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APPROVED RESUB 1 BLD FIR PLN BLD2023-0287+Architectural_Plan+8.17.2023_2.17.32_PM+3732654TYPE 15 FELT UNDER VALLEY TYPICAL LAP SIDING ON'WALL' WRAP HARDIE SIDING PANEL TYPICAL THROUGHOUT EXPOSED BEAM, RAFTERS & OF BUILT UP OVERHANG. AROUND CORNER. SEE FRONT TYPICAL THROUGHOUT - - _ PORCH SIDING DTL PG 1.2L COLUMN OF FRONT PORCH - 10" x T-11"x P-S' s'-11, NO WINDOW OR DOOR TRIM. SIDING BUTTS & CAULKS TO FRAMES. TYPICAL THROUGHOUT / STONE VENEER TO CAP @ BOTTOM OF WINDOWS. FRONT WALL ONLY PRE -FINISHED ACCENT SIDING WRAP HARDIE PANEL SIDING AROUND HARDIE PANEL SIDING @ FRONT DOOR WALL - CORNER TO FOYER WALL. SEE FRONT - - - - - - - — /7 - — - — - — - -- - - - - - PORCH SIDING DTL PG 1.2 MAX ALLOWED HT. 259.45' 7'-6" x 1'-5" 10" x 11_6" x7'_6" _6 SAF. J�SAF. GL. SAF. GL. SAF. GL. SAF. GL. SAF. GL. 7' 1'11. T 54x 1'-11" 'T' FLASHING @ SIDING BREAK 54x 1'-11" HARDIE PANEL SIDING WHERE 12"x 4'-7"xr-11° 4'-7"x1'-11" 1?x _,-SHOWN. PROVIDE FLASHING AT s-1r' s- " ALL SEAMS. SIDING BUTTS TO GARAGE DOOR LINER r/ AlHk r/ r/ r/ e/ r/ r/ 0/ xe/ loill METAL CORNER TRIM. SEE DTL. TYPICAL THROUGHOUT STONE VENEER FRONT WALL ONLY. UP 48" FROM GARAGE APRON PCALTHROUGHOUT S FLASHING @EDGE— 7 \;OyvpEl — OF DOOR. TYPICAL SIDING W/8Y4" REVEAL INSTALLED R APPROVED WATER RESISTIVE — — — — BARRIER. HORIZONTAL JOINTS TO BE DOWNSPOUT FROM _ — — — — _ LAPPED 2" MIN. VERTICAL JOINTS LAPPED FRONT PORCH ROOF 6" MIN. PER R703 FRONT ELEVATION HOME TO BE EQUIPPED SCALE: "=V-0" WITH 13D FIRE APPROVED ADDRESS TO BE PLAINLY LEGIBLE&SPRINKLER SYSTEM VISIBLE FROM THE STREET. NUMBERS IN CONTRAST TO BACKGROUND. MIN. 4" HIGH &Y2" THICK STROKE TYPICAL LAP SIDING ON'WALL' OF BUILT UP OVERHANG. MAX ALLOWED HT. - 259.45' TYPICAL THROUGHOUT %x4TRIM BAND @ BOTTOM OF BEAM 3'_9, x1'-5" 3'_9"xl'-5" 1'-9"1 1'-9"1 3'9"x7-6" HARDIE PANEL SIDING-,,",, PRE -FINISHED f ACCENT SIDING 'T' FLASHING @ ALL SIDING TRANSITIONS. TYPICAL THROUGOUT AVERAGE HT. - 234.45' 1 I 2'-1" x 1' 5" Y-8" x 1'-5" 4' 1" x 1' 1" 4'-2"x 1' S' 4' 2" x 1'-1" 4' 1" x 1' Y Y-3" x 1'-5" x7'-6" 2 3 x73 VINYL SASH INSUL. GLASS TYPICAL SAF. GL. I II SAF. GL. J1 I SAF. GL. III SAF. GL. HRV EXHAUST [1 ❑ HRV INTAKE_ SAF. GL. SAF. GL. SAF. GL. 0/0 TV x 10" 4- 1" x 10" 4'-5" x 10" SAF. GL. SAF. GL. SAF. GL. %x 4 TRIM BAND @ BOTTOM OF BM., TYPICAL LAP SIDING 3 / WEATHER CAP @ TOP OF BM. HARDIE INSIDE WALLS OF J PANEL SIDING FRONT & BACK FACE COVERED PORCH REAR ELEVATION x,-5 II = *1-5 SAF. GL. SAF. GL. SAF. GL. SAF. GL. SAF. GL. SAF. GL. SAF. GL. 4'1"xY9" 4'2"x2'-T 4'1"x Zl9 SAF. GL. SAF. GL, SAF. GL. SCALE: X" = V-0" 6'-0" x 1'-5" 6'4" x I'-5" f / TYPICAL LAP SIDING BOTH \ i \ INSIDE WALLS OF COVERED PORCH SAF. GL. SAF. GL, HARDIE PANEL SIDING 4 SIDES OF FRAMED COLUMN. ALIGN SEAMS ON 4 SIDES ABV RAILING 00/ /i SAFETY GLASS RAILING OF COVERED PORCH 36" MIN. HT. ABV HIGHEST POINT OF M CD O 00 M N Lu J Q�� J =Qor Lr) 2 �LN L.rl W 't C5M W W Y N � W z 0 0 Q o o 00 � rn Q Q S z C3-) C) � z ON O rn n/ w 0 W 0 0 I 0 1 DATE 8-1-23 DRAWN JCR REVISION REVISION REVISION F T&G CAR DECKING OVER RAFTERS STAIR WALL IN FOREGROUND 'T' FLASHING @ SIDING BREAK ALIGN HARDIE PANEL SEAM W/TOP OF FRONT STONE VENEER CAP HARDIE PANEL SIDING BTWN WINDOW & FRONT WALL PRE -FINISHED SIDING FRONT PORCH SIDING D T L SCALE: X" -_ V-0" RIGHT SIDE WALL MAX ALLOWED HT. - 259.45' A EXPOSED BEAM, RAFTERS & /%COLUMN OF FRONT PORCH MAX ALLOWED HT. 259.45' _ _ _ _ _ _ _ _ Q o o V w 00 � rn Q Q S z C3-) C) � z ON O rn n/ w 0 w 0 0 I 0 1 DATE 8-1-23 DRAWN JCR REVISION REVISION REVISION 2'-0" 28'-0" 12'-0" \ \ 24'-0" \ 2�_0�� �19.00' rTOEr: \ \ q 216. \ SR \ \ \ \ / TYP S2.3 YARD: 1219.001- SITE RETAINING WALLS &/OR \ \ \ \ / 220.00 , ROCKERIES PER STANDARD DTLS \ PROVIDED. ALL DIMENSIONS & \ LOCATIONS TO BE ADJUSTED AS \ 1 REQUIRED BY SITE CONDITIONS. \ ' � TOP:224.00 \ \ � TOE: 220.00 \ — / \ o co m \ \ \ m \ \ \ YARD: \ 224.00' 0 rs, 2'-0" 7'-4" 35'-0" 21'-8" 2'-0" SR � o TYP S2.3 N O - � N N SLAB: � — 225.00' 0 0 0 m O 00 (Y) r j W N J QQ� � Ln Lp rx- N LnLLJ �� J �QW N W z O O TOE: 215.00' 00 O o C� 00 Q Q C/7 z � z O N O 0 1__I� w 00 15578 0 Job # S2209020 LJ Q� �� hj2c2C � ' ° • Q z Q 42771 �p FGISTE� \ I �SS� �SSIO NA L REVIEWED ACCORDING TO THE DOCUMENTS STATED HERE: O Structural calculations & plans dated 8/15/2023 I SEE S PAGES FOR ALL STRUCTURE, SHEARWALL & HOLDDOWN INFORMATION RETAINING WALL DESIGN FOUNDATION PLAN SCALE: 4" = V-0" 2.0 DATE DRAWN 8-1-23 JCR REVISION REVISION REVISION - FOUNDATION STEP LOCATION & HEIGHT MAY CHANGE TO DO SITE CONDITIONS. VERIFY FINISHED - GRADES WITH SITE SUPERINTENDANT ADJUST LOCATION OF STRAP TO BE @ END OF- PONYWALL FRAMING CONTINUOUSLY OPERATING FAN DUCTED TO EXTERIOR. 583 SQ. FT. CRAWL AREA 1 CFM PER 50 SQ. FT. _ 12 CFM MIN. REQ'D 2ND FLR JSTS SIT ON TOP OF MUDSILL TOP STEM: 235.80' 0 FOUNDATION STEP LOCATION & HEIGHT MAY CHANGE TO DO SITE CONDITIONS. VERIFY FINISHED - GRADES WITH SITE SUPERINTENDANT ADJUST LOCATION OF STRAP TO BE @ END OF- PONYWALL FRAMING #STHDI7 SITE RETAINING WALLS. SEE PAGE 2.0 FOR DTLS-DIMS 6" THICKENED FOOTING @ SLAB: 4 CONCRETE SLAB EDGE OF SLAB. EXTEND 6-8" 225.00' FILL &TAMP. MIN. BLW FIN. GRADE I o CONNECTTO SIDE T SEWER PER SITE PLAN 68' 0" 27'-6" 16'-6" 24'-0" I I 9'-4" 14'-8" 12'-5" RFA #HDUII #HDU11 RFA A S2.2 1 S2.2 9.1 13'-10" 24" STUB STEEL @ 24" WC (2) #4 CONT O.C. STEM/PATIO TO S2.3 @ TOP OF WALL LOWER PATIO 6" THICK EDGE OF CONCRETE SLAB. EXTEND 3" MIN. BLW LOWER PATIO. SACK & FINISH EXPOSED FACE B III I I I 92 ©:111011 5'-6" 3'-11" 1 . 10'-7" R�S2.2 WC (2) #4 CONT C F52.3 @ TOP OF WALL 9 3 2'-2" #HDU14 I RFA 1 TOP STEM: SLAB: o z, 230.92 ° TOP STEM: 226.50 1 \ 226.92' 4" CONCRETE SLAB I / - - - III- II I TOP STEM: WC i III II 22692 S2.3 FILL &TAMP. i t SINKTHRU III Ili I I I \ I 4" CONC. SLAB OVER 6" I 6'-0" TOE KICK LII 8 Iel I � II , J i O TOP STEM: 230.92' WC 52.3 \ COMPACTED FILL #STHD14 `V o TOP STEM: 6-MIL POLYETHYLENE OR I o z, 232.92' APPROVED VAPOR BARRIER 6" WASTE STACK FROM �1I \ MIN. LAPPED JOINTS ABV. BUCK OUT AS I #STHD14 1 \\\ READ I� ! i - - - - - - - - 7 D PRESS STEM WALL TSF 14"WIDE, TOP STEM: 9' . POUR SLAB OVER (-r = _ _ S2 2 TYP U.N.O, II ----- ----- - II 235.80' --- ----------- - 10'-10y" V 60 II 1� o 1 2ND FLR JSTS SIT ONI - n FT ]Fa -#STHD14 0 N TOP OF MUDSILL 24" WIDE 5'-10" I I #STHD14 TOP STEM: #STHD14 �L------------------------------ -----� ��------- I I 235.80 #STHD14 E:4 ------ ---------------- -----� L -- -- --- --� - I 2ND FLR JSTS SIT ON 1 - -11 r J I I I CD TOP OF MUDSILL CD I PLUMB. WASTE STACK a)DROPTHRUCRAWLSPACE = WC S2.3 UNVENTED - g"O x 12" HEX HEAD ANCHORw/10" ERF I �' I I i I WC S2.3 #STHD14 FROM 2ND FLOOR ABV CRAWL SPACE EMBEDMENT FOR S2.1 I 0 #HTTSKTA--------- -------�-1 L---- --� J M 7'O" 5'9" 18"MIN. CLEARANCE LL =---- -=-- - - - - - - - - - - - - - - - - - - - - - - - - - - #STHD14 F2 12" MIN. UNDER BMS & DUCTS. 1.5 RAT SLAB & CLASS 1 VAPOR DROPPED 4x10 (1-4� ® RETARDER MATERIAL OVER FIN. GRADE. R 38 INSUL. BTWN JSTS - RFA #HDU11 CRAWL ACCESS WC S2.3 � � #STHD14 � � S2.2 THROUGH FLOOR -THROUGH MECH. ROOM �n O 26-0" r- 30'-6" 11'-6" Q 2ND FLR JSTS HANG O WC � Ln ON MUDSILL - - -52-3 - -------- - o S2 3 o TOP STEM: TOP STEM: � - - - - - - - - - - - - - - - - - - - - - - o M 241.00' F 1.5 -1 F 1.5 236.96' - - DROPPED 4x10 (1-5) DROPPED 4x10 1-6) F_ -1 DROPPED 4x10 (1-7) N B C o #STHD 4 v _F_ L-J L -1 r - 9.2 9.3 N N V l l CDCIO I 7'-6%" 30'-0" 6' 9" 6' 0" 6'-3" 11'-5Y2" Ir 37' 6Y" CRAWL ACCESS THROUGH FLOOR OF I 12.5 0 WALK-IN CLOSET TOPISTEM: of v o 2413.00 #STD14 THIRD FLR I JSTS SIT 8" STEM w/8"x16"FTG FWS TYp U.N.O.52.3 r------- ---------------------� ON TOP OF MUDSILL I LINE OF SECOND FLOOR TOP STEM: STEM WALLS. SEE PAGE 2.2 o -246_04' I A #STHD14 #STHD14 9.1 L - 8-9 I I - - - - - 10' - 3 " - - 19'-0" 68'-0" CONTINUOUSLY OPERATING - FAN DUCTED TO EXTERIOR. 226 SQ. FT. CRAWL AREA 1 CFM PER 50 SQ. FT. _ 5 CFM MIN. REQ'D m 15578 Job # S2209020 S LFt,��O( 42771 �p ASS SIO NA L REVIEWED ACCORDING TO THE DOCUMENTS STATED HERE: Structural calculations & plans dated 8/15/2023 SEE S PAGES FOR ALL STRUCTURE, SHEARWALL & HOLDDOWN INFORMATION FIRST FLOOR FOUNDATION FOUNDATION PLAN GENERAL NOTES OPERABLE WINDOWS WITH OPENINGS GREATER THAN 72" ABOVE GRADE OR SURFACE BELOW LOWEST PART OF CLEAR OPENING TO BE 24" MIN. ABOVE FINISHED FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THRU OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 2090 OR IRC R312 SAFETY GLASS & SKYLIGHTS PER IRC R308 ALL HOLDOWNS, FRAMING ANCHORS & SHEARWALL NAILING TO BE INSPECTED BEFORE COVERING OSLAB -ON -GRADE INSULATION R-10 RIGID WATER RESISTANT FOAM INSULATION RATED FOR GROUND CONTACT. EXTEND 24" VERTICALLY OR HORIZONTALLY AROUND PERIMETER OF SLAB -ON -GRADE. PROTECT ALL EXPOSED ABOVE GRADE EDGES OF INSULATION FROM MOISTURE & DAMAGE. MAINTAIN A THERMAL BREAK AT THE EDGE OF SLAB. PER ENERGY CREDIT 1.3 - INSULATE UNDER ENTIRE SLAB OCRAWL SPACE ACCESS - IRC R408.4 THROUGH FLOOR OPENINGS TO BE 18" x 24" MINIMUM. THROUGH WALL OPENINGS TO BE 16" x 24" MIN. IF ANY PORTION OF ATHROUGH WALL OPENING IS BELOW GRADE A 16" x 24" CLEAR SPACE TO BE PROVIDED IN FRONT OF OPENING. IF OPENING IS LOCATED IN A CONDITIONED SPACE, DOOR TO BE TIGHT FIT, WEATHERSTRIPPED & INSULATED TO MATCH SURROUNDING WALL/FLOOR. OUNVENTED CRAWL SPACE VENTILATION OPENINGS IN UNDER -FLOOR SPACES SHALL NOT BE REQUIRED WHERE THE FOLLOWING ITEMS ARE PROVIDED: 1. EXPOSED EARTH IS COVERED WITH A CONTINUOUS CLASS 1 VAPOR RETARDER. JOINTS OF THE VAPOR RETARDER SHALL OVERLAP BY 6" AND SHALL BE SEALED OR TAPED. THE EDGES OF THE VAPOR RETARDER SHALL EXTEND NOT LESS THAN 6" UP THE STEM WALL AND SHALL BE ATTACHED AND SEALED TO THE STEM WALL OR INSULATION. 2.1. CONTINUOUSLY OPERATED MECHANICAL EXHAUST VENTILATION AT A RATE EQUAL TO 1 CUBIC FOOT PER MINUTE FOR EACH 50 SQUARE FEET OF CRAWL SPACE FLOOR AREA, INCLUDING AN AIR PATHWAY TO THE COMMON AREA (DUCT OR TRANSFER GRILL), AND PERIMETER WALL INSULATED PER SECTION N1102.2.11 811 SQUARE FEET CRAWL SPACE AREA. CONTINUOUSLY RUNNING FAN @ 1 CFM PER 50 SQUARE FEET REQUIRED. 17 CFM MIN. FAN. REQUIRED. PROVIDE PASSIVE AIRWAY FROM CONDITIONED SPACE. ®CRAWL SPACE POSTS & BEAMS POSTS TO BE 44 MINIMUM UNLESS NOTED OTHERWISE. BOTTOM OF POSTS TO BE 8" MINIMUM ABOVE INTERIOR FINISHED GRADE OR BE PRESSURE TREATED. PROTECT BOTTOM OF UNTREATED POSTS WITH 90# ROOFING OR EQUAL. SECURE BASE WITH STRAP OR ENGINEERED CONNECTOR EMBEDDED IN FOOTING. PROVIDE POSITIVE POST TO BEAM & BEAM TO JOIST CONNECTIONS TO RESIST UPLIFT& LATERAL DISPLACEMENT. INSTALL SOLID BLOCKING BETWEEN JOISTS AT ALL INTERMEDIATE SUPPORTS. SCALE: X" = V-0" DATE 8-1-23 DRAWN JCR REVISION REVISION REVISION MAX RETAINED HEIGHT=11'-0" MAX WALL HEIGHT=12'-0" 2.1 68'-0" 27'-6" 16'-6" 24'-0" I I I I I LINE OF FIRST FLOOR STEM I WALLS. SEE PAGE 2.1 I I I ZD I I I o I 2ND FLR JSTS SIT ON TOP OF MUDSILL I o TOP STEM: ° 235.80' I M 0 �^ II v SLAB FLOOR UNDER STAIR #STHD14 4" CONC. SLAB OVER 2ND FLR JSTS HANG COMPACTED FILL CRAWL ACCESS DOOR FAN THRU DROPPED ON MUDSILL TOP STEM: 6-MIL POLYETHYLENE OR APPROVED VAPOR BARRIER 6 U OUGH WALLOPDUCT OF 2ND FLR 236.96'LAUNDRY MIN. LAPPED JOINTS M ROOMWCCL'G CONTINUOUSLY OPERATING & CLOSET — — — — — — — — —ITHR — —_ —_ —_ —_ '� —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ FAN DUCTED TO EXTERIOR. o o 268 SQ. FT. CRAWL AREA o TOP STEM: I 1 CFM PER 50 SQ. FT. _ 6 CFM MIN. REQ'D 241.00' — — — — — _JJ :#ST:HD 4CONTINUOUSLY OPERATING m we T0241.00M FOUNDATION STEP LOCATION & CRAWLACCESS� / 8" STEM UNVENTED HEIGHT MAY CHANGE TO DO SITE FAN DUCTED TO EXTERIOR. 133 SQ. FT. CRAWL AREA I M O WOOALL X - WX " S2.3 wTYP CRAWL SPACE $2.3 ISHED CONDGRADES WITH SITE FOUNDATION STEP LOCATION & I 1 CFM PER 50 SQ. FT. __ UNDER STAIR / 00 U.N. 0.G 18" MIN. CLEARANCE _ SUPERINTENDANT HEIGHT MAY CHANGE TO DO SITE " 3 CFM MIN. REQ D I FWS 12" MIN. UNDER BMS &DUCTS. #STHD14 CONDITIONS. VERIFY FINISHED `"` I S2 3 0 4" CONC. SLAB PER ENG. &CLASS 1 GARAGE JSTS HANG GARAGE o GRADES WITH SITE SUPERINTENDANT - -%°' F° I01�2.5 TOP STEM &FIN. ° #HDU11 RFA VAPOR RETARDER MATERIAL OVER FIN. GRADE. R-38 INSUL. BTWN JSTS ON MUDSILL TOP STEM: JSTS SIT ADJUST LOCATION OF :.. SLAB: 237.16' S2 2 ON MUDSILL o STRAP TO BE @ END OF TOP STEM: :•<•. r I I UNVENTED — — -- ------ -- 246.35 -- — J TOP STEM: `D PONYWALL FRAMING ° 245.41' 24�.00' L- J CRAWL SPACE ° ADJUST LOCATION OF I I 8 STEM 18"MIN. CLEARANCE I o STRAP TO BE @ END OF PONYWALL FRAMING #STWID14 FWS w/ 8"x16" FTG 16" F 12"MIN. UNDER BMS &DUCTS. 4' 5%" 52.3 4" CONC. SLAB PER ENG. & CLASS 1 5' 7" THIRD FLR I JSTS SIT T8 I I VAPOR RETARDER MATERIAL OVER FIN. #STHD14 ON TOP OF MUDSILL GRADE. R-38 INSUL. BTWN JSTS I PORCH JSTS HANG g #STHD14 o C o TOP STEM: — — — — — — - I L- — — — — — __J ON MUDSILL 9.2 z, 9.3 2 4 6.0 4' TOP STEM: ' 2 4 6.3 5 — — — — — — — — — — — — — ° WC MAX RETAINED HEIGHT=10'-0" tS2.3j MAX WALL HEIGHT=10'-0" A �tL-STTHC14 #STHD14 71_62" 9.1 30'-0" 8'-9" 10'-3" 19'-0" 11' S%" 37'-6Y2" 68'-0" MAX RETAINED HEIGHT = 11'-0" MAX WALL HEIGHT = 12'-0" VVU MAX RETAINED HEIGHT=10'-0" 52.3 MAX WALL HEIGHT=12'-0" GENERAL NOTES OPERABLE WINDOWS WITH OPENINGS GREATER THAN 72" ABOVE GRADE OR SURFACE BELOW LOWEST PART OF CLEAR OPENING TO BE 24" MIN. ABOVE FINISHED FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THRU OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 2090 OR IRC R312 SAFETY GLASS & SKYLIGHTS PER IRC R308 ALL HOLDOWNS, FRAMING ANCHORS & SHEARWALL NAILING TO BE INSPECTED BEFORE COVERING OCRAWL SPACE ACCESS - IRC R408.4 THROUGH FLOOR OPENINGS TO BE 18" x 24" MINIMUM. THROUGH WALL OPENINGS TO BE 16" x 24" MIN. IF ANY PORTION OF ATHROUGH WALL OPENING IS BELOW GRADE A 16" x 24" CLEAR SPACE TO BE PROVIDED IN FRONT OF OPENING. IF OPENING IS LOCATED IN A CONDITIONED SPACE, DOOR TO BE TIGHT FIT, WEATHERSTRIPPED & INSULATED TO MATCH SURROUNDING WALL/FLOOR. OUNVENTED CRAWL SPACE VENTILATION OPENINGS IN UNDER -FLOOR SPACES SHALL NOT BE REQUIRED WHERE THE FOLLOWING ITEMS ARE PROVIDED: 1. EXPOSED EARTH IS COVERED WITH A CONTINUOUS CLASS 1 VAPOR RETARDER. JOINTS OF THE VAPOR RETARDER SHALL OVERLAP BY 6" AND SHALL BE SEALED OR TAPED. THE EDGES OF THE VAPOR RETARDER SHALL EXTEND NOT LESS THAN 6" UP THE STEM WALL AND SHALL BE ATTACHED AND SEALED TO THE STEM WALL OR INSULATION. 2.1. CONTINUOUSLY OPERATED MECHANICAL EXHAUST VENTILATION AT A RATE EQUAL TO 1 CUBIC FOOT PER MINUTE FOR EACH 50 SQUARE FEET OF CRAWL SPACE FLOOR AREA, INCLUDING AN AIR PATHWAY TO THE COMMON AREA (DUCT OR TRANSFER GRILL), AND PERIMETER WALL INSULATED PER SECTION N1102.2.11 CRAWL SP. UNDER PORCH 133 SQUARE FEET CRAWL SPACE AREA. CONTINUOUSLY RUNNING FAN @ 1 CFM PER 50 SQUARE FEET REQUIRED. 3 CFM MIN. FAN. REQUIRED. PROVIDE PASSIVE AIRWAY FROM CONDITIONED SPACE. CRAWL SP. GARAGE 268 SQUARE FEET CRAWL SPACE AREA. CONTINUOUSLY RUNNING FAN @ 1 CFM PER 50 SQUARE FEET REQUIRED. 6 CFM MIN. FAN. REQUIRED. PROVIDE PASSIVE AIRWAY FROM CONDITIONED SPACE. ®CRAWL SPACE POSTS & BEAMS POSTS TO BE 44 MINIMUM UNLESS NOTED OTHERWISE. BOTTOM OF POSTS TO BE 8" MINIMUM ABOVE INTERIOR FINISHED GRADE OR BE PRESSURE TREATED. PROTECT BOTTOM OF UNTREATED POSTS WITH 90# ROOFING OR EQUAL. SECURE BASE WITH STRAP OR ENGINEERED CONNECTOR EMBEDDED IN FOOTING. PROVIDE POSITIVE POST TO BEAM & BEAM TO JOIST CONNECTIONS TO RESIST UPLIFT& LATERAL DISPLACEMENT. INSTALL SOLID BLOCKING BETWEEN JOISTS AT ALL INTERMEDIATE SUPPORTS. m 15578 Job # s2209020 S F'F � of ti Mfg �Q Ob.- � O , 42771 �p o��sS10 AS S NA L REVIEWED ACCORDING TO THE DOCUMENTS STATED HERE: Structural calculations & plans dated 8/15/2023 SEE S PAGES FOR ALL STRUCTURE, SHEARWALL & HOLDDOWN INFORMATION SECOND FLOOR FOUNDATION FOUNDATION PLAN SCALE: V-0" M O 00 M (V J Q�� J =Qor Lr) 2 �LN �./ Mw w N � w z 0 0 DATE 8-1-23 DRAWN JCR REVISION REVISION REVISION 2.2 DO FINISHED END PANEL bom �o Y CD M N m c-I 0 co 1"SPACER �o BATH #3 FIRST FLR CABINET PLANS 48 CABINET PULLS SCALE: X" = V-0" TOP OF ALL WINDOW ROUGH OPENINGS @ 8'-0Y4" UNLESS NOTED OTHERWISE. 2-2x6 TOP PLATE 48 HDR (3Y2"x 7Y4") 2x6 LINER HDR ALL HEADERS THROUGHOUT ARE 48 DF#2 UNLESS NOTED OTHERWISE SEE S PAGES FOR ALL STRUCTURE, SHEARWALL & HOLDDOWN INFORMATION FIRST FLOOR PLAN SCALE: X" =1'-0" HOME TO BE EQUIPPED WITH 13D FIRE SPRINKLER SYSTEM GENERAL NOTES OPERABLE WINDOWS WITH OPENINGS GREATER THAN 72" ABOVE GRADE OR SURFACE BELOW LOWEST PART OF CLEAR OPENING TO BE 24" MIN. ABOVE FINISHED FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THRU OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 2090 OR IRC R312 SAFETY GLASS & SKYLIGHTS PER IRC R308 ALL HOLDOWNS, FRAMING ANCHORS & SHEARWALL NAILING TO BE INSPECTED BEFORE COVERING OSTAIRS - IRC R311 STAIRWAYS TO BE 36" MIN. CLEAR WIDTH MEASURED ABOVE HANDRAIL & BELOW REQ'D HEADROOM HEIGHT. HANDRAILS MAY PROJECT 4Y2" MAX. ON EITHER SIDE. STAIRWAY CLEAR WIDTH TO BE 31Y2" MIN. AT & BELOW HANDRAIL (27" MIN. IF HANDRAIL INSTALLED ON BOTH SIDES). MIN. HEAD HEIGHT TO BE 6'-8" MEASURED VERTICALLY FROM NOSING OF TREADS. RISERS TO HAVE MAX. HEIGHT OF 7%". TREADS TO HAVE MIN. DEPTH OF 10". EACH MAY NOT VARY MORE THAN %" VARIATION IN DIMENSION. TREADS WITH SOLID RISERS TO HAVE %" MIN. TO 1Y4" MAX. NOSING WITH %" MAX VARIATION. TREADS WITH 11" MIN DEPTH NOT REQUIRED TO HAVE NOSINGS. LANDINGS TO HAVE 36" MIN. DIMENSION IN DIRECTION OF TRAVEL. HANDRAIL REQUIRED ON STAIRS RISING 4 OR MORE RISERS. INSTALL BETWEEN 34"-38" ABOVE NOSING. 1Y4"-2" DIAMETER GRIP TO RUN CONTINUOUS FOR FULL FLIGHT OF STAIR RETURN ENDS TO WALL OR NEWEL. PROTECT ENCLOSED ACCESSIBLE SPACE UNDER STAIRS WITH Y2" GWB ON ENCLOSED SIDE. STAIRWAY ILLUMINATION - R203.7 INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS OF NOT LESS THAN 1 FOOT-CANDLE AS MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. ©BATHROOM NOTES SHOWERS TO HAVE 30"00" MIN. CLEAR FLOOR SPACE. 24"00" CLEAR SPACE REQUIRED OUTSIDE DOOR. HINGED DOOR TO OPEN OUTWARD. ALL ENCLOSURES TO BE SAFETY GLASS.15" CLEAR SPACE REQUIRED EACH SIDE OF CENTERLINE OF TOILET. 21" MIN. CLEAR SPACE IN FRONT OF TOILET & SINK. TUB & SHOWER FLOORS & WALLS ABOVE TUBS WITH SHOWER HEADS TO HAVE NONABSORBENT SURFACE UP 6' ABOVE FLOOR. INSTALL BLOCKING FOR TOWEL BARS & TOILET PAPER HOLDERS. OEMERGENCY ESCAPE - IRC R310 EACH SLEEPING ROOM TO HAVE 1 MINIMUM EMERGENCY ESCAPE OPENING. OPENINGS TO BE 24" MIN. CLEAR HEIGHT, 20" MIN. CLEAR WIDTH. NET OPENING TO BE 5.7 SQ. FT. MIN. (5.0 SQ. FT. @ GRADE FLOOR) BOTTOM OF CLEAR OPENING TO BE 44" MAX ABOVE FINISHED FLOOR. ELECTRICAL LEGEND R314 - SMOKE ALARM PER UL 217. INSTALL SA IN EACH BEDROOM, OUTSIDE & IN IMMEDIATE VICINITY OF SEPARATE BEDROOMS, ON EACH FLOOR OF RESIDENCE. R315 - CARBON MONOXIDE ALARM PER UL CO 2034. INSTALL OUTSIDE & IN IMMEDIATE VICINITY OF SEPARATE BEDROOMS & ON EACH FLOOR OF RESIDENCE. ®50 50 CFM MIN. EXHAUST FAN VENTED TO EXTERIOR MIN CFM CONTINUOUS OPERATION S WH COMBINATION SPOT & WHOLE HOUSE FAN. FOR INTERMITTENT TIMED OPERATION: RUN-TIME % PER 4 HR SEGMENT FACTOR 25% 33% 50% 66% 75% 4x I 3x I 2x 11.5y 1.3x R314.2.1 & R314.4.1- HEAT DETECTORS HEAT SHALL BE LOCATED IN ATTACHED GARAGE & SHALL BE CONNECTED TO A SMOKE ALARM INSTALLED IN THE DWELLING HALLWAY OR ROOM TO PROVIDE OCCUPANT NOTIFICATION HIGH -EFFICIENCY LIGHTING IRC N1104 & WSEC R404 A MINIMUM OF 90%OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS. ALL INSTALLED LIGHT FIXTURES WILL BE LED OR WILL BE SUPPLIED WITH LED BULBS. FUEL GAS LIGHTING SYSTEMS SHALL NOT HAVE CONTINUOUSLY BURNING PILOT LIGHTS. M CD O 00 M N J Q�� J =Qor Lr) 2 �LN �./ Mw w N � w z 0 0 Q o o w 00 rn Q Q z C3-) C) � z ON O rn n/ w 0 �J 0 0 I 0 1 DATE 8-1-23 DRAWN JCR REVISION REVISION REVISION 0 0 QD ADJUST JOIST SPACING FOR PLUMBING ABV LIGHTWEIGHT CONCRETE (115 pco SLAB OVER DIAPHRAGM, 3 %" MAX THICKNESS DEAD LOAD 50 PSF MAX LIVE LOAD 60 PSF MAX SNOW LOAD 25 PSF MAX 68'-0" 27'-6" 16'-6" 24'-0" 12'-7" A m 9.1 911 4'-611 lJ � LJL 0 a Cj > "TUB�UQ= =71LJ 1E\\ � I %14 JL3KSL (11-2)Ln I I III I I i l l I � Y I II I LLI I I �� I I I w0� I II J Y w zo II II II II �No I I �� I II II I l II z �NCf cl-Iln 14'-11" o:5 oco o z 9'-0" 7'-611 B � :5 28" 20" 24" O.C. Ln 9 2 o z ADJ UST JOIST SPACI NG z FOR PLUMBING ABV 2-1% x 14 LSL STRUCT. RIM (1-11) U 0 5 % x 12 GLB (1-12), SEE DTL FRH ON S2.1 I = T P FLUSH w/ DECK JOISTS —0 — 11 11 IN," C1_0 oj N II IIz -) ��:GRS J II of 0 �0N 11)= 148x1%'NAILS II QD \Il I I I I I = I ) III � II II i II II � II II II � II b II I II II II W.C. �ROIJED 4x10 (1) u� II L— f2720" 24" O.0 II 7 -0 -9 11 I I DROPPED11610 (1-5) DROPPED x10 (1-6) D OPPED 4x1II (1-7) C?II II II II CN O II I- — II 6'-9" II 6-0"II 6'-3" II I I I I �I II II II jw II j II II Jl Jl�< Jl �N11 I II II II II II II II II 22 II o II II II II I I I II II � II II II II �� II II A \ 2x10 (MIN) P.T. LEDGER TO FACE OF RAISED STEM WALL WY" EXPANSION ANCHOR @ 16' O.C. 19'-0" 11'-S%" o� 0 II @) II START TRUSS L.O. 24" O.C. THIS CORNER C o 2-1% x 14 LSL STRUCT. RIM (1 13) SEE DTL FRH ON S2.1 7777.771 Z TUB i ")� � II0 � II II II r_1 w Z II II LH II II L II I �D II II II II II 74 W.C. �ROIJED 4x10 (1) u� II L— f2720" 24" O.0 II 7 -0 -9 11 I I DROPPED11610 (1-5) DROPPED x10 (1-6) D OPPED 4x1II (1-7) C?II II II II CN O II I- — II 6'-9" II 6-0"II 6'-3" II I I I I �I II II II jw II j II II Jl Jl�< Jl �N11 I II II II II II II II II 22 II o II II II II I I I II II � II II II II �� II II A \ 2x10 (MIN) P.T. LEDGER TO FACE OF RAISED STEM WALL WY" EXPANSION ANCHOR @ 16' O.C. 19'-0" 11'-S%" o� 0 II @) II START TRUSS L.O. 24" O.C. THIS CORNER C o 2-1% x 14 LSL STRUCT. RIM (1 13) SEE DTL FRH ON S2.1 7777.771 Z TUB i ")� � II0 � II II II r_1 w Z II II LH II II L II I �D II II II II II 74 CD_ Q II II II II _M II II II � II c-I 4'-4" II I II II II 10 � J J II II � II II II O o = Cq O 0 V M I Jl Jl — mJI I: II I II II II II � II II II II c~ C� y� I I OBo II II II II II I I I II II II II II I II II II II II �I II II II II II I 1 II II II II II L, II II II II II I 37'-6%" C GENERAL NOTES OPERABLE WINDOWS WITH OPENINGS GREATER THAN 72" ABOVE GRADE OR SURFACE BELOW LOWEST PART OF CLEAR OPENING TO BE 24" MIN. ABOVE FINISHED FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THRU OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 2090 OR IRC R312 SAFETY GLASS & SKYLIGHTS PER IRC R308 ALL HOLDOWNS, FRAMING ANCHORS & SHEARWALL m 15578 Job # S2209020 S F�F � of ti Mr2 �e 0. z 42771 O FGISTE� �SS� SIO NA L REVIEWED ACCORDING TO THE DOCUMENTS STATED HERE: Structural calculations & tans dated 8/15/2023 SEE S PAGES FOR ALL STRUCTURE, SHEARWALL & HOLDDOWN INFORMATION SECOND FLOOR FRAMING PLAN SCALE: %" = V-0" m 0 00 Ql r"j w N Q v = Q � � w 2 l~ON � w w --Im Y v J SQL N � z O O o CD V LL, 00 > rn Q Q C,-)O �0 z N O w o DATE 8-1-23 DRAWN JCR REVISION REVISION REVISION o CD V LL, 00 > rn Q Q C,-)O �0 z N O w o DATE 8-1-23 DRAWN JCR REVISION REVISION REVISION SOFFIT DROP CL'G & DUCTING DETAIL_ SCALE: X" =1'-0" TOP OF ALL WINDOW ROUGH OPENINGS @ 8'-0Y4" UNLESS NOTED OTHERWISE. 2-2x6 TOP PLATE 48 HDR (3Y2"x 7Y4") 2x6 LINER DROPPED SOFFIT AT Pmpnnu #2 HDR ALL HEADERS THROUGHOUT ARE 48 DF#2 UNLESS NOTED OTHERWISE DUCTING UP INTO OIST BAYS BEYOND SOFFIT FINISHED [)Q'-END PANEL BATH #2 z z 0 M 1" SPACER 39" DB 39" DB FINISHED FINISHED END PANEL END PANEL 39" DB 39" DB CLOSET CABINET DTL EACH SIDE IDENTICAL SCALE: %" =1'-O" LAUNDRY SECOND FLR CABINET PLANS 72 CABINET PULLS SCALE: Y4"=1'-0" OUTDOOR UNIT OF DUCTLESS MINI -SPLIT PER SYSTEM #2 & ENERGY CREDIT 3.6 WALK-IN CLOSET -FINISHED _ END PANEL 0 N z z o N v) CD 0 M ro m o N FINISHED, END PANEL NAACTFR RATI-4 WAI I I F(;FNF)- ` " STND PLATE HT: 9'-0" SEE S PAGES FOR ALL STRUCTURE, SHEARWALL & HOLDDOWN INFORMATION LOWER PLATE HT: 8'-4%" UNDER GARAGE ONLY SECOND FLOOR PLAN SCALE: X" = V-0" HOME TO BE EQUIPPED WITH 13D FIRE SPRINKLER SYSTEM GENERAL NOTES OPERABLE WINDOWS WITH OPENINGS GREATER THAN 72" ABOVE GRADE OR SURFACE BELOW LOWEST PART OF CLEAR OPENING TO BE 24" MIN. ABOVE FINISHED FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THRU OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 2090 OR IRC R312 SAFETY GLASS & SKYLIGHTS PER IRC R308 ALL HOLDOWNS, FRAMING ANCHORS & SHEARWALL NAILING TO BE INSPECTED BEFORE COVERING OCRAWL SPACE ACCESS - IRC R408.4 THROUGH FLOOR OPENINGS TO BE 18" x 24" MINIMUM. THROUGH WALL OPENINGS TO BE 16" x 24" MIN. IF ANY PORTION OF ATHROUGH WALL OPENING IS BELOW GRADE A 16" x 24" CLEAR SPACE TO BE PROVIDED IN FRONT OF OPENING. IF OPENING IS LOCATED IN A CONDITIONED SPACE, DOOR TO BE TIGHT FIT, WEATHERSTRIPPED & INSULATED TO MATCH SURROUNDING WALL/FLOOR. OSTAIRS - IRC R311 STAIRWAYS TO BE 36" MIN. CLEAR WIDTH MEASURED ABOVE HANDRAIL & BELOW REQ'D HEADROOM HEIGHT. HANDRAILS MAY PROJECT 43/2" MAX. ON EITHER SIDE. STAIRWAY CLEAR WIDTH TO BE 313/2" MIN. AT & BELOW HANDRAIL (27" MIN. IF HANDRAIL INSTALLED ON BOTH SIDES). MIN. HEAD HEIGHT TO BE 6'-8" MEASURED VERTICALLY FROM NOSING OF TREADS. RISERS TO HAVE MAX. HEIGHT OF 7%". TREADS TO HAVE MIN. DEPTH OF 10". EACH MAY NOT VARY MORE THAN %" VARIATION IN DIMENSION. TREADS WITH SOLID RISERS TO HAVE %" MIN. TO 1Y4" MAX. NOSING WITH %" MAX VARIATION. TREADS WITH 11" MIN DEPTH NOT REQUIRED TO HAVE NOSINGS. LANDINGS TO HAVE 36" MIN. DIMENSION IN DIRECTION OF TRAVEL. HANDRAIL REQUIRED ON STAIRS RISING 4 OR MORE RISERS. INSTALL BETWEEN 34"-38" ABOVE NOSING. 1Y4"-2" DIAMETER GRIP TO RUN CONTINUOUS FOR FULL FLIGHT OF STAIR RETURN ENDS TO WALL OR NEWEL. PROTECT ENCLOSED ACCESSIBLE SPACE UNDER STAIRS WITH Y2" GWB ON ENCLOSED SIDE. STAIRWAY ILLUMINATION - R203.7 INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS OF NOT LESS THAN 1 FOOT-CANDLE AS MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. ©BATHROOM NOTES SHOWERS TO HAVE 30"00" MIN. CLEAR FLOOR SPACE. 24"00" CLEAR SPACE REQUIRED OUTSIDE DOOR. HINGED DOOR TO OPEN OUTWARD. ALL ENCLOSURES TO BE SAFETY GLASS.15" CLEAR SPACE REQUIRED EACH SIDE OF CENTERLINE OF TOILET. 21" MIN. CLEAR SPACE IN FRONT OF TOILET & SINK. TUB & SHOWER FLOORS & WALLS ABOVE TUBS WITH SHOWER HEADS TO HAVE NONABSORBENT SURFACE UP 6' ABOVE FLOOR. INSTALL BLOCKING FOR TOWEL BARS & TOILET PAPER HOLDERS. OEMERGENCY ESCAPE - IRC R310 EACH SLEEPING ROOM TO HAVE 1 MINIMUM EMERGENCY ESCAPE OPENING. OPENINGS TO BE 24" MIN. CLEAR HEIGHT, 20" MIN. CLEAR WIDTH. NET OPENING TO BE 5.7 SQ. FT. MIN. (5.0 SQ. FT. @ GRADE FLOOR) BOTTOM OF CLEAR OPENING TO BE 44" MAX ABOVE FINISHED FLOOR. ®GUARDS - IRC R312 WHERE OPEN SIDED WALKING SURFACE (INCLUDING STAIRS, RAMPS & LANDINGS) IS GREATER THAN 30" ABOVE FLOOR OR GRADE BELOW FOR A HORIZONTAL DISTANCE OF 36", PROVIDE GUARDS UP 36" MIN (34" MIN. @ STAIRS) MEASURED FROM FINISHED ADJACENT SURFACE (LINE OF NOSING @ STAIR). TOP OF RAIL TO SUPPORT 200# LOAD APPLIED IN ANY DIRECTION. INFILL COMPONENT TO BE SPACED SO A 4" SPHERE MAY NOT PASS THRU (4%" @ STAIR) & SUPPORT 50# HORIZONTAL LOAD APPLIED TO 1 S.F. AREA. GLAZING USED IN GUARDS MUST BE SAFETY GLASS PER IRC R308. OINTERIOR FURNACE & WATER HEATER UL APPROVED APPLIANCES INSTALLED PER MFG INSTRUCTIONS, UPC & IMC. WATER HEATER INSTALLED ON GALVANIZED STEEL PAN WITH DRAIN PER UPC. IF WATER HEATER LOCATED ON CONCRETE SLAB OR IN UNHEATED AREA INSTALL ON R-10INCOMPRESSIBLE INSULATED BASE. INSTALL SEISMIC STRAPS WITHIN TOP & BOTTOM THIRD (4" MIN. ABOVE CONTROLS) PRESSURE RELIEF LINE TO EXTERIOR. FOR FUEL FIRED APPLIANCES PROVIDE 2 SCREENED COMBUSTION INLETS (1 EA. WITHIN 12" OF CEILING & FLOOR) WITH MIN. NET FREE AREA OF 1 SQ. IN. PER 4000 BTU/H EACH. FUEL FIRED APPLIANCES INSTALLED IN SEALED ENCLOSURE WITH A WEATHER STRIPPED SOLID SELF -CLOSING DOOR. ENCLOSURE NOT TO BE USED FOR OTHER PURPOSES. ELECTRICAL LEGEND R314 - SMOKE ALARM PER UL 217. INSTALL SA IN EACH BEDROOM, OUTSIDE & IN IMMEDIATE VICINITY OF SEPARATE BEDROOMS, ON EACH FLOOR OF RESIDENCE. R315 - CARBON MONOXIDE ALARM PER UL CO 2034. INSTALL OUTSIDE & IN IMMEDIATE VICINITY OF SEPARATE BEDROOMS & ON EACH FLOOR OF RESIDENCE. ® 50 CFM MIN. EXHAUST FAN 50 VENTED TO EXTERIOR MIN CFM CONTINUOUS OPERATION ® WH COMBINATION SPOT & WHOLE HOUSE FAN. FOR INTERMITTENT TIMED OPERATION: RUN-TIME % PER 4 HR SEGMENT FACTOR 25% 33% 50% 66% 75% 4x I 3x I 2x Il.Sx 1.3x R314.2.1 & R314.4.1- HEAT DETECTORS HEAT SHALL BE LOCATED IN ATTACHED GARAGE & SHALL BE CONNECTED TO A SMOKE ALARM INSTALLED IN THE DWELLING HALLWAY OR ROOM TO PROVIDE OCCUPANT NOTIFICATION HIGH -EFFICIENCY LIGHTING IRC N1104 & WSEC R404 A MINIMUM OF 90%OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAM PS. ALL INSTALLED LIGHT FIXTURES WILL BE LED OR WILL BE SUPPLIED WITH LED BULBS. FUEL GAS LIGHTING SYSTEMS SHALL NOT HAVE CONTINUOUSLY BURNING PILOT LIGHTS. Q o o w 00 � rn Q Q z�'-o z ON O rn n/ w DATE 8-1-23 DRAWN JCR REVISION REVISION REVISION 0 LIGHTWEIGHT CONCRETE (115 pco SLAB OVER DIAPHRAGM, 3 %" MAX THICKNESS DEAD LOAD 50 PSF MAX LIVE LOAD 60 PSF MAX SNOW LOAD 25 PSF MAX 0 0 r 0 m 12'-611 A 14'-611 61 -611 81-01I Al 24" O.C. _19.2" ,_19.2" ,_19.2" 11211 11211 Q 2-1" x 7% LVL RIM (2-12) 2- a x 7% LVL RIM (2-12) JzOI III IIII III IIIIIIIII IIIIIIIIII �JO' 7 7 k:1IIIIIIIIII� = O IIIIIIII IIIII IIIIIIIIII IIII IIII IIIIII IIkII I I IIIIIIII IIIIIIII III�III� SI �IIIIIIII uJ �� IIIIIII IIIIIIII� 6 IIIII IIIIII 1IIII IIIII� e IIIII IIIIIII IIIIIII +III IX I=� '11 115-1 � LU IIN LkIIII _T I 3 % x 14 PSL FLUSH C)w/I JS i I I I I I I II I I I I I II I I I I I I I I I= I I I I I I n 1 II II II II II II II II II II II II II I .. ' II II v O V o ti O 0 J i I I co V) 1 II II C Q 36" MIN. z_ II III�I�II III III II I II II I II Q II I ;II N II II II I � II I II � II I III I II III II I 'll III II II 41'-011 30'-011 START TRUSS L.O. 24" O.C. THIS CORNER C Q 2-1% x 14 LSL STRUCT. RIM (2 11) SEE DTL FRH ON S2.1 I w T cL- Z I m O =D J 0 I�� I I cL- I I I cicl c zU (y Q = Q CD II II I III cl- II J II II II �O o CJ rO=D 0/���II � I = II I III-- III ��II II II I m W 4 `l � Ln O_r I L U z N J o~ �¢ z � � — �� I �� II II II II III o � N r CC -- I ' — III II II II II II II j I I I I II I I � I I I I I II I Jill I I I I >_ I I I I �< I I 18- I II II 12-0 Cl-II II F2a II II II I II j J.I I I I C� I I x I I I I I III I I I I I I I I I I I I I I I I I I I I I 11 1 1 1 1 I I I I I I I III I I I I I I I I I I II II II II ��II III 1 ILnIIIII II II III II II I I FANF — — —� — —i - 1 I I -- ---- -- - \ - -- ' -- --- - - -- --- D I I I -~ 1-0 y/ .' I L w II I@I I 1 1 11 IIIII II III II II II II II z Cw y II -mow zN Ln O I II _—� \ J FANS } - --�-- ----- ----- o-----I� ----- ----- - --- -- -- �� LUS210 HNGRS / 1 J I I I 0.148 x 11 NAILS 3 V2 4 LSL FLUSH (2 5) I DRYERF;- - II — — — — I �Et R tF---�t----- ----1L--�+ 2x12 HF#2 LEDGER I II CRAWL"�� - ----- i ---- ----- ----- ----- -- ----- - --- -- - i SDWS 0220"C3%I' @ ' I M I \ VENT — N It- II II II �h wTT — — — — I IT 1i-- } I—I� - -1-- -14 — I t __ 1_ 1 � Tt�- I I�LI \ 1 I +�I- —�L J f—I — 41 II II II II Il-o - - _ T7 om I nTn u u u II u u u u -- II _ _ ZD Q� %III�IIIIII1jIIIIIIIIIIII - _N� �//; �fl % �oQll �� u u u "�n u u u 1 u I o D II III II II Il�Cl- o� II oNII II I avI II II II II II I' J I I 9.4 I II II II II II II II II j II II 111 JI1 II II II II II�II II I =D �0 Qo Ln m CD I I I I II o II II I no I I I i I z 11� I I I I II II II II II II II II II II IA L = II III II II II I I I I I II N II o II II II II II I THRU APPROX. LINESET PATH FROM OUTDOOR II II II II u u u u u u UNITS TO INTERIOR HEADS. LINESETS TO RUN B UNDER FLOOR JOISTS IN CRAWL SPACE & i ROOFSTEMAIN WALL Y I 11 I I I I I I II = II II II II II THRU JOIST BAYS ABOVE LIVING AREAS I II z III II II II II II I II I II II II II u Q II II II II a 9•2 A AL I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I— — — — — — — — — — — — — — — --j TIGHTLINE o ROOF DRAIN THRU CONNECTS ROOF ~ 0 DRAINS STEM WALL A TE o = B1 INFRASTRUCTURE TURE cl- 9.1 z o 9.2 0 0 11 � 12 118 II III II II II II II II O II II II II I zC= I 5 / x 14 PSL FLUSH = I w/I JssTs (2 2) I I I I I I NO v I cl_ I ram\ I I _ �1 �0 =D cl_ lT I L—� �w TTLn cc N o � ALL I a v I � � IL 0 =D II ¢ II 11�=1 II = 'll IlII o �\�I ��II II II z�ll �0 I I I I I C J � II III II ;II 118 1 I i F l o II II II �IJ II II II II �� II II II III I I _ J I N z 1 @j 0 �� II�OII� III 19'-01, 11' 0" 81-5/211 29'-6%11 68'-011 0 0 0 0 1.0 OUTDOOR UNIT OF DUCTLESS MINI -SPLIT PER SYSTEM #2 & ENERGY CREDIT 3.6 m 15578 Job # S2209020 S F�F � of ti Mr2 Z � 42771 0 ASS o�CsSlO NA L REVIEWED ACCORDING TO THE DOCUMENTS STATED HERE: Structural calculations & tans dated 8/15/2023 C CONCRETE(145 pco SLAB OVER �.3 DIAPHRAGM, 6/'MAXTHICKNESS SEE S PAGES FOR ALL DEAD LOAD 90 PSF MAX STRUCTURE, SHEARWALL & LIVE LOAD 40PSF MAX HOLDDOWN INFORMATION THIRD FLOOR FRAMING PLAN SCALE: %" = V-0" GENERAL NOTES OPERABLE WINDOWS WITH OPENINGS GREATER THAN 72" ABOVE GRADE OR SURFACE BELOW LOWEST PART OF CLEAR OPENING TO BE 24" MIN. ABOVE FINISHED FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THRU OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 2090 OR IRC R312 SAFETY GLASS & SKYLIGHTS PER IRC R308 ALL HOLDOWNS, FRAMING ANCHORS & SHEARWALL m 0 00 M r"j N w Q v Q = 2 l~Orx-N L n w � m w w --I Y v Q J LL N LL z O O DATE 8-1-23 DRAWN JCR REVISION REVISION REVISION 6'-0Y2" FINISHED END PANEL 8'-0" INO CORBELS 12" FLUSH EAT. BAR Lu w z 30" B 36" B 30' B =a -Z_ - _ - - Nd_ = -ri am18" DD.W.--18" B 36" SINK KITCHEN 0 v 12" DEEP BASE CABS. NO DRAWERS .FINISHED END PANEL °O 1" SPAC 27" 11CRO i 36" B 36" B (2) FLOATING SHLVS. SEE DTL 1"SPACER- ill SPACERJ o N PWDR THIRD FLR CABINET PLANS 58 CABINET PULLS SCALE: %" = V-0" 0 0 9" DEEP FLOATING SHELF 9" DEEP FLOATING SHELF OPEN'( REFRIG. SPACE PREP. 3 6-6" MICRO SHLF COFFEE BAR DTL SCALE: %" = V-0" TOP OF ALL WINDOW ROUGH OPENINGS @ 8'-0Y4" UNLESS NOTED OTHERWISE. 2-2x6 TOP PLATE 48 HDR (3Y2"x 7Y4") 2x6 LINER I'TO (IT. HDR ALL HEADERS THROUGHOUT ARE 48 DF#2 UNLESS NOTED OTHERWISE GENERAL NOTES OPERABLE WINDOWS WITH OPENINGS GREATER THAN 72" ABOVE GRADE OR SURFACE BELOW LOWEST PART OF CLEAR OPENING TO BE 24" MIN. ABOVE FINISHED FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THRU OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 2090 OR IRC R312 SAFETY GLASS & SKYLIGHTS PER IRC R308 ALL HOLDOWNS, FRAMING ANCHORS & SHEARWALL NAILING TO BE INSPECTED BEFORE COVERING OSTAIRS - IRC R311 STAIRWAYS TO BE 36" MIN. CLEAR WIDTH MEASURED ABOVE HANDRAIL & BELOW REQ'D HEADROOM HEIGHT. HANDRAILS MAY PROJECT 4Y2" MAX. ON EITHER SIDE. STAIRWAY CLEAR WIDTH TO BE 31Y2" MIN. AT & BELOW HANDRAIL (27" MIN. IF HANDRAIL INSTALLED ON BOTH SIDES). MIN. HEAD HEIGHT TO BE 6-8" MEASURED VERTICALLY FROM NOSING OF TREADS. RISERS TO HAVE MAX. HEIGHT OF 7%". TREADS TO HAVE MIN. DEPTH OF 10". EACH MAY NOT VARY MORE THAN %" VARIATION IN DIMENSION. TREADS WITH SOLID RISERS TO HAVE %" MIN. TO 1Y4" MAX. NOSING WITH %" MAX VARIATION. TREADS WITH 11" MIN DEPTH NOT REQUIRED TO HAVE NOSINGS. LANDINGS TO HAVE 36" MIN. DIMENSION IN DIRECTION OF TRAVEL. HANDRAIL REQUIRED ON STAIRS RISING 4 OR MORE RISERS. INSTALL BETWEEN 34"-38" ABOVE NOSING. 1Y4"-2" DIAMETER GRIP TO RUN CONTINUOUS FOR FULL FLIGHT OF STAIR RETURN ENDS TO WALL OR NEWEL. PROTECT ENCLOSED ACCESSIBLE SPACE UNDER STAIRS WITH Y2" GWB ON ENCLOSED SIDE. STAIRWAY ILLUMINATION - R203.7 INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS OF NOT LESS THAN 1 FOOT-CANDLE AS MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. ©BATHROOM NOTES SHOWERS TO HAVE 30"00" MIN. CLEAR FLOOR SPACE. 24"00" CLEAR SPACE REQUIRED OUTSIDE DOOR. HINGED DOOR TO OPEN OUTWARD. ALL ENCLOSURES TO BE SAFETY GLASS.15" CLEAR SPACE REQUIRED EACH SIDE OF CENTERLINE OF TOILET. 21" MIN. CLEAR SPACE IN FRONT OF TOILET & SINK. TUB & SHOWER FLOORS & WALLS ABOVE TUBS WITH SHOWER HEADS TO HAVE NONABSORBENT SURFACE UP 6' ABOVE FLOOR. INSTALL BLOCKING FOR TOWEL BARS & TOILET PAPER HOLDERS. OEMERGENCY ESCAPE - IRC R310 EACH SLEEPING ROOM TO HAVE 1 MINIMUM EMERGENCY ESCAPE OPENING. OPENINGS TO BE 24" MIN. CLEAR HEIGHT, 20" MIN. CLEAR WIDTH. NET OPENING TO BE 5.7 SQ. FT. MIN. (5.0 SQ. FT. @ GRADE FLOOR) BOTTOM OF CLEAR OPENING TO BE 44" MAX ABOVE FINISHED FLOOR. ®GUARDS - IRC R312 WHERE OPEN SIDED WALKING SURFACE (INCLUDING STAIRS, RAMPS & LANDINGS) IS GREATER THAN 30" ABOVE FLOOR OR GRADE BELOW FOR A HORIZONTAL DISTANCE OF 36", PROVIDE GUARDS UP 36" MIN (34" MIN. @ STAIRS) MEASURED FROM FINISHED ADJACENT SURFACE (LINE OF NOSING @ STAIR). TOP OF RAIL TO SUPPORT 200# LOAD APPLIED IN ANY DIRECTION. INFILL COMPONENT TO BE SPACED SO A 4" SPHERE MAY NOT PASS THRU (4%" @ STAIR) & SUPPORT 50# HORIZONTAL LOAD APPLIED TO 1 S.F. AREA. GLAZING USED IN GUARDS MUST BE SAFETY GLASS PER IRC R308. 10 GARAGE SEPARATION GARAGE TO BE SEPARATED FROM THE RESIDENCE & ITS ATTICS WITH Y2" GWB MIN. SEPARATED FROM HABITAL ROOMS ABOVE WITH %" TYPE X GWB MIN. WHERE THE SEPARATION IS A FLOOR/CEILING ASSEMBLY THE SUPPORTING STRUCTURE TO BE PROTECTED WITH Y2" GWB MIN. OPENINGS INTO SLEEPING ROOMS NOT PERMITTED. DOOR TO RESIDENCE TO BE 1%" THICK MIN. SOLID OR HONEYCOMB CORE STEEL DOOR OR 20 MINUTE FIRE RATED DOOR WITH SELF -CLOSING DEVICE. DUCTS IN GARAGE TO BE 26 GAUGE STEEL MIN. WITH NO OPENINGS. ALL PENETRATIONS PROTECTED PER IRC R302 ELECTRICAL LEGEND SEE S PAGES FOR ALL STRUCTURE, SHEARWALL & HOLDDOWN INFORMATION TOP - ENTRY FLOOR THIRD FLOOR PLAN SCALE: Y" - 1'-C" 1531 SQ. FT. THIRD FLOOR 2018 SQ. FT. SECOND FLOOR 1008 SQ. FT. FIRST FLOOR HOME TO BE EQUIPPED 4557 SQ. FT. TOTAL LIVING 145 SQ. FT. FRONT PORCH 276 SQ. FT. REAR COVERED DECK 68 SECOND FLOOR COVERED DECK 124 SQ. FT. FIRST FLOOR PATIO 613 SQ. FT. TOTAL OUTDOOR LIVING 648 SQ. FT. GARAGE WITH 13D FIRE SPRINKLER SYSTEM R314 - SMOKE ALARM PER UL 217. INSTALL SA IN EACH BEDROOM, OUTSIDE & IN IMMEDIATE VICINITY OF SEPARATE BEDROOMS, ON EACH FLOOR OF RESIDENCE. R315 - CARBON MONOXIDE ALARM PER UL CO 2034. INSTALL OUTSIDE & IN IMMEDIATE VICINITY OF SEPARATE BEDROOMS & ON EACH FLOOR OF RESIDENCE. S50 50 CFM MIN. EXHAUST FAN VENTED TO EXTERIOR MIN CFM CONTINUOUS OPERATION ®WH COMBINATION SPOT & WHOLE HOUSE FAN. FOR INTERMITTENT TIMED OPERATION: RUN-TIME % PER 4 HR SEGMENT FACTOR 25% 33% 50% 66% 75% 4x I 3x I 2x 11.5y 1.3x R314.2.1 & R314.4.1- HEAT DETECTORS HEAT SHALL BE LOCATED IN ATTACHED GARAGE & SHALL BE CONNECTED TO A SMOKE ALARM INSTALLED IN THE DWELLING HALLWAY OR ROOM TO PROVIDE OCCUPANT NOTIFICATION HIGH -EFFICIENCY LIGHTING IRC N1104 & WSEC R404 A MINIMUM OF 90%OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS. ALL INSTALLED LIGHT FIXTURES WILL BE LED OR WILL BE SUPPLIED WITH LED BULBS. FUEL GAS LIGHTING SYSTEMS SHALL NOT HAVE CONTINUOUSLY BURNING PILOT LIGHTS. M CD O 00 M (V J Q�� 2 �LN Mw w J Q w N � w z O 0 Q o o w 00 rn Q Q z C3-) C) � z ON O rn n/ w -1-23 CR E 0 0 I? o ;-, i�_ V N 0 I I _ I I' I I% I , II II II I 110 18'-0" 17'-0" 7 #H2.5A TRUSS TO DROP BEAM, TYP 2'-0" 10'-0" Uj9.1 11 Till 11 i! 2'-0" . 11 \9 36'-0" BR'G WALLS FOR ROOF TRUSSES SHADED FOR CLARITY LLJ 24" OVERHA G � SEE DETAILS & Sf CTION _ II I II II II II II II II II II II II II II II � II II I I I o II II II II ;`l�� II II II II II II II II j II � II I c� J m � coLU II II II IIQoII II�=II II II II II II I II ¢ o LU II I LU I z c, �I _ _ II II II II��I� II II — — No — RIDGE — — — — — I II II II�'��II II II �F-1 II II II II II II II I I C? f z II w - i �1 L L d OCD o Jw �� I I II II�� II II II II II II II II co II IIl 11 �QII II II II II No II -- j m l 1 I o w C I Y cl- °° lol of �� �oQ Q II II N I II II II a II SKEWED III I o f II o w II I I II N II I I II I I I I I VALLEY -------------- Q II Ln Yo6 v N 11/ N i - -� I I BTWN RFTRS I I II II N¢ I� II II II II II II II oQ NCl- �� o� I — — —� — II II II �,N II II i SOLID BLK'G 1 BTWN RFTRS z 2x1O EXPOSED RFTRS @ LL 24" O.C. 2%":12 PITC� � v Q - C7 w o - I 24" OVERHANG w w — SEE DETAILS & SECTION o o �n Z c U o o o N o a 19'-0" i II II II II w Z 0 a- \ `r' 2-2x10 RFTRS M I I 18" OVERHANG — 11'-0" .: 1 II II II II I �i II I � II I I II I II II II II II I �; II I II II z �a � Iw gCD � LU II II I > II I II II z I o I oQ ==11 —n II II - =-L -1-1 -L A -� 24" OVERHANG w SEE DETAILS & SECTION U L 38'-0" START TRUSS L.O. 24" O.C. THIS CORNER 17'-0" If �r II II II IIQ�JII � / II LU (Uj _ oLU 0ma I o oo� I� I �z w I zcu II II II II�w II� ' 1I�� i ilio wLU Ln LU I II II II II II I� I � I �= II N I II II II I/ I I w - 1 I J m I Q o I II II II II II I i I � I I ~ °U I II II II II II � I �� 'I II I II II II II II � I II IIII II II II Ili 17'-0" C 0 0 N 0 M GENERAL NOTES OPERABLE WINDOWS WITH OPENINGS GREATER THAN 72" ABOVE GRADE OR SURFACE BELOW LOWEST PART OF CLEAR OPENING TO BE 24" MIN. ABOVE FINISHED FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THRU OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 2090 OR IRC R312 SAFETY GLASS & SKYLIGHTS PER IRC R308 ALL HOLDOWNS, FRAMING ANCHORS & SHEARWALL NAILING TO BE INSPECTED BEFORE COVERING ROOF TRUSSES - IRC R802.10 TRUSSES TO BE DESIGNED & MANUFACTURED PER ANSI/TPI 1. DESIGN BY STATE LICENSED ENGINEER & MANUFACTURED AT AN APPROVED PLANT. SUBMIT TRUSS DESIGN DRAWINGS TO BUILDING OFFICIAL FOR APPROVAL PRIOR TO INSTALLATION. SHIP DRAWINGS TO JOB SITE WITH TRUSSES. DESIGN DRAWINGS TO INCLUDE ALL LOADS, LUMBER INFO, CONNECTIONS, HANGERS, PERMANENT REQUIRED BRACING LOCATIONS & RELATED INFORMATION AS SPECIFIED IN IRC R802.10.1. TRUSSES TO BE BRACED TO PREVENT ROTATION & TO PROVIDE LATERAL STABILITY PER TRUSS DESIGN DRAWINGS, BUILDING PLANS, & PER BUILDING LATERAL ENGINEERING. FIELD CUTS OR MODIFICATIONS OF TRUSSES NOT PERMITTED WITHOUT ENGINEER'S CALCS & DETAILS. GABLE END TRUSS TO HAVE VERTICAL MEMBERS @ 24" O.C. MIN. FOR SIDING. GABLE END TRUSS TO BE SHEATHED & NAILED PER WALL BELOW. UNVENTED ATTIC SPACE - IRC R806 UNVENTED ATTIC SPACES & ENCLOSED RAFTER SPACES SHALL BE PERMITTED. R-10 (PER TABLE R806.5) AIR -IMPERMEABLE INSULATION SHALL BE PLACED DIRECTLY ON THE UNDERSIDE OF THE STRUCTURAL ROOF SHEATHING. AIR -PERMEABLE INSULATION SHALL BE INSTALLED DIRECTLY UNDER THE AIR -IMPERMEABLE INSULATION. INSULATION SHALL BE STRINGED OR OTHERWISE SUPPORTED TO MAINTAIN ITS POSITION. NO ATTIC ACCESS REQUIRED. LESS THAN 30" CLEAR HEAD SPACE @ ANY POINT THROUGHOUT TRUSS SPACE m 15578 Job # s2209020 S Ftp � of ti Mfg AW 42771 �p ASS sl0 REVIEWED ACCORDING TO THE DOCUMENTS STATED HERE: Structural calculations & plans dated 8/15/2023 SEE S PAGES FOR ALL STRUCTURE, SHEARWALL & HOLDDOWN INFORMATION ROOF FRAMING PLAN SCALE: X" = V-0" M O 00 M (V J Q�� J =Qor Lr) 2 �LN �./ Mw w N � w z 0 0 DATE 8-1-23 DRAWN JCR REVISION REVISION REVISION - A L 8.1 IF SEE EXTENDED I TRUSS OVERHANG DETAIL THIS PAGE I 0 I I L--- J 23'-01I INTERMEDIATE BRIG @ BRIG WALL , J_ Q m PANTRY 00 �r) mo 7' 0 ° z cc 12 KITCHEN M 27' 0" DINING AREA �A ROOF TRUSS SKETCH 10'-0" 12 X F M INTERMEDIATE BR'G N @ BRIG WALL I. COVERED PORCH FOYER RAFTER FRAMING I I SEE TYPICAL TRUSS OVERHANG —� DETAIL THIS PAGE I I I L--- J 28'-0" CUT LENGTH 36'-0" PATTERN LENGTH * ROOF TRUSS SKETCH 18'-0" 12 1% INTERMEDIATE BRIG @ BRIG WALL SCALE: X" = V-0" r— ----I I I SEE TYPICAL TRUSS OVERHANG rn I DETAIL THIS PAGE I COVERED DECK COVERED DECK 13'-0" SCALE: X" = V-0" 7'-0" r— ----I I I SEE TYPICAL TRUSS OVERHANG N I I DETAIL THIS PAGE I L ---J — — — — , INTERMEDIATE BRIG 12 @ BR'G WALL SEE EXTENDED I Y, TRUSS OVERHANG —� DETAIL THIS PAGE I IL CD CIO d PREP KITCHEN of 7'-0" KITCHEN 24'-0" 34'-0" DINING AREA Al ROOF TRUSS SKETCH SCALE:%"=V-0" GABLE END TRUSS ONLY. FULLY SUPPORTED ON EXTERIOR WALL 6'-0" 12 F— ---� -112 I SEE TYPICAL �— TRUSS OVERHANG DETAIL THIS PAGE I I I L ---J COVERED DECK 18'-0" 18'-0" 6'-0" 24'-0" 12 12 �— ---� �--- —� 12 1 /z I I SEE TYPICAL SEE TYPICAL I X M INTERMEDIATE BR'G TRUSS OVERHANG TRUSS OVERHANGI=@ BR G WALL Tm—ill I DETAIL THIS PAGE DETAIL THIS PAGE I I N INTERMEDIATE N BRIG I I GARAGE DEN GARAGE DEN 20'-6" 15'-6" 24'-0" 12'-0" 36'-0" 36'-0" C ROOF TRUSS SKETCH SCALE: X"=V-0" C1 ROOF TRUSS SKETCH SCALE: X"=V-0" GABLE END TRUSS ONLY. FULLY SUPPORTED ON EXTERIOR WALL 1 12 F— ---� j I I SEE TYPICAL TRUSS OVERHANG N I I DETAIL THIS PAGE I L ---J OVERFLOW DRAIN. SAME SIZE AS ROOF DRAIN LOCATED WITH THE INLET FLOW LINE 2 ABV 2x6SUB FASCIA LOWEST POINT OF ROOF. 3 TIMES THE SIZE OF ROOF DRAIN WITH MIN. 4 HT. INSTALLED IN 2x6 SUB FASCIA 2x4 TOP PLATE OF ADJACENT PARAPET WALL 2" ABV LOWEST 2x4 TOP PLATE OVER PARAPET STUDS EMERGENCY OVERFLOW TO BE SAME SIZE AS SCUPPER & IN LINE. POINT OF ROOF TRUSS PARAPET MEMBERS METAL FLASHING WALL CAP EXTEND ROOFING PER SPECS UP FACE METAL FLASHING WALL CAP SEE OVERHANG DTLS THIS PG EXTEND ROOFING PER SPECS UP FACE WITH DRIP EDGE OVER EA. SIDE OF PARAPET STUDS TO TOP OF WALL. WITH DRIP EDGE OVER EA. DRIP FLASHING OVERTOP EDGE SIDE EXTEND TOP CHORD & SLOPE TO PARAPET STUD FOR BUILT UP FASCIA & SCUPPER INTEGRATED INTO RUBBER FRAMING DTLS FOR OVERHANG ROOFING. LOCATION PER ROOF PLAN OF PARAPET STUDS TO TOP OF WALL. DRIP FLASHING OVER TOP EDGE` _"` `d 1x6 FASCIA x 1x6 FASCIA 011 2x POST @ BR'G WALLAS / 1x8 FASCIA 1x8 FASCIA o LL o w 2x4 PARAPET STUD REQ D BY TRUSS DESIGN 2x4 PARAPET STUD _ C„ INTEGRATED INTO TRUSS INTEGRATED INTO TRUSS — 2x4 PARAPET STUD &SOFFIT N 2x4 PARAPET STUDS @ 24" O.C. N OVERHANG OVERHANG il! OVERFLOW CONNECTED MEMBERS INTEGRATED INTO SECURED TO BLK G @ GABLE END o a � - - TO TIGHTLINE IN PARAPET TRUSSES W/A35 OR EQ. N N FRAMING. M OVERFLOW OUTLET TO BE N LAP SIDING ON PARAPET WALL. 2x4 CONTINUOUS BLK'G @GABLE N IN SOFFIT BEHIND SIDING = = MIN. REVEAL BLW SOFFIT END SECURED TO TRUSSES 3" MIN. ABS TIGHTLINE FROM REVEAL. TRIM & DETAIL PER SPECS DRYWALL SOFFIT PER SPECS ROOF TRUSSES PER PLAN 6" LAP SIDING ON PARAPET WALL. SCUPPERS THRU ATTIC SPACE TO MIN. REVEAL BLW SOFFIT DRAIN LOCATION AS NOTED ON PLANS ROOF SURFACE HIPS DOWN TOWARD 20 BOTTOM CHORD 24 2x4 BOTTOM CHORD SCUPPER & DOWNSPOUT 24" SOLID BLK'G BTWN TRUSSES PARAPET @ GABLE END. RUBBER ROOF DRYWALL SOFFIT PER SPECS OF TRUSS OVERHANG TYPICAL OVERHANG TRUSS OVERHANG CONNECTED TO TIGHTLINE ROLLS UP PARAPET& DIRECTS FLOWTHRU qTLEOF ATTIC SPACE TO EACH EAVE 4.1 FRONT & REAR OF HO FIELD VERIFY TO MATCH ROOF TRUSSES TYPICAL TRUSS OVERHANG GABLE END TRUSS FLATTOP 6" LOWER SCALE: %" = V-0" THAN RIDGE PER TRUSS DTLS DRAIN & SCUPPER DTL EAVE OVERHANG FRAMING DTL GABLE OVERHANG FRAMING DTL SCALE: %"=V-D" SCALE: %"=V-0" SCALE: %"=V-0" 15578 Job # s2209020 S Ft of yt r2 A p z Q 42771 p O� Q ASS, SIB NA L REVIEWED ACCORDING TO THE DOCUMENTS STATED HERE: Structural calculations & plans dated 8/15/2023 EXTEND TOP CHORD & SLOPE TO PARAPET STUD 2x POST @ BRIG WALL AS TREQ'D BY TRUSS DESIGN 0 N 24 EXTENDED TRUSS OVERHANG DTL. DEN & CLOSET LOCATIONS ONLY EXTENDED TRUSS OVERHANG SCALE: %" -- V-0" M O 00 M (V LU J Q�� J =Qor Lr) 2 �LN Lu V M L, W Y a --I C, N � W z 0 0 DATE 8-1-23 DRAWN JCR REVISION REVISION REVISION ROOF TRUSSES, SPACING & RUBBER ROOFING OR EQ. PITCH PER ROOF FRAMING INSTALLED PER MFG PLAN & TRUSS DTLS- SPECS OVER ROOF SHT'G CLOSED CELL SPRAY FOAM INSULATION ON UNDERSIDE OF ROOF SHT'G. NO VENTILATION REQ'D IN ATTIC SPACE. COMBINE W/BATT INSUL. FOR - R 49 MIN. IN ATTIC SPACE - INTERMEDIAT ROOF -TRUSS BR'G @ EXTERIOR WALL PER ENG. - 2411MAX ALLOWED HT. - 259.45' V A(TIJAI HT -?5 OVERHANG PER 3" ABS DOWNSPOUT ENLARGED DTL - MOW THRU ATTIC SPACE @ J SCUPPER, DOWNSPOUT - - 4 - -- -- -- - ":12" MIN. SLOPE TIGHTLINE & OVERFLOW - _ - PER ENLARGED DTL _ - - _ 2-2x6 TOP PLATE BM PER PLAN SOFFIT PER SPECS HDR PER PLAN DRAFT STOP & R-21 BATTBM 0�4x4TRIM PER PLAN BAND @ 2x6 LINER INSUL. TO SEPARATE ATTIC ABV HEATED & NON -HEATED BOTTOM OF BM. DRIP WINDOW FLASHING OVER BEYOND WINDOW BEYOND CASED OPEN'G BTWN SPACES I ------------ I -El END OF WALL BEYOND PREP. KITCHEN KITCHEN DINING AREA COVERED DECK bo CABINETS BEYOND CABINETS BEYOND SAFETY GLASS RAILING. 36" MIN. HT. 4" SPHERE LIGHT WEIGHT CONCRETE z MAY NOT PASS THRU. DECK SURFACE. SLOPE 4" PER FOOT TO EDGE io DROPPED SOFFIT FOR BEAM PER PLAN. M DUCTING & LINESETS SOLID BLK'G @ ALL %" PLYWOOD SUBFLOOR 3 2-1/ x 74 LVL BR'G POINTS FRAMING & SUBFLR ARE LE EL RIM (2-12) M LVLJSTS PER PLAN 3RD SUBFLR - 247.40 I JSTS SIZE & SPACING PER PLAN I JSTS SIZE & SPACING PER PLAN BM PER PLAN EDGE THICKNESS TOP STEM_: 246.04' TOP PLATE �I 10" DEEP DECOR. BOX BMLl 10" DEEP DECOR. BOX BM CLOSED CELL SPRAY FOAM NO HDR REQ'D TOP OF WINDOW INSULATION ON UNDERSIDE OF TYP. UNLESS NOTED 7 x 14 PSL FLOOR SHT'G. (2-4) DROP BM NO VENTILATION REQ'D IN 6' 11" TOP OF WIN. CORNER OF JOIST CAVITIES FILL @FRONT YARD CLOSET CORNER COMBINE W/BATT INSUL. FOR R 38 MIN. IN CAVITY. RAISED STEM WALL WINDOW BEYOND WATER CLOSET BEYOND L STEPS BEYOND BEYOND DOOR BEYOND APPROX. EX'G GRADE LINE @ SOUTH FACE SAFETY GLASS SHOWER OF NEW FOOTPRINT WALK-IN CLOSET MASTER BATHRM WALL BEYOND 0 o � m TOP OF FURRING O° WALL @ SILL HT. VANITY BEYOND 2x4 FURRING WALL ON 2x6 BASE PLATE. R-21 BATT INSULATION 2ND SUBFLOOR - 237.16 R 15 INSUL. KBATT BTWN HUNG JSTS I JSTS SIZE & SPACING PER PLAN I JSTS SIZE & SPACING PER PLAN TOP PLATE HNGRS FOR BEAM PER R 38 BATT INSUL. BEAM PER TOP : 235.80' j FLR JSTS PLAN PLAN I VISQUEEN & RAT SLAB OVER R-15 RIGID INSUL. SECURED TO I I FINISHED GRADE OF ALL CRAWL INSIDE FACE OF STEM WALL. TIGHT SPACES. VISQUEEN TO HAVE ALL FIT TO BOT. OF HUNG FLR JSTS. > RAISED STEM WALL JOINTS LAPPED 6" MIN. & EXTEND EXTEND BLW FINISHED CRAWL CLOSET DOOR STEPS BEYOND I GAME R00 M UP STEM WALL 6" MIN. GRADE 24" OR TO TOP OF FTG BEYOND 0 L__ 2x4 FURRING WALL ON 2x6 BASE PLATE. R-21 BATT INSULATION 25'-0" (A) FULL SECTION SCALE: %" = V-0" 16'-0" FIN. SLAB - 226.92 AVERAGE HT. - 234.21' 0 cn DRAFT STOP & R-21 BATT / INSUL. TO SEPARATE ATTIC-/ ABV HEATED & NON -HEATED 5% x 10%" G LB HDR. NO TOP' PLATES ABV TO ALLOW FOR DOOR ROUGH OPEN'G FOYER SLIDING GLASS DOOR BM PER PLAN INTERMEDIAT ROOF TRUSS BR'G @ EXTERIOR WALL PER ENG. WINDOW BEYOND CORNER OF DINING AREA BEYOND FRAMED COVERED DECK COLUMN BEYOND LIGHT WEIGHT CONCRETE DECK SURFACE. SLOPE 4" z PER FOOTTO EDGE %" PLYWOOD SUBFLOOR., FRAMING & SUBFLR ARE LEVEL 'LVLISTS PER PLAN CLOSED CELL SPRAY FOAM INSULATION ON UNDERSIDE OF FLOOR SHT'G. NO VENTILATION REQ'D IN - JOIST CAVITIES MASTER BEDROOM COMBINE W/BATTINSUL. FOR R-38 MIN. IN CAVITY. 13'-0" gPARTIAL SECTION SCALE: 4"=1'-0" RETAINING WALLS & YARDS BEYOND FBMPER PLAN SAFETY GLASS RAILING. 36" MIN. HT. 4" SPHERE MAY NOT PASS THRU. 2-14 x 74 LVL RIM (2-12) EDGE THICKNESS NO HDR REQ'D Q O o V ) w 00 Q Q z C3-) C) � z ON O � -�/ o 1rw 0 W 0 0 I 0 1 DATE 8-1-23 DRAWN JCR REVISION REVISION REVISION I APPROX. EX'G GRADE LINE @ MIDPOINT OF FOOTPRINT ENLARGED DTL TOP STEM: 246.35' TOP STEM: 246.35' FILL FOR FRONT YARD STAIRWAY STORAGE CORNER OF FOYER BEYOND CLOSED CELL SPRAY FOAM INSULATION ON UNDERSIDE OF ROOF TRUSSES, SPACING & RUBBER ROOFING OR EQ. ROOF REQ'D IN ATTIC .ENTILATION SPACE INSTALLED PER MFG PITCH PER ROOF FRAMING SPECS OVER ROOF SHT'G COMBINE W/BATT INSUL. FOR PLAN & TRUSS DTLS� _ _ R-49 MIN. IN ATTIC SPACE _ _ _ _ _ MAX ALLOWED HT. - 259.45' FOYER DINING & KITCHEN OPEN RAILING BEYOND BEYOND Q ° ° DROPPED SOFFIT FOR DUCTING & LINESETS CONTINUES INTO ° LAUNDRY RM BEYOND a LAUNDRY RM CORNER OF STAIR DOOR BEYOND z CLOSET BEYOND op 2x4 FURRING WALL ON 2x6 BASE PLATE. R-21 BATT INSULATION FIN. SLAB - 237.16 TOP STEM: 236.96' R 10 RIGID INSULATION R-15 BATT INSUL. BTWN HUNG JSTS UNDER ENTIRE SLAB PER ENERGY CREDIT 1.3 rCRAWLSPACE OP STEM: 235.80' R-15 R GID INSUL. SECURED TO INSIDE F CE OF STEM WALL. TIGHT FIT TO BOT. OF HUNG FLR JSTS. EXTEND BLW FINISHED CRAWL GRAD 24" OR TO TOP OF FTG 20 FURRING WALL ON 2x6 BASE PLATE. R-21 BATT INSULATION CORNER OF LAUNDRY BEYOND MASTER DBL DOORS BEYOND HALL AREA OF OPEN RAILING BETWEEN LANDING &� HALLWAY IN FOREGROUND. RAILING DESIGN PER SPECS TO FILL NOSING WALL TO CL'G. NO'TOP RAIL' CORNER COVERED WINDOW DECK BEYOND BEYOND GREAT ROOM SEE THRU FIREPLACE BEYOND WINDOW BEYOND 6x8 TOP PLATE 2x6 LINER _OVERHANG PERµ ENLARGED DTL ACTUAL HT. - 259.13' R-38 BATT INSUL. I JSTS SIZE & SPACING PER PLAN TOP PLATE SOFFIT PER SPECS DROP BM PER PLAN —%x4TRIM BAND @ BOTTOM OF BM. DRIP FLASHING OVER MASTER SLIDER BEYOND WINDOWS & DECK FRAMING DO NOT INTERSECT. EACH SHOWN FOR DETAILING COVERED DECK RAILING SAFETY GLASS RAILING. 36" BEYOND SINGLE 3x4 MIN. HT. ABV HIGHEST a PLATE BTWN POINT OF SLOPED DECK ° WINDOWS SURFACE. 4" SPHERE MAY 'a NOT PASS THRU. 09 ° z a - m � N Lu M71-14 EDGE THICKNESS TOP OF DECK BM N m DECK JSTS PER PLAN z CEILIN EYOND f—%x4TRIM BAND @ o ' SOFFIT PER SPECS BOTTOM OF BM. DRIP a ` TOP FLUSH BM FLASHING OVER m PER PLAN _ _ _ _ AVERAGE HT. - 234.45' ' FLAT 2-2x6 @ BOT. _ OFWINDOW COVERED PATIO 2x6 HF#2 JSTS @ 16" O.C. FOR STAIR LANDING STORAGE R-10 RIGID INSULATION r UNDER ENTIRE SLAB PER ENERGY CREDIT 1.3 10'-0" I, 5'-6" 13'-0" © FULL SECTION SCALE: %" = V-0" T-6" FIN. SLAB - 226.92 B1 PARTIAL SECTION SCALE: %"=V-0" SITE RETAINING WALL/ROCKERY PER SPECS I~ z w I� w a w O w 0 SITE RETAINING I w WALL/ROCKERY PER SPECS M O 00 M N Lu J Q�� J =Qor Lr) 2 �LN L.rl W `t C5M W W Y N � W z O O Q O o V w 00 rn Q Q � C/-� z C3-) C) � z ON O � -�/ o 1� w DATE 8-1-23 DRAWN JCR REVISION REVISION REVISION E2 I SLOPE:5.75% APPROX. EX'G GRADE LINE @ NORTH FACE OF FOOTPRINT SLOPE & WARP AS REQ'D TO MEET DRIVE AISLE & DIVERT WATER AWAY FROM DOOR CLOSED CELL SPRAY FOAM INSULATION ON UNDERSIDE OF ROOF TRUSSES, SPACING & RUBBER ROOFING OR EQ. DRAFT STOP & R-21 BATT ROOF SHT'G. NO VENTILATION INSTALLED PER MFG INSUL. TO SEPARATE ATTIC REQ'D IN ATTIC SPACE. 24" PITCH PER ROOF FRAMING SPECS OVER ROOF SHT'G COMBINE W/BATT INSUL. FOR PLAN & TRUSS DTLS� _ ABV HEATED & NON -HEATED _ _ R-49 MIN. IN ATTIC SPACE _ _ _ MAX ALLOWED HT. - 259.45' BUILT UP FASCIA & i OVERHANG PER- B 3" ABS DOWNSPOUT ENLARGED DTL THRU ATTIC SPACE @ SCUPPER, DOWNSPOUT ------------------------- _ _ %":12"MIN. SLOPE TIGHTLINE & OVERFLOW - - - --------------------------- PER ENLARGED DTL r - 24" ' ' HEADER PER PLAN DOWNSPOUT THROUGH PLUMB. WALL BEYOND INTERMEDIAT ROOF - TRUSS BR'G @ GARAGE WALL PER ENG. DOOR TO FOYER BEYOND CORNER OF CLOSET -BACK OF GARAGE BEYOND 3 CAR GARAGE _SLOPE: 1% m TOP STEM: 246.35' FILL FOR DRIVEWAY Y8" PLYWOOD SUBFLOOR. CLOSED CELL SPRAY FOAM UNDERSIDE INSULATION UNDERSIDE OF FRAMING & SUBFLOOR ARE SEE PARTIAL SECTION GARAGE SLAB SLOPES % " FLOOR LEVEL. SLAB SLOPE CREATES THICKER SLAB @ BACK OF THIS PAGE FOR HALL BMS BEYOND PER FOOT TOWARD DOOR NO VENTILATION'G' IN JOIST CAVITIES GARAGE COMBINE W/BATT INSUL. FOR _ /,,-2x4 P.T. MUDSILL R-38 MIN. IN CAVITY. �7X" MAX STEP R-15 BATT INSUL. SOLID BLK'G @BMS FLOOR JSTS SIZE & BTWN HUNG JSTS & BR'G WALLS SPACING PER PLAN CORNER OFILINEN TOP PLATE :T'Op'FLANGE CLOSET BE OND RS FOR FLR JSTS RAISED STEM WALL CLOSET DOOR DOOR BEYOND FOR GRADE CHANGE BEYOND I L IN FOREGROUND 2x6 BR'G WALL --------_____JL CRAWL SPACE FOR GARAGE BEDROOM #3 SLAB STRUCTURE II - 2x6 BR'G WALL FOR GARAGE — II 7 STAIRS SLAB STRUCTURE BEYOND VISQUEEN & RAT SLAB OVER ` L17 - FINISHED GRADE OF ALL CRAWL ` SPACES. VISQUEEN TO HAVE ALL ` JOINTS LAPPED 6" MIN. & EXTEND ` UP STEM WALL 6" MIN. 11 - I� R-38 BATT INSUL. TOP STEM: 236.96' SUBFLOOR 10'-0" R-15 BATT INSUL. BTWN HUNG JSTS TOP FLANGE HNGRS FOR FLR JSTS TOP STEM: 235.80' R-15 RIGID INSUL. SECURED TO INSIDE FACE OF STEM WALL. TIGHT FIT TO BOT. OF HUNG FLR JSTS. EXTEND BLW FINISHED CRAWL GRADE 24" OR TO TOP OF FTG 20 FURRING WALL ON 2x6 BASE PLATE. R-21 BATT INSULATION 13'-6" © FULL SECTION SCALE: %" = V-0" BUILT UP FASCIA & OVERHANG PER ENLARGED DTL ----------------------------------- TOP PLATE 6x8 TOP PLATE TOP OF WINDOW 2x6 LINER TYP. UNLESS NOTED CORNER OF PWDRRM BEYOND DOOR BEYOND DEN 0 0 00 3RD SUBFLR - 247.40 I JSTS SIZE &SPACING PER PLAN �IM FLUSH HDR PER PLAN TnI) DI ATF CORNER OF CLOSET BEYOND 2x4BR'G WALL BEDROOM #2 FOR DEN FLOOR I JSTS SIZE & SPACING PER PLAN FLUSH HDR PER PLAN WINDOW IN FOREGROUND F--------�� --CORNER OF BATH BEYOND DOOR BATH DOOR BEYOND BEYOND GUEST ROOM --- RAISED STEM WALL IN FOREGROUND R-10 RIGID INSULATION r UNDER ENTIRE SLAB PER ENERGY CREDIT 1.3 12'-6" TOP OF WINDOW 0 0 00 FIN. SLAB - 226.92 ACTUAL HT. - 259.13 AVERAGE HT. - 234.45' \ PATIO SLAB BEYOND - 225.00 WALK TOP PL, D #2 - 0 cn SUBFLOOI T(1P PI ATF I oom 0 c, FIN. SLAB --- C 1 PARTIAL SECTION SCALE: %" =1'-0" DATE 8-1-23 DRAWN JCR REVISION REVISION REVISION F 1 CLOSED CELL SPRAY FOAM INSULATION ON UNDERSIDE OF ROOF• SHT'G. COMBINE W/BATT INSUL. FOR R-38 MIN. IN CAVITY. NO VENTILATION REQ'D IN RAFTER CAVITIES 70D DI ATE 7f1D nE DKA I Tl1D DI ATE I 2x EXPOSED SOLID BLK'G @ 2x6 T&G EXPOSED FACE OF WALL FOR SIDING 1 DECKING ABOVE RAFTERS TERMINATION I OVERFRAMING,, BEAM PER PLAN. NO TOP PLATE ABV. CANTILEVER BEYOND WALL PER PLAN. 2x EXPOSED SOLID BLK'G @ FACE OF WALL FOR SIDING TERMINATION PLYWOOD OVER T&G 36" IF REQUIRED. ROOFING PER SPECS EXPOSED 12 RAFTERS PER PLAN TOP OF BM WINDOW PER PLAN. NO WINDOW ADDT'L HDR. ROUGH FRONT DOOR BEYOND BEYOND OPENING UNDER BEAM F_ KITCHEN COVERED PORCH CONCRETE PORCH OVER FRAMING. SLOPE4" MIN. AWAY FROM FRONT DOOR %" T&G PLYWOOD OVER JSTS. WATERPROOF BARRIER PER SPECS UNDER CONCRETE SLAB SUBFLOOR DROP BM IN 2x JOISTS. SIZE & R-38 INSUL. FOREGROUND SPACING PER PLAN MASTER WALK-IN CRAWL SPACE R-21 MIN. INSUL. BLOWN IN R-23 PER SPECS TOP STEM: 236.96' 0 ACCESS DOOR BEYOND THRU UNDER -STAIR WALL &PARTIAL SECTION EXTENDED OVERHANG @ TOP OF SLOPE. ADJUST DEPTH OF RAFTER TAILAS NEEDED TO CLEAR ROOF TRUSSES. FULL DEPTH RAFTER TAIL IN FOREGROUND TERMINATION DRIP `FLASHING PER SPECS. / 4x6 FASCIA BOARD / BEAM PER PLAN. NO TOP PLATE ABV. EXTEND & LEAVE EXPOSED @ PORCH IN FOREGROUND R-21 MIN. INSUL. BLOWN IN R-23 PER SPECS STAIRWAY RAILING BEYOND STORAGE SCALE: %" = V-0" CORNER OF GUEST CLOSET BEYOND CEILING BEYOND 2x6 HF#2 JSTS @ 16" O.C. FOR STAIR LANDING FINISH ROOFING TO FACE OF - RAFTER TAIL BEHIND FRONT PARAPET WALL. FLASHING PER ROOFER & CODES MAX ALLOWED HT. - 259.45' ACTUAL HT. - 259.18' I' R-21 MIN. INSUL. BLOWN IN R-23 PER SPECS GARAGE .GARAGE SLAB SLOPES4" PER FOOT TOWARD DOOR 2x JOISTS. SIZE & SPACING PER PLAN CRAWL SPACE TOP STEM & FIN. SLAB: 237.16' M O 00 M N Lu J Q�� J =Qor Lr) 2 �LN L.rl W 't C5M W W Y N � W z O O Q O CD�/� V ) w o0 � rn Q Q z C3-) C) � z ON O o nL" DATE 8-1-23 DRAWN JCR REVISION REVISION REVISION CHAPTER 3 GENERAL REQUIREMENTS MATERIALS, SYSTEMS, AND EQUIPMENT- R303 R303.1 IDENTIFICATION MATERIALS, SYSTEMS, AND EQUIPMENT SHALL BE IDENTIFIED IN A MANNER THAT WILL ALLOW A DETERMINATION OF COMPLIANCE WITH THE APPLICABLE PROVISIONS OF THIS CODE. -R303.1.1. BUILDING THERMAL ENVELOPE INSULATION INSULATION INSTALLERS SHALL PROVIDE A CERTIFICATION LISTING THE TYPE, MANUFACTURER AND R-VALUE OF INSULATION INSTALLED IN EACH ELEMENT OF THE BUILDING THERMAL ENVELOPE. FOR BLOWN OR SPRAYED INSULATION (FIBERGLASS AND CELLULOSE), THE INITIAL INSTALLED THICKNESS, SETTLED THICKNESS, SETTLED R-VALUE, INSTALLED DENSITY, COVERAGE AREA AND NUMBER OF BAGS INSTALLED SHALL BE LISTED ON THE CERTIFICATION. FOR SPRAYED POLYURETHANE FOAM (SPF) INSULATION, THE INSTALLED THICKNESS OF THE AREAS COVERED AND R-VALUE OF INSTALLED THICKNESS SHALL BE LISTED ON THE CERTIFICATION. THE INSULATION INSTALLER SHALL SIGN, DATE AND POST THE CERTIFICATION IN A CONSPICUOUS LOCATION ON THE JOB SITE. -R303.1.1.1. BLOWN OR SPRAYED ROOF/CEILING INSULATION THE THICKNESS OF BLOWN -IN OR SPRAYED ROOF/CEILING INSULATION (FIBERGLASS OR CELLULOSE) SHALL BE WRITTEN IN INCHES ON MARKERS THAT ARE INSTALLED AT LEAST ON FOR EVERY 300 SQUARE FEET THROUGHOUT THE ATTIC SPACE. THE MARKERS SHALL BE AFFIXED TO THE TRUSSES OR JOISTS AND MARKED WITH THE MINIMUM INITIAL INSTALLED THICKNESS WITH NUMBERS A MINIMUM OF 1" IN HEIGHT. EACH MARKER SHALL FACE THE ATTIC ACCESS OPENING. SPRAY POLYURETHANE FOAM THICKNESS AND INSTALLED R-VALUE SHALL BE LISTED ON CERTIFICATION PROVIDE BY THE INSULATION INSTALLER. -R303.2.1. PROTECTION OF EXPOSED FOUNDATION INSULATION INSULATION APPLIED TO THE EXTERIOR OF BASEMENT WALLS, CRAWLSPACE WALLS AND THE PERIMETER OF SLAB -ON -GRADE FLOORS SHALL HAVE A RIGID, OPAQUE AND WEATHER -RESISTANT PROTECTIVE COVERING TO PREVENTTHE DEGRADATION OF THE INSULATION'S THERMAL PERFORMANCES. THE PROTECTIVE COVERING SHALL COVER THE EXPOSED EXTERIOR INSULATION AND EXTEND A MINIMUM OF 6" BELOW GRADE. CHAPTER 4 [RE] RESIDENTIAL ENERGY EFFICIENCY GENERAL-R401 -R401.3. CERTIFICATE (MANDATORY) A PERMANENT CERTIFICATE SHALL BE COMPLETED AND POSTED ON OR WITHIN THREE FEET OF THE ELECTRICAL DISTRIBUTION PANEL BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL. THE CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL AND SHALL NOT COVER OR OBSTRUCT THE VISIBILITY OF THE CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL OR OTHER REQUIRED LABELS. THE CERTIFICATE SHALL LIST THE PREDOMINANT R-VALUES OF INSULATION INSTALLED IN OR ON CEILING/ROOF, WALLS, FOUNDATION (SLAB, BELOW -GRADE WALL, AND/OR FLOOR) AND DUCTS OUTSIDE CONDITIONED SPACES; U-FACTORS FOR FENESTRATION AND THE SOLAR HEAT GAIN COEFFICIENT (SHGC) OF FENESTRATION, AND THE RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING ENVELOPE AIR LEAKAGE TESTING DONE ON THE BUILDING. WHERE THERE IS MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE SHALL LIST THE VALUE COVERING THE LARGESTAREA. THE CERTIFICATE SHALL LISTTHE TYPES AND EFFICIENCIES OF HEATING, COOLING AND SERVICE WATER HEATING EQUIPMENT. WHERE A GAS -FIRED UNVENTED ROOM HEATER, ELECTRIC FURNACE, OR BASEBOARD ELECTRIC HEATER IS INSTALLED IN THE RESIDENCE, THE CERTIFICATE SHALL LIST "GAS -FIRED UNVENTED ROOM HEATER," "ELECTRIC FURNACE" OR "BASEBOARD ELECTRIC HEATER," AS APPROPRIATE. AN EFFICIENCY SHALL NOT BE LISTED FOR GAS -FIRED UNVENTED ROOM HEATERS, ELECTRIC FURNACES OR ELECTRIC BASEBOARD HEATERS. BUILDING THERMAL ENVELOPE - R402 -R402.1.1 INSULATION AND FENESTRATION CRITERIA THE BUILDING THERMAL ENVELOPE SHALL MEET THE REQUIREMENTS OF TABLE R402.1.1 BASED ON THE CLIMATE ZONE SPECIFIED IN CHAPTER 3. -R402.1.2 R-VALUE COMPUTATION INSULATION MATERIAL USED IN LAYERS, SUCH AS FRAMING CAVITY INSULATION AND INSULATING SHEATHING, SHALL BE SUMMED TO COMPUTE THE COMPONENT R-VALUE. THE MANUFACTURER'S SETTLED R-VALUE SHALL BE USED FOR BLOWN INSULATION. COMPUTED R-VALUES SHALL NOT INCLUDE AN R-VALUE FOR OTHER BUILDING MATERIALS OR AIR FILMS. -R402.1.3 U-FACTOR ALTERNATIVE AN ASSEMBLY WITH A U-FACTOR EQUAL TO OR LESS THAN THAT SPECIFIED IN TABLE R402.1.3 SHALL BE PERMITTED AS AN ALTERNATIVE TO THE R-VALUE IN TABLE R402.1.1. -R402.1.4 TOTAL UA ALTERNATIVE IF THE TOTAL BUILDING THERMAL ENVELOPE UA (SUM OF U-FACTOR TIMES ASSEMBLY AREA) IS LESS THAN OR EQUAL TO THE TOTAL UA RESULTING FROM USING THE U-FACTORS IN TABLE R402.1.3 (MULTIPLIED BYTHE SAME ASSEMBLY AREA AS IN THE PROPOSED BUILDING), THE BUILDING SHALL BE CONSIDERED IN COMPLIANCE WITH TABLE R402.1.1. THE U-FACTORS FOR TYPICAL CONSTRUCTION ASSEMBLIES ARE INCLUDED IN APPENDIX A IN CHAPTER 51-11C WAC. THESE VALUES SHALL BE USED FOR ALL CALCULATIONS. WHERE PROPOSED CONSTRUCTION ASSEMBLIES ARE NOT REPRESENTED IN APPENDIX A, VALUES SHALL BE CALCULATED IN ACCORDANCE WITH THE ASHRAE HANDBOOK OF FUNDAMENTALS USING THE FRAMING FACTORS LISTED IN APPENDIX A WHERE APPLICABLE AND SHALL INCLUDE THE THERMAL BRIDGING EFFECTS OF FRAMING MATERIALS. THE SHGC REQUIREMENTS SHALL BE MET IN ADDITION TO UA COMPLIANCE. WHEN USING RESCHECK, THE U-FACTORS CALCULATED BY THE SOFTWARE BASED ON COMPONENT R-VALUE DESCRIPTIONS ARE ACCEPTABLE. FOR THE BASE BUILDING UA CALCULATION, THE MAXIMUM GLAZING AREA IS 15% OF THE FLOOR AREA. TABLE R402.1.1 INSULATION & FENESTRATION REQUIREMENTS BY COMPONENT' CLIMATE ZONE 5 AND MARINE 4 FENESTRATION U-FACTORb 0.30 SKYLIGHTb U-FACTOR 0.50 CEILING R-VALUEe 49 WOOD FRAME WALI!" R-VALUE 21 INT FLOOR R-VALUE 30 BELOW GRADE" WALLR-VALUE 10/15/211NT+TB SLAG" R-VALUE & DEPTH 10,21FT FOR SI:1 FOOT= 304.8 MM, Cl = CONTINUOUS INSULATION, INT = INTERMEDIATE FRAMING a R-VALUES ARE MINIMUMS. U-FACTORS AND SHGC ARE MAXIMUMS. WHEN INSULATION IS INSTALLED IN A CAVITY WHICH IS LESS THAN THE LABEL OR DESIGN THICKNESS OF THE INSULATION, THE COMPRESSED R-VALUE OF THE INSULATION FROM APPENDIX TABLE A101.4 SHALL NOT BE LESS THAN THE R-VALUE SPECIFIED IN THE TABLE. b THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS. c "10/15/21.+5TB" MEANS R-10 CONTINUOUS INSULATION ON THE EXTERIOR OF THE WALL, OR R-15 ON THE CONTINUOUS INSULATION ON THE INTERIOR OF THE WALL, OR R-21 CAVITY INSULATION PLUS A THERMAL BREAK BETWEEN THE SLAB AND THE BASEMENT WALLATTHE INTERIOR OF THE BASEMENT WALL. "10/15/21.+5TB" SHALL BE PERMITTED TO BE MET WITH R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT WALL PLUS R-5 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE WALL. "10/13" MEANS R-10 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-13 CAVITY INSULATION ATTHE INTERIOR OF THE BASEMENT WALL. "5TB" MEANS THERMAL BREAK BETWEEN FLOOR SLAB AND BASEMENT WALL. d R-10 CONTINUOUS INSULATION IS REQUIRED UNDER HEATED SLAB ON GRADE FLOORS. SEE R402.2.9.1. e FOR SINGLE RAFTER- OR JOIST -VAULTED CEILINGS, THE INSULATION MAY BE REDUCED TO R-38 IF THE FULL INSULATION DEPTH EXTENDS OVER THE TOP PLATE OF THE EXTERIOR WALL. t R-7.5 CONTINUOUS INSULATION INSTALLED OVER AN EXISTING SLAB IS DEEMED TO BE EQUIVALENTTO THE REQUIRED PERIMETER SLAB INSULATION WHEN APPLIED TO EXISTING SLABS COMPLYING WITH SECTION R503.1.1. IF FOAM PLASTIC IS USED, IT SHALL MEETTHE REQUIREMENTS FOR THERMAL BARRIERS PROTECTING FOAM PLASTICS. g FOR LOG STRUCTURES DEVELOPED IN COMPLIANCE WITH STANDARD ICC 400, LOG WALLS SHALL MEET THE REQUIREMENTS FOR CLIMATE ZONE 5 OF ICC 400. b INT. (INTERMEDIATE FRAMING) DENOTES FRAMING AND INSULATION AS DESCRIBED IN SECTION A103.2.2 INCLUDING STANDARD FRAMING 16" ON CENTER, 78 PERCENT OF THE WALL CAVITY INSULATED AND HEADERS INSULATED WITH A MINIMUM OF R-10INSULATION. STANDARD DETAIL. ACTUAL STAIR MAY VARY. SEE PLANS FOR DIMENSIONS o M FOR TREADS, RISERS & NOSINGS, GREATEST DIMENSION MAY NOT = EXCEED THE SMALLEST 1- DIM ENSIONBYMORE THAN %" \ \ L� FIREBLOCK ADJACENT WALLS PER IRC R602 14"-2" DIAM. HANDRAIL CONTINUOUS J ON 1 SIDE OF STAIR.1Y2" MIN. SPACE TO WALL. RETURN ENDS TO WALL OR NEWELL. RAIL TO SUPPORT 200# LOAD o0 APPLIED IN ANY DIRECTION. 42 MAX ENCROACHMENT INTO STAIR. "x 12" OSB STEPPING TREADS TABLE 406.2 ENERGY CREDITS (DEBITS) 6.0 TOTAL POINTS REQUIRED 6.0 TOTAL POINTS PROVIDED OPTION DESCRIPTION CREDIT(S) FOR AN INITIAL HEATING SYSTEM USING A HEAT PUMP THAT MEETS FEDERAL STANDARDS 1.0 SYSTEM FOR THE EQUIPMENT LISTED IN TABLE C403.3.2(1)C OR C403.3.2(2) TYPE oR AIR TO WATER HEAT PUMP UNITS THAT ARE CONFIGURED TO PROVIDE BOTH HEATING 2 AND COOLING AND ARE RATED IN ACCORDANCE WITH AHRI 550/590 1.3 EFFICIENT BUILDING ENVELOPE 1.3: 0.5 PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402.1.1 WITH THE FOLLOWING MODIFICATIONS: VERTICAL FENESTRATION U = 0.28 FLOOR R-38 SLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB BELOW GRADE SLAB R-10 PERIMETER AND UNDER ENTIRE SLAB OR COMPLIANCE BASED ON SECTION R402.1.4: REDUCE THE TOTAL UA BY 5% 2.1 AIR LEAKAGE CONTROL & EFFICIENT VENTILATION 2.1: 0.5 COMPLIANCE IS BASED ON TABLE R402.4.1.2: REDUCE THE TESTED AIR LEAKAGE TO 3.0 AIR CHANGES PER HOUR MAX. @ 50 PASCALS AND ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS DETERMINED BY SECTION M1507.3 OF THE INTERNATIONAL RESIDENTIAL CODE SHALL BE MET WITH A HIGH EFFICIENCY FAN (MAXIMUM 0.35 WATTS/CFM), NOT INTERLOCKED WITH THE FURNACE FAN (IF PRESENT). VENTILATION SYSTEMS USING A FURNACE INCLUDING AN ECM MOTOR ARE ALLOWED, PROVIDED THAT THEY ARE CONTROLLED TO OPERATE AT LOW SPEED IN VENTILATION ONLY MODE. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED, THE MAXIMUM TESTED BUILDING AIR LEAKAGE, AND SHALL SHOW THE QUALIFYING VENTILATION SYSTEM AND ITS CONTROL SEQUENCE OF OPERATION. 3.6' HIGH EFFICIENCY HVAC EQUIPMENT 3.6: 2.0 DUCTLESS SPLIT SYSTEM HEAT PUMPS WITH NO ELECTRIC RESISTANCE HEATING IN THE PRIMARY LIVING AREAS. A DUCTLESS HEAT PUMP SYSTEM WITH A MINIMUM HSPF OF 10 SHALL BE SIZED AND INSTALLED TO PROVIDE HEAT TO ENTIRE DWELLING UNIT AT THE DESIGN OUTDOOR AIR TEMPERATURE. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED, THE HEATED FLOOR AREA CALCULATION, THE HEATING EQUIPMENTTYPE(S), THE MINIMUM EQUIPMENT EFFICIENCY, AND TOTAL INSTALLED HEAT CAPACITY (BY EQUIPMENT TYPE). a. AN ALTERNATIVE HEATING SOURCE SIZED AT A MAXIMUM OF 0.5 WATTS PER SQUARE FOOT (EQUIVALENT) OF HEATED FLOOR AREA OR 500 WATTS, WHICHEVER IS BIGGER, MAY BE INSTALLED IN THE DWELLING UNIT. 5.5 EFFICIENT WATER HEATING 5.5: ELECTRIC HEAT PUMP WATER HEATER MEETING THE STANDARDS FOR TIER III OF NEEA'S ADVANCED WATER HEATING SPECIFICATION. TO QUALIFYTO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFYTHE OPTION BEING SELECTED AND SHALL SPECIFYTHE WATER HEATER EQUIPMENTTYPE AND THE MINIMUM EQUIPMENT EFFICIENCY. HALF WALL OR OPEN RAIL UP 36" ABOVE NOSING. PICKETS OR INFILLSPACED SO4%" SPHERE MAY NOT PASS THRU. INFILLTO SUPPORT 50# HORIZONTAL LOAD IF TRIANGLE LEFT OPEN, 6" SPHERE / MAY NOT PASSTHRU i 36" MIN. DIR. OF TRAVEL WIDTH TO MATCH STAIRWAY SERVED a WHERE DEPTH OF STRINGER GREATER 1x8 RIPPED RISERS THAN DEPTH OF FLR JSTS PROVIDE %" 4" MIN. -1X" MAX. NOSING %6' MAX NAILER SECURED TO JSTS. NAIL THRU RADIUS. NOSING NOT REQUIRED FOR NAILER INTO END OF STRINGERS TREADS IS 11" OR GREATER 2x12 STRINGERS @ 16" O.C. 2x4 THRUST BLOCK �' MAX. 2x4 STIFFENER 1 SIDE i PROTECT ACCESSIBLE ENCLOSED SPACES WY2" GWB TYP. INTERIOR RESIDENTIAL STAIR DTL %" T&G OSB SUBFLOOR. EXTERIOR GLUE & 8d @ 6" O.C. EDGES & SOLID BLK'G & 12" O.C. FIELD 2x BASE PLATE 2-16d EA. STUD FLOOR JSTS PER PLAN PT SILL PLATE, ANCHOR BOLTS & WASHERS PER ENGINEER 7f a� N . S 2-20 TOP PLATE - 20 STUDS @ 16" O.C. K" GYPSUM BOARD • c�IFREQ'D.4"TIGH FLINE TO -17 CONNECT DOWN OUTS. INSUL. PER ENERGY NOTES ° SEPARATE FROM FOUND. DRAIN 2x6 PT BASEPLATE 1.� I. 3Y2" CONC. SLAB OVER 4" BASE. b FILL & COMPACT AS REQUIRED 4 <{ . lfi JI: .11::• 2" RIGID FOAM R-101NSUL. 1. SEE STEM WALL DTL PER ENERGY NOTES. BEVEL ip. FOAM FOR THERMAL BREAK u � �n VDR'AIN DIAM. PERF. FOUNDATION IN WASHED GRAVEL & FILTER FABRIC. CONNECT TO APPROVED DISCHARGE BASEMENT WALL DTL SCALE: 3 /" = V-0" %" T&G OSB SUBFLOOR. EXTERIOR GLUE & 8d @ 6" O.C. EDGES & SOLID BLK'G & 12" O.C. FIELD 2x6 BASE PLATE.16d @ 16" O.C. TO JSTS/BLK'G 2-16d EA. STUD 2x RIM JOIST. 3-16d EA. JOIST IVI FLOOR JSTS PER PLAN II SHEATHING & NAILING SOLID BLK'G @ ALL PER SHEARWALL SUPPORTS 3/2" GYPSUM BOARD 2-2x6 TOP PLATE SIDING PER ELEVATION OVER j HDR PER PLAN PLACED TIGHT APPROVED WATER UNDER DBLTOP PLATE. 2" R-10 RESISTANT BARRIER INSUL. @ 4x HDRS 2x6 STUDS @ 16" O.C. INSULATION PER a ENERGY NOTES 3/2" GYPSUM BOARD FLOOR TO WALL DTL SCALE: %" = V-0" 2x6 STUDS @ 16" O.C. INSUL. PER ENERGY NOTES %" GYPSUM BOARD 3Y2" CONC. SLAB OVER 4" BASE. FILL & COMPACT AS REQUIRED all; 2" RIGID FOAM R-101NSUL. ; PER ENERGY NOTES. BEVEL II: FOAM FOR THERMAL BREAK IF REQ'D. 4" TIGHTLINE TO e CONNECT DOWNPOUTS. SEPARATE FROM FOUND. DRAIN SIDING PER ELEVATION OVER APPROVED WATER RESISTANT BARRIER SHEATHING & NAILING PER SHEARWALL SCHEDULE 2x BASE PLATE 2-16d EA. STUD PT SILL PLATE, ANCHOR BOLTS & WASHERS PER ENGINEER z N S SEE STEM z WALL DTL 00 4" DIAM. PERF. FOUNDATION DRAIN IN WASHED GRAVEL & FILTER FABRIC. CONNECT TO APPROVED DISCHARGE SLAB FLOOR - STEM WALL DTL SCALE: 3 /" = V-0" GOVERNING CODES: 2018 INTERNATIONAL BUILDING CODE (IBC) 2018 INTERNATIONAL RESIDENTIAL CODE (IRC) 2018 INTERNATIONAL FIRE CODE (IFC) -2016NFPA13 -2016NFPA72 2018 INTERNATIONAL MECHANICAL CODE (IMC) 2018 INTERNATIONAL PLUMBING CODE (IPC) 2009 ICC A117.1 2018 WASHINGTON STATE ENERGY CODE (WSEC) OTHER APPLICABLE CODES STRUCTURAL: SEISMIC ZONE D1 / D2 PER R301 & ENGINEERING WIND (EXP. B) BASIC SPEED: 85 MPH PER R301 COMPONENT/CLADDING LOADS PER R301 LOADS PER R301 LIVE DEAD TOTAL ROOF (GROUND SNOW) 25 PSF 10 PSF 35 PSF ATTICS -LIMITED STORAGE 20 PSF 10 PSF 30 PSF ATTICS -NO STORAGE 10 PSF 10 PSF 20 PSF ATTICS -HABITABLE BY STAIRS 30 PSF 10 PSF 40 PSF DECKS 60 PSF 10 PSF 70 PSF EXTERIOR BALCONIES 60 PSF 10 PSF 70 PSF FIRE ESCAPES 40 PSF GUARDRAIL/ HANDRAILS 200 LBS AT TOP IN ANY DIRECTION GUARDRAILS -IN FILL 50 LBS HORIZ. APPLIED TO 1 SQ. FT. ROOMS (NOT SLEEPING) 40 PSF 10 PSF 50 PSF SLEEPING ROOMS 30 PSF 10 PSF 40 PSF STAIRS 40 PSF 10 PSF 50 PSF OR 300 LB PT. LOAD ON 4 SQ. IN. PT SILL PLATE, ANCHOR BOLTS & WASHERS PER ENGINEER CONTINUOUS #4 BARS" BELOW TOP OF WALL #4 HORIZONTAL BAR @ 24" O.0 #4 BAR @ 48" O.C. WITH STANDARD HOOK. EXTEND TO 3" CLEAR FROM BOTTOM OF FTG o ROTATE AS REQ'D TO MAINTAIN v PROPER CONCRETE COVER cc z N 5 m PREFABRICATED ENGINEERED ROOF TRUSSES PER ROOF FRAMING PLAN COMPOSITION ROOFING OVER 30#FELT %6' OSB ROOF SHT'G WIND BAFFLE WITH 2x VENT BLOCK. 3-2" 1" MIN. AIR SPACE DIAM. HOLES COVERED 12 WIX" CORROSION PER RESISTANT MESH PLAN Y2" CCX PLYWOOD �@ EAVES BLOWN INSULATION PER ENERGY NOTES METAL GUTTERS 5/8" GWB OR SAG RESISTANT _ PER SPECS Y2" GYPSUM BOARD PER PLAN %"x 8 FASCIA H10R H2.5 EA. TRUSS TO TOP PLATES z SHEATHING & NAILING 2-2x6 TOP PLATE a PER SHEARWALL HDR PER PLAN PLACEDTIGHT w SCHEDULE a UNDER DBLTOP PLATE. 2" R-10 SIDING PER INSUL. @ 4x HDRS z ELEVATION OVER 2x6 STUDS @ 16" O.C.­/APPROVED WATER o RESISTANT BARRIER INSULATION PER o ENERGY NOTES V2" GYPSUM BOARD A if COMMON TRUSS TO WALL DTL SCALE: %" = V-0" %" T&G OSB SUBFLOOR. EXTERIOR GLUE & 8d @ 6" O.C. EDGES & SOLID BLK'G & 12" O.C. FIELD FLOOR JSTS PER PLAN INSULATION PER ENERGY NOTES POSTS & BEAMS PER PLAN. POST BASE UP 8" ABV GRADE OR USE PRESSURE TREATED 12" MIN. CLEAR UNDER BEAMS CONCRETE FOOTING PER PLAN DAMP PROOFING PER IRC R406 244 CONTIN. HORIZ. BAR 3" MIN. CLEAR FROM BOTTOM 8" MIN. I IF REQ'D 4" DIAM. PERF. FOUNDATION '1 [ L DRAIN IN WASHED GRAVEL & FILTER FABRIC. SEE FOUNDATION PLAN CONNECT TO APPROVED DISCHARGE TYPICAL STEM WALL DTL SCALE: 1" = 1'-C" RAFTERS PER PLAN COMPOSITION ROOFING OVER 30# FELT 7/16' OSB ROOF SHT'G 12 PER PLAN 2x VENT BLOCK. 3-2" DIAM. HOLES COVERED W//" CORROSION RESISTANT MESH BIRDS MOUTH RAFTER TO MATCH TRUSS TAILS. SOLID BLK'G @ WALL LINE Y2" CCX PLYWOOD @ EAVES BATT INSULATION PER ENERGY I METAL GUTTERS NOTES WITH 1" MIN. AIR SPACED) PER SPECS s " GWB OR SAG RESISTANT �"x 8 FASCIA s Y2" GYPSUM BOARD x PER PLAN H10R H2.5 EA. TRUSS z SHEATHING & NAILING TO TOP PLATES a PER SHEARWALL 2-26 TOP PLATE w SCHEDULE HDR PER PLAN PLACED TIGHT a SIDING PER UNDER DBLTOP PLATE. 2" R-10 z ELEVATION OVER INSUL. @ 4x HDRS APPROVED WATER 2x6 STUDS @ 16" O.C. o RESISTANT BARRIER INSULATION PER o ENERGY NOTES V2" GYPSUM BOARD RAFTER TO WALL DTI SCALE: %" = V-0" 2x6 STUDS @ 16" O.0 INSUL. PER ENERGY NOTES GYPSUM BOARD X" T&G OSB SUBFLOOR. EXTERIOR GLUE & 8d @ 6" O.C. EDGES & SOLID BLK'G & 12" O.C. FIELD FLOOR JSTS PER PLAN INSUL. PER ENERGY NOTES SOLID BLOCKING @ ALL BR'G IvI b00000� SUPPORTS SOLID BLK'G @ ALL SUPPORTS POST TOBEAM POSITIVE 18" MIN. CLEAR. 12" UNDER BEAMS CONNECTION. 2x TIES OR MTL & DUCTS. INSUL. PLUMB. & MECH. CONNECTOR EA. SIDE OPTION 2: X" WASHED ROCK OR PEA GRAVEL U AN POR RETARDER. SLOPE TO POSITIVE DRAI PROTECT POST BASE W/90# ROOFING OR EQ. 6 MILVISQUEEN VAPOR RETARDER. 6" SECURE POST TO FOOTING MIN. OVERLAP WITH JOINTS SEALED OR W/MAS612, LMA4Z OR EQ. TAPED. EXTEND 6" MIN. UP STEM WALL IF REQ'D. 4" TIGHTLINE TO INTERIOR GRADE CONNECT DOWNPOUTS. SEPARATE FROM FOUND. DRAIN INTERMEDIATE BRIG DTL SCALE: 3 /" = V-0" SIDING PER ELEVATION OVER APPROVED WATER RESISTANT BARRIER SHEATHING & NAILING PER SHEARWALL SCHEDULE 2x6 BASE PLATE. 16d @ 16" O.C. TO JSTS/BLK'G 2-16d EA. STUD 2x RIM JOIST. 3-16d EA. JOIST PT SILL PLATE, ANCHOR BOLTS & WASHERS PER ENGINEER z_ N S rll. SEE STEM z II•t WALL DTL 2 IL. 00 OPTION 1: 4" DIAM. PERF. FOUNDATION DRAIN IN WASHED GRAVEL & FILTER FABRIC. CONNECT TO APPROVED DISCHARGE CRAWL - STEM WALL DTL SCALE: 3 /" = V-0" DATE 8-1-23 DRAWN JCR REVISION REVISION REVISION F10 IRC SECTION 311 SCALE: %" = V-0"