGG'JES OVER _ BEALAVTA E%RD MEAD R40114G BETOID FAAI JAB RAN1RLi FdS1194 N RACE A A WINDOW INSTALLATION (WHOD A -1) WEARIER RESISTIVE BARRIER lWID) APP ED PRIOR TO NE WTDLW METAL tm RABIIRL3 APPLIED O.ER tiff FACE O 11ff FICWTMG RAY£ INTERIOR VIEW 1 tOP 113R LOREROUAIDPL ` BI4R1 ND ADJUST W6`QU r0 ACNBVE . MUMS, A LEVEL CEDINN um COFmomok R019TA47 PAmffR6 PAi94 WIFE'S PER WFDDL MIAVYACnITER ePECPlurlaa. ID WEAm RIE&6TAr BAPRERN ) ATANDEiEEAY CAREFUlYCUTNE MJE2ER W A DI/f>oNAL. GFMLT RASE 11E TOP FINS O 11E BARSFR TIP AD TAE LVE TOP CORERS AND C i0 Nff EXIBWOR W4WB SURFACE ABOVE. BOVI a r U - IIII� llllllnln lluL mB, � F o QD mm m µO R � rn m B C � m m Q) � B � cy) d L) W u ^' U U - IIII� llllllnln lluL I o QD s L � rn � m m Q) � � cy) d L) W u ^' aVa'i _ L '^^ 'W VJ N U i L 0 U - IIII� llllllnln lluL I J J �N ^L' W - 0- U J J �N ^L' W 0- o ^^0 E N N N TE C13 CL CL p m TIT < _ O }R 0� yJ � O m o Q o 3TRUCTURALNOTES General Notes: 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 aft 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 latest edition of the International Building Code except where noted Deakin Criteria: I . Live Load = 40 PSF (Roars] 60 PSF (Balcony) 100 PSF (Exit Stairs and Landing) 25 PSF (Snow) 2. Dead toad = 15 PSF (Roof) = 12 PSF (Floor) = 10 PSF (Walls) - 150 PCF (Concrete) 3. Partition = 10 PSF (Floors) 4. Wind = 2009 IBC Exposure B @ 85 mph S. Earthquake = 200916C Site Class = D Desinn Cat. = D R = 6.5 Ca 4 W" = 3 6. Soil = 1500 PSF, Assumed bearing capacity Concrete 8 itelnforcing Steel: 1. All concrete work shall be per the 2009 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. IF = 2500 PSI @ 28 day slump = 4" maximum, 0% Air entrained. Anchor bolts shall be ASTM A307 and will have a 3x3xl/4" plate washer. 2X structural framing shall be #2 Douglas Fir. 4x structural members shall be 42 Douglas Fir . EX members shall be #1 Douglas Fir. Provide solid blocking in floor system below all bearing walls and point loads. 2X joists shall be kiln dried and stored in a dry area prior to Installation. The moisture content of all wood shall be less than 15 %. Floor joists shall be by Boise Cascade or other approved manufacturer. Joist to be installed and braced per manufacturers requirements. Roof trusses shall be by a pre - approved manufacturer and constructed according to the specifications of the Truss Plate institute. Truss Shop drawings must be stamped by a licensed engineer and be on site at the time of construction . Preliminary tmss drawings must be reviewed pear to constructionl it is the hiss manufacturer's responsibility to inform the engineer of record of any changes from the preliminary truss lay -out. Girder trusses to have a minimum of bearing studs equal to number of plies of truss. All girder trusses shall have Simpson HGT tie down M either and to match number of piles. Truss manufactures are responsible for all bracing of the trusses including end wall bracing and all other bracing between the building and the trusses unless specifically shown otherwise an the drawings. Contractor to coordinate bracing with engineer of record as required, Glue laminated beams shall be 24F -VS for cantllemwed or continuous beams and 24F- V4 for simple spans. (Flo = 2,400 PSI) (Fv = 190 PSI) (E = 1,800.000 PSI) (FcL = 650 PSI) Continuous and cantilevered glue laminated beams shall not be cambered. All other glue laminated beams shall be cantilevered for V480. See the framing plans for any exceptions All manufactured lumber shall be by Boise Cascade and hate the following structural properties: Versa Lam (VL) (Fb = 2,800 PSI) (Fv = 280 PSI) (E = 2,000,000 PSI) (FCL = 750 PSI) Sheathing at root and floor shall be laid We face grain perpendicular to supports and end joints staggered 4`A° on center. Provide 118" space at panel edges as required by panel manufacturers. Floor sheathing shall be nailed 6" oo, edges and 12" field with Ides and roof sheathing shall be nailed 6' o.c. edges and 12" o c field with 10da unless otherwise noted on the drawings. Block and nail all horizontal panel edges at designated shear walls All fasteners in contract with pressure treated lumber shall be zinc coated in accordance with ASTM B 695. Class 55 minimum. Fasteners exposed to weather must meet the requirements of the pressure treating manufactures minimum. IN ADDITON, the contractor shall coordinate connector /fastener coating requirements with recommendations from connector /fastener manufacturer and type of pressure treating chemical and retention being used Bee Section 2304 S5 of the 2009 IBC for additional information. Hardware: All connection hardware shall be Simpson "Strong Tie ". Connection hardware exposed to the weather or soil shall be treated as in steel above. CAUTION PLACE TRUSSES PER MANUFACTURER'S RECOMMENDATIONS AND BRACE PER TRUSS COMPANY RECCOMENDATIONS. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING REQUIRED FOR PLACING TRUSSES. NOTE THESE DRAWINGS DO NOT INCLUDE ANY TEMPORARY SHORING OR BRACING. PRECISE ENGINEERING RECCOMENDS ALL SHORING AND BRACING BE DESIGNED AND DETAILED BY A LISENCED ENGINEER. CONTRACTOR TO FIELD VERIFY ALL CONDITIONS AND ALL ELEVATIONS SHEAR WALL GALL -OUT 2x6 02 P.T. DF MUDSILL w/ SEE PLAN 5 /64 AB. w/ 3 "x3 "xl /4" E WASHERS a 48" O.G. (12" 2x( STUDS a 161, O.C. MAX FROM CORNERS AND SPLICES) SEE PLAN SHEAR WALL EDGE NAILING 04 VERT. a 24" O.G. ALT. TAIL5- 04 NORM a 12" O.C. (2 MINIMUM) (3) •4 CONT. a BOTTOM 8" 5 8 DESIGNED BY OTHERS • 24" MIN. LAP SPLICE 24 • ADDITIONAL BAR REQ'D AT 14OLDCO N LOCATIONS 0 TYP. EXTERIOR PNO. 2x STUDS a 16" O.C. 112" DIA. AB. w/ 3 "x3 "xib IF WASHERS a 60" O.C. CONC. SLAB SEE PLAN THICKENED I:OOTING ROLLED ESx1E is PORCH SCALE: " =1' -0" FOUNDATION PLAN SCALE: 1/4" = 1' -0" II' -10" (- L -L a J `h n CDm rn � � m � _ 8 m U 2'- 0 "x2'- 0 "xl2" PAD w/ (3) T4 04 EL d c6 3 _ U U � � BIMP50N Affil SIID 0 m L FAP. ROC. FAP. F.O.G. m ll rn C LIT 1— in 0 m� J y SIID = g a) L �— o� $IID E 51D CM 0 _J O 1 H9 LL SIID 51D 51.0 On $IID � e m 0 r y r 11'� /'1 LINE OF THICKENED FOOTING — AFOR SNER RIG. —LINE OF CONC. STEM WALL FOOTING 4" THICK GONG. SLAB w/ IL � —LINE OF GONG. MOISTURE BARRIER AND COMPACTED GRAVEL VERIFY N I'-4° � 2 LOCATION 2 _ ry I r 24" TYP J UK 24" TYP. S" TYP. 8" TYP. - I is, 6'_6° 2n — B' 6' -611 19' _ LJ L l — `T 3' " ,°p 3' -6" 3° b'- IP.d'i' I' -I� ° 10' -2Yi' I m s 610 15' m SIID 9' -6Yl' LL — - DEPRESS I" FOR SHOWER a 3' LINE OF THICKENED FOOTING --j Ll � S 2 51.0 SIID 51ID -�� 8�� v 3 OPE L TO 11PAIN 3 SIID SID �f s I _4 Ll-1 — OF GONG. STEM WALL - =12 I —LINE LINE OF GONG, FOOTING 1 1 SIID SID / SIID ` 12' -10jS" I6' -Tli" 5' FOUNDATION PLAN SCALE: 1/4" = 1' -0" s s J—Lu� (- L -L a J `h n CDm rn � � m � _ 8 m U LLI Q% d c6 C _ U U s s lilt nononm1 (- L -L a J `h n CDm rn � � m � _ L1 1 m U LLI Q% d c6 C _ U U � � 0— s s lilt nononm1 (- J J V) • 0— s s U J J V) 0— 0 L ll rn C 1— 0 m� = g a) L �— o� Q E CM 0 _J O 1 H9 LL O � e m 0 r y r 11'� /'1 s s 2x 2x6 a 16" OL. 1j" VL RIM SHEAR WALL CALL -OUT a` SEE PLAN - 16da4 "OL. FLOOR J015TS SEE PLAN A35 CLIP a 48" 16d EACH SIDE BLOCKING a 48" OL. RE EQUIRED BOOR STRAP AS 2X6 • I6" OL. ® JOIST TO WALL CONN. SCALE: P-1' -O" .e. _ ..I O.C. PTN BLOCK d TOE NAILS _OCK TO FP PLATE O BEARING WALL SCALE: I " -1' -O" 2x STUDS a 24" OL.- REG. W/ ROOF TRUSS 16d EA. JOIST FLOOR JOISTS SEE PLAN A35 CLIP a 4E Ibd EA. SIDE 6" OL. WALL CALL -OUT AN OL. RIM JOIST TO FLOOR STFPAP AS ED SEE PLAN IDS a 16" O.C. O JOIST TO WALL CONN. SCALE: P-P -O" SEE ARCH P.T. DECK BEAM 2x 5PACED DECKING MATERIAL P.T. DECK JOISTS ® 16" OL. (2)16d TOE NAILS JOIST TO BEAM BEAM SEE PLAN $IMP. POST CAP SEE PLAN P.T. POST WHERE APPLIC--- 2x BALUSTERS a V. O.C. (2) N0x4" EA. BALUSTER 2X CCINT, A35 CLIP EA. JOIST FILL ALL HOLES w/ 05x1 I 1'4" SOWS 2X BLOCKMG DECK TO BNAM CONN. SCALE: P-P-O" A35 CLIP a 48" Ibd EACH SIDE P.T. DECK JOISTS a 16" O.C. 2x 5TUIJ5 a I6" Or- // P.T. 2x LEDGER w/ JOIST PARALLEL REG. W/ FLOOR JOISTS a 1 3 LEDGER ,6 J SCREWlS a SIM. (3) Ibd TOE NAIL a I6" O.C. OL. AND LU52'6 JOIST EA.BLOCK BLOCK 24" O.C. HANGERS a SIM. 2X6 a 16" O.C. O COMMON BEmRING WALL O DECK t0 WA►LL CONN. SCALE: I "=1' -0" SCALE: 1" -1' -0" 2x6 s 16" OL. 1i" VL RIM SHEAR WALL GALL -OJT SEE PLAN FLOOR JO I515 Ib a 4" O.C. SEE PLAN i" PT PW W/ el COV. (2)LINES '° _ •" ^' SHTG. 5EE PLAN L t JOI T5 a 116" 2)b PT DE -_ —_- u -, - - - — - — "X II} X25 -6' VL RIM -- s - -� -- 5 -2ID SIM _ _ _ — _ p - - -- 5 -2ID TYP. - - -- ___—_ s._x_ -52ID 21 m 2 _ —__ -I: _ _ a _ — _ _ _ — _ — _ _ _ m — _ — _ _. Q' a XI 4 - 4 -t ____ As an x 2 _— _— ___ —_ -__ _ 1 ------ m 01 �xl xl R' �+a1N /I 02 DF 2XIO 16" - _ —_ —__ -- - - ___— _ —_ —__ _ _ ______ —__ I 0 - - - �J S -22 2 - — - — S -20 SIM—_— - - - -_ h _ -- — _ _ X _ — - — _ _ _ — _ Y 2ID _ — _ — _— _ —_ —___ — m`L — _ _ —__ —_ _ —_ _ - S -2.o TYP. 5 A35 CLIP a 48' O.C. 2ND FLOOR 15T FLOOR enable 2, stud or 4x or 6x std wait (6) Simpson SDS 14 X 3 Rbdxi 2x6 a 16" O.C. 16d a 3" OL. TRIMMER - had a 3" OL. a� dr nhle 9 stud or 4x or 6x smd with (1O) Simpson SDS IA X 3 Wood M Scmos In Wall above. 12j" VL RIM FLOOR TO FLOOR STRAP SHEAR WALL CALL•OUT Sampson MS'( A 491, s door to fl ar strap that is c ntered on the ana joist DBL. FULL DEPTH SEE PLAN VF_ 16d EACH SIDE asuallp control member sine. Install per Smpson's rcyuiraments. BLOCK w/ (4) 16d TOE m m 16d a 4" OL. c r) Lj W FLOOR JOISTS CO CO a N m 01LWALL TOP PL SEE PLAN Qi SPACED DECKING A35 CLIP a 48" Ibd EACH SIDE P.T. DECK JOISTS a 16" O.C. 2x 5TUIJ5 a I6" Or- // P.T. 2x LEDGER w/ JOIST PARALLEL REG. W/ FLOOR JOISTS a 1 3 LEDGER ,6 J SCREWlS a SIM. (3) Ibd TOE NAIL a I6" O.C. OL. AND LU52'6 JOIST EA.BLOCK BLOCK 24" O.C. HANGERS a SIM. 2X6 a 16" O.C. O COMMON BEmRING WALL O DECK t0 WA►LL CONN. SCALE: I "=1' -0" SCALE: 1" -1' -0" 2x6 s 16" OL. 1i" VL RIM SHEAR WALL GALL -OJT SEE PLAN FLOOR JO I515 Ib a 4" O.C. SEE PLAN i" PT PW W/ el COV. (2)LINES '° _ •" ^' SHTG. 5EE PLAN L t JOI T5 a 116" 2)b PT DE -_ —_- u -, - - - — - — "X II} X25 -6' VL RIM -- s - -� -- 5 -2ID SIM _ _ _ — _ p - - -- 5 -2ID TYP. - - -- ___—_ s._x_ -52ID 21 m 2 _ —__ -I: _ _ a _ — _ _ _ — _ — _ _ _ m — _ — _ _. Q' a XI 4 - 4 -t ____ As an x 2 _— _— ___ —_ -__ _ 1 ------ m 01 �xl xl R' �+a1N /I 02 DF 2XIO 16" - _ —_ —__ -- - - ___— _ —_ —__ _ _ ______ —__ I 0 - - - �J S -22 2 - — - — S -20 SIM—_— - - - -_ h _ -- — _ _ X _ — - — _ _ _ — _ Y 2ID _ — _ — _— _ —_ —___ — m`L — _ _ —__ —_ _ —_ _ - S -2.o TYP. 5 A35 CLIP a 48' O.C. 2ND FLOOR 15T FLOOR enable 2, stud or 4x or 6x std wait (6) Simpson SDS 14 X 3 Rbdxi 1RIMMER KING TRIMMER KING a� dr nhle 9 stud or 4x or 6x smd with (1O) Simpson SDS IA X 3 Wood M Scmos In Wall above. FLOOR TO FLOOR STRAP MSl'A 49 Sampson MS'( A 491, s door to fl ar strap that is c ntered on the ana joist FLOOR FRAMING NOTES TYPICAL SHEAR 16d EACH SIDE asuallp control member sine. Install per Smpson's rcyuiraments. E2 m m c r) Lj W CO CO a N m Qi U � � � L WALL CALL OUT SEE I. USE 3/4" FLOOR SHEATHING GLUED AND NAILED SHEAR WALL X^10 I. L P.T. DECK JOISTS a 16" OL. ILL C/) C W/ IOd NAILS a b" O.C. AT EDGES AND IOd NAILS SCHEDULE m N E 0 10" OL. IN THE FIELD. (UN.O.) I — P.T. 2x LEDGER w/ BLOCK 6 24" OL. p LC) 00 � (2) 3 5/8" LEDGER 6 12" O.C. AND LUS210 LOC SCREUrb 5IMP50N MIT HANGER - -FLOOR JOIST JOIST SEE PLAN 2. BLOCK ALL %5UPPORTED EDGES AT CANTILEVERED OA OUAI HANGERS BEAM SEE PLAN FLOOR JOISTS. CALL OUT SEE w C t+ NOLDOWN -- 0 O 2X6 a I6" OL. 3. ALL HEADERS TO BE 6X8 DF 02 WILEW NOTED OTHM15E SHEDULE )ENTRY DECK TO WALL CONN. OJOISt t0 BEAM CONN. SCALE, ":1,4" SCALE: I" -1' 0 1 FIj'X 119 X 25' -6 VL RIM 1—_ - - — -- - — - — - �_ 52ID - X __— _ —I m_ t S ZID SIM. 6 - _ _ _ _ mj _ _ _ —_ —_ _ pA- b S -2ID _--- _ —_ —_ —_ _ - -_ —— ANA. — —__ ICI ___ .�_ —___ T —I I I I x . u u -- - - --- - - - - - - -- I______ - - - -_ x� - - - - - `� -- = - - -- - - N__ —_ —_— Oy a R er C N u 1 a .� _ — _ —_— _ _ _— _— __�_ —_ —_ rf � y N 3 y ID w _ _ — _ _ _ — _ _ — _ _ _ _ _ _ — _ — _ 4+ $ -2ID — - _ —_ —_ 6 —_— __ _ — _ S-2ID TYP._— 02 DF 6X8 HEADERS TTPI IL SHEAR KILL NOTES Use s 13" dia. 1, 10" Anchor dolts (A I3 s) eith single plates and ",K dia, to 12" ABS with double end" pert, spaccA.vs shown on the draw mg All shall have T'ofentbedman into fowong.sholl be ccoon,d in the stud wall. and shall project Ihroagh the b"Uona plate of the wall :md puce a 3.x3,1;4 plate washer. At exi =ling foundation use 5W diametm Simpson lltrn HG bolts with nunimnm of 4 "mnhcdmun inro the ecisling eoomste. All s all dtcathog sh ll h 1?" CDX ply,00d. 5 8' 11-11 rding, or 7 I6 OS13 ,-a1b estzrior expt wcgbwundspan t I 'SR 24 +It orbcuc, All fr^eahath nEeducs,had beblocked 020 or 2k6 Flat bloakinu cscepP ,hero noted on the dun.hoga or bolo,. All call shall be Rd r101 mmon (NJ ommmnaiU mn the 0.III nh moon, S n aKC2T Nail ar to ahan -Iflod rmmonnah ,,called (i Ih 1 a ire ntt Ol4Srndn�,Senco MD2 Nailim.egom henp Nailsjzd and spacing at all %heallbiu edge, hall hea rqurzdWin, or a In the dwwings N at spacings shad l be 10"oe. tar all field nai I Ing kept ax noted. hold Aowns are Simpsnn':SYmngl ic" and shall be installed per the atanafacture's mommendnuon. I'41u ui 1l old dowr b) United Slu:l Product>Compa, KaaSag "dathaICK h0apprwaleon be sub - tinned in place of Shnil on hold downs. All hoot ysteirs must he blocked solid below member that the hold down lS attached to This block should he equal toot lsam than the member the hold down jz ana h d to and be placed as a squasb block', All double and triple spun, .hall Need Ind nailed logethet u Ill, I01'a at 3`o x, for eaeh laws. All 4, mds arc to be IN nd .11 61 owls are to he +l DI wheaused Rw hold downs and shear .call All lnsrenersnuanUachcith preen. treated to nbershalloc An coated iaaeeordam,,Th AS "fM 13695E lassirrnjmun Iaslencevepos Ylmvrealhermusnnee [tlre ruluimnttnls ofthr pressor tr at ng mmuffa w sntinlnuun INADDI ION, flo onlmcmr shall doordiwmco�n ucfastenet omig requincmwf oh cononend'atimu Gam oncet...4zlnI maaifacmrurand Lyye o(pr saun,lrw[l¢ch n ;d and orention being awd See Seet ell 2304 -'1S of ibe 2009 IBC to adds omu inlbunatima. AU.WAI -L AND R00h FRAMING LUMI3LR SIIALL 13L DO( G -I IR *' OR SFA I ICR. ROTE M51 'SHKAP$attachesto(2)2xor4aAad, ut all above and below unless notes khmci,c. Nail all holeswith 16d vinkcm. S11EAR W'AU SCHEDIILB zhsheuhfng nail d with IOd's al 6" on coma al odeoe. zi sheathing nailed with lots, 14" no center all edges and 4a or6n studs at panel edge,. HOLD DOWNS'C'HEDULE It N the eesponsibilay of the roan ac or to locate hold down anchor Poll to aceonunodate all strudwal (Canting. Andwr boll to t>r located nearest the corner or olxningat the end of Uae shearoall. All foundationvCou to be a anninmmofl2 "offccnt'llur, orthe anchor bolt on olther side L 011111 m And to be coordinated with shear wall panel edge framing requirements. Larg€rmudaizeeontmis For holdown anchor bolt embedment glruter that foundation depth, thacken footing for 2' -p" cilhar side of addown ,,anchor bolt to a depth that provides for 3" clear below the bottom nfdle andtor belt. Pro Nda(2)Wditiormlir2X3- 0 'pa,cesof longitudinal rebarat this location. ® HDU2 2ND FLOOR 15T FLOOR enable 2, stud or 4x or 6x std wait (6) Simpson SDS 14 X 3 Rbdxi 1RIMMER KING TRIMMER KING a� dr nhle 9 stud or 4x or 6x smd with (1O) Simpson SDS IA X 3 Wood M Scmos In Wall above. FLOOR TO FLOOR STRAP MSl'A 49 Sampson MS'( A 491, s door to fl ar strap that is c ntered on the ana joist I he step attache; to n mmtmmn ofa srcgle9tnd in thewall ahoce mad below. TTPI IL SHEAR KILL NOTES Use s 13" dia. 1, 10" Anchor dolts (A I3 s) eith single plates and ",K dia, to 12" ABS with double end" pert, spaccA.vs shown on the draw mg All shall have T'ofentbedman into fowong.sholl be ccoon,d in the stud wall. and shall project Ihroagh the b"Uona plate of the wall :md puce a 3.x3,1;4 plate washer. At exi =ling foundation use 5W diametm Simpson lltrn HG bolts with nunimnm of 4 "mnhcdmun inro the ecisling eoomste. All s all dtcathog sh ll h 1?" CDX ply,00d. 5 8' 11-11 rding, or 7 I6 OS13 ,-a1b estzrior expt wcgbwundspan t I 'SR 24 +It orbcuc, All fr^eahath nEeducs,had beblocked 020 or 2k6 Flat bloakinu cscepP ,hero noted on the dun.hoga or bolo,. All call shall be Rd r101 mmon (NJ ommmnaiU mn the 0.III nh moon, S n aKC2T Nail ar to ahan -Iflod rmmonnah ,,called (i Ih 1 a ire ntt Ol4Srndn�,Senco MD2 Nailim.egom henp Nailsjzd and spacing at all %heallbiu edge, hall hea rqurzdWin, or a In the dwwings N at spacings shad l be 10"oe. tar all field nai I Ing kept ax noted. hold Aowns are Simpsnn':SYmngl ic" and shall be installed per the atanafacture's mommendnuon. I'41u ui 1l old dowr b) United Slu:l Product>Compa, KaaSag "dathaICK h0apprwaleon be sub - tinned in place of Shnil on hold downs. All hoot ysteirs must he blocked solid below member that the hold down lS attached to This block should he equal toot lsam than the member the hold down jz ana h d to and be placed as a squasb block', All double and triple spun, .hall Need Ind nailed logethet u Ill, I01'a at 3`o x, for eaeh laws. All 4, mds arc to be IN nd .11 61 owls are to he +l DI wheaused Rw hold downs and shear .call All lnsrenersnuanUachcith preen. treated to nbershalloc An coated iaaeeordam,,Th AS "fM 13695E lassirrnjmun Iaslencevepos Ylmvrealhermusnnee [tlre ruluimnttnls ofthr pressor tr at ng mmuffa w sntinlnuun INADDI ION, flo onlmcmr shall doordiwmco�n ucfastenet omig requincmwf oh cononend'atimu Gam oncet...4zlnI maaifacmrurand Lyye o(pr saun,lrw[l¢ch n ;d and orention being awd See Seet ell 2304 -'1S of ibe 2009 IBC to adds omu inlbunatima. AU.WAI -L AND R00h FRAMING LUMI3LR SIIALL 13L DO( G -I IR *' OR SFA I ICR. ROTE M51 'SHKAP$attachesto(2)2xor4aAad, ut all above and below unless notes khmci,c. Nail all holeswith 16d vinkcm. S11EAR W'AU SCHEDIILB zhsheuhfng nail d with IOd's al 6" on coma al odeoe. zi sheathing nailed with lots, 14" no center all edges and 4a or6n studs at panel edge,. HOLD DOWNS'C'HEDULE It N the eesponsibilay of the roan ac or to locate hold down anchor Poll to aceonunodate all strudwal (Canting. Andwr boll to t>r located nearest the corner or olxningat the end of Uae shearoall. All foundationvCou to be a anninmmofl2 "offccnt'llur, orthe anchor bolt on olther side L 011111 m And to be coordinated with shear wall panel edge framing requirements. Larg€rmudaizeeontmis For holdown anchor bolt embedment glruter that foundation depth, thacken footing for 2' -p" cilhar side of addown ,,anchor bolt to a depth that provides for 3" clear below the bottom nfdle andtor belt. Pro Nda(2)Wditiormlir2X3- 0 'pa,cesof longitudinal rebarat this location. ® HDU2 a¢ta his toconcsete fmmdaliunv nhaSimlz¢ut SSIDI6 ItINTattache,to Nr enable 2, stud or 4x or 6x std wait (6) Simpson SDS 14 X 3 Rbdxi t Sucva in all abo e. ® HOCIA ana hcstxoneret foundationwih aSimpson SSl83d 11DIJ4atta hearo a� dr nhle 9 stud or 4x or 6x smd with (1O) Simpson SDS IA X 3 Wood M Scmos In Wall above. FLOOR TO FLOOR STRAP MSl'A 49 Sampson MS'( A 491, s door to fl ar strap that is c ntered on the ana joist I he step attache; to n mmtmmn ofa srcgle9tnd in thewall ahoce mad below. Shear wall boundary ntemher and I loldown member requirements will asuallp control member sine. Install per Smpson's rcyuiraments. BEARING WALLS SECOND FLOOR FRAMING PLAN SCALE: 1/4" - I' -O" F �Iilllllllllll \11� 1r,1 eD eD 0 M a m m W y c U O n: Nr � t m $ •L a a� (D M m � E C E2 m m c r) Lj W CO CO a N m Qi U � � � L O X^10 I. L ILL C/) C m N E I N F �Iilllllllllll \11� 1r,1 eD eD 0 M a m m W y c U O n: � t •L a (D M m E C E2 C E c r) Lj W CO CO L N m Qi U � � � L F �Iilllllllllll \11� 1r,1 eD eD 0 M a m m W y c U O J J N CO CO o J J N Qi O X^10 I. L ILL C/) N E I Cu Q p LC) 00 � Q S- O� w C t+ A e 0 O m � O V 8 m e A35 CLIP a 24" TYP. UNO. 1Oda4 "OL.- 2X6 W/ (2) � h0 SCREWS EA PRE -ENGD. TRUSS a 24" O.G. GABLE END TRUSS 2X BLOCKING CONT. O TRUSS TO TRUSS CONN. SCALE: 'Y' -0" PANEL TRUSS a 24" HI CLIP EA. TRUSS O.G. 2x6 STUDS a 24" O.G. SHEAR WALL REGISTER WITH TRJ55 CALL -OUT SEE PLAN l 5) TRUSS TO WALL CONN. ::aq�Y91Si74 PER PLAN O , a TOP OF (6) 126 4� SEE PLAN RC,a TR155 2x VENTED BLOCKING PANEL I0d a 4" O.C. ��v SIMPSON REC a 48" O.C. TYP. UNO +beOb C f� I b��° DEL. 2x6 TOP PLATE 2x( STUD WALL � 5/4" FASCIA SIMPSON HI CLIP a 24" O.G. `SEAR WALL GALL -OUT SEE PLAN il SEE PLAN O TRUSS TO WALL CONN. SCALE: I"-Y-0" SEE PLA4 -- FRE- ENGINEERED WD. TRUSSES a S'4" O.G. 10d a 4" O.C;. 1/161, OSJ3. RDDF SHEATHING 2x VENTED BLOCKING PANEL w/ HI CLIP EA TRJ56 POST GAP 0 0 5/4" FASCIA POST SEE PLAN O TRUSS TO BIAM CONN. ?y6 \ �F I�- I SALE: ROOF SHEATHING SEE PLAN Od a 4" O.C. L 2x4 a 24" O.C. OJ>rLOOKER PER PLAN w/ HUI AT END 2x4 BLOCKING AT a BRACE GREATER - -0" 2x6 DIAGONAL BRACE w/ A35- CLIP AT WALL a b' -O" O.G. ADD 2x6 FLAT WHEN BRACE LENGTH IS GREATER THAN 8' -0" GABLE END END TRJ5.5 A35 CLIP GABLE TRJ65 TO WALL 24" O.C. UON, 2x DBL. TOP PLATE SHEAR WALL CALL -OUT SEE PLAN 2x STUDS a 16" O.L, SCALE: i'=1' -0" 2 ALIGN TRU5 /�AL&4 3 3 TRU55 btbiWb iRIISS MST31 EM TO / 5 -3P) / PLATE _ f —_ _ ��— _ —_ —_ —_ ca - - - -- -------- - -- - E - -- -- - - - - -- - _ ------ _ _ _ _ _ 4 _ _ — _ — — - — E - — _ _ _ _ — _ — _ — _ — _ — _ — _ _ 4 _ —_ —_— _ _ —_ —__ _ _ _ —_— 6..3p_ _ ______ _ _ —_ —_— _— _- - -_ —__ ___ _ —_ —_� _ __— _ —_ —_ —_ _ — _ _ _ _ _ _ _ _ _ — _ m mr)' _ _ _ _ _ _ S _ _ - — _ _ — _ — - - — - — - — - - - L____ - - - - - - - - - - - — - — - — - - - - - - - - _ — _ — _ _ _ _ _ _ — _ — _ — _ — _ — t'� _ — _ — - — — _ _ X X 1 - - - - — - — - Ll i X X _— _— _ —_ —_ —_ , —_ —_ _ _ —_ --�_ —_ —_ ----- _ __�t --------------- ------ d - - __ ____ __ __— _— _— .I_ —_ —_ _ —_ —_ —_ _ i� _____— '. ®�_ —_ —_ _ —_ MST31 BM TO _ — _— _— _ —_ _ PLATE 3'- __---- ____— _ —_ —_ —_ TYP. EA END li F_ (2) PLACES _ _— f- na —_ — __ —_ —_ —_ — _— _— _— _ —_a___ _� _ 5 0�_ ___ —_ —_ —_ _— ______ 537 _ _ — _— _- - -_ —_— _— __ _ _ _ _ _ _ — Sim._ I _ _ _ _ — _ — _ — _ — _ _ _ — _ _ - - — - - — _ _ — _ _ _ _ _ ------------ ------------ 4 ---------------- — ROOF FRAMING NOTES I. USE 1/2" CDX SPAN RATED 2410 OR BETTER AND NAIL W/ 1Od NAILS a b" O.C. EDGES AND a 12" O.G. IN THE FIELD. (UNLESS NOTED OTHERWISE) 2, ALL HEADERS TO BE 6X8 OF R UNLESS NOTED OTHERWISE 3. TOP PLATE SPLICES: NAIL SPLICES W/ (2) RON Od NAILS • 2" OL, FOR 24" EITHER SIDE OF SPLICE ((24) MIN 1Od NAILS EACH SIDE OF SPLICE. TRUSS BEARING WALLS ROOF PRAMING PLAN SCALE: 1/4" - 1' -0" MST31 BM TO PLATE MST31 BM TO PLATE TYP. EA. END (2) PLACES M t rn (n 0- o in 0 M t a cJ i 4) N A c 0 c c W C6 _c � U U U g � L (n 0- o in 0 M t a cJ g i i J m 0 c W c U 0 cn � Q ML W o g i i J 0 0 Q 0 O ^L L1 LL C E � W m CL d 0 W L, 00 m Q E o� E ° E m �I __J &� E-1 0� R O m S v `cr) VJ o g i FMSTA24 HEADER 2X4 CONT. TOP EA. SIDE OF SPLICE / PLATE / OPEN' 2X4 PT PLATE ` TOP OF SLAB ROOF FRAMING NOTES L USE 1#2" CDX OR 1116" 058 SPAN RATED 24/0 OR BETTER AND NAIL W/ 8d NAILS s b" O.G. EDGES AND a 12" O.C. IN THE FIELD. (UNLESS NOTED OTHERWISE) 2. ALL HEADERS TO BE bx8 DF 4 LKLE86 NOTED OTHERWISE 3. TOP PLATE SPLICES: NAIL SPLICES W/ (2) ROLLS 10d NAILS a 2" Q.G. FOR 24" EITHER SIDE OF SPLICE ((24) MIN 10d NAILS EACH SIDE OF SPLICE. ® ELEVATION AT SHEAR WALL OPENINGS SCALE: 1/4" - I' -0" TYPICAL SHEAR WALL NOTES HOLD DOWNSCHED1,117 Use 1/2" dia. by 10" Anchor Bolts (AB's) with single plates and I /2" de. by 12" AB's with double and 3x plates spaced as shown on the drawings. AB's shall have 7" of embedment into footing, shall be centered it the stud wall, and shall project through the bottom plate of tie wall and have a3x3 /xli4 plate washer. It is the responsibi lity of the contractor to locate hold down anchor bolt to accommodate all structural framing. Anchor bolt to be located nearest the corner or opening at the end ofthe shear wall. A11 foundation vents to be a minimum of 12" off ecntcrline oftheamchm bolt on either side. Hotdown stud to be coordinated with shear wall panel edge framing requirements. Linger stud size controls All wall sheaf shall be 112" CDX pbnvtwd, 5/8" 7T -I I sidky„ or 7/16" OSB with exTerkx exposure One and span rated 'SR 24/0" or better. All tree sheathing edges shall be blocked with < For holdown anchor bolt embedment greater that Inundation depth, thieken tooting 2x4 or 2x6 flat blocking except where noted on the drawings or below, for 2' -0" either sideof holdown anchor bolt m 4 depth that provides for 3" clear All tails shall be 8d or 10d cotmtmn (8d common nails must be 0.131 inch diameter, Senco below the bottom of the nnehor bolt. Provide (a) additional 42 x 3' -0" pieces of KC27 Nails are equialvia If IOd aomnwn tails are called for the chnrter must be 0.148 longitudinal rebar at this location. itches, Semo MD23 Nails are egoivalom). Nail size and spacing at all sheathing elms shall be exrequired ed. or as h [ix: drawntgs. Nail spacings shall be 12" o.c. for all tick) nailing ST11D8 or STHD8RJ emheds 8 inches minimum into concrete foundation, STHDB or except 2s noted. STHDSRJamwhes to double 2x ;rods or 4x or 6x And with (24) Ind Hold downs are Simpson 'Strong Tae" and shall be installetl per the ttmnufactw'e`s sinker run Is in wall above. recommendation. FquivaLia hold dower by United Steel Products Company Rant Sag" that have 1CB0 approval can be substitrted it place of Smtpson hold downs. All floor systems must be blocked solid below member that the hold down is attached W. This bock should be equal to or larger flan the member the hold down is attached to and be placed as a `Squash block ". All double and triple studs shall glued and nailed together with I Od's at 3" o.c. tar each kiwr. All 4x studs are to be ii2 OF and all 6x studs are to be #1 OF linen used or hold dowttis and shear walk. All festcwts in contract with pressure treated lumber shall be z, - coated in accordance with ASTM B 695, Class 55 mianum. Fasteners exposed to weather mast meet the requianems of the pressure treatki manufacaure's minimum. IN ADDITON, the contractor shall coordinate connector, /fastener coating requirements with recommendations from conrcetorifasamer manufacturer and type of pressure treating edcmkal and retention being used. See Scoakan 2307.9.5 of the 2009 IBC for additional information, ALL WALL AND ROOF FRAMING LUMBER SHALL. BE DOUG -FIR 42 OR BETTER NOTE MST STRAPS attaches to (2) 2x or 4x studs it wall above and below Lmless noted otherwise. Nail all holes whh 16d sinkers. SHEAR WALL SC'1113DULE sheathing nailed with 8d's at 6" on center all edges. iQf7 1R)U2 attaches to concrete foundation with a 5/8^ dia bolt with 15" minimum embedment into concrete or a Simpson SS "1 B 16. /IDL'2 attaches to double 2x studs or 4x or 6x stud with (6) Simpson SUS 1/4 X 3 Wood Screws in wall above. R ROOF SHEATHING SEE PLAN A35 CLIP a 32" O.G. TYP. UND. On 8d a 4" O.G. PRE - ENGINEERED WD. TRUSS SEE PLAN 2X DEL. TOP PLATE SHEAR WALL GALL -OUT SEE PLAN HEIGHT SHTG. O GABLE END TRUSS CONN. SCALE: "=1' -0" SHEAR WALL CALL -OUT SEE PLAN 2x STUD5 a 16" O.C. 1/2" DIA. AB. w/ 3 "x3 "x1/ B WASHERS a 48" O.C. CONC. SLAB SEE PLAN 0 (2) •4 CONT. w/ 24" MIN. LAP SPLICES IN THICKENED FOOTING SCALE: I"=1' -O" ROOF SHEATHING SEE PLAN A35 CLIP a 32" O.C. TYP. UND. 10d a 4" OD, SHEAR TRUSS SEE PLAN DEL. 2x TOP PLATE SHEAR WALL CALL-01,11 SEE PLAN ROOF TR15S SEE PLAN 8d a 4" Or. 2x BLOCKING HI CLIP a 48" O.C. )3:l.! _._AQWs74 5/4" FASCIA --� I III / N \— 4X10 DEL PLATE AND NO 13M AT SIM. SHEAR WALL CALL -OUT SEE PLAN `_ III 2x4 STUD WALL SEE PLAN O INTERIOR SHEAR TRUSS O TRUSS t0 WALL CONK SCALE: I " =1' -0" SCALE: I" =1' -0" 2x4 STUDS a I6" O.C. -- 2x6 7 P.T. DF MUDSILL w/ SHEAR WALL CALL -OUT 1/2"0 AB. w/ YxYxl /4" IF SEE PLAN WASHERS a 48" O.C. (12" MAX FROM CORNERS AND SPLICES) SEE PLAN 04 CONT. CONK. SLAB SEE CONE. SLAB SEE PLAN SHEAR WALL EDGE - -- PLAN NAILING NAT. G NAT. ZA� W�2 04 GOVT. I I 12" .(2) "4 CONT. (2) 14 CONT. O T1'P. FOOTING is DR. OPENING O TYP. EXTERIOR FOOTING SCALE: "Y'-O" SCALE: I" =1' -0" 6 a) O � dt N � O � J d 4X10 HDR X 2N LONG c6 2 o U � 2X4 TRIMMER a Q) o� OPEN • OPEN OPEN i\t a O 2X4 KING LL_ rn C/) d co 0_ CL A f 1) A A O A A E_ 2X4 PT PLATE ` TOP OF SLAB ROOF FRAMING NOTES L USE 1#2" CDX OR 1116" 058 SPAN RATED 24/0 OR BETTER AND NAIL W/ 8d NAILS s b" O.G. EDGES AND a 12" O.C. IN THE FIELD. (UNLESS NOTED OTHERWISE) 2. ALL HEADERS TO BE bx8 DF 4 LKLE86 NOTED OTHERWISE 3. TOP PLATE SPLICES: NAIL SPLICES W/ (2) ROLLS 10d NAILS a 2" Q.G. FOR 24" EITHER SIDE OF SPLICE ((24) MIN 10d NAILS EACH SIDE OF SPLICE. ® ELEVATION AT SHEAR WALL OPENINGS SCALE: 1/4" - I' -0" TYPICAL SHEAR WALL NOTES HOLD DOWNSCHED1,117 Use 1/2" dia. by 10" Anchor Bolts (AB's) with single plates and I /2" de. by 12" AB's with double and 3x plates spaced as shown on the drawings. AB's shall have 7" of embedment into footing, shall be centered it the stud wall, and shall project through the bottom plate of tie wall and have a3x3 /xli4 plate washer. It is the responsibi lity of the contractor to locate hold down anchor bolt to accommodate all structural framing. Anchor bolt to be located nearest the corner or opening at the end ofthe shear wall. A11 foundation vents to be a minimum of 12" off ecntcrline oftheamchm bolt on either side. Hotdown stud to be coordinated with shear wall panel edge framing requirements. Linger stud size controls All wall sheaf shall be 112" CDX pbnvtwd, 5/8" 7T -I I sidky„ or 7/16" OSB with exTerkx exposure One and span rated 'SR 24/0" or better. All tree sheathing edges shall be blocked with < For holdown anchor bolt embedment greater that Inundation depth, thieken tooting 2x4 or 2x6 flat blocking except where noted on the drawings or below, for 2' -0" either sideof holdown anchor bolt m 4 depth that provides for 3" clear All tails shall be 8d or 10d cotmtmn (8d common nails must be 0.131 inch diameter, Senco below the bottom of the nnehor bolt. Provide (a) additional 42 x 3' -0" pieces of KC27 Nails are equialvia If IOd aomnwn tails are called for the chnrter must be 0.148 longitudinal rebar at this location. itches, Semo MD23 Nails are egoivalom). Nail size and spacing at all sheathing elms shall be exrequired ed. or as h [ix: drawntgs. Nail spacings shall be 12" o.c. for all tick) nailing ST11D8 or STHD8RJ emheds 8 inches minimum into concrete foundation, STHDB or except 2s noted. STHDSRJamwhes to double 2x ;rods or 4x or 6x And with (24) Ind Hold downs are Simpson 'Strong Tae" and shall be installetl per the ttmnufactw'e`s sinker run Is in wall above. recommendation. FquivaLia hold dower by United Steel Products Company Rant Sag" that have 1CB0 approval can be substitrted it place of Smtpson hold downs. All floor systems must be blocked solid below member that the hold down is attached W. This bock should be equal to or larger flan the member the hold down is attached to and be placed as a `Squash block ". All double and triple studs shall glued and nailed together with I Od's at 3" o.c. tar each kiwr. All 4x studs are to be ii2 OF and all 6x studs are to be #1 OF linen used or hold dowttis and shear walk. All festcwts in contract with pressure treated lumber shall be z, - coated in accordance with ASTM B 695, Class 55 mianum. Fasteners exposed to weather mast meet the requianems of the pressure treatki manufacaure's minimum. IN ADDITON, the contractor shall coordinate connector, /fastener coating requirements with recommendations from conrcetorifasamer manufacturer and type of pressure treating edcmkal and retention being used. See Scoakan 2307.9.5 of the 2009 IBC for additional information, ALL WALL AND ROOF FRAMING LUMBER SHALL. BE DOUG -FIR 42 OR BETTER NOTE MST STRAPS attaches to (2) 2x or 4x studs it wall above and below Lmless noted otherwise. Nail all holes whh 16d sinkers. SHEAR WALL SC'1113DULE sheathing nailed with 8d's at 6" on center all edges. iQf7 1R)U2 attaches to concrete foundation with a 5/8^ dia bolt with 15" minimum embedment into concrete or a Simpson SS "1 B 16. /IDL'2 attaches to double 2x studs or 4x or 6x stud with (6) Simpson SUS 1/4 X 3 Wood Screws in wall above. R ROOF SHEATHING SEE PLAN A35 CLIP a 32" O.G. TYP. UND. On 8d a 4" O.G. PRE - ENGINEERED WD. TRUSS SEE PLAN 2X DEL. TOP PLATE SHEAR WALL GALL -OUT SEE PLAN HEIGHT SHTG. O GABLE END TRUSS CONN. SCALE: "=1' -0" SHEAR WALL CALL -OUT SEE PLAN 2x STUD5 a 16" O.C. 1/2" DIA. AB. w/ 3 "x3 "x1/ B WASHERS a 48" O.C. CONC. SLAB SEE PLAN 0 (2) •4 CONT. w/ 24" MIN. LAP SPLICES IN THICKENED FOOTING SCALE: I"=1' -O" ROOF SHEATHING SEE PLAN A35 CLIP a 32" O.C. TYP. UND. 10d a 4" OD, SHEAR TRUSS SEE PLAN DEL. 2x TOP PLATE SHEAR WALL CALL-01,11 SEE PLAN ROOF TR15S SEE PLAN 8d a 4" Or. 2x BLOCKING HI CLIP a 48" O.C. )3:l.! _._AQWs74 5/4" FASCIA --� I III / N \— 4X10 DEL PLATE AND NO 13M AT SIM. SHEAR WALL CALL -OUT SEE PLAN `_ III 2x4 STUD WALL SEE PLAN O INTERIOR SHEAR TRUSS O TRUSS t0 WALL CONK SCALE: I " =1' -0" SCALE: I" =1' -0" 2x4 STUDS a I6" O.C. -- 2x6 7 P.T. DF MUDSILL w/ SHEAR WALL CALL -OUT 1/2"0 AB. w/ YxYxl /4" IF SEE PLAN WASHERS a 48" O.C. (12" MAX FROM CORNERS AND SPLICES) SEE PLAN 04 CONT. CONK. SLAB SEE CONE. SLAB SEE PLAN SHEAR WALL EDGE - -- PLAN NAILING NAT. G NAT. ZA� W�2 04 GOVT. I I 12" .(2) "4 CONT. (2) 14 CONT. O T1'P. FOOTING is DR. OPENING O TYP. EXTERIOR FOOTING SCALE: "Y'-O" SCALE: I" =1' -0" r L Q) rn 6 a) O � dt N � O � J d LLI c6 2 o U � a Q) o� • L a O C LL_ rn C/) d r L Q) rn (n 0— o 6 a) O � dt N � O � J d LLI c6 2 U (n 0— o dt = 11.1 ninnun 14. zNR J Q) • L O LL_ rn C/) d i U J Q) L O LL_ rn C/) d co 0_ CL O f 1) a2 O E_ CD fr i g O -J O� G2 d2 �B a VJ o