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PLAN 3726_1.1 NOTE: 6" CONC. WALL 41-6" MAX. 5/e"4,x10" A.B. W/ SOLID CRAWL SPACE VENTILATION - HT. 5000 PSI MIN. TO MEET 3"x3"x0.224" WASHERS BLOCKING SEE DETAIL 3/1.1 FOR VENT DETAILS IRC EXPOSURE 60"o.e. 12" MAX./4 1/2" MIN. -(p. R408.I VENTILATION. 1/1500 ALLOWED WITH 6 Z REQUIREMENTS - NOTE THAT FROM CORNERS, JOINTS, SIDING PER ELEVATION MIL BLACK POLYETHYLENE. I/500 PROVIDED. 2500 P5I MIN 15 REQUIRED OPENINGS SILL ENDS, ETC. CC LLQ '�' 1" \ 1 < �i , ONE VENTILATING OPENING SHALL BE WITHIN 3PER STRUCT. SPECIFICATIONS EMBED MIN. (EXCEPT A5 } / \ 7k-7` y / 1PERMANENT BAFFLE 2x6 EXTERIOR BUILDING PAPER Z- NO NOTED ON SCHEDULE) jJ. \�� J J.l ,, 0 V \_/ J v WAX COATED CORRUGATED BOARD HALL 2X6 PT PLATE DO NOT EXCEED 1-3/4" EXCEPT ONE SIDFEET OF EACH EROFETHE BUILDING SHALL BER OF THE BUILDING, W SPECIAL TESTING NEEDED. 6" OR EQUAL. SECURELY EDGE NAILING TO HOLD TO INSIDE I TO TOP OF THRESHOLD PERMITTED TO HAVE NO VENTILATION UJ EDGE NAIL TO SOLE PLATE G A FASTENED TO JOISTS SOLE PLATE PER FOR JOIST ABOVE PORCH SLAB OPENINGS.. Z N a) SCHEDULE AT DOOR LOCATIONS a� 1 d-PER 5W SCHEDULE (PER BEAM PER PLAN . [511(PER E.O.R.) HANGERMETAL FLASHING Q E.o.Ra SIMPSON L13210 VENTILATION CALCULATI ONS d I 2x SILL PLATE TREATED . ) pl 7x14 VENT CLOSURE _ 2x6 CEDAR Z „[ r' WITH BORATE '� 51 50. IN FREE 1116 SQ•300A = 3.'12 SQ. FT. REQUIRED Z W PRESERVATIVE, SEE NOTE . . 2x4 OR z p[ ON PAGE CS (COVER)= POST BASE CONNECTION - PLYWOOD l� AREA OR FLOOR JOISTS / TYP. VENT = 1"xl4" PROVIDING 51 SQ. IN. FREE OPENING - #4 CONT. TOP AND ( CONSTRUCTION MATERIALS W/ SIMPSON MABIS STRAP GUSSET z EQUAL \ sPERPENDIGUL.AR TO a TEM HALL a _ t '4- 1.-BOTTOM (MAX. Ib" I w/(6) 10cl x 1 1/2" NAILS I NAILED - R-30 I ..-s.... wa. AREA w CC r ; \ \ -� �-- Z TYP. VENT= 5I SQ IN ✓ SQ FT p ILLJ in o.cJ m 4"m DOWNSPOUT I EACH SIDE n INSULATION as 144 \ U° to DRAIN TIGHT LINE 30Ib FELT OR NERVASTRAL ►- N III- -'� ' 3.12 r ' DAMP-PROOFING " as I - PER APPROVED P.T. POST 6 MIL GLA55 I BLACK TYPICAL FLOOR CONSTRUCTION -PORCH SLAB 35 10.63 = (I I) VENTS REQUIRED QUI=III- NQ BAR AT 18 oz. 15 VENTS ARE PROVIDED J �- m WHERE REQ'D BY i I- -_ DRAINAGE PLAN, -I • �- o POLYETHYLENE VAPOR ° -I I i (DRILL STUB OUTS) U SOILS GOND. - -I I \ FROM FOOTING KEEP O L RETARDER THROUGHOUT _ W#4 VERTICAL BAR- �' - . - � NOTE: SEE FOUNDATIONREC1VE ( O w/b" HOOK IN ° -I ' � *, DRAIN ° _ I ,�- 35-0 CL " 't--- 4 :,----,44i 4: __ _ v: CONCRETE w/ 301b ASPHALT DETAIL(S) AND FOR REBAR E >11 - FTG.,48 o.c. - is .. j "- SATURATED FELT PAPER OR -�- TO TIE INTO r\ \ ft !` PER PLAN (2) 444 R BAR .�, EQUIVALENTN�� 2�� in BAR COf o r�T 6li PORCH PATIO STEP y\11V, 'S- A sA 4'-0" a'-II" CITY O �i�'� � o SETTING) 5" / (1) O NT' ISOLATED FOOTING DETAIL CRAWL SPACE VENT DETAIL 4 ,► 4 , LDING NVIS1O Z '- 0) / ® BOT. © SCALE: NTS Scn QSCALE: NTS SCALE: NTS START k P4LAYOUT Z• 1' STEPS q ' s- o 0 ~ N 0) NOTE IF REQUIRED BY GOVERNING JURISDICTION OR PROJECT FARE Y t5 4#"PNON �. _ � �s s • () N 1- SPECIFICATIONS. PROVIDE 4 4, PERFORATED FOOTING DRAIN w/ NOTE: _ i I -'� P4 - O Irm .. NFILTER FABRIC IN r'RCE DRAINING FILL. TYPICAL EXTERIOR WALL TO $E O - L_ - - iv 1:C -IFOUNDATION DETAIL CONSTRUCTED PER SCHEDULE PAGE - m i �, � � _:ri///i//iii/i..- ...- _ I y - 'Q O SCALE: NTS 1.1 AS P6 SHEARWALLS UNLESS U III p i - Q c N NOTED OTHERWISE r -- . 1 cim - .. PER PLAN NOTE: I 0 -0 "v 4x4 P.T. POST / / SEE 5HEAR WALL SCHEDULE FOR BOLT SPACING, 40 CRA 1E I0 w O In IMP50N ABU44 PAGE 1.1 FOR HOEDOWN LOCATIONS AND 2.1, 3.1 Np' ©' '6 •0 O LOCATION LEAN COLUMN BASE PER 4.1, AND 5.1 FOR ADDITIONAL STRUCTURAL DETAILS ,i.; �,® O N -�+ I ( PLAN = �� L in (I) #4 BAR ALL SEAMS DF #2 OR HF #1 UNLESS II ,_ I rtaiHiaiff x8 4x8 x8 4x8 4x8 x8_ I w • O �� PROPER AIR I � I _ w �I_ _I� II D AT PLINTH 3" MIN OTHERWISE NOTED �? ,Mi� 1r-T I: �I . -°1T r r �� - - COE-aPORCH SLAB ALL GIRDER JOINTS SHALL OCCUR OVER , .' I TYP18 IS 8 % 18I% I �fi.I .�L,_, GONG. PLINTH SUPPORTS. AND THE ENDS OF GIRDERS • v -- - O!vir 5i-0 11 s'-4. ' �'-O" i 5' O" I 5'- 5'-O ' CO m -o=-- V : << .0 TOP 6" BELOW AND BEAMS SHALL HAVE NOT LE55 THAN �I �. I Q PORCH SLAB #4 BAR ® 3 OF BEARING. ;�U ' m r I! ii) Q 1 III- ,`\ NAL STEM : SLOPE 1/4" 36" o.c. ALL JOISTS TO BE 2x10 HF #2 0 16" O.G. - - - _O _ 4 I I I 1=1 I I- 1 .` a ' WALL PER LIN. FT. UNLESS NOTED OTHERWISE I STEP/MALL 6" N ! Asko / O _ i -� #4 REBAR CONTIN. '-O' S'- , 1�-III-III MAX. P4 ( GUT JOIST 4 d- i I 1=1 I I i' ��` . . r-�� AT PERIMETER OF FRAMER RESPONSIBLE FOR OFFSETTING z I.S, a1 � • �`� in SLOGK TO t -i PORCH SLAB JOISTS FOR PLUMBING DRAINS I )j� ® AL10W ROOM m50NOTUBE '�I � � r TYP.FORMED _ .i� ,`�� `,yI O z rl, I 1 V-_ - ° vFRAMER RESPONSIBLE TO TRACE POINT LOADS Sy.eucx„�- 1 s �� 4x8rillillialk_ BMAINTAIN INSULATIONGONG. PIER -I I 1 1_�__` I- - _► - o J. - � Fli�� IF= 'ha-a I+_� THROUGH TO FOUNDATION AND PROVIDE SOLID IF OPT.DOOR ,� �r �-I IIII 1 I =III BLOCKING OR POSTS A5 NEEDED SELECTED 1 �L/ ISIII1I� �iP '��'I 8" oR 6 �� IPROPER AIR i - �� \I ■a♦��■i VERIFY WITHSLOW 1YP. FOOTING IF I I i v v 1- � ' - , IR;REQUIRED i I ( 1 i 111E-11 o _ SITE III. I PER PLAN ��_ _� ,� 7:111:1=7:11_111 b ilF.I1=-111:_111-i-E.H-111- Q FOUNDATION KEYNOTES � 1 �' - prr,/-1,-... CONDITIONS RI-' 1 I (2) #4 REBAR -j I `- p / IV ��■■� I in EACH WAY UNLESS , , I PROVIDE CLASS I - 6 MIL BLACK VAPOR _ X I .. O RETARDER THRU-OUT ENTIRE CRAWLSPACE. OFT . MA�I 00R L -^ -- - --! I `� _ iNOTED OTHERWISE PER PLAN 6" AP4 � I STEP WALL b' I8 =IS fix 10 CONCRETE PAD w1(2) #4 E.W. _ �� ( Z - d PORCH SLAB COLUMN FOOTING PORCH SLAB EDGE O 30= x 10" CONCRETE PAD w/(3) #4 E W. SCALE 1/4" I -O _ _1 111 = S * Q 4 NTS 6 NTS STUB ,OUT #4 BARS ® 18" o.c. FOR = I '■ 14" I,I •I `r dJ N CONCRETE PORCH OR PATIO. Or G' MI ( IO rt/*4 10' .C. i _� I i I' ,P4/41.1°11 /'44 10' ` ¶ O4 18" x 24" CRAWL SPACE ACCESS\ ' WAY I 4x10 I �r ,f _� INSULATE AND WEATHER-STRIP . • � �- =s I, , ,� a . � �� I4 ii�1�l1��10.1•I` al�•�- _ 1111.11111111111110":=711111111111111111:111111111` . . _ 4" CONCRETE SLAB w/ STEEL TROWEL r, ,1 rkll'� �I .r:= �,� O FINISH ADEQUATE TO SUPPORT A WHEEL 01E11111v- . - O A �>•�I� i 1LViII ` �I (SO Ong- LOAD OF 5000 LBS. FLOOR TO SLOPE i 4 r ® ` � r 3" FROM BACK TO FRONT. PROVIDE 6 MIL 11il___ 6,4 1 Pr '' I ., O VAPOR RETARDER UNDER SLABOT. RADON 3.1 -La� OFT. RADON I 2ZaD� GARAGEFAN SIM. FAN Q - J015 -) JOISTS i ) GONG. SLAB dl [1::::i 12" SONOTUBE PIER TO BE 8" BELOW 5'- 11/4' y m TOP OF STEM WALL. 11/2" n CI) i d .,1 EXTEND PIERS TO A POINT IS" MINIMUML - ' `PI t OBELOW GRADE r1 _ ,,, ,, 08 59" BUCK OUT FOR MAN DOOR CI, 0 .' ,. E O TYP. CRAWL SPACE VENTS. PER 5/1.I =0 0 AV 18 15 4x1 Air ;/ 4x1 • • �0. xl0 �"`� :1 Pk 0 11 IS E .A_ 2• E AL 2,-p' 4-0" 18 E' A- I 24 4UAL 2' 0: I ELECT METER 1112/ irN STEP , STEPS di" II -6 s iI _ r-J L'- L -J O in ///�/i////moi///%./////.a'lf/� r'iJ'frf�irrlif/ li7�'/h . CONTINUOUS FOOTING 1 • _ r--i I i, D5( � (_ _ I !�lB�L.EYJ 1 0 16PS(A4$ELEV.) r--I IL` I----- F0U ' / I ® I `4FLAN l/ V/ p- -- '� FTG. FNDNi" X PROVIDE NAILING in I STEPS ZD INC , Q f I --STRIP FOR SIDING OF - 3/4 EPRP IL , E r 36"x36'xl0"FTG. SHEARWALL SCHEDULE „ STRIP FORSID� • ,'),-,,r - ''7%i ,r. l 1i� 1 i w/(4)04 5M vs SCALE 1 I II ' NAIL SPACING 5/8• DIA BL -‘ OCKING TO TOP PLATE SOLE PLATE (A ELEV.ONLY) A.-7 I O Ih) 2 I ' MARK SHEATHING EDGE FIELD A.BOLT SPA NNUNG NAILING / •*,►o . TMBSTRD RIM TJI JOISTS 0 ) 7/16' OSB M " LTP4 CUPS (2) ROWS (2) ROWS t P2 ONE SIDE 2 o.c. 12"o.c. 16 o.c. 12'o.c. 16d 0 4' .131x3' 0 4' _ \ �� ' '�,. 00 7/16' OSB LTP4 CUPS 16d 0 4' .131x3" 0 3' -\ 175-/11 DO % 1'/ � It P4 ONE SIDE 4"o.c. 12 o.c. 24"o.c. 0 16'o.c. 7/16' OSB LTP4 CUPS (B ELE1/.ONLY) I 9t•' 1 P6 6"o.c. 12"o.c. 48"o.c. 16d 0 6" .131x3' 0 6' O' ,4 l'25,Ng ONE SIDE �y„ r NOTES; Pi A 24 o.c. 4EsS V© 1. NAIL ALL OSB WALLS WITH 8d COMMON (.131" DIA. x 2 1/2") NAILS. I EXPIRES: 6/25/ LI 1 BLOCK ALL OSB SHEARWALL EDGES. „ " ii •2. NAIL ALL LTP4 CUPS WITH 8d COMMON (.131" DIA. x 2 1/2") NAILS. 13/4 q 3 1/4" _4 5-O /1.-5. 16 3 / -1 PROVIDE 16d SINKER (.148' DIA.) TOE NAILS 0 6'o.c. FOR TOP PLATE NAIUNG IN ADDITION TO LTP4 CUPS. IO'-a" i' 24'-3" ' 3. TYPICAL EXTERIOR - 7/16" OSB. SPACE NAILS AT 6"o.c. EDGES, 12"o.c. FIELD. 4. TYPICAL ANCHOR BOLTS. 5/8" DIA 0 48"o.c. (EMBED 7") UNLESS OTHERWISE NOTED. 55'-0" 8/26/16 PROVIDE 3"x3"x.229" HOT-DIPPED, ZINC COATED GALVANIZED PLATE WASHERS ON ALL ANCHOR BOLTS. / • 5. ALL FRAMING HOLDOWNS AND CUPS TO BE SIMPSON BRAND OR EQUIVALENT. 6. DO NOT OVERDRIVE NAILS INTO SHEATHING. i I 7. ALL NAILS INTO PRESSURE TREATED LUMBER TO BE HOT-DIPPED ZINC COATED GALVANIZED F 0 U I " I O I�{, L ANI A OR STAINLESS. I y, I I `I� 8. ALL SHEARWALL LUMBER TO HF OR DF. I2d CI ill SCALE 1/4" = I'-O" O Z cie W NI- W Z 0 (p W a. 00 �- Z o) 0 . . 0Q < 1 Z _ r- � � W co � d' ? 1 ,,, w CC 3 oW _ > Lo 8'-5 I/4" 1 3/8 Q i CCJ � Q LU FRI- oo U O H OFT . MAN DOOR u) SCALE 1/4" = 1'-O" Z 8 0, n 5 (•1 OO) F. cn N I-- /V CC c'' r? NAIL SHEATHING TO (2) STUDS / DBL STUD Q Ie SHEARWALL PER PLAN AND SCHEDULE PER EDGE NAILING ON ' / S EARWALL SCHEDULE .•M7TIMBER STRAND RIM BOARD 0E 0 N 5 7/8" , '-0 5/=" II'-q" 2-O 5/8'x-5 7/8" 81-4 1/2" 2'-2 I/2" 5'-3" I'-IO 1/511 5 7/8" w 0 5 N HOEDOWNSIMPSON HTT5I 0 C CLSTRAT I S MPS0N MST60 STRAP y�A y s� p O RIM JOTS N IMTH 56) I6d SINKERS. 4111) "), N O l SHEATHE PONYWALL M NAIL SHEATHING TO 2 ' AS P4 SHEARWALL ( ) w ■ co 0_ STUDS PER EDGE NAILING -2' ,y y Z 0 • DO ON SHEARWALL SCHEDULE �,` AS - Qtel THREADED COU LER SIMPSON HTTS r 1 ■ REQ'D d� m ml- 5/8" ALL-THREAD t Ai in SHEATHE PONYWALL ii AS P4 SHEARWALL SIMPSON SSTB24 :4f44` A.BOLTS PER ' y7-2,„S i SIMPSON SSTB24 SCHEDU � 1 NO E I A.BOLT PER SCHEDULE...-�� M t " d TYPICAL EXTERIOR WALL TO BE CONCRETE FON WALLi CONCRETE FDN WALL CONSTRUCTED PER SCHEDULE PAGE 1.1 A5 P6 SHEARWALLS UNLESS 11lIDlllili -illllfl ! _ NOTED OTHERWISE k 00 I REQ'D HTT OR HDU AT SHORT WALL HTT OR HDU AT TALL WALL Is" : :: WHERE FOOTING SECTION "A" IS MORE a NOTE: PONY WALL STUDS TO BE 2X6 SPACED O.G. - MAX. HEIGHT IO -OO THAN S'-O", PROVIDE METAL TIE I66A 2'-0" MIN. X 11/2" X 4'-0" MIN., EACH SIDE VW -�1 8-Ibd COMMON NAILS EACH SIDE OF DETAIL PORTRAYS JOIST PERPENDICULAR TO PONY WALL IN SOLID LINES - SPLICE t SPLICE II‹ DASHED LINES INDICATE JOISTS AND BLOCKING WHEN RUN PARALLEL TO PONY WALL. BRACING REMAINS THE SAME IN BOTH CONDITIONS. IIt" .0 i it I it I A ii \ 1 :::1 a. RIM AND NAILING 1 ,\,.C'c4) PER SHEA AALL II it :11 DETAILS I� V. I1: it_->,11 r 2x6 STUDS I6"0.C. (2) I6d NAIL BRACE TO SOLID II II Y BLOCKING BETNEEN G a. SHEATHING AND SINKERS �; JOISTS WHEN FLOOR FOOTING SECTION "A" Zs - ...- NAILING PER I 40 FRAMING IS PARALLEL TO a'-1 3/8" © 'y X SHEARWALL PONY WALL / -- - SCHEDULE II 8'-7I/2" 8'-5I/4" O = 5/8" DIA ABOLTS �� PROVIDE ONE ROW OF u 5 7/8 -I 3/5 - 2X4 BRIDGING FOR PONY �% II Q Q Q PER SHEARWALL 26 BRACES O WALLS LESS THAN 7' TALL. Iliiiiiiii11 \, _J SCHEDULE EMBED 48"O.G. Y/ ) PRVIDE TWO ROWS OF 7" I6d EACH END EQUALLY �.�j+ ` 2X PLATE SPACED 2X4 BRIDGING - IZONTAI' WALL 3"x3"x3/16" FOR PONY WALLS OVER 7' MATCH FOOTING BARS REINFORCING INTO STEPPED FOOTING \ \ 0 = PLATE WASHER TALL. 2,-0" L , , !,, � f el \ IIII IIII '" I ENDS OF TO SIDE WALL N 2-0" I ZONTAL I III IIIIWHERE HORBARS ARE . 11111111111 TYPICAL ' I —ill --: SSTUDS VW INKERS (3) I6d ��= SPECIFIED,PLACE BARS IN STEP. FOUNDATION WALL iBOTTOM OF FOOTING WILL NOT EXCEED ONE UNIT - PER DETAIL 1/1.1 ,' X z N VERTICAL TO 10 UNITS HORIZONTAL ` _ • x BRACING NOT REQUIRED AT PONY _ -- iv WALL LESS THAN 25" TALL REFERENCE ADDITIONAL PONY WALL DETAILS FOR HOLDOWN CONDITIONS II�1III TYPICAL PONY WALL CONSTRUCTION WHERE GRADE REQUIRES STEPPED FOOTING DETAIL 0 SCALE: NTS O SCALE: NTS NAIL DOUBLE STUDS TOGETHER PI/ 16d O 6" 0.6. NAIL SHEATHING TO Lnwlio SHEARWALL PER PLAN AND (2) STUDS PER EDGE SCHEDULE NAILING ON SFEARWALL SCFE J _ - HTTS VW V 7. ,, - 6 (26) I6dx2l�" NAILS ytix .I t:,+ (.I62" DIAMETER) , INTO DOUBLE STUDS If N., G t N eJ 44,4 % ALL-THREAD �c- / 23/ r,,, 1' - SIMPSON CNW% COUPLER j ar ORE 0'S,9 °- 2s,�9�`V.E� GFS V(:) ;\ I' 'I I>xrmEs:6/25/ i i 11 II ' A. BOLT it 2/ � P PER ER .. SQUASH(2) 2X6 VBLOTICALCKS 8" 5'-0 I/• " 5'-8 3/4" .21-0 1/4" s 7/8" ADDED TO RIM 5 7/ SIMPSON SSTB24 ANCHOR 07/07/16 � f III+]l SII I I \iI I r , 84 EA. SIDE OF HOLDOWN HOLON PLAN 'A 1 ( 151 SIM) lil O HTTB DETAIL SCALE 1/4" = 1'-O" o2 SCALE: NTS 15"DEEP CABINET OVER MGROMOOD NOTE IB" TALL w/50'UPPERS 0 14"TALL w/9b'UPPERS FILLER CABINET SIZES' PROVIDED SO'TALL W 42'UPPERS FOR DESIGN INTENT - VERIFY , Z FILLER 15" 33' 30` 24" 21" 39' !2' 24` 36` 31" 30" 39" 15' 12" /\ < _ y / / / / r / / / / / �—� / / WITH CABINET SHOP �' DRAWINGS Y I N\IS -_ ` 2'-4" W Z ii CC IA Nt 0 coW } i i \\ '\ i / / �. .� =ci / i c� > i �� \<s.,,...' ' ��a \ 10 10 I . 10" t� Z 1 \ _ytm. . i v 1 .N.„••• / i i i \ • DRAWERS—/ el _ P4 m �� \\` i I G �� i �� i �� i F �\ iFaqir REFER' •�\ • �� mR �y (r\ Q N. i, V \ \ .0 3 - � r 1�■w� v II:F.714.N v v -b'-9" MIN FINISHED FINISHED bxb CORBEL 12" 12' 01.1111000.4WA- --r.-. .--- --1`.■•-- � \\ -CIANC�PER UW1�•. F�16HT OVEN HEI6NT r L ��.� \ \I �J Z la_ zi) OPT 3� 0 yT�' 1 \ oPENIN6 ,- - OPEWNb • i-- r. `\ �� i \\ i�� i, i,�^\\,� �\� DW ,��^N SUSAN .—1 `� •� i \\ i •\ _ •' + ■• _ \ ~' �L'�.– -. IN ,/� DOOR _I �- 3 C C X C C �,, ,) CORNER a ■ . : ; (2) 3/4" LAYERS o W (t Lgi \\ i \\ i `� i \� \N �" \\ i \\vi CABINET I4 4 \\ i \\ i �� _ ►•�_ OF PLYWOOD \ J �- LAZY .. .. ` .. 14" 33' 'Y 12 ! 24' \ 24" 24" 24" \ 24" -'� 30 fl2" I' Ea (3) //° ■ r a r4L2'tra ■ / \/, / Dr WSUSAN 4 30 .24 .21 36 21 30 �' .�✓ I / . / !N4 DA .2 O 'T ■ MAN RR / / / R CORBELS Eo ILLER FILLER OPT. S/4 BATH MICRO BUILD OUT DETAIL KITCHEN I; OPT KITCHEN KI TGHEN0 KJTGI-SEN !BLAND D • • SCALE 1/4" = 1'-O" C ' O� SCALE: 1/4"=1'-0' 4!) SCALE: 3/4r=I'-0" ~ o SCALE. 1/4"=11-0" or SCALE: 1/4"=1'-0" B SCALE. I/4"=I'-0" SCALE: I/4"=I'-0" In .INE OF FLR ABV C� f \ , 35�-0.. OP44°x44P4 Q NOTE: ` a a / • - - - - .• _ - - _ I6 IO / 1812 0 2 n 1 I TYPICAL EXTERIOR WALL TO BE _ CONSTRUCTED PER SCHEDULE PAGE �� N _\1( �_ 3'-0 I!2" 4 I/2" 4 1/2" I'-9' Z'-II I/�" pm ti) i cw 1 r 1 I.I AS P6 SHEARWALLS UNLESS ,�—� , V \J NOTED OTHERWISE P4 K) ....1 P4 �'Qcr I .26x56 5°x56 26x56 U � SH FX SH �:L LINE OF FLR ABV _ 0 E ° N KITCHEN ) �--\ -- - - - - v _ \ \ v N HS O 60x00560. - - - - - - - N I OM g-1 6 0I hi ixb HALF 0 ) % pi DN 5Rrigilit . ... 'ri o WALL +� oW Cr ° in w ■ o GREAT ROOM `t NOOK 54a o • M 4'-0" V GPT HS d1 5 Q '� mai_ Kn• r- mlTIEK °0 2x6 FURRED b'-5 3/8" 6'-0 I/2" 6 5/4" I N WALL _ ace -$ I/2 _ .� O FURRED! /\ o F NTH ROVED r I I �■+ / r P AND SNS AT 0 '--' ;�j` 6b NED HEI6HT i + DETAILS ON DT) \ 4'•-O" a -'\\ O 2x6 HALF WALL •�\ ;.. OPTIONAL � ;:t +36' W/ 12' SOFFIT �� _ \ SCALE I/4" = I'-O" WITH WALL OVEN -t =:fi .. e\ii � � � i i i ( 3 21-1 I/2 � ( i \ i . . . . . . . . . • NOTE• -. N --\ \ `1 ), ' m 2x6 jAe. . .. .. .. .. .. 43- i _ SANl2 S�FIT— \ ,�— /\ go BF /\ 1 AS in ALL INTERIQR NDN-BEARING WALLS SAT}" A _ \ swil `'Illr CONSTRUCTED WITH2X4STJJDS24 O.G. _ H52,-24511:4. I ' \ \ HALL „ - SEE SHEET I.I, 1.2, 3.1, 4.1, AND 5.1 cn\ 0 3 IL 44\ O J U! -4 FOR OTHER STRUCTURAL DETAILS N © _ m - \ , , H J,,. \-2_/\ CONTINUOUS BEAM OVER WDLL AND SHEAR WALL CONNECTIONS - S+EP ' -A O r = - DINING - GO PER PLANS. NAIL SHEATHING TO 't �-- _ V BEAM WITH 8d r 3'c.c. WNL ALL WINDOW HEADERS P-10" A.F.F. WITH q' PLATE ! • 0 ' GPT �OO' 24" 0 EACH WAY. OPENING \J)// UNLESS NOTED OTHERWISE 10 3/8" P4 TYPICAL EXTERIOR WALLS TO BE \/309F 00 r i �x q'-3 3/4" 9 7/-" 5'-0 3/4" 3'-5" •'-6 3/4' 9'-I11/2" . q'-0"GMSTI4 HORIZONTAL STRAP UNLESS NOTED OTHERWISE 4'-3 3/4" 5'-0"/ y :4;'?AT SI PROVIDE.2 X 6 FLAT Pb5hlEARWALL ASSEMBLY d1.N.0. _26 1 Q =BLOCKING W/O 8d NAILS SEE PAGE D5 FOR WINDOW INSTALLATION �\ 5•J5'x12" to EACH END DETAILS DEN 2 O SOFFIT Q 2 °72. O SPACE NAILS r 4' o.c.UNDER PINDOW GPT n — — INT LOCATIONS o �, �i, __——A. DROPPED BEAM �, p -6SA11—Milieblzx �FLOOR GOV�RING �. � GPT'- DENOTES CARPET m HB Ir ,= w + Ig=1 H5 - DENOTES VINYL, HARDWOOD OR TILE -,-' 11111MPIE mSEEPR0 EGT SPC-GIIGATIONS TO VERIFYIIIL!UP I6R FLOOR SHEATHING \11_ A DENOTES FLOOR COVERING BREAK I __ 1 560 - I GARAGE `r Pirill g GMSTI4 DETAIL. AT WINDOW OPT . - E3A ` : 0 I�o SCALE= I/2"■1'-O" , a - (At SCALE 1/4" = I -O 1 1f1,gf1 , ,n �, _ \x PWDR r p 51-5 1!2" 2'-1 I/8"I ENTR \ PI H5 \I I 41> kf 'I b 'j 3° 5'-5 1/2" 2'-7 I/8" �EN I ELECT METER • ` 26 II G DEN 9 x . _ 3° - ---- —� GPT _ O STB 6' PROVIDE TIGHT FITTING t I = DEN , 16x7 0 M.D Q in O 1 3/6" SOLID MOOI O GPT ._. STS • 6' �V MAIN FLOOR KEY NOTES DOOR (20 MIN) I -24" RETURN 1/2 WALL OR RAILING PER DETAILS 10 EXPANSION TANK AND ��, HB z - _ O L-_ (TYP) PRESSURE i LINE OF FLR ABV O a MASONRY VENEER ONLY WHEN SPEGb 7' 1�5.. _ ON D2 RELIEF VALVE TERMINATING OUTSIDE. a c I f,4 EXHAUST FAN, VENT TO OUTSIDE �—\ _ � - HB-I- (SEE ELEVATIONS PAGE 6.1) S t�4 ALL SOURCES OF IGNITION TO BE 5°xb° Ql� O BATH OR LAUNDRY FAN 50 GFM II A MINIMUM OF IS" A.F.F. PER DETAIL 14/DI • ^ XO a 'cvc, , i h „de. LIGHT-FAN COMBINATION 80 CFM / \ ..,5 . p ROOMS WITH BATHING FIXTURES, 80 PROVIDE SEISMIC STRAPS AS PER - - - gox 6° - - •- .. �' GFM WITH TIMER O DETAIL 14/DI O � '-IO 1/2" I II PORCH XO eta;I- A / f. 23 SMOKE DETECTOR (IIOv� INTER- 7 I joti 0 ORE O CONNECTED w/ BATTERY BACKUP. OCCUPANCY SEPARATION - I I _ 13 THE GARAGE SHALL BE SEPARATED _ CMSTI4 AT WINDOW 0 '-IO 1/2"� 11 0 '�, q9` SPACE4" CRAWL _ PORCH Q �,� ��,� ,�` CD INSULATE88" x2 AND WEATHER-STRIP AREA BYTHE MIN. 1/2" ITS ATTIC 9 r d ill __ __ I I �4 IS V 1 /2 THE GARAGE \ ,I_�_,I Il I II GMSTI4 AT WINDOW SHALL BE SEPARATED FROM HABITABLE _ al �:17LPBtES: 6/2�/ C.7DIRECT VENT FIREPLACE ROOMS ABOVE BY MIN 5/8" TYPE 'X' GPO ; O VENT TO OUTSIDE WALLS BEAMS AND COLUMNS SUPPORTING �� \ THE ROOM ABOVE SHALL BE PROTECTED 13/4" r " I `r I I 6 COOK TOP, '/ENT TO OUTSIDE BY MIN. 1/2. 6W15 OR EQUIVALENT. 9 3 1/4" _4a 5-0a 3 3/4-/ / � �--1'_2 3/4 KITCHEN FAN 100 GFM FIRE TAPE ALL JOINTS. PROVIDE MINIMUM 36" x36' 10'-4" 5'-3 3/4" 13/4" q'-3 1/4" I'-4"� 5'-0" 5 5/ "� 1'-2 3/4" Ib'-O" I'-8 I/2" / O LANDING AT ALL EXTERIOR DOORS 14 CARBON MONOXIDE ALARM 351-0' 10'-9" 5'-3 3/4" 18'-11 1/4" 0 NOT USED 07/07/16 15 1/2" GAB ON WALLS AND CEILING OF STORAGE AREAS i 351-0" Ib APPLIANCES IN GARAGHI6HE FOR MA I I `� OOR A ELEV . 113 1 frIA I I `� FLOOR F ELEV . I A 1 GAIRAGE OR 1116 sf 2 465 sf11 SCALE 1/ = I'-O" COVERED PORCH 158 sf SCALE 1/4" = I'-O" COVERED PORCH 144 sf D 51MP50N MST STRAP P� �— GENERAL FRAMING NOTES! ES SOLE PLATE NAILING PLAN IN/Ibd SINKERS EA. SOLE PLATE NAILING P�5GFE>>�.E END INTO DOUBLE STUDS , iCC PER SOL SJLATE NMLII ,I• j �_s•1 vi/2x BACKING • ALL HEADERS TO BE 6'l0" AFF UNO W 'r" SOLE PLATE NAILI I SHEARWALL =►- , ! _ I6d• 6'oz. • ALL AND BEAMS TO BE DFM2 OR HF•I PpZ 5GFEDI�E NAILING j 'I, (2) Ibd TOBdAILS FROM • UNLESS NOTED OTHERWISE W z O . v ', • HEADERS REQUIRE ONLY ONE TRIMMER STUD oa RIM JOIST `.,...-......."•=4111 r I TRUSS TOP CHORD TO LEDGER W 11 +_ CONTINUE SHEATHING TO EACH END, UNLESS NOTED OTHERN415E Z 131x9' TOE NAIL P PLYWOOD 1 • PROVIDE BLOCKING BETWEEN JOISTS OVER ALL < t BOTTOM OF RIM AND NAIL d" " I ON RIM JOIST -```'I�n =•' NAIL SHEATI�IN6 TO I • 6 OAC. SiI i ;I �;; --•--s� STRAP I�� AND 5FEARWALL 5UPP�?T5 QDOUBLE STUDS PER ►-� TYP.VBITED BLOCKING " Z S^,� , LPT4 i ASS PER , EI sENAILING ON Sd• 4" TE • ROOF FRAMING MEMBERS TO BE a 24 O.G. +,i► 5HEARWALL - SGHfEDIJr.E SFEARYW�.L SGF�U� t+� 4T.II JOIST 'f SPAGII� BETNEEN HOLESU�1LE55 NOTES OTHERYr15E W �. i NAILING `. OR RIM I1 •®INDICATES LOAD BEARING INTERIOR WALLSSIMP50N LTP4 iSOLE PLATE NAILING SHEATHING AND NAILINGPROVIDE SOLID S X STUDS +I* NwIEDULE y % ••••••••INDICATES FRAMED WALLS ABOVE w > to N oWr a� N PER 1 1 PER SCHEDULE p SLE AT ALL PAPE. +I, ► • FRAMER RESPONSIBLE TO OFFSET JOISTS FOR .J - d- SCPEDU_E ADJOINING EDGES OF P2 SFEARWAIlS •I LU524 -- OPTION TO ELIMINATE A35/LTe4 CLIPS .1. PLUN�IN6 DRAINS J I-- SHEATHING AND 2x6 PT.PLATE NAILING PER 3"x3"x0AT P6/I'4 -1--� PER PLAN W/IOd x I i/2"NAILS • AND ADDITIONAL DETAILS L SCHEDULE WALL OR BEAM 51 ROC• 24'o a. W SCHEDULE PLATE WASHER SOLE PLATE NAILING.2241 LEDGER OPTION O 5/S' ABOLT5 PER IOd 1 4' O . EDGE NAILING PER PER SCHEDULE SHEA :MALL SHEATHING 4 SIMPSON H23. 24 oz. • HhAN6ER5 AND CLIPS IN CONTACT WITH P.T. LUMBER IY 4' NAILING PER PLAN TO BE Z-MAX COATED. u 5HEARMWLL SCHEDULE --------------- ----_ SW SCHEDULE Ibd • oz. EMBED 1 MINTYPICAL HOLDOWN STRAP AT FLOOR TYPICAL LOW ROOF FRAMING RIM JOIST ALIGN JOIST OR Y i=` 1 O i I CI NTS © NTS BLOCKING OVER f l NOTE: o r h TYPICAL EXTERIOR WALL TO BE r � .151x3• TOE NAIL II11 1L CONSTRUCTED PER SCHEDULE PAGE 0 2 • b OCG. ff .131x9' TOE NAIL !i•--_-_--... 3 N 0) • I.I AS Pb SHEARWALLS UNLESS Elm r— • b o,C. �` I NOTED OTHERWISE NN r \---\ i g II 2X4 PLATE 0) r0 -4 II SIMPSON LTP4 I ---- G� 3P' 5x.22 ' CC WI-1 r 1 PER S EARI~ALL ISI1f1I I � ---=111 - SSE 3/8 ABOLTS PER ADD JOISTS AT WINDOW < 1c I It t INTERIOR SHEARWAyL I Q .IAwrBs ABOVE Q 0 N v N \---- LAYOUT , `'� OFFSET JOIST I-1/2" Z = a N �c STARTS -. , °' FOR PLUMBING LINE 0 0 1 HERE '.i-I/8 X q GLB CONT. S` I 10d• 4'oh. NMBERSTRAND BLOCKING ry � �� y �� ' o • +, Qf I I I! I 'PIN;� ( � * AIII I RS• 92'oz. ` �PER PER PLAN LUS I64 TOE-NAILS. 6"oz. - ►I► am ENE W O .diYnI �II NI 1 0 •T TT � TT � � .� I,, - °°P6 AND P4 SHEARWALL P2 SHEARWALL �lill I `„�� ; i; �� m0 © 0 111 TOT ' 1\ ,_ o • 1 illi) STRAP PER PLAN IV X Mr � Pi 10d COMMON NAILS, - INSTALL PRIOR TO 4 �ISETTING BEAM li•wii) 1111011111 €5 NAIL SHEATHING TO I 1111 t�'1 NAIL OSB TO STUD PER STUD PER EDGE EDGE NAILING ON II X to I/2�,.eNAILING ON GSI6 LONG STRAP SHEARWALL SCHEDULE TIE BETWEEN BEAMS — _ 1—�r- 't w�o�. SHEARINALL W/ (18) NAILS TO STUD 6 T. r 0 SCHEDULE. d (18) NAILS TO RIM. NTS +' , 1111 " (.148" x I VZ") NAILS. SOLE PLATE NAILING P� ' m.....w. wilellimil• 111(t GSI6 x 48 LONG � . _STRAP W/ (18) NAILS FILL EVERY OTHER SFEARWALL SCHEDULE 0�� 2•4 FLAT BLOCKIN6 TO STUD E (18) NAILS �- HOLE OF STRAP ON •ox �� UPR SFEARYW4lLSTUD. r IOd• 6 G It I ;1 _TO JOIST. (.148 x I SIMPSON 6514 STRAP ,Ipir _,111" I! ��I/2") NAILS. FILL * *8x2" PLYWOOD W/ IOdxUfi' NAILS • 4" oz. P I •1r 1 all EVERY OTHER HOLE " BLOCKING SCREWS • 6" 04. li" DEEP ROUT IN PLYWOOD Olig F STRAP ON STUD. ,A A BOTH SIDES FOR STRAP TO FIT FLUSH.DBL _TRAP rGAIN (5) Ibd FADE NAILS � NIHON(. SIMPSON A35 � L , mum:: n Ia +�i L 1__ n V_ •IiI 4.1 I O + 0 BOTH SIDES OF i u ' II _ I JOISTS AT HOLDowN = J JL_ _V I Emir ei I 111 TOP PLATE NAILING PER _ _� � �' � _ I• - O SI/4'50N HI6 -'C- '' .- � _W' 2x JOIST ONE SIDE OF , SHEARWALL SCHEDULE Mill 4'-b I/2" ,� I: .,�w7 i� ami_ i _ _� t (1LU521O-2 JOISTS AT HOLDOW*t Ofill _ �I I I f�� I. III 010 t� HAPS 2x6 FLAT BLACKING �, CONSTRUCT -�- A 9FlARWALL PRIOR TO TYPICAL HOLDOWN STRAP AT BEAM OR HEADER BELOW0 FLOOR STRAP DETAIL zCr 11 • FRAMING STAIRS Q NTS NTS 0_C ;fl d� N� 9-3' pjiq 12g m X N\ q 111 ( 12 0 OMIT HEADER WHEN •0 Iei p OMIT HEADER WHEN, di I OI! ' OPT. 3/4 BATH IS P• - SPECIFIED � OPT. 9/4 BATH IS '1 • gIII • SPECIFIED I.- d "7 2x12 (V x 2x12, US210-2 `r Tc LU5210 a II �M�L. �k a m -4xIOt IMx10' ATT TO BEAM mi 4 10 RIM 10' G514 x II'-0" FLOOR 2x4 FLAT • - A AGH T• w/ (3) SIMPSON ASS UNDER 0514 x II'-0" FLOOR 0 w (5) SI • STRAP �1' t3) axe) a ;� y STRAP �m fe) 2x61 �� j�. 9.1 gg . - t_gll , , ,_ .. UV 1111lI -x. Millti HUG4$ }- 12 n 1�t...... 10111111 nil I I, H�x.48 �® POff+ 3.1h Ii s S s s _ I x + + ��. �s \(‘° �� S"� .. h `�/ + i _ ® n Et ii a� C, �� 5-1/8 x 4 (56) 10d NAILS AT II I gik . 123 I/8 4 •� �I f I I © OW 10d NAILS AT '� r'- i-r--- rnr-- "' STRAP TO 4x10 RIM PROVIDE - D BLOCKING AT ALL OFT . MAN OOR i. ., (�M G .� • STRAP TO 4x10 RIM .s. .1. L�_ __ .! PROVIDE ROOF -' • KING TO BEAM Ibd • b"olio. HUC48 �.t 1 5It4 CANTILEVERED JOISTS TOENAIL �oR 1�� ' K v '„ 1 mance ROOF BLOCKING TO BEAM Ibd • 6"o.G. ' ` TRUSSES AT LOWeR SCREW FLOOR TO BLOCKING • b"olio. SCALE I/4" • I'-0" °� , Q I �► �� ROOF FRAMING / I Fip FRA LOVER SCREW FLOOR TO BLOCKING • 6 o.G. 9 'L�S VOA 0 11ROOF nr 9 9Alm III I lT ! Alir III I - �Iri ' O ERFRRAIM1NN6GATE5 I ~I '` SHAM - I•N CATE9 I EXPIRES: 61 51 4x6 I i %IIIUSE COR-A-VENT al all ONNIIIIMIMI I=r lir �- A i �-! IN-TIENT IN PLACE �� 4v1-11 I EAVES .. ► j I: , PROVIDE 4' .a PROVIDE 4'STRIP AT RATED SAVE PROVIDE 4' -' > 111.1.11.11.111.11. GOR-A-VENT CONTINUOUS RIDGE LOCATIONS ONLY GOR-A- CONTINUOUS 4'RIDGE CONTINUOUS RIDGE IN-VENT VENT • TYP. IN-VENT VENT 0 g 07/07/16 PFER FLOOR FRAMING ELEV 151UPPER 'A ' 3 0 1/..1 �OOfi�' SCALE 1/4" = 1'-0' SCALE 1/4' = 1'-0" GLAZING SCHEDULE 'A' 4 'B' ELEVATIONS LOCATION TYPE L VALLE WIDTH HEIGHT MATERIAL 0 \ \ 12"3H LF DEN X0 NFRG JJ=0.35 5'-O" 6'-0" VINYL - DOUBLE GLAZED - - SHF-LF • POWDER *2 XO NFRG.0=0.35 2'-0" 2'-0" VINYL - DOUBLE GLAZED CC IA I- w Mptl�GR \ I i MINKCSI DINING FX NFRG V=0.353'-6" 2'-O" VINYL - DOUBLE GLAZED W CO (0 DINING FX fig,V=0.353'-6" 2'-0" VINYL •• DOUBLE GLAZED LU -�� \ , = COUNTER TVP.- \ GREAT ROOM SH NFRCJJ=035 2�-6' 5'-6" VINYL - DOUBLE GLAZED Z ( O) \ �� \ -fix- GREAT ROOM FX NFRG JJ=035 51-0' 5'.-6" VINYL DOUBLE GLAZED - Q '4. • NIS I!?ii ,�"``,..).":—•,..........//:;-.`. WASH NDRYER I GREAT ROOM 5H NFRG U=0.35 2'-6' 5'-6" VINYL - DOUBLE GLAZED N ' �. , \ /�' N I NOOK S.G.D. NFRG dJ■035 6'-0" b'-10" VINYL - DOUBLE GLAZED = Z e— •\v,i . �Vi N I KI TCHEN 4j tr) N. \ ' \ &----T-� \ STAIRS FX NFRG U=035 3'-0" 4'-0" VINYL - DDOUBBLLE GLAZED Z W (C) ' NI- IS" 30' IS' so. 1184 50" 30' le LAUNDRY SH _ NFRG.U.0.552-0" 3'-0' VINYL - DOUBLE GLAZED CABINET OPTIONAL MSTR BEDROOM_ XOX _ NFRG.V=035 b'-0" 41-6" VINYL - DOUBLE GLAZED HALL 1 BATH wsTae OATH MSTR BATH *I FX-59 NFRG U=0.35 41-0" 41-6" VINYL - DOUBLE GLAZED o W >> N BEDROOM 2 XO NFRC 11=0.35 51-O' 4'-0' VINYL - DOUBLE GLAZED -I J �- B,4TH #2 MASTER BATH UTILITY BEDROOM 3 XO NFRG JJ=0.35 5'-0" 4'-0" VINYL - DOUBLE GLAZED 'd 4:1 0W " " 1/4"0110" BONUS XO NERC L=035 5-0'� 41-6" VINYL - DOUBLE GLAZED � � m © SCALE. I/4 =I-0 SCALE: I/4 =I -0 SCALE. - BONUS FX NFRG V=0.35 2-6 31'4' VINYL - DOUBLE GLAZED 0 D ‘Nor OPEN TO BELOW FX _ NFRC 4J=035 21-6" 3'-6" VINYL - DOUBLE GLAZED NOTE: BEDROOM 4 X0 NFRC V=0.35 5-0" S'-b' VINYL - DOUBLE GLAZED CABINET SIZES PROVIDED * OMIT WINDOW WHEN OPT. FOR DESIGN INTENT - VERIFY 5/4 BATH SPECIFIED WITH CABINET SHOP Z 0 DRAWINGS O) 35-0 0 = N 0) Ilmi v) 1 r NOTE: 1 141-6" 10'-b" q'-IO" N O) NN TYPICAL EXTERIOR WALL TO BE CC- CONSTRUCTED PER SCHEDULE PAGE / 51_4n , 51-0 I/2' / Q Q I I.I AS Pb SHEARWALLS UNLESS . U E 0 (Ni `NOTED OTHERWISE z I 0 - (i 6°x46 40x46 O C XOX FX S6 w CrJ NOTE: -�. 1 I , I . . . •p ■ �+, Q ALL INTERIOR NON-BEARING WALLS EGRESS S i R rzN IM N 1- Le GONSTRUGTED WITH 2X4 STUDS 24" O.G. N1019 6-4 i�" � r , _ p ■ n00 ■ " MSEE SHEET 1.1, 1.2, S.I, 4.1, AND 5.1 in o bOx42I ;,t = Q .I„ FOR OTHER STRUCTJIRAL DETAILS ing co AND SHEAR WALL CONNECTIONS, Q o0 At to ' SHEAR WALL SCHEDULE PAGE 1.1 TUB mu(TYPICAL EXTERIOR WALLS TO BE 'g• - N VB AFF Wi•G, Pb SHEARWALL ASSEMBLY U.N.O. MASTER. BATH #I 128 CPT 12 ALL WINDOW HEAD6R5 610 �`'y" A.F.F. 1` I- I 1.19 51-4 I " -N"'- UNLESS NOTED OTHERWISE MASTER BEDROOMAIM -�o GPT 6/4.1 , r P r FLOOR COVERINGS ; \?4 0 �� „ 5 : R CPT DENOTES CARPET I I HS - DENOTES VINYL, HARDWOOD OR TILE TYP I CAL BUILDING MATER I ALS _ cP . .-cwM. E.t,llY EV2 WM.��t i s ti�it�f% f�!!�1`itil a��A�tir1%tii4v4�i�it.�'iritti�tiIs��itlt i lite'/ is titi�'it I.fits��iti�.t SEE PRD. GGT SPECIFICATIONS TO VERIFY c--17" \/ by eF \/ ROOF _ CL6. INSUL. I NI- - - - - - _ DENOTES FLOOR COVERINGBREAIc [)3]® COMPOSITION SHINGLES ON 15* BUILDING FELT - - - - - �TPplil A-11-1 -5.141/2" TN = '1/16' OSB SHEATHING ° .1 " ii FRAMING PER ROOF PLAN w Q L 8 5 1/2 5-q 7 1/2 2L11" 4- I/2 7-q 1/2 jun u O ::::::B R-Sb BLOWN OR BATT INSULATION / sr C d VAPOR BARRIER A E3EDROOM 5 Q o v 1/2" GYPSUM BOARD CEILING HALL b 2b N- . '- - F# ��_ # OBEDROOM 2 EXTERIOR WALLS .. - - 4 -- = \ /2s` GPT WOOD SIDING PER ELEVATION WALL INSUL. :: TYVEK DRAIN WRAP OR EQUAL _ _ _ _ _ - _. _ LAUNDRY 10 =''' CPT ro i- 1-;..,z t•,„:1 g PLYWOOD OR 05B SHEATHING �� " � _ in � - t�yy�it�4t�titJit�,r�yr�t�t�r�r�r��t�t��,t,��t�te��tt�t��itttt�bt�t�/ft�t,�t�yt�tt�t�rtttt�ttttttttrir�ttAtp�r _ o H' � � � j �iS s ry2x6 STUDS Ib ot. - y - - - il M O E 4avi (n R-21 BATT INSULATION w VAPOR BARRIER ;� 0 �; T cid' I tai 1/2" GYPSUM WALL BOARD - ' _ - �: -' t�V N/4.1 •'= - - - - - - - - - - - 2`-b 7/8 11,_7. n 0 oil FLOOR _ _ ' ' HALL .,� - 4 'N� O 4 '•' = --'� a I GPT' . �.► "O FINISH FLOORING PER SPECIFICATION = - N I D I a W I e, F m O I' g/- ;�;� 4" e 3 - 5 5/4" T 4 6 SUBFLOOR (05B) „.. 1111111 AR • G E -I DRO© 2 FRAMINGIii PER PLAN s m y� 'n O v BE M #5 0 0 GPT R-30 BATT INSULATION w/ VAPOR BARRIER '� •:_* CLOSET I-FLL. NIAI : a►'ti��ri " i's m A& Do 4 e _ . l - — _— WWII ® g Fa 0 ... LI %'0 in 1-11 ligi '# ttn tt t rtt� tttr ttl tt`r �► t� rrt ttt� t" rrtr tart ttt ttr t�►� tttr t �1 eftr ►� �tt� ti�� t�r t� ' II,:(, 1v 41i1 61/1 iii. NI 1111 1i�1 NIS 1111 1111 1111+ 111,. 1111 N11 6 1; 1/1� 1611 IN1 1111. 111, iN1 N11 le El 6111 tO In u- \ — L-� -� o FLOOR INSUL. to 6'-q' /2' O ,'-5 1/2 14'-2 I/2" 0 / U °UPPER FLOOR KEY NOTES = • -- '" �y� seR O n, 26 , 0' Ib" MIN. CLEARANCE _ � rzo 6 MIL BLACK POLY O 1/2 ON D2 SL OR RAILING PER DETAILS ;41 WIC. ill OQ P 12" MIN. CLEARANCE EXHAUST FAN, VENT TO OUTSIDE _I CPT s O BELOW BEAMS O BATH OR LAUNDRY FAN 50 CFM inin b et\ LIGHT-FAN COMBINATION 80 CFM 2 'A ' l,J ( LI N 6 SEGTION ( 'B ' SIM •) ROOMSTHBATHINGFIXTURES, 80 �- <OPEN BONUS AOD 2b n TO GPT SCALE 1/4" = I'-0" O SMOKE DETECTOR(110v.) INTER- 9802 CONNECTED w/ BATTERY BACKUP. ODRYER, VENT TO OUTSIDE DRYER ALWAYS RIGHT OF WASHER. ff O 22" x 50' ATTIC SPACE ACCESS 13- I_i 1_I ry t _ INSULATE AND WEATHER STRIP 0 BEDROOM *4 bFX ' GPT 1 0 NOT.USED 504 b - - - - _ cNs,: cc.. P RQJF�x .is A u- 4.+d O NOT USED EGRESS cc /in P6 A6 1 1 .- 3 ;. O8 NOT 1J5ED P6 AA 4:16 A 4E'S V y t• V © •, (EXP,IRE5^ 7 I 2'-101/2" lEir I'-3 I'-3' 4'-7 1/2" r - f TVP. O CARBON MONOXIDE ALARM D 4'-10 1/4' 5'-I 3/4" INSTALL 9'x14' AIR GRILL ABOVE LAUNDRY 0 ` 10 ROOM DOOR. IO'-q" IO'-0" 14'-3" / S51-0" 07/07/16 , IIUPPER FLOOR 1545 SF UPPER FLOOR FLAN A ( 'B ' SIM) d II] 0 SCALE 1/4" = I'-O" SHEATHING AND NAILING GOR-A-VENT IN-VENT. INSTALL 566' PER SHEARWALL SCHEDULE FROM EDGE OF EAVE. PROVIDES 6.15" TYPICAL ROOF CONSTRUCTION SQ. IN. NET FREE VENTILATION AREA ROOF EAVE FIRE SEE BUILDING SECTION PER LINEAR FOOT. TOTAL MECHANICAL RESISTIVE RATING 0 I -r AREA r-6•&1-0• HRS PROVIDED NO BAFFLE TO PROVIDE I" MIN.VENT SPACE BAFFLE TO PROVIDE I" MIN.VENT SPACE YT BE �, 2x6 BLOCKING w/ ABOVE CEILING INSULATION FOR GROSS ABOVE CEILING INSULATION FOR GROSS wow r•eA �Iba° PLANT FABRICATED WOOD SHEAR . W 0 (2) Ibd FACE NAIL GABLE VENT VENTILATION. BAFFLES SHALL EXTEND 6" VENTILATION. BAFFLES SHALL EXTEND b' - �`�\---��'I °�AND Io'w� ROOF NAILINGH146 W/ FRAMES EDGE TO rel METAL CONN. PLATES. W z " i SHEAR FRAME EACH FRAME TO RESIST 500 LB.HORIZ. LOAD w d -\ TO TRUSS CHORD I b"oa. ` PLAN IAL VERTICALLY ABOVE BATT INSULATION AND VERTICALLY ABOVE BATT INSULATION AND •�\' TVP. ROOF 12" ABOVE LOOSE FILL INSULATION 12" ABOVE LOOSE FILL INSULATIONACUP OR ANGLE FASTENED TO n ___ ,' `� -S C� CONSTRUCTION 1 TRIM TOP PLATE OF WALL• 16"oz. ' `1 ' _ Z 0� IPER AEV. SIMPSON RBG SPACEDPERPLAN STMPSON RBG SPACED DESIGNATED LOCATIONS PLAN BOTTOM CHORD ` lid x T n'''.7 T T 1 , V Q Q 1- TRU55 AT DESIGNATED /� PER ELEV. R LOCATIONS ALL OTHER LOCATIONS ��! �� ALL OTHE L SIMPSON RBC • 48" o.e. arms offer 5.-0* eTroRl OR vrrowc PEPI Z GIBE RATED PLYWOOD ON t SIMPSON RBC • 48" o.c. .� _ �, Ln � F MTH UNDERSIDE OF OUTLOOKERS w/ IOd x 1 1/2" NAILS ....,, . 3• w/ IOd x I I/2 NAILS + S+Co) . Il IA Ni91�ATE It-4e BATT YIORK PLATFORM 15 tlQI of Arne AGGE66 g CO WHERE EAVE 15 BETWEEN 2' E ��``� \' '�, FIRST INSULATION) Rrlle®IF I•ula�Ge GAN DE (Amor se nom 20' SPLGE FRAMES TOGETHER _ I TVP. SOLID BLOTTING AT BRACING LONGS II / \� CUT TO FIT TIGHT TO r OPBtlN6 IRC MI90S.Is W/1/Ib OSB NAILED Ul �: 3' FROM PROPERTY LINE TVP. VENTED BLOCKING VERT. NAIL �tv�PIfOM AccE NV I'ImM n wk,E /" . THAN 6'-0'ADD Zx4 GABLE END TRUSS "' w/(4) 8d NAILS SPACED �- TO TOP PLATE/SHEATHIN6 FRANKS II-- • 5 o°c.STAGGERED ',b\.T , T 7 i I kik �:. X Ib 2x12 ATTACHED TO BOTTOM CHORD BY TRUSS MANUFACTURER " p W Ln I BTWN. THE VENT HOLES d w/(4) 8d NAILS FIT TIGHT ] C) N BRIDGING•6'-0.Oh. , , , 1 �I 't/16 OSB 5HT G w/Sd F !j �, ` r�/(?) 16d FAGS NAIL I I O b"oa.EDGE +t ' GUTTER -► � � GUTTER (TRUSS PERPErDIG1LAR TO WAW MIN. PLATFORM SIZE TO BE 4'x8' WHEN SERVICED FROM ATTIC 1 - Q - n 12'oz. FIELD 1� �� f ACCESS. 55(.8"1,1 WITH CATWALK ACCESS TO PROVIDE 30" PLATFORM • �. .n., I 1 n ` 2xb BACKING wl.131"x3'• SIMPSON H2.ST SIMPSON H25T �I CLIP OR ANGLE FASTENED TO SERVICE -- CONFIRM WITH PLAN. x r- m 131'x3"e6'oa. �� b" oz.GABLE END TO • 24" O°G. • 24" O.G. �� , TOP PLATE OF WALL•• 16'oz. i-- Mg` - W Ike BACKING (ZSIMPSON H25T• GIRDER I (2)SIMPSON H25T• GIRDER TRUSS BOTTOM CHORD, MSS ENGINEER ( ) 5( J \ I �!.�) U - I I 2x6 SUB FASCIA 0 1 SHEARWALL PANEL TO S UNA. EXPOSED TRUSS TRUSS U.N.O. TO DESIGN FOR 200 Ib. FURNACE FIRE RATED PLYWOOD ON _ i BREAK AT TOP PLATE w/ °YP. WALL TAIL ,. L UNDERSIDE OF TRUSS TAILS - �um� 3/4" PLYWOOD SHEATHING t x •e 2x4 BRACING• 48'oz. NAILING PER SHEARWALL SEE BLDG SECT. I u, flip') „ ,,, } SIMPSON A34 AT WALL SCFEDULE SEE BLDG SECT. _ SHEATHING AND NAILING - '' SHEATHING AND NAILING1r Nom. . (3) Ibd AT BLOCKING AT ROOF iI- TVP. EXTERIOR WALL PER SCHEDULE PER SCHEDULE VERT.SEE BLDG SECTION / SEE PLAN I FIRST II tft ' flfN SIMPSON A35. 12"oz. Z O O SEE PLAN FRAMING I " NAIL SHEARWALL BELOW (2 MIN PER FRAME) ";- '` LOCATIONS WHICH REQUIRE RATED NON-RATED EAVE CONSTRUCTION WHEN ENTIRE EAVE SIE RATED EAVE WHEN CONSTRUCTION WHEN EAVE 15 NEh X Ib • , 1 1 1 SHEATHING NOT 0 -� ,f r IS GREATER THAN 5' FROM PROPERTY LINE BETWEEN 2' AND 3' FROM PROPERTY LINE �1► �► 1 . �► �► SIMPSON LSTA36 /, ,' EAVES WHEN SPECIFIED. (`TRUSS PARALLEL TO WAW SHOWN FOR CLARITY - J -5 C\I 0) g 1 26-10d NAILS GABLE END DETAIL 0 TYP EAVE/TRUSS DETAIL NTS I,."-`°° `"{° `''`F EAVES ISr�cIFIED.I� RATED FLOATING GYPSUM CORNERS 24' oz. R-38 INSULATION, (TVP.) N. AT EACH END OF SFEARWALL FM. -.4:-.-L._ / CC O NTS TWO CONDITIONS PROVIDED FOR CONSTRUCTION *INSTALL SOLID BLOCK BETWEEN TOP PLATE AND SHEATHING NTS TYP. DEPENDING ON DISTANCE TO PROPERTY LINE / 96 / SHEARINALL TO ROOF CONNECTION 0CL I N bd.6'o.c.ENTIRE b'os.ENTIRE 4 PLATFORM 0 ATTIC FURNACE 4:) NIB 1 0c\1 LENGTH OF TRUSS LENGTH OF TRUSS NTS w ern N Z 0 CD 0 1 I 1, '1 �� "� PYP.ISO TYP.� w• ■ 0 TRUSS MANUFACTURER DS p 't� DS p D5 p OS p - TO DESIGN TRUSS FOR ', O ADDITIONAL LATERAL ALIGN 5-I/8x9 GLB 4x6 4x8 4x6 Lu O TRU55 PER PLAN, co;J � TRUSS MANUFACTURER SPEAR�2000LB OVER SFEARWALL �� '��-1- ��"' -4 - - -�I�-��, _ pp � TO DESIGN TRUSS FOR LTP4 - Aini ,,, .-.,-,,, d- LATERAL WIND/SEISMIC BLOCKING TO TOP PLATE , SHEAR OF: 1200LB 2 X 4 NAILER NAILING PER 5FEARWALL '1/16 OSB + W/Ibd• boa. LI- SCHEDULE I TO TRUSS Fp! 'AV /./ al iljr- 10 '• Sd• 4 oa. SHEARWALL PER PLAN ://1 , 1 ' 1 , ----rz //: SFIEARYVAI.L PER PLAN AIV SGHEUULE I 1 1 1 SGHmULE IiIIIMI IP AND ' iII [� I�' �� HIP MASTER r + SFEARWALL BETWEEN TRUSSES ;?I•IEARWALL ALIGNED IV TRUSS ,1 ;i L: SHEARWALL TO ROOF CONNECTION ANCHOR (D NTS L / • IROOF FRAMING NOTES ATTIC VENTILATION CALCULATIONS * �a� �`�� FURNACE B-VENT O r� • BEAMS TO BE DF •2 OR HF #I SIZE AS NOTED 1641 SQ. FT, AREA = 5.41 SQ. FT. VENTILATION REQ'D. TOTAL ' x °2:3s I I UNLESS NOTED OTHERWISE WITH ONLY ONE TRIMMER 300H°W° 6-VENT : H.W. B-VENT 1 1 t STUD EACH END, UNLESS NOTED OTHERWISE 5.41 SQ. FTS N 6A5 = 2.-135 SQ. FT. VENTILATION REQ D. 3-O 1 x „ �"""+�' I ��-dS • TRUSSES SHALL BE DESIGNED BY TRUSS MANUFACTURER 2 ABOVE EAVES FURNACE N I 1 48 x96 ,, ` I I x ABOVE EAVE VENTING - ELEV 'Al FURNACE B-VENT PROVIDE OUTLET ANL` I (9) .74 I I FURNACE __ PROVIDE OUTLET AND I • PREFABRICATED TRUSSES SHALL HAVE STAMPEDq" I ilii 1a TVP. I I PLATFORM I\ __1 ■ , �. `I.' � L I e rip. [1. zi 44 1 LIbPIT rv/ PULL Cl4A111 ROOF VENT AREA = .35 5Q. FT. i i i i I _IGHT w/ PULL GRAIN ° �-I '' '� SWITCH AT FURNACE USE GOR-A-VENT ENGINEERING ON THE JOB SITE FOR INSPECTION1 2.'74 SQ. FT. t j i i„ SWITCH AT FURNACE �` I I R I , ,I = 1.81--8 VENTS REQ'D. = 2.80 SQ.FT. N N I- to I I I°d1 I 35 SQ. FT. 'LATFORM IN ATTIC d1 PURPOSES. NO FIELD ALTERATIONS ALLOWED. , OF sl I I a `I PLATFORM IN ATTIC IN-VENT IN PLACE • TRUSS MANUFACTURER TO SUPPLY REQUIRED S= x , _ i X R __�� (-.1-- - VENTED EAVES TRUSS-TO-TRUSS HANGERS AND ALL BLOCKING I ll r r-i r i „ , I r r-� r-� r ' �� . ,, 6 1`i; meq] [a1 �a ') , `c , _ , 1a r-1 r- i9 r , AT RATED EAVE Q (ALSO AT RAFTERS) 491 * ., I ' ,s:,‹ic, , . ,,4 ® 9 ;, ® LOCATIONS ONLY • ALL FRAMING MEMBERS TO BE 0 24" O.G. TVP. Li I I t\ W TYP. /-L' - :' TVP. UNLESS OTHERWISE NOTED ABOVE EAVE VENTING - ELEV 'B' W X A NGHOR 48"x96'�� </ ANCHOR �; 1 r 9, ill C� • SEE EXTERIOR ELEVATIONS (SHEETS 6.1V.I) q" ROOF VENT AREA = .35 SQ. FT. W ' • t-14 0 FURNACE ,., o , $I FOR ROOF PITCHES 2.-14 5Q. FT. _ = PLATFORM ^ '1.81--8 VENTS REQ D. 2.80 SOFT. 0 0 7 J • LOW ROOF OVERHANGS EXTEND 12" PAST UPPER 35 5Q. FT. • 30"x 22" A7-IG SPACE �,�' Q 30"x22" ATTIC SPACE ri WALL CORNER UNLESS OTHERWISE NOTED COACC./=SS IN5l1LATE >I �°° ,q i,�I ACCESS INSULATE 4 1 1 * s WEATHER STRIP `_ ( 5°` WEATHER STRIP I i .r� O • SHADED AREAS INDICATE 2x_ OVER FRAMING • 24" O.G. �� or B ELEV" AT SAVEsh„ " i`' ` I '' iI (SEE OVER FRAMING NOTES AND TABLE BELOW) 2.14 SQ. FT. x 144 SQ. IN./SQ. FT = 3q4.6 SQ. IN. 'I /. . . . ` Iii a1 .: 25 PSF SNOW LOADING VENTILATION REQ'D. AT EAVES a` 3 ' r.', .`` , N <1651.)LA ' Nt - i=g 0 t - - II _ ROOF OVER FRAMING TABLE ® �s r sir - - NON RATED EAVE VENTILATION _ `J 1 RAFTER SIZE ALLOWABLE SPAN I � 4 '� �r I 4. 2x4 0 2::: O.G. 1 FT. fri) 2I�" DIAMETER EAVE VENT = 4.q SQ. IN. 0 � , rx ^ '`'J, - ,,,, 1394.6 SQ. IN. 480.53 -- 81 VENTS REQ D. c`I2CI• 2 -INDICATES �k ,� �� a�„h � ,� I N v rig w i s t 2x8 0 24 O.G. 13 F7. PROVIDE MINIMUM 2 VENTS PER RAFTER SPACE3 `, F ,01 IN-VENT IN PLACE I OVER=RAMIMG ' n� _ `�:_ _ � � '�'' 2x10 • 24 O.G. 16 FT. • TVP. 1'' 3 OF VENTED EAVES .,',, 4HOR N 2x12 0 24" D.G. 18 FT. RATED EAVE VENTILATION OPTIONr-',- , V� ' `--- k M ° } AT RATED EAVE ' � �� $ ,, "` LOCATIONS ONLY OVER FRAMING NOTES: (ELEV. A ONLY) a ('� "` .: D TVP. ; Ala r I. HF *2 LUMBER. 44. zr�S Y a �t3#t�i'a' *s h, ,, ,fie #r RATED EAVE REQUIRED AT I SIDE ONLY { , . ' 2.2, ',,§ 'r " .£r L , ® �d- ® <3 2. RIDGE BOARD TO BE LARGER THAN CUT 1/2 AREA LOW STRIP COR-A-VENTS AND 1/2 EAVE VENTS „f =,`,a r " I, � ' ``" .Y � � � ' , � � a� :� �� a � , HIP MASTER e END OF RAFTER. (AT RATED EAVE) ', � L 1� � � / 3. SHEATH AND NAIL MAIN ROOF PRIOR TO , ` `�' r F -4'� I I I I I 1 • :' '" k cav kF ., ,-. a a+ s ,.� 3�'.:.' r€ ,dt I ` GOR-A-VENT IN VENT = 6.-15 SQ. IN. EA. �k ''r 4 , :m ,', I I I I CONSTRUCTING OVER FRAMING. , ' _� �` �, _ �_` ® _ I I 98.66 SQ. IN. , .: _ ' 'r $ �r :, �r . n 4: ;. a s 4. CONSTRUCT VALLEYS BY LAYING A 2x 21 SQ. IN. = 3.65 - 4 VENTS REQ D. � r 4 La t 'rt!F `A t �x is,,71 �* t z• r`--= '#:::T___,,::, :S E wr,F-9,, c '�. / ( I I 4"0 SH• I: .G wit770,;CAI MEMBER FLAT ONTO THE MAIN ROOF° I ., '� n ,r ..z 1, ,1 > ,., ;-- 4" - EAVE VENTS 1 : „ .5, .... . i:L xaYS v • y Y_ z«' ;fir p . VALLEYS TO BE THE SAME SIZE AS OVE MING I 98.65 5Q° IN. _ - ,,,, ,,, I 0.13VENTSRE•Q D. l� 221 1\� f. ^"(" .v 'E� t. is ,,5 k �. Q .+: 9S d�`!4�: .bi` �y + i .. c:r....� .., .'i�Y'rbc+ 1 ,,:.,,... ..ar .t � .^ _ .4 5. > .... fi 3=:. _ RAFTERS. ... `3z +� d r {.. -.. ".. v.:. ,. .,.,4 :... . � . Win. ... �. .. ...... .. .,: „u ., _�,,.�, "�'�. " ..�. �:: �,'' F2�.,'a }.a..,= TYP `40,i,-- "�i'�"s�„ . ...,Sx'd. - ?. -_.,...i�l� h.a . X 1 r .p:e:}..: L w.., .. +.. s f .. ,s„d n'.t :. .AIti . S !�+,�, , (::'''':;.7":',,.. .,.-.. : H' � . i' >:. 0. )'- .:3 w, ,. .�. . :.... p''�; ... _.,:� �k:. }�� ..]`,. I�. a.>. } .r .r. . .....An ..,:'J"'. .r. ra . .. L ..... ,x '.s ,T.) n .1"rY' 5. PROVIDE ACCESS AND VENTILATION TO xR<. _. V , ,: , t s . _ !_.AK.,:.,-:,,, ,,.. . <. .� v �` ( :,. ? _1 �. .rc �:..,x° -+.-::�"� iwem !,F _r. � z R �._ ,/# �A r��- c* .n:... ,� � ♦, � �• -1� �:.:�;:. � ;+ :'j x <. r '�a �- `•` J V -�.z`� `-,,a�. a•- ,Y�` «y /"' . � .;,a�< -;a �i . -( ��. a-.,... n�z•t: ».: a, ... � <..,.}o.:. :. d' ,�:- .�<. �Js� r=3::. � .a. ,£� .,; "� r � �., � �.:�. � a .0 �.,a �.� �r � � ;�,� # .a!'�< I ` f��s '��` Wit x k� THE OVER FRAMED AREAS A5 REQUIRED. , r :It r, k I Jr �� I a g LEGEND-ROOF PENETRATIONS s » rI ... :1' z • / > .�..,.-.. f,... ..,� pw,... ..> ..JA, ,T <... . . .a .. ,. :n .J. fn � ._.s.: ...,.;,.. ..i.. .d .?#T MnK�$ _ .-,..... ,.., ,. ...�. ,. -e_ x .._ .. .... . uta:. ,.t' ,,. ...-_ � _...... , : .,, '. � :'---112:'' SYMBOL .TEM ATE F R :, . . �ON ROOF PLA GUT ON F . . .� , . � ,. :x,, �� .�`K OUT ROO .-.F ' , � � 5ay.. � Y � vii� }IMI �_ -� I I +� il,♦+� � I GIRDER V GIRDER 'Z- .'r GOR-ANENT IN-VENT ROOF VENT 6.15 / ' t 4x6 4xb 4x. xb �, 5Q IN PER LIN FT. USE GOR-A-VENT N? I �Y 2x6 I „/ I2x6 `'w r�r4 TYPICAL VENT 21 SQ IN TOTAL IN-VENT IN PLACE _ ® TVP, . I !r OF VENTED EAVES 7.�",r N 5 I. DS GABLE - �r TRUSS n1 i Q i AFSO AIR VENT r----1 '' AT RATED EAVE .-7 I I '` " I •�' ()REA& (51 SQ IN NET FREE VENT AREA) 1 1 " = I I DS p I DSO �, , �• �. LOCATIONS ONLY I I I 'S' �1 y s, `� 4, I 1 TVP. LJ 3:41, 6' vo�\,"� , O ROOF SAFETY ANCHORS L____J `, 2x6 2x6 \ � - , ,"�, �---�.H WIRES: 6!25! C 7 , n GABLE END TRUSS %v *°` 1\ AMPCOR 4" VENT ,��`, TYPICAL 0 TYPICAL p I 4 FOR BATH OR UTILITY FAN < D5 D5 5" \.�N� 2" SEE SHEET 3 i FOR / ROOF AREA ' A' : 1145 OVEW IAN6 112.1 SEE SHEET 3.1 FOR B-VENT FOR r--•: 10 LOW ROOF FRAMING ROOF AREA B : 1 102 LOW ROOF FRAMING HIGH EFFICIENCY FURNACE 1 I EXTENDED : + 1 1 0 L__J r 1 ❑ 3GAR ' A ' +220 07/07/16 r_, B-VENT / 0L?I' ALL OTHER GAS APPLIANCES , INCLUDES LOWER ROOFS L J RIDGE VENT El ROOF FLAN 161 ROOF FLAN 'Al GUT I" FROM PEAK OF RIDGE }` 6 ''d ON EACH SIDE (2" TOTAL) -\-..i._ SCALE 1/4" = I'-O" SCALE 1/4" = I,-O" Q I NOTE: {.0 SEE PAGE DS FOR 1:12 WATER INTRUSION DETAILS W Z Nt - W co NI- > °' ? I8" DIA. GABLE ►♦ CI 0 Q Q I END VENT DECORATIVE ONLY 12 /� �I�r�1��11., � W +�+ Ln 7 TYp, dl1l>, .1�111II11111[11IIII►- z Lp .. NI- 11111111111•I. SHINGLES RETURN 1�IIIII111111�1I111111111��. 0 QU I .�II�II��" 111111 .. .4111111111111' "` 111111I11/111�,- .411011111 1111111111. ON INSIDE WALL .4/11111111111111 11111 1111111111111h. UPPER PLATE 1�11111111 1 I\�/111111111111111•_ 111.111 111111.1 1 I►.1 11�G►`I 1 111111 111 W //11�111111II■II�11■r 1111111■ 1I1111►• _ _ _ ,(Q11111■1 UIIIII�IIIIl�i IIIIi 5i�1�11all�alt.` - - p W 1- N N UPPER HEADER 111I111111111111111111111111111A111111111 - 111 UPPER J _ 11111111 11I111I�1 - ■1111111It/111I11 1111111111111111 - - - Q IIIII1!11 11111111 IIlIIilllllllllrll 1111111I1101I(1 o J N 11015111 I�iuI 1/1111111 11111111111111111 i 111111111110111 D 1- m 5/4x4 TOP t SIDES 111��1111 II1111111 111111111111111111 VIII1111111111 I-- W di) 5/4x5 EDGE OVER 111111:4 6RE5-1 ■11111111 II11I11111/111111 '!-]111111111111 0 5/4x6 APRON TYP. �:�1111111 11111111 - - 1110111111111111 1 1*i %1111111111 D 0 111i:�lll -� 1/1/11111 - - 1111111111111111■ 111411111111111 CC 11101ell -111? 1111/1/111 r IIIIII1111111I11I1 -_'� 11111101111111 E- 111111111 11,1111111 - 1111111111111111111111111111111110 CEMENT FIBER 1111111111111111111 ' 1111111111111111! 1111111111111111 5/4x4 CORNER INDIVIDUAL !1111111IIf11111'" 1:12 11111111111111111 Miiii1111111111111111111 TRIM TYP. CD Ii111111111v 12 - 11111IIf111I1I11IIIII11f11111I1111112M11IIII1111I11111I1 Zp ♦ ♦ S14IN6LE5 TYP. 11111111 '" ■111111111111111111111111111111111111111111111111111 IIl• ♦ .nrilii11.. UPPER FLOOR IIII' 1 •_ 111111�1�11111111111�III�I�IIIII�f11:i�I1111�I11�1I11111� 2x3 OVER 2x10 ♦ 1w1n1. p 11111111111111. L, .ail rlal,rull:- - _ - _ _ 41111111.. 11111,1 rlp1;.11111.It. 111111 r lrl 11111 rnll,rvll�. \ I� �11�I�11.. ' M 111111_UtIL. .1111111111P"-'ll111111111111. 11111_11■11.. Ir 11111 rIP 'll1111111■III. /1111111 c III 11111. IiIM11111I=',1111111NMI. ..X111111-11111111:. .III�111111111r=11111111,11■. MAIN PLATE .r1r111111!l111\.. 2X10 2X10 _ 0 '•`'' .1111�Iunnil g--141"/""1.:11 /iqn"nu■nu. 111._ _ _ -\ - - - - - Ii.■111■1■IIII■IIi1fIr. / - - -- .li -.I 1 rnn r_ 1111,1 1 u mug.-11 inr III I II n u mu►- :. fI -- ,111111111111111 I�..i mini Elm �..111111111111 CM 11111 milli 111111111,1111111111L�` 11111111II. ..1111 hal Ir111111'inll 111.111111 .111. - - ' 11 IcNi 0) ran i 11111 BI1111II111"1111 II.I1�U1111111111` 111�1.111 11111 Nil.meta I III mall 111111111aa._ - - - - �il■MI,11111■all IIII■1111■111111111` ��;�:::I ar'■111 I u111a1e Iiiii/1111111/1■1111\ _. III //� 7!1::11 ":•':I 1'::11 •••••11:11e: .111C 111 ':•71 11 VII -^.•1C:IS: Wt. c./' I1a 1111 .--- -1 1111 = -- -- - ili iillll 111 III NMrillIVIII:a1' N--- ,,,,,,,,1LIEF -. 111111 - - 11111111111UM 11111111111. `!IN 1■1 'AU III 11111 - 1111111111111 I11Nt111 roll rI I:raO - - 11 a 11111111 11u11a11.: MAIN HEADVI� 11- w -IIr11111 I♦.-- 11/111/111 -tl♦ 1♦ 111:11111111111!d1I1111 111111:1 -� I1al11 - 1111111'1111111111:1111111111 �-- � �a A,111111111111111111 111111111111111 ■■■ 111111111111 111/1111 1111111 - r11111III I II ■IIII 1111pI11I W111111111 . 11!r1111I = . 11111 Innen rllll rI11I1I1 IIIIIII11 rn1P1 - - 11111III11■I111111.IIII 11 CD 1'J 1111111 II . 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POST I ` CEDAR MILL R Ni141`■ ` - �u2x BACKING EQUAL TYPICAL SIDING PER PLAN 5/4 CAP AT 10° RIPBAND AT BOTTOM �~ �hTO FIT w/ 3/4" 1 11 1/2" AT BOTTOM GABLE END TRUSS1,_ „ ____ f a t OVERLAP / 40 FACE OF FRAMING POST PER PLAN ►..� II; /4 I' EXTERIOR SHEATHING '1 tt - - -_ �W1 PLUMB CUT I� ��II I �1 A� / m 1 1 7 IV,In• 2x6 FASCIA _ -. ..... OSB OVER 2x4 3/.I / I'-I la" _2x6 TRIM , �! • 1 9FRAMING AT Al Ix CAP w/ CAULK A' COLUMN BASE I 13 I/2" FRAMING SO. / SIDING PER PLAN © BEVELED 1 1 i fill 1X3 L. b SIMPSON "ABU44" ;1111 _ _ COLUMN BASE INSTALL BEAM PER PLAN 1 m REAR ELEVATION I 1 COLUMN BASE PERHARDIPANEL - - - VENTED .� 6� ( PPED)PLAN, TYR It SOFFIT - `s 44j 2x8 PANEL ;�` BUILD CURTAIN WALL COLUMN PER PLANX SCALE I/8" = I'-O" (ENHANCED) MAIN FLR. __ L�� TO MATCH BOTTOM OF 2x6 07/07/16 .fl PT BOTTOM. I,* I/4" CAI' �x RIP TO FIT `'r" A 1!2" SOFFIT BEAM AT PORCH POST PER PLAN _IL,' 1,• '' ' .2x6 TRIM ��-- � 1/4" REVEAL) • I j 0 1 O NOT USED PORCH GABLE END 8 GABLE END PORCH IO MASONRY TRIM PORCH COLUMN DETAIL 'ELEV 'A' 6 NTS NTS NTS11:1 la 0 4. I/2"=I'-011 OFFICE COPY RECEIVED BUILDING CODES -2O 14 ORSC NOTES -2O 14 ORSC NOTES 20 14 ORSC OCT 6 2016 0 R302.I EXTERIOR WALLS. CONSTRUCTION, PROJECTIONS, OPENINGS AND PENETRATIONS OF EXTERIOR EFF I G I E I NGY SPED I AL. I I GODS Z DESIGNED PER: 2014 OREGON RESIDENTIAL SPECIALTY CODE (ORSC) WALLS OF DWELLINGS AND ACCESSORY BUILDINGS SHALL COMPLY WITH TABLE R302.I. CITY I.. TIGA: D 2W 014 OREGON PLUMBING SPECIALITY CODE TYP. INTERIOR BEARING ALL: ENERGY EFFICIENCY PER ORSC CHAPTER II BUILDING DIvISION! CC W NI- 2014 OREGON MECHANICAL SPECIALTY CODE 2x4 OR 2x6 *2 HEM/FIR F.J. STUDS 0 16" O.G. w/ DEL. TOP PLATE AND SINGLE BOTT. PLATE. NI101.1 GENERAL. THE PROVISIONS OF THIS CHAPTER REGULATE THE EXTERIOR ENVELOPE, AS W Z ENGINEERED PER: 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC) O (Cs R302.1 LAP SPLICES 24 AT TOP PLATES. ORSC 8602.32 WELL AS THE DESIGN, CONSTRUCTION AND SELECTION OF HEATING, VENTILATING AND L■ AIR-CONDITIONING SYSTEMS, LIGHTING AND PIPING INSULATION REQUIRED FOR THE PURPOSE OF W 00 NI- AS SUPPORTED BY THE 2012 IBC TYP. EXTERIOR BEARING WALL: EXTERIOR WALLS 2x6 #2 HEM/FIR F.J. STUDS 0 Ib" D.G. w/ DBL. TOP PLATE AND SINGLE $OTT. PLATE. CODE EFFECOCCUPANCY: CONSERVATION OF ENERGY WITHIN A BUILDING OR STRUCTURE GOVERNED BY THIS Z > G) LAP SPLICES 24" AT TOP PLATES. ORSC 8602.3.2 /R < Q V OCCUPANCY: R-3 SINGLE F MIL H0 MINIMUM MAXIMUM FIRE -1 PRIVATE GARAGE EXTERIOR WALL ELEMENT COMPLY WITH TABLE Z _c r- FIRE-RESISTANCE RATING SEPARATION DISTANCEALL CONDITIONED SPACES WITHIN RESIDENTIAL BUILDINGS SHALL -PER-2014 ORSC R602 WOOD WALL FRAMING NI101.1(I) AND TWO ADDITIONAL MEASURES FROM TABLE NIIO1.1(2). OCCUPANCY SEPARATION: GARAGE FROM DWELLINGW �+ LO PER ORSC SECTION 83042 - hour-tested in accordance <3 Feet FIRESTOP SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND with ASTM E 119 or UL 263 with Z (() w Walls (Fire-resistance rated) exposure from both sides HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP TABLE NI IOI.I(I) 0 STORY AND THE ROOF SPACE. FIRESTOP SHALL BE PROVIDED IN WOOD FRAME CONSTRUCTION IN THE PRESCRIPTIVE ENVELOPE REQUIREMENTS`' wi'lmil 1-r- D I CONSTRUCTION: TYPE V, NON-RATED (Not fire-resistance rated) 0 hours ?3 Feet FOLLOWING LOCATIONS: ' (Fire-resistance rated) 1 hour to underside >2 Feet to 3 Feet IN CONCEALED SPACES OF STUD ALLS AND PARTITIONS, INCLUDING FURRED SPACES NOT TO EXCEED 0 W N STRUCTURAL NOTES: Projections WSTANDARD BASE CASE -I APPLICABLE CODES: 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC), BASED ON THE X012 IBC (Notfire-resistancerated) 0 hours 3 Feet 10-O HORIZONTALLY, AND AT THE CEILING AND FLOOR LEVEL. BUILDING COMPONENT < Not allowed N/A <3 Feet Required Performance Equivalent value b J u BUILDINGS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE AS LIMITED Openings in walls LI. VERTICALLY AT THE CEILING AND FLOOR LEVELS W Unlimited 0 hours 3 Feet or greater WALL INSULATION-ABOVE GRADE 1.2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET U-0.060 R 2I U WALL INSULATION-BELOW GRADE' F-0.565 BY THE PROVISIONS OF 11415 SECTIO Comply with section R302.4 <3 Feet R-15 H Penetrations All AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS None required 3 Feet or greater U) A. GRAVITY DESIGN LOADS INCLUDING OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS. I. FLOOR LIVE LOAD 40 PSF For S1:1 foot=304.8 mm. FLAT CEILINGS { U-0.031 R-38 N/A=Not applicable 9 O THE FLOOR LOADS IN BEDROOMS 40 PSF(A5 DESIGNED) TABLE 8302.6 IN CONGEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED VAULTED CEILINGS ll-0.042 R-389 Z O SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.112 2. DECK LIVE LOAD `0 PSF DWELLING/GARAGE SEPARATION a `- 3. ROOF SNOW LOAD 25 PSF UNDERFLOORS U-0.028 R-30 4. LOAD OF MECHANICAL EQUIPMENT 200 LBSAT OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS AND FIREPLACES AT CEILING AND FLOOR 0 SEPARATION MATERIAL LEVEL, WNITH AN APPROVED MATERIAL TO RESIST FREE PASSAGE OF FLAME AND PRODUCTS OF SLAB EDGE PERIMETER F-0.052 R-I5 �5 (ATTIC FURNACE) B. 501E FROM THE RESIDENCE AND ATTICS NOT LESS THAN J-INCH GYPSUM BOARD OR EQUIVALENT APPUED TO THE GARAGE SIDE COMBUSTION. to I. BEARING PRESSURE: 1500 PSF ASSUMED HEATED SLAB INTERIOR WA 5-10 ^co N FOR FIREBLOGKIN6 OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.141. CC N SEE LOT SPECIFIC LETTER FROM 6EOTEGH (R401.4) IF REQUIRED. FROM ALL HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 4%-INCH TYPE X GYPSUM BOARD OR EQUIVALENT, , ATTACHED PER TABLE R702.3.5. FOOTNOTE a WINDOWS 1J-0.35 U-0.35 Q /v I C. WIND SPEED 120 mph, EXPOSURE B STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF THE DWELLING WINDOW AREA LIMITATION" 0 ^� SEPARATION REQUIRED BY THIS SECTION NOT LESS THAN s-INCH GYPSUM BOARD OR EQUIVALENT SEPARATION. WA N/A 0 O ti`1 D. SEISMIC SOIL CLASS "D". 55-1.58 GARAGES LOCATED LESS THAN 3 FEET FROM A DWELLING UNIT NOT LESS THAN Jz-INCH GYPSUM BOARD OR EQUIVALENT APPUED TO FIREPLACES: SKYLIGHTS' U-0.60 U-0.60 Wa N .. ON THE SAME LOT THE INTERIOR SIDE OF EXTERIOR WALLS THAT ARE WITHIN THIS AREA Z = CONSTRUCTION MATER! ALS: FOR SI: 1 INCH = 25.4 mm., 1 FOOT = 304.8 mm. INSTALL PER MFG'S SPEC'S--DIRECT VENT GAS FIREPLACE. FIRESTOP SURROUND,U.L. APPROV'D 4 EXTERIOR DOORS'" U-020 1.1-0.20 0rii 0 C alia: SEPARATION NOT REQUIRED WHEN BOTH THE D1�JEWNG AND GARAGE ARE PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN La5EL'D - W �. O V) CONCRETE ACCORDANCE WITH APPENDIX T. NFPAI30. OR OTHER APPROVED EQUIVALENT SPRINKLER SYSTEM. EXTERIOR DOORS w>2.5 5F GLAZING" 1J-0.40 ll-0.40 MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE PROVIDE TIGHT FITTING GLASS OR METAL DOORS EQUIPPED WITH A FLUE DRAFT. WITH THE IRC/IBC, AND AGI CODE 318. CONCRETE SLUMP TO BE 5". DO NOT ADD WATER TO MIX TO FORCED AIR DUCT INSULATION WA R-8 �j O INCREASE SLUMP. PROVIDE AIR-ENTRAINMENT 5515 TO 1A5 FOR EXTERIOR CAST IN PLACE WALLS AND TIGHTLY FITTING FLUE DAMPER WITH MANUAL OR AUTOMATIC CONTROLS. LI 8303.1 HABITABLE ROOMS - ALL HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF 0 ■ r EXTERIOR SLABS ON GRADE. SAW CUT CONTROL JOINTS FOR SLABS ON GRADE AS SOON AS NOT LESS THAN 5 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION SHALL BE 65Q. IN. OUTSIDE COMBUSTION AIR DUCTED TO THE FIREBOX w/ OUTSIDE AIR DUCT DAMPER. REFEK' T0_2014 ORSC CHAPTER II/ TABLE NI101.1(1) FOR FOOT NOTES. --1 Q00 POSSIBLE AT MAXIMUM 15' SPACING OR AT LOCATIONS SHOWN ON DRAWINGS. MINIMUM CONCRETE B " THROUGH WINDOWS, DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR AIR. SUCH LINE INSIDE OF FSPL. FRPL. w/ /8 TYPE X GWB. STRENGTH (28 DAYS) 3pOO PSI MIN. REQUIRED PER STRUCTURAL DESIGN. 3p0O PSI MIN. SHALL BE OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READILY TABLE NII.. (2( OFA; E COPY m PROVIDED TO COMPLY WITH R402.2 - WEATHERING POTENTIAL. NO SPECIAL INSPECTIONS REQUIRED. CONTROLLABLE BY THE BUILDING OCCUPANTS. THE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL i 9 ADDITIONAL MEASURES (S01eGt two)a BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. EPDXY ANCHORED BOLTS/REBAR M I SO2 GLOVES DRYER EXHAUST EXCEPTION: THE GLAZED AREAS NEED NOT BE INSTALLED IN ROOMS WHERE ARTIFICIAL LIGHT IS MEASURE ' ALL EPDXY SHALL BE DISPENSED BY THE DUAL CARTRIDGE OR LASS CAPSULE METHOD TO INSURE PROVIDED CAPABLE OF PRODUCING AN AVERAGE ILLUMINATION OF 6 MI502 CLOTHES DRYER EXHAUST PROPER MIXING. OTHER METHODS REQUIRE WRITTEN APPROVAL FROM THE ENGINEER. GLEAN OUT FOOTCANDLES (65 LUX) OVER THE AREA OF THE ROOM ATA HEIGHT OF 30 INCHES MI502.4.4.1 SPECIFIED LENGTH. THE MAXIMUM LENGTH OF DUCT SHALL BE 35 FEET FROM THE 5 BUILDING TIGHTNESS TESTING, VENTILATION 4 DUCT SEALING: 0 ALL HOLES WITH COMPRESSED AIR BEFORE FILLING. 162 MM) ABOVE THE FLOOR LEVEL. CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE A MECHANICAL EXHAUST, SUPPLY, OR COMBINATION SYSTEM PROVIDING illFITTINGS ARE USED, THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN WHOLE-BUILDING VENTILATION RATES SPECIFIED IN TABLE NI101.1(3), OR ASHRAE REINFORCING STEEL TO BE TIED IN PLACE FOR CITY INSPECTION 5303,2 ADJOINING ROOMS - FOR THE PURPOSE OF DETERMINING LIGHT AND VENTILATION ACCORDANCE WITH TABLE MI502.4.4.1. 62.2 AND THE DWELLING SHALL BE TESTED WITH A BLOWER DOOR AND FOUND DETAIL STEEL IN ACCORDANCE WITH THE ACI MANUAL OF STANDARD PRACTICE OF DETAILING REQUIREMENTS, ANY ROOM SHALL BE CONSIDERED AS A PORTION OF AN ADJOINING ROOM WHEN AT REINFORCED CONCRETE STRUCTURES. ALL REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615, LEAST ONE-HALF OF THE AREA OF THE COMMON WALL IS OPEN AND UNOBSTRUCTED AND PROVIDES TO EXHIBIT NO MORE THAN GRADE 60 FOR *3 AND SMALLER, GRADE 60 FOR *4 AND LARGER. LAP AN OPENING OF NOT LESS THAN ONE-TENTH OF THE FLOOR AREA OF THE INTERIOR ROOM BUT NOT MECHANICAL GAL 2. PEERFFOORMMI. 6PERFORMANCE Q ANPER HOUR. • CONTINUOUS REINFORCING BARS 40 BAR DIAMETERS, 2'-0" MINIMUM UNLESS OTHERWISE NOTED. LESS THAN-25 SQUARE FEET (2.3 M SQUARED) PER-2014 OREGON MECHANICAL SPECIALTY CODE CHANGES E TESTED DUCT SYSTEMS. PROVIDE CORNER BARS FOR ALL WALL REBAR..2'-0" BEND M506.3 APPLIANCES IN ATTICS CONCRETE COVER TO REBAR TO BE: EXCEPTION: OPENINGS REQUIRED FOR LIGHT AND/OR VENTILATION SHALL BE PERMITTED TO OPEN ATTICS CONTAINING APPLIANCES SHALL BE PROVIDED WITH AN OPENING AND UNOBSTRUCTED I HIGH EFFICIENCY HVAC SYSTEMS: FOOTINGS 3 INCHES FROM SOIL INTO A THERMALLY ISOLATED SUNROOM ADDITION OR PATIO COVER, PROVIDED THAT THERE IS PASSAGEWAY LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE. THE FORMED SURFACES - WEATHER FACE ...I-1/2 INCHES AN OPENABLE AREA BETWEEN THE ADJOINING ROOM AND THE SUNROOM ADDITION OR PATIO PASSAGEWAY SHALL NOT BE LESS THAN 30 INCHES (162mm) HIGH AND22 INCHES (554 mm) GAS-FIRED FURNACE OR BOILER WITH MINIMUM AFUE OF c10% a, OR AIR-SOURCE - INTERIOR FACE...3/4 INCH _ COVER OF NOT LESS THAN ONE-TENTH OF THE FLOOR AREA OF THE INTERIOR ROOM BUT NOT HEAT PUMP WITH MINIMUM HSPF OF 8.5 OF CLOSED-LOOP GROUND SOURCE HEAT HIDE AND NOT MORE THAN 20 FEET (6046mm) IN LENGTH MEASURED ALONG THE CENTERLINE STRUCTURAL AND MISC. STEEL ‘ LESS THAN 20 SQUARE FEET (2 M SQUARED). THE MINIMUM OPENABLE AREA TO THE OUTDOORSPUMP WITH MINIMUM COP OF 3.0 TUBE COLUMNS- ASTM A500, GRADE B SHAli.L BE BASED UPON THE TOTAL FLOOR AREA BEING VENTILATED. OF THE PASSAGEWAY FROM THE OPENING TO THE 2APPLIANCE. THE PASSAGEWAY SHALL REFER TO 2014 ORSC _ 0 HAVE CONTINUOUS SOLID FLOORING NOT LESS THAN 4 INCHES (610 mm) WIDE. A LEVEL CHAPTER I I/ TABLE •1 F• - FOOT • ANCHOR BOLTS- ASTM A301,UNLESS NOTED SERVICE SPACE NOT LESS THAN 30 INCHES (162mm) DEEP AND 30 INCHES (162mm) WIDE r' STEEL FRAMING BOLTS- ASTM A325N,UNLESS NOTED 8305.1 MINIMUM HEIGHT. CEILING HEIGHT FOR HABITABLE SPACE, HALLWAYS, BATHROOMS, TOILET SHALL BE PRESENT AT THE FRONT OR SERVICE SIDE OF THE APPLIANCE. THE CLEAR TABLE 1101 .1( • ALL OTHER STEEL- ASTM ASS,UNLESS NOTED ROOMS, LAUNDRY ROOMS, ---- SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7'-O". , : A DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITHACCESS OPENING DIMENSIONS SHALL BEA MINIMUM OF 20 INCHES BY 30 INCHES (508mm BY VENTILATION AIR REQUIR 4 fm ( !] THE LATEST EDITION OF THE "AISC SPECIFICATION FOR THE DESIGN, ag EXCEPTION 2. BATHROOMS SHALL HAVE A MINIMUM GL6 HT OF 6'-5" ® THE CENTER OF THE FRONT 162mm), AND LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE. f. FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS." CLEARANCE AREA F08 FIXTURES AS SHOWN IN FIG. 8307.1. THE CEILING HEIGHT ABOVE FIXTURES Bedrooms SHALL BE SUCH THAT THE FIXTURE IS CAPABLE OF BEING USED FOR ITS INTENDED PURPOSE. - °' 13 g WELDING: EXCEPTIONS: 0463-0501 2-3 4-5 5`6 >7 USE E70 LOW HYDROGEN ELECTRODES WITH CVN(NOTCH TOUGHNESS) OF 20FT-LBS AT 0 DEGREES F. I. THE PASSAGEWAY AND LEVEL SERVICE SPACE ARE NOT REQUIRED WHERE THE <1500 45 60 75 90 ALL SURFACES AND ELECTRODES MUST BE CLEAN AND DRY DURING THE WELDING PROCESS. PREHEAT 8308.4 HAZARDOUS LOCATIONS APPLIANCE 15 CAPABLE OF BEING SERVICED AND REMOVED THROUGH THE REQUIREDg72) AS NECESSARY. MINIMUM FILLETS TO BE 1/4"-UNLESS NOTED. ALL WELDERS SHALL BE WABO CERTIFIED. ALL GLASS LOCATED IN AREAS LISTED AS HAZARDOUS LOCATIONS PER ORSC 8308.4 SHALL BE OPENING• 1501-3000607590105 gg TEMPERED, OR IMPACT RESISTANT AND LABELED. �' 3001-4500 75 90 105 120 6LU-LAMINATED TIMBER 2. WHERE THE PASSAGEWAY 15 UNOBSTRUCTED AND NOT LESS THAN 6 FEET AITG SPECIFICATION-24F-V4 FOR SIMPLE SPANS, AND 24F-V5 FOR CANTILEVER-SPANS PROVIDE a$24mm) HIGH AND 22 INCHES (554mm) WIDE FOR ITS ENTIRE LENGTH, THE PASSAGEWAY 4501-6000 75 90 105 120 135 AITC STAMP ON TIMBER. ALL 6LU-LAM BEAMS SHALL FIT SNUG AND TIGHT IN THEIR CONNECTIONS 8310.1 EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL NOT BE LIMITED IN LENGTH. 6001-7500 90 105 120 135 150 AND DEVELOP FULL BEARING AS INDICATED. GLU-LAM ADHESIVE TO BE "WET-USE" TYPE PER IBC IN BEDROOMS, PROVIDE ONE OPENABLE ESCAPE WINDOW MEETING ALL OF THE FOLLOWING: >7501 105 120 135 150 165 : A. BASEMENTS WITH HABITABLE SPACE AND OR PROVIDED WITH SLEEPING ROOMS SHALL BE INSTALL SEISMIC STRAPS APPROVED BY FURN. 4 WATER HEATER MANUFACTURER TO TIE INTO WALL OFFICE COPY STANDARDS. CAMBER ALL BEAMS TO A 3500 RADIUS UNLESS NOTED. i PROVIDED WITH EGRESS ROOMS AS FOLLOWS: FOR HORIZONTAL FORCES. TIMBER B. FOR SLEEPING ROOMS AND BEDROOMS LOCATED ON GRADE LEVEL FLOORS, EGRESS WINDOWS a JOISTS - -HF#2 MAY PROVIDE NO LESS THAN 5.0 SQ.FT. (R3IO.I.I exception) PILOTS, BURNERS, SWITCHES UP 18" MINIMUM ABOVE FLOOR. U.L. APPROVED APPLIANCES W/ AUTO STUDS - -HF STUD C. OPENABLE AREA OF NOT LESS THAN 5.1 SQ.FT. SHALL BE PROVIDED FOR FLOORS OTHER THAN SHUTOFF SWITCH. INSTALL IMPACT BOLLARD. DUCTS IN GARAGE TO BE 26 GA. 6ALV. (NO OPENINGS). n n n BEAMS, HEADERS - DF#2 OR HF#i GRADE LEVEL (8310.1.1) HW?' LABELED 1481 NAECA. STRAPS W.I. TOP)1g 4 BOTTOM)fi (4" MINIMUM ABOVE CONTROLS). R-10 I / NIO POSTS - -DF#I OR HF#I, PROVIDE SOLID BLKING IN FLOORS UNDER POSTS MULTIPLE STUDS. D. MINIMUM CLEAR HEIGHT OF-24" (8310.1.2) INSULATED BASE AT HINT. PROVIDE PRESSURE RELIEF LINE TO EXTERIOR. FOR FUEL FIRED 3 5-7_2CJ =g lig WALL PLATES AND LUMBER NOT NOTED TO BE HF #.,2 E. MINIMUM CLEAR WIDTH OF 20" (5310.1.3) APPLIANCES, EXTERIOR WALL COMBUSTION AIR VENTS ARE NOT REQUIRED IF VOLUME OF GARAGE ALL GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN F. MAXIMUM FINISHED SILL HEIGHT OF 44" (8310.1) EXCEEDS 50 CUBIC FEET PER 1000 BT RI TOTAL INPUT RATING. IF LESS, INSTALON SCREENED �U I L.D I NG AREA 0 LUMBER" -2005 EDITION. G. THESE OPENINGS SHALL SE OPERATIONAL FROM THE INSIDE OF ROOM WITHOUT THE USE OF KEYS COMBUSTION AIR VENTS THROUGH EXTERIOR WALL, ONE WITHIN 12" OF CEILING 4 ONE WITHIN 12" OF ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. SILL PLATES OR TOOLS. FLOOR. USE NON-CLOSEABLE LOUVERED 12x12 WALL VENTS OR 8x18 FOUNDATION TYPE VENTS IN SHALL BE TREATED WITH BORATE PRESERVATIVES. DURING CONSTRUCTION THE INSTALLER WILL NOT VtA1.L'FOR A MIN. NET FREE AREA OF I SQ. IN. /4,000 BTv/H EACH VENT. FLOOR AREAS: 0 ALLOW THE SILL PLATES TO BE EXPOSED TO WET WEATHER CONDITIONS BEYOND TIME PERIODS STAIRWAYS 2014 ORSC 8311.1 THRU 8311.1.8 WHEN USED ATTIC MOUNTED F.AUJ. ON 4X8 PLWD PLATFORM (PROVIDE MIN.24" WIDE CATWALK FROM MAIN FLOOR 1 1 1 6 GENERALLY ACCEPTABLE WITHIN THE INDUSTRY. 36" MINIMUM STAIRWAY WIDTH. LANDINGS SHALL HAVE A MINIMUM DEPTH OF 36" AND A MINIMUM WIDTH ACCESS TO MIN. 50" DEEP SERVICE PLATFORM IN FRONT OF FIREBOX PER ORSC MI505.1.5. IN NO UPPER FLOOR 1 545 n� -- OF NO LESS THAN THE WIDTH OF THE FLIGHT OF STAIRS SERVED. RISERS TO BE 5" MAX. HEIGHT, 4 CASE SHALL THIS UNIT BE LOCATED FURTHER THAN 20 FEET FROM ATTIC ACCESS. VERIFY L.L BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. TREADS TO BE 4"" MIN. DEPTH, BOTH WITH A MAXIMUM VARIATION OF %". TREADS W/ SOLID RISERS TO TOTAL 2G6 1 HAVE %" MIN. TO IY4" MAX. NOSING OR 10" MINIMUM DEPTH. 4" SPHERE MAY NOT PASS THROUGH OPEN STRUCTURAL REQUIREMENTS PER TRUSS MFR.--SEE COMPLIANCE FOR EFFICIENCY DATA. (ATTIC ALL SILL PLATE WASHERS ARE TO BE 3"x3"x0224" HIT DIPPED, ZINC-COATED GALVANIZED STEEL. RISERS ON STAIRWAYS RISING MORE THAN 30". MOUNTED OPTIONAL ONLY.) ary OF �. RD GARAGE 4(O�j --HANDRAIL REQ'D. IF 4 OR MORE RISERS. TO BE INSTALLED BETWEEN 30"-38" ABOVE NOSING 4 WED n CODECOMPLIANCE EXTENDED CAR GARAGE +100 MINIMUM NAILING PER OSSC TABLE2304.4.1 HAVE A U'4 2 DIA. GRIP. IF HANDRAIL 15 NOT CIRCULAR IT SHALL HAVE A PERIM. DIM OF 4" MIN., 6Y4 3 GAR GARAGE +200 MAX. 4 MAX X-SECT OF2Y4" (OPT. TYPE 2 HAND RAILS) ALL HAND RAILS USED MUST COMPLY w/ ORSC PLUMB I NG Approved;/ 1 ALL NAILS IN PRESSURE TREATED MATERIAL SHALL BE HOT DIPPED, ZING-COATED GALVANIZED OR R311.5.6.3 AND BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT. RETURN ENDS TO WALL ORpLJMBING PER 2014 OREGON PLUMBING SPECIALITY GODL�TO . t STAINLESS. NEWEL. INSTALL_2x10 BLOCKING BETWEEN STUDS TO SUPPORT HANDRAIL BRACKETS. COVERED PORCH A / E3 144/ 1 55 €= / HANGERS AND METAL CONNECTORS NOTED ARE 8Y SiMP50N STRONG-TIE COMPANY INC. THE BUILDER 8312.1 '8` S��I�l�,- ��,� MAY SUBSTITUTE SIMILAR CONNECTORS BY OTHER MANUFACTURERS PROVIDED THEY EQUAL OR REQUIRED WHERE AND OPEN SIDE OF RISE OF 3o OR MORE. THE TRIANGULAR OPENINGS FORMED 1!+<tchragl g-]4�� w y }-�t,., - SHEET INDEX EXCEED THE SIMPSON LOAD CAPACITY. BY RISER TREAD AND OF STAIRWAY DESIGNED SUCH THAT A SPHERE 6 DIA MAY NOT �� PASS THROUGH. GUARDS 0 OPEN SIDE OF TREADS SHALL NOT ALLOW A 4%" SPHERE TO PASS. WOOD ROOF TRUSS: --ANDER STAIR PROTECTION-- R311-2.2 AND�R602.8 RADON CONTROL MEASURES Br -`--I \ D ); 14 - J7 C5 COVER SHEET 4 GENERAL NOTES METAL PLATE CONNECTED WOOD TRUSSES ARE TO BE DESIGNED BY WASHINGTON STATE FIRESTOP BETWEEN STUDS AT STRINGER. 6'-5" MIN. VERTICAL HEAD CLEARANCE. PROTECT 1.1 FOUNDATION PLAN g,se..) . I 47 PROFESSIONAL ENGINEER IN ACCORDANCE WITH ANSI/TPI I-1445 "NATIONAL DESIGN STANDARDS FOR ENCLOSED ACCESSIBLE UNDER STAIR WALLS 4 CEILING IN/)V' GWS METAL-PLATE CONNECTED WOOD -MSS CONSTRUCTION" AND '41 METAL PLATES ARE TO BE IGBO ELEV. OF FLOOR OR LAND'G I ' MAX (or-8" MAX FOR IN-SWING DR) BELOW THRESHOLD 15 REQ'D AFI03.5 CRAWL SPACE MITIGATION SYSTEM I.2 HOEDOWN PLAN FROM THE REQ'D EXIT DOOR. WHERE DOOR IS NOT THE REQ'D. EXIT DOOR, A STAIRWAY OF-2 OR .- '� APPROVED, VERIFIED BY A CURRENT REPORT NUMBER. TRUSSES, INCLUDING DRAG TRUSSES AND2.1 MAIN FLOOR PLAN / , wl FEWER RISERS IS PERMITTED INHERE DOOR DOES NOT SWING o/ RISER.2005 ORSC 8311.4.3 CRAWL SPACE AREAS SHALL BE MITIGATED PER SECTION AFI03.5.I.I PASSIVE SUBMEMBRANE ' � 3 N j:' .' SHEAR FRAMES, ARE TO BE PLANT FABRICATED BY A MANUFACTURER IN COMPLIANCEATION WITH IBC 'O6 DEPRESSURIZATION SYSTEM OR AN APPROVED MECHANICAL CRAWL SPACE VENTILATION SYSTEM 3.1 UPPER FLOOR FRAMING PLAN S, ' `-.i\‘',',K) SECTION-2305.4.SECTION2303.4. THE TRUSS MANUFACTURER IS RESPONSIBLE FOR VERIFICATION OF ALL TRUSS GUARDRAILS: SHALL BE INSTALLED. (SEE DETAIL 12/01) :.. y j *: LENGTHS PRIOR TO FABRICATION. THE TRUSS ERECTION CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED AT PORCHES, BALCONIES, RAISED FLOOR SURFACES WHERE DROP IS MORE THAN 30" TO 4.1 UPPER FLOOR PLAN �_.. ; 1 ` ` 1 TEMPORARY BRACING DURING INSTALLATION AND FOR ALL PERMANENT BRACING IDENTIFIED ON THE FLOOR OR GRADE BELOW. 36" MIN. HEIGHT AND TO BE DESIGNED 50 THAT A 4" MAX. SPHERE MAY 5.1 ROOF PLAN TRUSS PLANS. NOT PASS THROUGH. TO COMPLY w! ORSC 5312.1 tE 8312,2. A 96" HIGH, WOOD-GAPPED, HALF WALL IS SLAB ON GRADE SHALL BE MITIGATED PER SECTION AFI03.6 PASSIVE SUBSLAB DEPRESSURIZATION ;� ,:z1•.:V SYSTEM. SEE PLANS FOR DETAILS. 6.I EXTERIOR ELEVATIONS ' ':,- �. Acl STANDARD--RAILING IS OPTIONAL. D I FOUNDATION DETAILS L5 ' c ; ,tif ,__\,,,k,- ' SHEATHING �''. '=_-` ROOF SHEATHING: APA RATED 1/16 OSB SHEATHING (24/16) EXPOSURE I O. LAY UP WITH MINIMUM I/8 8314 SMOKE ALARMS PROVIDED PER THIS SECTION; D2 STAIR DETAILS CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILING SHALL BE 8d COMMON (.151" DIA.) AT I- IN EACH SLEEPING ROOM D3 FLASHING DETAILS .1'iitES: 5/25/ 11 1 6" O.G. AT PANEL EDGES AND L2" O.G. AT INTERMEDIATE SUPPORTS. 2- OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. 3- ON EACH ADDITIONAL STORY OF THE DWELLING. D4 DOOR DETAILS I FLOOR SHEATHING: APA RATED 3/4" SHEATHING (48/24) EXPOSURE I SCREWED AND GLUED. REV.# DATE PAGE # CHANGE/NOTES D5 WINDOW DETAILS ADHESIVES SHALL CONFORM TO APA SPECIFICATION AFG 01. PROVIDE T4G EDGES AT LONG PANEL 5315 CARBON MONOXIDE - LOCATED IN EACH BEDROOM OR WITHIN 15' OUTSIDE EACH BEDROOM DOOR. D6 INTERIOR TRIM DETAILS EDGES. SCREWS SHALL BE GRABBER No. 8 by2" PLYWOOD SCREWS OR QUICK DRIVE WSNTL2 SCREWS. SPACE SCREWS AT 6" O.G. AT PANEL EDGES AND 12" O.G. AT INTERMEDIATE SUPPORTS. D-7 FIREPLACE DETAILS E.I ELECTRICAL PLAN GENERAL INSPECTIONS ARE REQUIRED PER IRC SECTION 104 City of Tigard V.1 STREET SIDE PLAN 8/26/16 PLANS AND INSTALLATION SPECIFICATIONS FOR ENGINEERED FLOOR JOISTS SHALL BE ON SITE FOR V.I-S S GAR GARAGE OPTION ALL CALLED INSPECTIONS. Public Records Request V.I-D DROPPED GARAGE PLANS ' CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD AND CONTRACTOR SHALL NOTIFY ENGINEER OF Informational Only V2-1:2 DROPPED GARAGE ELEVATIONS ALL FIELD CHANGES PRIOR TO INSTALLATION. DRAWINGS SHOW COMPLETED STRUCTURES ONLY. Date: �� -7/ DK! OPTIONAL LANDING PLANS © 3 TEMPORARY BRACING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. Initials: OFFICE COPY i - �'PVG PRX`L4RY GONDBVS,4TE DRAN LNE FROM r n V - FURNACE. 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I 11- I I1 . 1 �I 1- ;, I = NJ- 1 , i _! -ma , ° ° i , __ , - V jj { , , 1'- ( 1 -I I 4 :—i , - , I i._ GRAPHIC NiEil-SEE SPECPIc AVOD ANY BURNS PONT calLfcTB -`� I E j r° 1 ° 1 1 ` 1—I `� 1 ;;^ i '--T 1 i I- t - - , I —1 ? f____ } 1 r 1_ 1 1 1 '. k— , i I MANUFACTURER'S DETAILS NOTE DRILL SILL IBOTTA'U PLATE FOR 1Vt' 4X4(6'DIA)CR 6x6(8'DIA)P T POST` •- d,ECTWC AL PETER NSTALL4TiON NSTRJGTIONIS: € I ! 11 t t 1 11. i ' ;_ I # 1 f - I !- I i 1 I CONDUCTS. NSTALL ANCHOR BOLTS b'DIA OR 8'DIA Cars. P.T.POST IV 811P8C 1 POST 1 CIlt LEATHER RESETANT BARRER AND FOLD TOPIX? ' , l 1 J 1 I —-same, I _� i _ Y --1 I Q " .__ ,_____. , ° same 3 FMC COOUIT VERT. ,.�_ ti.._1 I -1, �;; 1 ` ;;-� ON EITHER SIDE OF 3'COVET EE [�" -- - _._ % _ I w PIER(BASED CN POST SIZE) - _ I BASE(MATCH Po3T SIZE) Q LET ELECTRICAL METER Box PER unLITY C01 PNiY. - - :,I - - °I ° -Ti#aOUCsFI CONCH ATIOFI --- 1--1 _ II-71_ i I + _ _j �011� t I f I - - - 01 [I (��' I S "a `sae a HMSO ED CCL. 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PERMANENTLY \ / O DIAMETER UV MA FACiiPER BOX FOR FUTURE , \ / NSLIIAllED MM N INSTALLATION OF ' ADHERED TO PIPE \ / nn° Q ° • W I lJ L,jH.EX DUCT WIEiRE W41ER HEATT t IS LOCATEp SPACER t O E8610 FEIELE � ---- FAN \ / AT TEE OCCLPANCY BARRIER B'TWV. �lER \ / IS APPROVED FOR L GARAGE APD EIDUSE-APPLY ,gRlq �'� \ / oCCUPANY BARR ER CONT.TO WALT. CaSETIBLES) c e) m II ► \ / PRIOR TO NSTALLNG PLATFCRI I NIIIP1 / _ " ,--- T;--- ,; SUPPORT STRAP '• I I \\\ /// 0 ►:'i 1 \ / 1/4 .�— �" 3" PVC RADON \ .,// I I . A \t/ b'DIAMETER AREA 1 VENT PIPE. VENT , 7 —1. d OF ALL FLOOR JOISTS THRU ROOF -ELEGTRIGALNjou RADON REDUCTION BOX FOR FUURE -� SYSTEM LABEL 6" INSTALLATIOF NOT USED ~ _ PERMANENTLY i WARNING DEVICE j 2'DRAM LK ADI-(HIED TO PIPE y CELW GRILLE AIR FLOW AIR FLOW GELNCs GRILLE A -611 1' 41' / \1 / \ -__ --WALL CAVITY -�` SUPPORT STRAP 6 MIL. I { // \\ 111W....___ _____./ .� �► VAPR -44114 1 t / •\ SHITTY PAN(DRAN TO EXTERIOR)CN 11411444N44.4 1 f 2!=a 11J-BASOR : _ i I / \ rNMM E. TALL PLATFORM ANCHIORED —,- r / TO CONCRETE SLAB F FAD .- I �° r + 1 4 // \\ NO1E: FOF 1 PLII"IiNGCODE RECURS 11* I /� III - -- { °�~ ,, ®�••��t rrtoi GAL THAT ALL(LATER IOW ARE TO PAN r0 BE(STALLED 1'OFF NE PLAN VIEW.• r-1 - l !!= ________________A:__ ° .1:1... 1 // \\ FOUNDATION 13E BITORTED APD TO FNIs3FEpWALL SIXiFACE MINI. 3" PVC I =f EI-`1 i -- // \\ DETAIILS RADON VENT PIPE SECTION VIEW: // \` WITS-I "T" FITTING. . 01 /10/2012 JUMP DUCT DETAIL coat ocon10 15 UJATER NEATER 14 WASNER DRAiN PAN WAGIVD0718I 13 RADON VENT AT CRA►UJL SPACE 12 . 11 'MOR ALL MATERIALS SHALL 8E WALLED NTERiOR ALL MATERIALS SHALL-CE WALLED NTERiOR ALL MATERIA(-S SMALL DE NSTALI.ED NTERIOR AU.MATERIALS SHALL 8E INSTALLED WAG-JUMPER DUCT-OREGON PER MANIFACTI,RERB SPgGIFIG14T10N8. 3/411 = I1-0" IACs-Ni-WATER HEATi:R STRAPpIa PER niurAcnpmee eI eerie. eta 3/4" = 1'-0" WAG-NT-WASHER DUN PAN-OREGON rem MAAPACTuNERs SPECIFICATION&. 3/4" = 1'-0" FatVATICN DETAIL RADON VENT PER MAMPACTURER8 SPECIFICATIONS. 3/4" = Ice" 3) 2X4 FRAMED 11011.FLOOR SYSTEM-SEE STRJCiIRAL PLANS DOOR SYSTEM-SEE STRUCTURAL FLANS HANDRAIL TO BE I I/2"MINIMUM BUT NO 2X SLIM OR SOLD Rtt BOARD 2X EU RM BNGE OR scup OARD 2X4 OUTSIDE STRR SEE STRUCTIRAL PLAN5 SEE STRUCTURAL FLANS MORE THAN 2 I/2" IN IUIDTH `�` \ � MN WOOER (SME MAY VARY) + TM FLYID.SIEFLOOR I' DK MAD.SUERACR SEE STRJCWOOD W12114 EASED MAL PLANS 9"MiN.lUFlOJ SE SiRJG1UR�41 PLANS9"MIN,IUNAJ 2XTt STRNGER StFER TREAD WITH ROWED EDGE AT y wreeR of..II�6 81FER TREAD WITH A2N)ED EDGE AT ‘I'C.01101 lUIER Of RI'J R5 s N EDGES W/CONCEALED ATTACII13N1 410941_ HEAD DER FI PER KM Walt 1 AD DEFIB FIR FUN WOOD NEWELL POST,SECURE TO FLOOR ------ --- ------ TO FRAMING BEL dU PER MANUFACTURERS SPECIFfGAT10Ns 1" ► r r (STYLE MAY VARY) 0 8 "— N. --—--- \t, o '.-E 1 / \ I 1 /' \ / �C:C:CC / , 'il�•�•�� / ;S WOOD*RCN :: e o I / 1 iii/ilii 1 / .r INE 0`r pn 1 l e I E / i"1YP. 1 ��; 1 / i„ S AIR i�� / / lc yMDF CAP,STYLE MAY VARY w �. / a / / ►� / a / /E.74�' 1 S �,:I / mill .l''', a /�, s�01•101_ N.—_.....-• N. 4 . ° LAG MK 1/16'0E3 REEFS,TYP. // hEL VW OSB RISERS,01, TYi? // IMO 0 / .,_ ,) ...,:::: t (3)-YX 12"STRINGERS NEW ,z —— (3)-2'X V'STRINGERS/YERIY ,/ 2X>?STRNGER 2X�S —'- 0 N SPACNG 11V STfIJCTIRAI) 1C'F--1 I X I SPACNG WI S1RJC1lRAL) 1 RIn STAIR SYSTEM-SEE PLAN I r 1 I-b2'GAP FOR GYN:BOARD PROVIDE j'MEMOIR GYP.SND.AT _ PROVIDE 4'WIERIOR GYP.BRD.ATTIN N ENCLOSED 44A3I1ABLE SPACE LIVER ENCLOSED HABITABLE SPACE LIVER 2X4 FRAMED WALL N - " Nr- STAIR FRAMED STAIR OPENINGS PER PLAN STAIR MERE OCCURS) STAIR(IMRE OCCU 5) I :�+tCOMAE CC RIM TNA MIL DANGER AT EA STI�ER sIMPSON THA 1'1T1..HANGER AT EA STRINGER PLAN YI$W �eE A A Q rz I TO OR MAL OR EOJAL 0 v O N RJM EVERT 48'MK 2X CRIPPLE WALL N6ERE OCalRS) zZ p -� N c' M 0 N) 2X4 OUTSIDE STRWGER w 0 INTERIOR NEWELL POST ALTERNATE 5 STAIR STRINGER AT WALL 4 STAiR 511Rit4ER AT I-IEADER 3 a eivei L o in AU.MATERIALS 84440 AE INSTALLED 5/4'NOSING ALL MATERIALS SHALL EE INSTALLED 5/4'NO516 ALL MATERIALS SMALL BE INSTALLED 2X4 FRAMED WALL w 0 IN-GR-10 NEWELL PER MAIILFACTUQEo 8PECiIFNCATIAN6 1' ■ 1'-0" WAG-INT-STAIR-STRINGER AT WALL PER MANPACTUREM BPECFIcATlCNS 1-1/2' • 1-0' WAG-NT•STAR-STRINGER AT LEAD PER MARFACTURERS SFECEI;ATIONS. 1.1/2" ■ 11-4?)" o DDO TREAD EXT5475IJ SKR O OUT SELECTED. TOP CF TREAD Al NOSING OR C Ib WOOD OR MDF CAP W/DECORATIVE TRIM, \-- 'il TOP OF 1I08EEp FLOOR STYLE MAY VARY in (3)-2"X 2'S1 ( 7 iiiiiiiiriiiiiiiii — iiiiii ` SPAM IW STRJCTIR/W TW-AD1'.054110 SiRIWER F0 SKRTBOARD OPT.IS SELECTED. yCOtR M W'�ER Cf PMERS 4 (3)-2 X 12'6TRNGERS S -OW- T SSR MEAD OR�,WTFI 9 MN.(U(UM1 ROUNDED EDGE AT t40614TH9EAD Deem PER PUW (VERFY SPACNG WV i I 4X4 NEWELL POST ♦ STRUCTURAL) 47° ATTACH TO RI`i UV 6 ISD NAILS Ti REFER TO STRUCTURAL DRAWINGS FOR 1 —— ' 9"MN.(UNA.) STAGGERED LATERAL SUPPORT OF GUARDWALL AT ., ‘. / g // SUER TREAD OR EQJAL INN yco R1 Mat MRS 4 AT STAIR AND OPEN t0 BELOW AREAS c<-, / / ROWDi D EDGE AT NOSING IFE/0 DEPTH(F R FLAN \� / 0 I I 1 -- c� e / • i i // I" caw met of RiS>�8 c FLOOR JOIST OR RM LIVER -— 1 ,fir / • 1YP / \ CUT NEUELL THROUGH SUBFLOOR `� _ \ in / / / \ /// TR�ID Da°+N f'Et f IAN WALL �r D. 2 LAG BOLTS EQUALLY SPACED — 1 I`% i9 // I°11 P. : ^ 0= a 5 PROVIDE�"11ERIOR GYP.f3RD.Al / (77 'S# \ I" / `° // �� O A ENCLOSED NABITASLE SPACE UNDER / \ /'� , / DAP 4000 APHESIVE OR EQUAL FilmfA STAIR MERE OCCIRS) / �. i ' / 8°MAX % WOOD STUD Iltili,((HERE OCCURS r I` FLOOR SYSTEM,REFER TO I I —mac MK 1/16'055.REEFS, —I s" `► 6' STRUCTURAL „►�'� ./ ,;:►. .... / & L $ j) !! l i EDC�EGOLD OR EGA MK 1/16'OSB RISERS,Tr. cf) GUARDRALS SHALL COMPLY WITH CON.2X PLATE m 0141014.1.SHALL COMPLY 11TH THE GIJRRENi MUNICIPAL BUIIDNG 2x4 MET PLATE-SEE S1IdJC1tI?AI. _ AND BE DESIGED PER CURFEW CODES. `� DRAwlrc�6 -- 4 - ►tet ISOMETRiC VIEW (P' C[3C- 110 2X SLK1G OR SCUD R11 BOARD LOCAL WILDING CODES SEE STRJCiURAL PLANS INTERIOR NEWELL POST ALTERNATE 10 STAiR STRINGER AT LANDING g STAiR STRINGER AT FLOOR g INTERIOR STAIR FRAMING W/OR WO/ SKIRT BOARD 1 INTERIOR GUARDWALL 6Oo AU.M4TERIA-8 SHALL BE INSTALLED 6/4'Wad ALL MATERIALS SHALL BE INSTALLED 5/4'N0StlG ALL MATERIALS SHALL BE INSTALLED NTEWOR AU.MATERIALS SHALL BE INSTALLED INTERIOR ALL MATERIAL8 SHALL BE INSTALLEDr---- IN-GR-II NEWELL PER MARFACTINERS ► 1-1/1" = I'-0' 11110-NT-STAR-SiRNGER AT PLATFORM FER MANIFACTURERS SPECIFICATION& 1-1/1" = I'-0" WAG-NT-SLAB STRNGER AT FLOOR PER MANFACTUFERS SFECEICATIONS. 1-1/1" = 1'-0" 1lWG-NT-STAR.No SKIRT BD. ER MARFACTLIMERS EMIPICATICNS. 1-I/2" = I'-0" ix_ u.1 FER MANFACIURER6 ► 3" = 1'-0" Cf) I: =9 IL SHALL EE CONTNJOU6 ,Cf IEE PLAN FOR WIDTH AND RJN RU.LJ3rCsiH OF STAB 3/4'MDF CAP IV EASED EDGES 0 HANDRAIL Dc6 WOOD OR MDF CAP W1114 EASED DGb WOOD OR h GAP WTH EASED HANDRAIL GRIP TO EE II'NMI EDGES WI CONCEALED A?TACHM�IT EDGES IV Ca1:EALED ATTACIMIT BUT NOT MORE THAN 2'MA>dhlM N TO FRAMIIrG BELOW TO TRAINING BELOW a CIRCILAR CROSS SECTION-HANDRAIL )741• ENDS SW.EE REtIM OR 2X 15L0036 FOR HA DRAI. WOOq APRON TEI�IINATED AT REUEL POST SUPPORT-ATTACH RAIL IV 2Y'X VOX,APRON I 3111 LAG SDF8 IS AT 48'0�MIK TREADS WITH 4108E PROFILE PER RAIL TO BE NM=WiTH SECTION DOUBLE 2)C TOP PLATE I'N'1 WIGHT OF 34'AFD 2X NTERIOR FRAME WAIL -„Z DOtbLE?X VP PLATE MOJcPUi OF 38' 0 // ) NTERIOR GYP.BOARD GUS 2X4 1141401.04 FLOOR SEEATIING NIERIOR GYP BOARD ' //;r !// FNISH FLOOR OR STAIR NOS g WW1"al OF Rill*4 5 2X4 POOLE FRAMED WAIL- CONTINUOUS 2X4 ThROUGH FLOOR 9FEATHNG / // o TREAD P TH PAt PLAN SEE FRA/1145 PLAFI N , a” 11 2X SILL PLATE W 2X SILL PLATE - / STAIR RESER,TYPICAL. // / y TE 14 C1 FLUSH WITH WALL SASE-SEE ITEROR FINISH / // WifLOOR MALL SASE-SIE INTERIOR FINISH SCEEDII.E FOR SIZE AFD TYPE / ram-E FOR SIZE AFD TYPE TREADS WITH NOSE *At,t /4-,,? STAIR STRJNGER•PO NOT OVER CUT 't- r NOTCH 14 SOWER 2114/41.11 6"OF QV ro —` • UFDISTIJIZBED WOO IYPJ 1 ATTACH TO REM IW 6 I6D NAiLS ATTACH TO RIM W/616D NAILS STAGGERED T 47'1 at,_ STAG D 17' TYPICAL ro NOTE: HANDRAILS THAT ARE FIRED AT STAMM ALM FLOOR JOIST OR BEAM112"M STAIR SHALL BE camas THE RLL LENGTH OF THE UNDER WALL ALIGN FLOOR JOIST OR BEAM DETA I L5 CD • STAIR RW �'— CDUNq>R WALL 1 2/09/201 1 ROUGH FRAMING AT CURB 11,ALL-150 15 INTERIOR N-IANDRAiL AT STAIR 14 STAiR AT CURB WALL-ISO 13 DOUBLE FRAMED LOW WALL WITH CAP 12 INTERIOR LOW UAJL WITI•I CAP 11 —� AU.MATERIALS SHALL BE INSTALLED INTERIOR AU.MATERIALS SHALL BE INSTALLED ALL MATERIALS SHALL EE INSTALLED INTERIOR ALL MATERIALS SHUY.L SE N$TALLED INTERIOR ALL MATERIALS SHALL SE P STALLED (WIG-NT-STAIR AT CURB WALL PER MAIVACTuaERR SPECFIC ATION6. 1-V2" • 1'-0" IIA_-NT-STAR-WUDRAL PER MANIFA IRS SPECIFICATIMS. i-1/2" • I'-0" WAG-NT-STAR AT CURB WAIL PER MANLFACTURE RS SPECFICATIONS 1-I/2" 2 I'-0' WAG-INT-LOW WALL DRYWALL PER MANFFACTURERS SPECFICATIONS. 1-1/2" • 1-0' WAG-NT-LOW tIJALL wag GAP PER wwFAC1 Iamb SPECACATIONM. 1-1/2" " I'-0" T RAIGTASOR EXAIA� ._ .,. ... . CUV8 \ / LAMNATfD ASPHALT 61411416141141.126(ASTM D-3462)W(I)/ . �/j \ / ALL JOINTS TO LAYER Tl INDERLAl PENT(ASTM D-216)-RIFER To • / BE CAULKED WITH WATER TIGHT SEALANT EPECs.FOR STYLE AND N61ALLATION REQ a ENTS / ' 16 Ga G-so GALY.METAL VALLEY RASING \ V W(I'MEL M CRM? SECURE VALLEY •' TRI APPROVED AZ ///�`///; '::::':::`:: \\ / _awroi Fl.ASHNGPFRMANFAC1lRER'SNSTRUCT10N6 .� ELECTRICAL.Box ' ' RASH ANEL A J ../ \\ I/ .44,0p440, 2,/02, '� ��`�s'r ��+!,�+�� \\ // 1-PIC-CE4X4X8stlf' p( IORF6FIOUER DOIG-EARCORNF.R '3 ./Ij` �� \ / MAC msec> a�w�AP OR ec�lAl .� �� S '- \ / 8 Z g \ / 0 o \ ' 4x4x13'STEP F1.ASWNNYs ♦` ,�. illb 101111 I g ell T .7&- \• ,/ s+uNDERLAYhBR OVER SHEATH$ - ss�� 'I GANG ;::: , ; .. 36'WIDE NEAT SWEET UNDER � � :r ROOFING ANDER AITIENT PER I i ELECTRICAL °�` LAMINATED asPHu4It SINGLES �d•'�►��',� • .`�� • ROOFING MFR NOT USED rASTM v-346z)W+ruLAYER�+ \VI* 1610� � �\ ��:- 11'. rIP1404,+r HIIpE>ILAYhTENt(A*3TI1 D-216)- _ LAP FELT OVER hETAt,STOP OF - r0 STYLE �.lf vERFY SIZE eo9c + REFER SPECS FOR ANDSTEP_ ��,I :I� FELT 1 SNORT OF ORM �Lt C V ELECTRICIANa -, / \ INSTALLATION REtxNRB194TSDIVINER ►: I ISOMETRIC I. PRE- D TRIOS % / \ I.AMNATED ASPHALT S IK ES uV ILS ` • J /� , CUT ALL VALLEY SH$ESIriLW _ 4 ...wasi Ilk Zo �'—-__ „ BarTOM LAYER rI ATNER / \ INDERLAME T OVER ROOF SEAMS , /�/ `, �• —_ _ I I I/4 RESISTIVE / \ SHALL BE WALLED PER THE marIII GUITE'R�FASCIA-HOLD 1'OFF SOW � 'i 1• AT JON$CF ROOFS,VALLEY METAL / -'` ' / � / \ HOLD 3'OFF FRAMING F STONE 16 USED- /��/ 6FtAl.L EXTEND r0 GUTTER AT BOTTOM 0 ++ in / \ MwIt:IPAL CODE& ► ' Cy t�7 $U1 OTS F IS TYPICAL PARI.INS1ALLa1TON NrTRI1CtIAJ6 TYPICAL—LATHING-- N�STA�4 J / \ HOLD FRA1116 BRICKUSED ' AT RIDGE,RATIN VALLEY RIDGE,EDGE N h 1-- elEP I-PUSH PANEL ON OVER ELECTRICAL TEP 2-PLACE aICIA LA5H oVER TYVEK / \ �, cut AND FOLD OVA TWE O11 R VALLEY ., 0) N 8090 PANEL COLLAR PEASE 8E FLUSFI U1114 BOX DRANUZAP T1�1 CUT AT 45 Tis RVI / \ / \ INV_ v NOTE:UNDERLAYINT SHALL WEND A MN.CF IX n Ex24'FARADS FLASH-- , N Q OPENING EDGE. CENTER OF PENE1RaTION. / \ O UP VERT:WD/BIKYs OR WALL � NOTE: SEE .ASH CROSS RI ERENCE STEP 3-TUCK XxNX LASH BEHIND 45 DEGREE / \ 1' \ 1`�i NOTE= REFER t0 SrRUCitRAL DRAMS FORO N SWEET FOR Box COMPATIBILITY OR ANS CUT ANO FOLD DRANIRAP OVER / \ ROOF DECK RECORE ANTS E0 N DETAILED NSTALLTTON NSTR1CTIVNB AT CIllaR AEHI TAPE WITH sTRAIGNT RASH OR / \ SEEGENERAL INIENI, W UEBBITE IUUU�QI110eLS PRODUCTSCa1 APER M EGA. // \\ Z = VID 1 N FOR MORE NFORMATIOK / \ 0v c In Mph QUICKFLASN ELECTRICAL BOX L=EASHING VO6INO0120404 4 PARALLEL WALL AT CORNER tumtweetos 3 STEP FLASKING wampum 2 TYPICAL COMP05ITIOI VALLEY WaGN10 nnva 10 EXTERIOR ALL MATERIALS SHALL SE INSTALLED ALL MATERIALS SHALL OE INSTAL!.® ALL MATERIALS SMALL OE WALLED COMPOSITION ASPHALT SHINGLES ALL MATERIALS SHALL EE INSTALLED W 0 WAG-EXT-oiJIGKR.ASH VENT FLASH$ FER MANUFACTURERS PACTUI SPECIFICATIONS. 3N • I'-m' Ro-IPL-10 PER MANUFActu a ICATION& N T,9. Ro-PL-a PER na+rA URERe SPECIFICATIONS. N t.$ tIaG-ca P-VALLEY I-U2' , I'-®' 0 ■ p PER MAruPACTU1eEleD erECP�cATIONa c%-id � .�,� CUT ITV sTR4IGHr FLASH oR EGA/ / PROVIDE(I)LAYER ma PRAN RAP C �,LI�' pp L�4Ei .AT R OR EQIAL OVER SEATWNNG AT SIDING ;//�44G-4,00-7,2-= LAP SIDING.REFER TO ELEVATION FOR S v s � .. ........ � LAP SD R�t0 ELEVATION 111 LAP SDNG,RL3ER TO ELEvatION ,��/ � STYLE ASD SIZE w - F ROOFING htA1ERIA.OVER FOR STYLE AND SITE ` FOR TYLE AIw SIZE WDERLAYMENT ON SHEATH$ zX FRAN NG(Sts:FRAMING PLAN) .,, ,1 1X FRAM(SEE FRAM PLAN) dilfLASWI(OR APPROVED ,/ � /,1,,/ 4'SELF-ADWERN's STRAIGHT RASH OR HANE BOARD MA)PLUMBING PIPE �� wt.-r oVQa.AP+FLASHN3 j WALL sHT:aTH$RE: MIK DRANURAP OR MAL i FLAS 1111 PANEL ti0 `c/ A. �/,,�i/, • ICE AND WATER SHIELD,MATCH HEIGHT AT ROOF § TO STR ICTURAL OVER EXTERIOR SHEATH$ ` n /�,4r __.4:7747 rf"'F,�f,', LAPNNATED ASPHALT SHINGLES IV FAUN' 1.A1rhENT �� (U LAYER TYYHC DRANIRAP OR 1 `_ WALL SEATING RE:TO MARA. t S �1/�� 1,1 1 OVER ROOF sWEA1NNG SHALL BE WALLED PER SCULL OVER EXTERIOR SWEATING '' '� I I ` =� ��/ LIE CURRENT MWICIPAU.CODES. EXTERIOR 4 4'SELF ADWERNG STRAIGHT FLASH OR �ii f i, 4'SELF-ADHIp s STRAIGHT FLASH OR EGNLAL•i OVERLAP+FLASWINrCs ; 4 I i CLOSED CUT VALLEY EXTERIOR w E61JAL-i'OVERLAP+FLASWI$ `1 GALVANIZED SHEET PETAL RASING qa 1 \ I el- U'ENG o 36'HIDE VALLEY FELT = I 4'X 4'X Ir STEP FLASHNC i i i PIPE y i �� • I I %1 LAMMED ASPHALT SINGLES AIV tP EXTERIOR I Z4- Q 00 s 0 o o I LN _ ► �, 1 LAhINATED ASPHALT 5HWIVCsLES W/B' 1 % • /- /4/ ./ . 1 IN)ERLAYMFNT OVER ROOF SHEATH$ = �\ VERIFY SE r `* _ _ 1/DERl.AYMENt OVER ROOF SHEATH$ i f 3WIAJ.L BE NSrALLED PER THE ORM i p, Fi_tt'HER i ifff TlVEC SHALL.BE NSTALLE9 PER THE CURREM MINIMAL MOM �� „,- I I ‘4. 0 !U LAYER OF MAN ROOF FELL hNNIUPAL CODES. = N =;C\t 1 ROOF SEAM RE: -`-' `J ►. . •►.^ .�,. ,..�...6.� I I TO STRUCTURAL. F MINIM 4.12 PITCH , J q tt7il�i m BLodc$ AT(tiIdCET �Na , r ROOF SHEATHING RE: M1/1-- 811Pmonad a ,f, PRS- Trap � , � �� ROOF sWEAt1ING RE \. E; to sTRlctuRAL , X • ./ ! TO 51Fn1C11NZ4L RAFTER "" ` \��, INDERLAY BIT TO BE MI NH r , . n m ,, TAILS ' HIGHER THAN SHEET PETAL FLAMM "' L—-- BOTTOM LAYER THER , ` '—— I I" "" RESISTIVE 4'X 4'X8'51EP FLAMM Ti / / — '`` — __._ / ( EXTEND UNDERLAYhENT ABOVE STEP r"` h.,.rJ a 1 / 1X CONTNbU6 LEDC#R 2X BLOCKNC: 0= TYPICAL PANEL.NSTALLATION 145TR1CTILNs: TYPICAL.LADING NST. F.TTON-NETROONt J FLASHING I'MNMM - — : 2X DRE LOCK UNDERLAYMENT To BE MNE'111 r 2X FINE BLOCKING I STEP I-PUSH PANEL ON OVER PI.11 CW FIFE. MEP z-RACE X ASH OVER me: 4X FRE BLOCKING ••• ••• '411(1y�,�t FRE-ENC D MISS ...- PANEL IIKGFER THAW SET METAL R A14416 s 5)1 COLLAR MIST BE FLUSH NTH BOX DRANIIRAP 161 T 45 DEGREES FROM — - .11 � OPEN$EDGE. CENTER CF FeETRATIOK FRE-ENGINEEM TRUSSc4s V�J • • INTERIOR NOTE= SEE XaI11CHP!-ASH CROSS TUC STEP 3- K CUCKF.ASH MIND 45 DEGREE . .. . .. . • 11" INSTALLATIROO SET FOR BOX COh1PAT1BILITY OR ANGLE CUT AJtD FOLD DRANIRAP OVER II4STALLATION AIF ROOF SHAD.BEN ON CF F SHALL BE N 'NSTALLATIGN CF ROOF SHALL BEN 0 DETAILED NSTALLTION NSTRICTIC IS AT QJI ASH TAPEWITH STRAIGHT FLASH OR ACCORUAWCE WITH MANNFACIIJRERS INTERIOR ACCORDANCE WITH MANFACTUFERS ACCORDANCE WITH MANFACIJR ILEUM u�.uaicI FISH#'RODUC15ca1 APPROVED SPECNTCATIOIV6's MNICIPAL CODES d) .". SFECITCATIAr3'4 IINICIPAI.CODES c SPECFICAIIaNS'41INICIPAL CODES tf) 111-1 FOR MORE NFORMAtiat d QUICKFLASN PLUMBING PIPE FLASHING vioauioDuaHoq 10 TYPICAL CRICKET Immort 9 EAE TERMINATION INTO WALL warm= 8 ROOF FLASHING AT WALL (5101%) IIwA IMON1609 1 ROOT= FLASHING AT WALL (SIDING) itha1'IODNl60s 6 o EXTERIOR ALL MATERIALS SHALL IDE INSTALLED ALL MATERIALS MALL IDE INSTALLED .ALL MATERIALS SMALL OE.INSVT.ALLED ALL MATERIALS SHALL CE *WALLED ALL MATERIAL. ISE INSTALLED n `l! N ICON a 1_ N PER MMIIFACTURERS SPECIFICATIONS. I-1/1N f 11-0" RO-CP-UD-5W-1 PER MANUFACTURERS SPECIFICATIONS. I-1/1N 1: 1'-0' RO.GP-11)J' .ww-1 PER MANIFAC URERS SPECIFICATIONS. I.1/2N ■ 1'-0M WHIG-DR-6lIIdCFI.ASN V9�T FLA6HNG PER MANUFACTURERS SPECIFICATIONS. 3 e i-0 RO-CLP-UA-CK-I PER MMIFACTURERB ePH�ICATIONa. I-1!Z ■ 1 0 RO-F�I.-� -•.- SEAL Olt AIV STRAIGHT FLASH OR MAL //n7I(‘14/ N OHS�.:�::•:••••..:.;:.:: • //j, ... . .d im �. 114 ` l:: /rte` 4X4X8 GALVANIZED STEP RASING a 1 )EXTERIO R ORA /� 4 ::..:;.s::::::�: IV 3'OVERLAP N�3paJEI. /� TYVEK — RASH � / r, / LStRAKPWR USN OR EQI1YALl3lt- • 1 .,, MNtMIJM I OVERLAP el' I SNP 3 III �, �*".", 41';fr i �/ I NaL to ANCHOR RA51 6 ti*-. 'Al t!�vird // . RAFTER TANS SEAL w ROOF MASTIC 0 • —" DOG-EAR CORtER+45' - , CUT FLASHING CN FOLD LINE Bt30 DOM p .,� % Q - 0 F1 AP AND Puss OVER RIDGE taEa.IV '�"Ille� IINIT� I� = N / RIOOF MASTIC AS SHOIIK 4 /r d NOW TRM BOARD , iYVgC DRAJNRAP �''/' (�r' -HOLD saw r OFF ROOF0 M ROOF _;• IMO.M IM � . IM.POI= .14000)Nii .. '' .,4111100°' ,P# 5 FM IOW&On=MOM MIX 0101° a ¢" LAMMED WW2 '°"°" a 5 - .�►� ° ..:t �' Q YMENT ova ROOF SINGLES ��/� /,pe SH4U.BE ISTALLLED PER THE T NT a� * . \'41" hNNICIPAL CODE& �►. �� — I I" •r BOLTON LAYER FATHER --—_ RESISTH BARRI R 1;1. TYPICAL PANEL INSTALLATION INSTRICTICta AI.LATHNN- NSTAD11C/11145 RIICIIGG J 41P* .441 \ STEP I-PUSH PANEL ON OVER EXTERIOR GAS STEP 2-PLACE QJCKT ASH OVER TYVEK PFE. MEL COLLAR MUST BE FLUSH UITH BOX DR4NIR4P THEN CUT AT 45 DEGREES FROM OPEN$EDGE. CENTER CF PENETRATIOK NOTE: 3E: N CROS .ASS STEP 3-TUCK CUCK LASH 1:81110 45 DEGREE TrPI GAL SHEET FOR BOX COI'PATIBN.ITY OR ANGLE CUT AND FOLD DRA NIRAP OVER 'INSTALLATION aF ROCF SMALL BE N DETAILED NETALLTION NSIN,C11CNS AT sa TAPE UN STRAIGHT FLASH OR I M � I=L�S�'I I NG IEBSITE WUU.02110 FLSWN'RODUCTSGOM APPROVED ENTAIL SPECFICATIONS'4 MNICIPAL CODES DE TAILS FOR MORE*MATO. 08/23/2011 QUICKFLASN CCAS PIPE FLASHING w/aw/01204m 5 DIYERTER FLASHING AT WALL TO ROOF war10 orm 14 BARGE FLASHING WAGPIOD1109 13 BALD RAFTER TO WALL FLASHING OWATOOrefea 12 RIDGE TO WALL FLASI-LING 1 i EXTERIOR AI.L MATERIALS SHALL EEE INSTALLED ALL MATERIALS SHALL CE INSTALLED ALL MATERIALS SHALL 1 E WALLED ALL MATERIALS WALL OE INSTALLED ALL MATERIALS SHALL OE NSTALLED WAG-EXT- 1110 LAS4 VENT FLASH$ PER MANUFACTURERS SPECPIGATIONs. 30 : 1'-0' Ro-FL-906, PER MANUPACIURERS SFECPICA?1 e. I-L/2N s 1'-0' RO-FL-20 Pae MANUFACTURERS epacmacos. NIS. RO-FL-2I PER MANUFACTURERS SPECDPICATICNS. NIS, RO-GP-RG-2-I5O PER MANIPACTURER6 SPECIFICATIONS. 1-I/2' ■ I'-0' 13 \ / \ / \ / \ / \ / \ / \ / \ / EXT.TEXTURED CEMENT BM SIDING INSTALL INTERIOR GYP.BOARD ^ iir*tor \ / \ / PER MAMFA,CIU(�ER)OVER Arp GUR3 � —MT GYP BOARD -\ INTERIOR Gl P BOARD �� \ / \ / DCT.OSB OR FLIT!).SWAM EXT.OSB OR PLYWb SEATING \ // \\ // TO STRUCTURAL DlW'S. DW(N KM 10 STRUCTURAL t •\ / \ / 1 1 I \ / \ / LAYER OF WEATHER N. LAYER OF WADER U\ \ / \ / EXT.Ole OR PLYGUD.SFE4TH z EXTERIOR LUAU. RESISTANT BARTER lGRB) 0 RESISTANTBARRIER(WV --.-. !Z GLADE OF IN3 0/FLASHING OJT INTO \ /• \ / REFER t0 STRUCIlRA1 DWs'S. a'IINDE OF 1143 O!fiABHNG CUT WO • A.0. \\ // \\ // Tr GIDE OF Me D/FLASHING OJT INTO GR8 - , GRB b'UNDER SEAM kV b'OVER SEAM ^ GR8 b'INpER SEAM ANp b'OVER SEAMorn EXT.TEXTURED CH]1B4T \\ // \\\ /// SELF AC>EERI�L's M BANE F1..A6NNG TAPE 'SDIM(INSTALL \` // •\ MT .H.ASHNCs TO WEATHER RESIST.BARRIER rOVER AN,in CORROSION FOIST.SR MIL WV 4'LEG 4,- P 1 1BOARD TRM ��//,, CORhOSION RESIST.SHt MIL GUI 4'LEG —, CORROSION RESIST.SHt MIL GV 4'LEG k. ((1 • SELF AMR)*MEMBRANE FLASHNG TAPE ^ SELF ADE MEMBRIWE FLASHM3 TAPE I NOT USED �GORa0SI0N RESIST.SLAT.MTL CONI "AR GAP MIL.FLAW TO WEATHER RESIST.BAIRRER MIL FI.,4SHNG t0 WEATHER RESIST.BAtWER NOT USED X ILASHNCx W/DRIP EDGE , :; es El 1 • ' g // \\ // \\ "DELTA-1)R1' RAMMER yam INITIAL LAYER CF i M D 1:04/0TM -.^ O / \ / \N. % r..• - WEATHER RESISTANT HARD BOARD TRH / \ / SECOND LAYER OF LEATHER BARMIER MB) SELF ADHERING:MORA*FLASWNG TAPE ,- . / \ / \ -7 LEATHER MIR BARRIER TO GARAGE TRIM \ 4Da), N) / \ / \ RESISTANT BARRIER NRB) % .; 8A HEADER / \ , ? (\j (3) (/ N / \ // \\ CAULK gir4Ve; CAULK —'.N li/ \ \, MtORTAR OVER UIIRE LATH AND SCRATCH COAT j. '4 INSULATION INN 2 2X GARAGE TRIM11"1 N / ♦ / % r5 iIX / \ / \ /, v Q-LON VEATIERSTRIP / \ / \ A N / \ / \ MAMFAC1UI D EXTERIOR SCONE V9EER ' . `: SOLID CORE IIIOOD,METAL EXTERIOR AND/OR v 00 / \ / \ (INSTALL PER MANFACTI R) % : FRENCH DOOR-VERIFY DOOR MATERIAL LW w -v N w / / +' LOCAL BUILDNG DEPARTMENT z = i N / \ / \ III I./- 0 8 C I / \ / _ �, TER WAINSCOT W/ AIR CHAPS EXTERIOR DOOR HEAD CONDITION (SIDING) \ o 3 D �� 2 GARAGE DOOR NEAP (SIDING) WAGMODm32210 . 1 w o EXTERIOR(WALL ALL MATERIALS WALL DE INSTALLED EXTERIOR DOOR FLASHNG ALL MATERIALS SHALL DE INSTALLED GARAGE DOOR FLASHING ALL MATERIALS SHALL EC INSTALLED o 111O WAC:-VENEER WANSCOT-AIR GAP PER rur�Acn S 9:gam rla*. I-1/2" ■ I'-0" WAG-DR-HEAD FL A9NIJG-SID1.6 PER Ma�ACT Rs S 4TIONS. 3' = I'-0" WAG-DR-GARAGE-I4E'AD-SID% PER MARFACT RS sr CFICATICHS 3" .. 1'-0" -J CI �" M \ / \ / m \\ // \\ // COFROSICN RESIST.HVe'Xd4"L'MIL.WV HB'�ED_ EXTERIOR GRADE DOOR WI WEATHER STRIPPING I/2"GYP BOARD (WHERE OCCURS) EDGE NOW TIGHT TO HARDBOARD TRIM \\ // \\ // SELF ADFERNK%MEMBRANE INSULATION PER LOCAL PROVIDE DOOR SHIM AS!REQUIRED 2X WALL FRAMING,REFER TO STRUCTURAL \ / \ / FLASHING TAPE 0/'L'MIL BUILDING CODES \\ // \\ // NmA1 LAM t7F LEATHER MIERIOR GYP.BOARD INTERIOR(RIM PER SPECIFICATIONS \ / \ / RESISTANT BARRIER lam) DRYWALL FINISH At INTERIOR GARAGE DOOR HARDWARE ffa \ / \ / EXT.068 OR MAID.SNEATK \ / \ / REFER TO STM C1 RAL DLO. (� \ / a / BATT INSULATION OVERHEAD SECTIONAL GARAGE DOOR, I 1 I \ / \ / \ / \ / LAP SIDING,REFER t0 ELEVATION REFER TO PLAN /ELEVATION FOR \ / \ / I FOR STYLE AND SIZE STYLE AND SIZE \ / \ / 0410 \ \\ // \\ // 41 INTERIOR Q 4,151048MASitiSitleSiti :. -- r r' I i. �► a �► w s �► w w / NOT USED NOT USEDA. ArAr7Arr •.z DOOR STOP W/WEAtFER SEAL JI_. Da.TEXTURED ce Nt - - - - - - - - 111\k / -\ / -\ _BRD.5IDNG(INSTALL PER ' ,�-� / \ / \ PELTA-DRY RANSCREEN BTI MAMFACTURER)OVER AND i \\\\1\\\\\ HARDBOARD TRIM / \ / \ SECOND LAYER OF WEATHER LATHER RESIST.BARRIER f , EXTERIOR „^ // \\ // \\ RESISTANT ER(LRB) HARD BOARD TRH FRITS 4'STRAIGHT FLASH OVER T'YVEK DRAINWRAP CAULK ALL JOINTS ((vJ ) / \ / \ MORTAR OVER WIRE LATH Aro PANT-CAULK BETWEBNI IREFER TO DOOR/WINDOW FLASHING DETAILS— // \\ // \\ AND SCRATCH COAT AND V 3/16" GAP- // \\ // \\ MAMFACI RED EXTERIOR STONE CCU"1tIMJOUB 318"BEAD OF WATER TIGHT MIL FLASH1.6 f-H- 1 O VENEER(INSTALL PER MAi1FAGTU(ER) HOLD STONE TIGHT TO"L"NTL.- // \\ // \\ MORTAR AND GROUT ANY GAPS SEALANT OVER 3/16"GAP REFER TO ELEVATION FOR © // \\ // \\ EXTERIOR FINISH 5/4 X TRIM,REFER TO ELEVATION p SIDING OVER(I)LAYER BUILDING PAPER [[��--'' // \\ // \\ PLAN YEW OVER EXTERIOR SHEATHING 10 VERTICAL METAL FLASHING AT SER WA411O0031910 a EXTERIOR DOOR SW NG DOOR JAMS 1 SIDING At GARAGE DOOR WAGMOD111609_ 6 ri----) EXTERIOR ALL MAMF A 11 SHALL E INSTALLED " ATA SIDING CONDITION ALL SHALLMATERIALS �T�. 3' • I'-0" DR-WD-GD-JB-2 ALL.MATERIALS SWILL EE CATS- 1-1/2" ■ I'-O" WAG-VERT FLASHING-VENEER �MANFAC'NRERB 8Pl:CIFICArIONB 3" = 11-0" WAG-DR-WD-EN-JB-} \ / \ % \ ///////////// \ / \ / IREGE5SED MING AREA vgp/Fs j \ FLASH OR WITH EQUAL WHEN NO/ \ / \ / SLIM GLASS DOOR IE IVC cE 4 SLY. \\ // \\ // FOLD T'YVEK OR EQUAL OVER \ -'�� OVERLAP EXISTS \ / \ / c STRAIGHT FLASH OR EQUAL - Q \ / \ / NSW.FLEX WRAP OVER TYVEK OR EQUAL INTERIOR f�l SEE WINDOW INSTALLATION \\ // \\ // S WNDOIINDOOR INSTALL DETAILS �� 4, INTERIOR FOR DETAILS -I / \ \ / \ / / 'RIGHT SIDE / \ \\ // \\ // ' it_i OTTER SECTION / �< J \ / \ / �I0 DUPONT FLASHING TAPE FRCM \ / \ / L JAMB5ILL GUARD DOOR FRAME OVER GAP to/ DOOR THRESHOLD SHALL �„I �7— \/1 \ / \ / NOT EXCEED I N HEIGHT k Ili IDE TYVEK DRAINWRAP OR EQUAL \ o \ / . \ / \ / Y411 TR/1/131X ��.�. ....) ...��N \ / i1 i 1 )- .4(f‘10(1415/4 TRIM, 1...R�ER t0 ELEVATION _*-- TYVEK DRAINWARP • a EXTERIOR DI ATT� TRT 1111.1 '.4-• ' vOR EQUAL' S>CPE � ° v �� _—� � NOT USED NOT USED EFLACKSLCPEMAY RAISED SCREED PROVIDE FROM 14:05E MK "PER FOOT,TYP T „, :: a a as AT ALL D �PAN PER MANFACTIER'S NSTALLAtiON NS1TCTI0N5 / �� ° ° /- J 36'MNHA14MVNv-i ° v , 4 v EXTERIOR WiT�I�gTw�l BARRIER � ♦,�" i/D(i.ROR/4” rwWWnV/'TRIM , G .CLLK GAC/ \ / \ ° / \ / \ /\\/\\/\\/\\/\\/ 1 ° a JAVA GUARD. ♦♦.'� /\/\/\/\/\/\ °' . ° CONCRETE FLA SLOPE AWAY ° " . °. a . ° ♦ / ./// // \\ // \\ \//\/\/\/\/ I FROM I�(OUSE MIK i'PER FOOT,TYP. : ° a `' . DOOR FRAME ��♦j / \ / \ NOTE: EXTERIOR WORE SHALL OPEN ONTO A /\//\//\//\//\//\ a a 5 /40 1 / \ / \ LANIDNG LOCATED NOT MORE THAN 1 ' % \\\ \ \j\ ° c . °d ° °. ° °° a :. °v. ••./ / \ / \ BELOW TOP CF THE THRESHOw CF THE / / / / / I. • / \ / \ SL}Dt4 GLASS DOOR /\\/\\/\\/\\/\\/ + \// //\/ - 4 _ / \ / \ \//\///\//\///\/ I, °C ° .°o• // // \ \ \ � a GAPASREQD- // \\ // \\ /\/\/\/\/ ' 4. a / , .a . < / \ / \ NOTE:ISOLATE DISSIMILAR PETALS FROM orE \ \ \ \ \ \I ° \/\/\/ C� TD I GAL /\j\/ / / / a f\//\//\ . DOOR / \ / \ ANOTHER TO PREVENT CORROSION \\/\\/\\/\\/\\// 1 4. . : NOTE: ISOLATE DISSIMILAR METALS ROI CNE DETAILS / \ / \ \//\//\// // //\ MOTHER TO PREVENT COFROSICN PRE-H UG DOOR PAN /, 08/23/2011 IS 14 SLIDING CLASS DOOR THRESHOLD VIMMOD033110 13 EXTERIOR DOOR SWING DOOR SILL MMNOD032310 12 EXTERIOR DOOR FRAME FLASHING i l D)ALL MATERIALS SHALL DE INSTALLED a CONCRETE SLAB ALL MATERIALS SHALT.EE INSTALLED " PERALL MArLRIALS SO eE INSTALLED I U2" s }'-0" LI WAG-EGDR-THRESHOLD PER MANFACTURERB SPECIFICATIONS. 3" • I-0 WAG-DR-SILL THRESHOLD PER MANPAC1URER8 SPECIFICATIONS. 3' • I 0 DR-WD-FL-I50-I / ALL 26 GAUGE METAL FLASHING TO BE \ / \\ / LEFT OPEN AT TOP FOR DRAINAGE 1/4" \ / ✓ / 101... A / \ / INTERIOR GYP.BOARD ` DRYWALL FINISH AT INTERIOR 7 \ / EXT.OSB OR PLYWD.SHEATNG % \ / REFER TO STRUCTURAL DM'S. BATT INSULATION LAYER OF WEATHER � f"�\.,\., \\ \ / RESISTANT BARRIER(URB) / TYVEK DRAINWRAP OVER / 12"WIDE OF URB 0/FLASHING:CUT INTO 6" SELF ADHERING STRAIGHTFLASH OR \ \ / WRB 6°UNDER SEAM AND 6'OVER SEAM EQUAL.I" OVERLAP AT FLASHING \ \ \ // V.SITEXNRED CEMENT DING(INSTALL PER MANUFACTURER) 0 LAP SIDING,REFER TO ELEVATION ® STEP SIX OVER ANp UM FOR STYLE AND SIZE lA)CAULK INTERIOR ALONG BOTTOM AND 6I NOT USED 611 STRAHTFLASHORAPPROVED EQUAL NOT USE D UPSIDES MINIMJM. / ,.dl�l SELF ADHERIhYs MEMBRArNE FLASHING CAPE REFER TO WINDOW FLASHING DETAILS '4 p MIL.FLASHING TO WEATHER RESIST.BARRIER ,` / 26 GA.G.I.FLASHING W/4" LEG (WATER TABLE) _+ OVER STRAIGI4TFLASH AND UNDER TYVEK `f ® DRAINWRAP(OR EQUAL) 1/4" OPENING FOR DRAINAGE / \ Z ( ' HARD BOARD TRIM SEALANT REFER TO WINDOW / \ �' SELF'4DHERMGs INSTALLATION DETAILS / \ . (\( \ PER WINDOW FLASHING DETAIL ' / \ BACKER ROD AND CAULK r, // \ Cn / \ ® STEP FIVE - 0) \ _sLBA Imo+DE . / C � ! / \ // \ (A)FLIP DOWN THE UPPER FLAP OF WRB SO IT I :� I_ / \\ I / \ LAYS FLAT ACROSS HEAD FLASHING PROVIDE WINDOW SHIM AS REQUIRED // \ \\ VINYL WINDOW - METAL COP/ER Q N / \ (8)SEAL DIAGONAL SEAMS UN STRAIGHTFLASH CONSULT FLOOR PLANS IBRD VINYL WINDOW FRAME w N /i.TRAIGHTFLASF I �•( I N(C)SEAL SEAMS AS SHOW po NOT TAPE AT � I / \ C c / \ BOTTa1 CF MOLL . °. / // \ w ro AT THE HEAD,SEAL SEAMS AS SWAN WITH > ' Q DUPONT STRAIGHTFLASH: IF AN AIR BARRIER IS �II WINDOW� III I I III /� NOT REQUIRED OR F ADDITIONAL DRAINGAGE IS EXT. WINDOW HD. WOOD TRIM (SIDING) I"IA611°1OD032210 W INDDUJ �IE:AD (SIDING) W�1[/ TRIM WAGMODI20409 _ r U DESIRED,THEN SKIP-TAPE AT THE HEAD. EXTERIOR WINDOW FLASHING ALL MATERIALS SHALL BE INSTALLED ALL MATERIALS SHALL BE INSTALLED ■ C� O - .1gAD WD TRH i PER MANIIF, T1J RB SPECP4S ICATIO 3" = t'-O" WAG-UN-WD-HD-141.10-TRIM PER MANFACTllRERS SPECIFICATIONS. 3' = 1'-0" J QCO CO \ / VINYL FRAME WINDOW VINYL FRAME WINDOW \ / o STEP FOUR \\ // \ / (A)INSTALL WINDOW ACCORDING TO PROVIDE DOOR SHIM AS REQUIRED PROVIDE WINDOW SHIMS AS REQUIRED \ / \ / MAMFACIURER'S INSTRUCTIONS. \ / DRYWALL FINISH AT INTERIOR DRYWALL FINISH AT INTERIOR \ / \ / (B)CUT TWO PIECES OF DUPONT'STRAIGHTFLASHR \ / OR DUPONT'FLEXURAP'FOR JAMB FLASHING 4141 1 "- �'`� EXTpNDING I'ABOVE WINDOW HEAD FLANGE AND � ; BATT INSULATION PER MUNICIPAL CODE BATT INSULATION PER MUNICIPAL CODE \ / BELOW BOTTOM EDGE OF SELL FLASHING.REMOVE 40041 zn /� LAP SIDING:,REFER TO ELEVATION LAP SIDING,REFER TO ELEVATION \ / RELEASE PAPER AND PRESS TIGHTLY ALONG L SIDES OF WINDOW FRAME. l/ .,4, FOR Sll'LE AND SIZE FOR STYLE AND SIZE \ / \\ // \ / (C)CUT A PIECE CF 9'M(N.'STRAIGHTFLASH'OR \ / \ i/ '¶LEXU1RAP'FOR HEAD FLASHING,WHICH EXTENDS 1 \ �/ BEYOND OUTER EDGES OF JAMB FLASHINGS. -6 T E T T `I T T T WINE RELEASE PAPER AND INSTALL p 14 IP . COMPLETELY COVERIN.'s MINTING FLANGE AND I■ ADHERING TO EXPOSED SHEATHING OR FRAMNG INCORRECT INCORRECT CORRECT X\ XI\ NOT USED �I�L�RS. DuPont^FkxWrop DuPo Fi 51 PMR.tlY DuPoRIphlFluh^ =r _111 NOT U rtwene Whetl Rud,whh DuPort' overle DuPbnP \�` ` \ ... ... STEP THREE --- ,�r y y_y_F . _ �L . . . . , . . . . . . . . . . . !" 1\\ — ' 1'•MCGDJY 11dr.JlL1lP,MrAref rMaNkr•JMMMIZ•`L � / \ (A)APPLY CONTINUOUS BEAD CF DUPONT A` \\ \, / \ IEATHERIZATICN SEALANT AT THE WINDOW / \ HEAD AND JAMBS TO WALL OR SACK SIDE STRAIGHTFLASH OR APPROVED EQUAL, j TYVEK DRAIN R.AP OVER 13nb' / \ / \ CF WINDOWMOUNTING REFER TO DOOR/WINDOW FLASHING DETAILS 3/16 / \ / \ R / STRAIGHTFLASH OVER / \ DO NOT APPLY SEALANT BEAD ACROSS / EXTERIOR SHEATHING.\ TTOM SILL TO ALLOW FOR DRAINAGE. STRAIGHTFLASH OVER TYVEK DRAINWRAP / \ Q / \ OYER EXTERIOR SHEATHING. RUN PAPER / \ / \ OVER WINDOW FRAME AT HEADER STRAIGHTFLASH OR APPROVED EQUAL, // \\ ^� REFER TO DOOR/WINDOW FLASHING DETAILS 1 L7nt / \ CONTINUOUS 3/8" BEAD OF WATER TIGHT SEALANT / \ U / \ CONTINUOUS 3/8"BEAD OF WATER TIGHT SEALANT / \ / \ 5/4 X TRIM,REFER TO ELEVATION / \ STEP TUJO 3/16' BACKER ROD W/ 3/16"GAP WI CONTINUOUS BEAD OF CAULK // \\ 01-1 / \ ' CONTINUOUS BEAD OF CAULK / \ // \\ (A)CUT DUPONT"FLEARAP'AT LEAST TU' `fe // \\ a LONGER THAN THE WIDTH OF ROUGH OPENIM SILL / N. In Comm : - TRIM AT WINDOW JAMB (SIDLNG) WAGMODIII6m9 WINDOUJ JAMB (SIDLNG) Wi0 TRIM W 1 0 (B)REMOVE FIRST PIECE OF RELEASE tV T ,-, AGMODit1609 1/4 PAPER COVER HORIZONTAL SILL BY ALL MATERIALS SHALL BE INSTALLED ALL MATERIALS SHALL BE INSTALLED ALIGNING INSIDE EDGE CF SILL,AND - moo"to CORRECT PER MANUFACTURERS SPECFICATI S. 3" 11-0" WAG-UN-WD-JB-2-WO-TRIM j ��, WAG:-WN-WD-JB-2 I u PER MANFAGTURERB SPECIFICATIONS. 3" = I'-0° ADHERE INTO ROUGH OPENING ALONG SILL / �� BK AND UP JAMBS(MIN.6'ON EACH SIDE). / �' \ / MAY VARY FORM MAY VARY ' °°Rm"""°" WINDOW SILL, I C \ / lC)REh'IOVE SECOND RELEASE PAPER. ,-r � I WINDOW SILLFORM \ / (D)FAN OUT DUPONT'FLE)31RAP AT VINYL FRAME WINDOW VINYL FRAME WINDOW \ / BOTTOM CORNERS ONTO FACE CF WALL PROVIDE WINDOW SHIM AS REQUIRED PROVIDE WINDOW SHIM AS REQUIRED \ / COVERAGE CF DUPONT'FLE)URAP'SHOULD \ / BE 2'TO 3'ONTO THE FACE OF WALL. 3/16" BACKER ROD W/CONTINUOUS BEAD OF CAULK 3116" GAP W/CONTINUOUS BEAD OF CAULK \ / \ / REFER TO WINDOW FLASHING DETAILS REFER TO WINDOW FLASHING DETAILS I \ / \ / (E)SECURE EDGES OF DUPONT'FLEXURAP' \ / \ / WITH DUPONT RECOMMENDED FASTENERS �� 4` \ / o r: ' ALONG THE BOTTOM CUTER EDGE CF THE CONTINUOUS BEAD OF WATER TIGHT SEALANT M CONTINUOUS BEAD OF WATER TIGHT SEALANT 'FLEXURAP'Al THE FANNED CORNERS. - APPLIED TO BACK OF NAIL FIN � ' v APPLIED TO BACK OF NAIL FIN STRAIGHTFLASI4 OR APPROVED EQUAL,OVER DRAINWRAP, \ / 5/4 X TRIM,REFER TO ELEVATION `' ~� - OVER SILL,REFER TO WINDOW FLASHING DETAILS \ / STRAIGHTFLASH OR APPROVED EQUAL,OVER DRAINWIRAP STEP ONE OVER SILL,REFER TO WINDOW FLASHING DETAILS -GUT'M THE WRB. A Er-Iw an«,.. C 3/16"GAP �' BEG WITH A H t,AI.CUT ACROSS coo/ TYVEK DRAINWRAP OVER EXTERIOR � NOT UTHE BOTTOM AND THE TOP a:THE WINDOW NNmeTYYEK DRAINWRAP lOR EQUAL)OVER EXTERIOR SHEATHING.REFER TO WINDOW FLASHING DETAIL ""NOT USED (AJ MAKE AN"ICUT - FRAME.FROM THE CENTER CUT STRAIGHT : filo a! I SHEATHING.REFER TO WINDOW FLASHING DETAIL a DON TO THE SILL - \ e / \ (BJ CUT 11U0 45 DEGREE SLITS A MWIM1ilM R".'em = b I� DRYWALL FINISH AT INTERIOR - DRYWALL FINISH AT INTERIOR ► / \ OF 8"FRal THE COMER CF THE HEADER ` eK Ye i ' / \ TO CREATE A FLAP ABOVE THE ROUGH / \ OPENING TO EXPOSE THE SHEATHING OR // / \ FRAMIJG MMERS TO ALLOW HEAD I • / \ FLASHING INSTALLATION(SEE STEP 4). / BATT INSULATION � BATT INSULATION / \ FLIP HEAD FLAP UP AND TEMPORARILY /7.--/f SECURE WITH DUPONT'TYVEK TAPE'. , - 1" / \ // \\ SOME WINDOWS AND FLASHING WIDTHS MAY • / \ RECUIRE LONGER SLITS. 1SIDING, LAP REFER TO ELEVATION LAP SIDING,REFER TO ELEVATION (C.)FOLD SIDE FLAPS INTO THE ROSI Hµ FOR STYLE AND SIZE FOR STYLE AND SIZE . // \\ TYP I G.4L. / \\ OPENING. UT EXCESS FLAPS,AND SECURE. ` / \ CW I NDD W DETAILS // \\ ,/ \\ 08/23/2011 is WINDOW FLASHING INSTALLATION AFTER USB WAGMIOD091609 14 TRIM AT WINDOW SILT. (SIDING) WAGMODI11,09 13 WINDOW SILL (SIDING) WiO TRIM WAGMODI11609 12 II DUPONT STRAIGHTFLASH OR APPROVED EQ. ALL MATERIALS SHALL BE INSTALLED ALL MATERIALS SHALL BE INSTALLED 'ALL MATERIALS SHALL BE INSTALLED 11116-WIN-S1RAIGHIFLASH INSTALL PER MANFACTURERB sPECIFa:ATIONs. N.T.S WAG-WN-WD-SL-2 PER MANUFACTURERS SPECFICATIONS. 3" = 1'-0" WAG-WN-WD-SL-WO-TRIM PER MANUFACTURERS SPECIFICATIONS. 3" = I'-0" \ / / DRYWALL Al INIIERIOR FINISH \ / \ / WOOD SILL FORIhI MAY VARY \ / \° // VINYL FRAME WINDOW \ o \ / 3116'BACKER ROD W/CONTINUOUS BEAD �:PLANS • \ / OF CAULK REFER to WINDOW FLASHING _i.,, , s , 3" LARGER THAN OPENING ii, y pPtAILS \ / 5/4 TRII,REFER TO ELEVATION . 111ii ' STRAIGHTFLA5H OR APPROVED EQUAL, sVI - �� • 3•\ / NOTE: ROD AND SHELF AT BEDRaOhB 's' 11 4FURRING STRIP OVER DRAINWRAP,OVER SILL,REFER TO K` ' 11" _ r F \ / WINDOW FLASHING DETAILS ( I , WIRE SFEI_ "rsI�AI C B1: - f4 ;', I 4 ° 1/ '1 "'� 'SUPERSHELP 111TH A I")(3"MDF '� "I Tl'VEK DRAINWRAP OVER EXTERIOR --. TON 3 SI S Ili- SNEAtNINC� REFER TO WIADOW I " s FLASHING DETAIL ,I � . ' NA ROD WiN C,ENTTER s 22 I/2" X 3O" OPENING I ► 5l�'FORT BRACKET AS NEEDED. °I i '� ' s,, s NOT USEDC_...„,,--, 2 X WALL FRAMING,REFER 10 STRIJCIIRAL 11,. ...._ .... 1_ _s,.__. , \ }j f.,.. 5 p s LAP SIDING REFER r0 t NOTE: ROP AND SHELF AT COAT / \ ELEVATION FOR STYLE AND SIZE i ' CLOSETS SHALL 13E UU O / \ j ; SHELVING OR IV"StIFERSHELF SI-IT.ROCK PANEL Z O / \ i; WITH A MO'FVF SUPPORT CLEAT ' 0) // °\ TFA3ERSTRAND RIM, i1' TJI15 ON ALL 3 SIDES CF EACH SEF a) / \ REFER TO STRUCTURAL 5 (5 TOTAL SHELVES,UAW OR WIRE METAL CORNER BEAD o :5 (V a) / \ II'll --++ SHELVp�Ks �! CnN// °\ tI 2 X 4 TRIMMER . DRTERBoX 0) N / \ ;::.:,:.:.:_:::..:.,:.;:: .:_::::::_,::_.::......:::.:.:.:.....:.. -�F1Dc 1RANSITI l HOSECr >/ \ iQ/ \ S INSULATION BAFFLE W/24" TALL �' ' I / \ / AOR OSB FRAME WI 2X AT TOP •■••■. rSEE DETAIL 0E ° N/ ° \ 1 `..,,,, MOW1ING HEIGHTS 31110°----41 DOUBLE ROD SMOUNTINGG WEIGI4TS -10 INGLE ROD `1 Pi ICER TO NOTES Z p ID N / \ BATT INSULATION • - , / \ CD 5z s� w I / \ ♦ \ u ,I ► ( M 0 r0 j WINDOW 51-IELF 4 CLOSET ROD AND SHELF I-IEIGl415 3 ATTIC ACCESS WAGMopIIIbo 2 1 W cr "' o in ALL MATERIALS SHALL aE INSTALLED INTERIOR ALL MATERIALS SHALL BE INSTALLED ALL MATERIALS SMALL BE INSTALLED a III CD n PER MANIFACIURERS SPECFICATIONS. J Q IN-WS-2 PER MANFACTUREIZB BPECFICATIONS. 1-I/2' ■ I'-0" LW-INT-ROD MD SELF PER MANUFACIIJRER6 SPECFICATIONS. 3/4" = -0 WAG-IN-ATTIC-ACCESS Vb. � � m \ / \ / \ / \ / \ / / 0 WALL WHERE OCCURS(SEE PLAN) "/ • • TOP CF PLATE \ / ' \ \ / AT ANTERIOR FINISH Pim +' \ / DRYWALL - - . -———- iiii .‘ \ / WOOD STUD WALL SEE FRAMING PLAN . • I H \ / WOOD SAD WALL-SEE STRUCTURAL FRAMING PLAN IN- \\ // DOUBLE WOOD STUDS �-► 2X6 FLAT WOOD BACKt In :. RPM STRIP ADDED \ / TO 2X4 TO ACHEYE \ / ADEgJA1E DEP?H FOR / I"IODEI.425 t.:,. .. ,, ,v: illE RIDGD PIPE NOT TO E)C ED C� WOOD HEADER-SEE 6TR11G11RAI FRAMING PLAN ..... / \ 1'THROUGH DRYER BOX I 2X4 FLAT WOOD BACKING NOT USED PROVIDE SHIN 115 maim METAL CORtNER BEAD r _ _ C I INTERIOR WOOD DOORJAMBf ra-osET -A T �. l'___,_ = . J-_ / \ LLLL / l =J \ BDA ,_ __ __ __ ;. ,,,,,:,............ ` � . . .. ....:�_ . � gil �_ � / \ 2 - . ANTERIOR FINISH O / \ �`�'~ FIRESTOP DEVICE / • it - * IX PANT GRADE --t . a FOR USE IN THROUGH-PENETRATION / \ se ,: FIRESTOP SYSTEMS 411111nn�� / \ , /�� V / \ ° SEE UL FIRE RESISTANCE DIRECTORY r I / \ NTERJ R GRADE HMLLCW CORE DOOR WOOD STUD WALL,SEE FRAMING FLAN (Control No.25XC)ONE HOUR F RATINGS — / \ / / •/ °\ NIEROR WOOD TRIM(eEYOND)PER SPECFICATICNS — TOP CF FLOOR WIDTH OF SPO LER FILL ALL VOIDS EETWEEN FIRE DRYERF3OX DETAIL 0 0 / \ ,; : / / STOP AND DUCT OR VENT W/ SCALE I I/2'= I'-0' / \ SE STRUCTURAL DRAMS / \ FCR FRAMING MATERIAL - MINERAL FIBER 0 // °\ d 00 10 INTERIOR DOOR HEAD CONDITION 9 CLOSET DOOR JAMB YWADDIII609 g SHOWER BACKING 1 DRYER SOX DETAIL, WAGIMOD031809 6 /`T INTERIOR ALL MATERIALS SHALL BE INSTALLED INTERIOR ALL MATERIALS SHALL BE INSTALLED W U. ALL MATERIALS SHALL BE INSTALLEDSWI HVAC SYSTEMS ALL MATERIALS LL BE INSTALLED 0= W 6-INT-DOOR-INGAD PER MANUFACTURERS SPECIFICATIONS. 3" = 1'-0' Willi-INT-;Cors'ET At PER MANUFACTURERS SPECFICATIONS. 3" ■ I'-O" lida.w.stAtER BA;KWG PER MANUFACTURERS SPECIFICATIONS. 1-1/2' = i'-0' ME-9 PER MANFAGTURERB SPECFICATIONS. 3/4' = 1'-0" Pi \ / \ / \ / \ / \ / \ / \ / \ / \ e F. 1 \\ // WOODJAP'B-SEESTRICT. \\ // \♦ e/ \ / FRAMING FLAN \ / \ / TOP CF PLATE \\ // WOOD STIR WALL-SEE °\ // °\ // \ / STRICIRAL FRAMING FLAN \ / \ / I \ / \ / \ / \\ // DRYWALL AT INTERIOR FINISH \\ // \\ // `\ // 2X4 OR 2X6 FLAT WOOD BACKING °\ // °\ / 0/ \ / FOR 42'UPPERS - \ \ / \ / \ / \ / \ / \ / �� \ / \ / �// �% 2X4 CR 2X6 FLAT WOOD BACKING / ,� �,.,,,.,�, FOR36"LPPERS NOT USED 51:› NOT USED NOT USED ( � 5 2X4 OR 2X6 FLAT WOOD BACKING -'r o %f ,,_ . , . / \ / \ / \_. / \ / \ / \ al / \ / \ // \\ INTERIOR D 0D TRIM(BEYOND) // \\ // \\ / \ PER SPECFICATIONs / \ / \ / \ PROVIDE SHIM AS REQUIRED / \ / \ / \ / \ / \ / \\ INTERIOR WOOD DOOR JAI'B \ \ \ // \\ // \ / \ / °\ INTERIOR GRADE HOLLOW DOOR // \ / \ \ / / \ TYPICAL // \\ TOP OF FLOOR // \\ // \\ INTERIOR / \ / \ / \ DETAILS / \ / \ / \ // \\ // \\ ,/ °\ 12/09/2011 s INTERIOR DOOR JAMB CONDITION 14 CABINET BACKING FOR 2' OC STIED 13 12 11 INTERIOR ALL MATERIALS SHALL SE INSTALLED WALL ALL MATERIALS SHALL BE INSTALLED O WAG-INT-DOOR-JAMB PER MAiFACTURERB SPECIFICATIONS., 3" ■ I'-0' WAG-ANT-CABWET BACKING PER MANFACTURERS SPECFICATICNS. 1-1/2" ■ I'-0" D) II/16"X4-1/4" 11/16"X4-1/4" GROWN MLD6 _GROWN MI-P6 3/4" MDF BULLNOSE TOP EXTEND TO WALL AT �—CORNER APPLICATION \ ..,r`rur. �ar.`vr7�. N `` i -, • m - 4° -/4" MDF _ /4" MDF 1 /TRIM cn /TRIM il 1 /?(OC\ GONF I RM FIREPLACE �\ \ ,74 3/4" MDF TOP EXTENDS 3/4" MDF TOP FINISHES IN I TH TO WALL AT CORNER OVER 1/2" PLWD Sc� , PROJECT DETAIL A 3/4' 2„ APPLICATION Au- i� IN� 41_,TWIttri, . 111111 , OVER�X4 3/4'�� „ p� � .-- . `� \ �� SPEGIFIGATIONS �L L OF JOISTS I2 OG L OF Z C ) 02 l \ /, \ `',� �, ,�� a \ DETA I L A 0 { ' N \ \ \ ''' REPRESENTSIiim N FRAMING 7 /j % �i j _ / �/ �/ 0 % TILE 2 bOVER e R�' FRAMING m STANDARD FINISH Cr > I'`� DIMENSIONS = -in % LE TO (3) k / / / EQUAL SIZES ® / EQUAL SIZES ® v N RAISED TILE HEARTH - LINE OF FRAMING `- 7 TOP 4 SIDES / TOP SIDES �; FIREBOX o Z = v -p N CONFIRM WITH SPECIFICATIONS 7 / / in O C� 0 — 7 , - 7 z n 4_• 0 \ \ 1 -® 8° \a crv, L. 0 / _1 00 0- FLUSH WALL APPLICATION ta" STANDARD FINISH I2" SECTION AT CORNER Q rn EXTEND MANTE TO CO WALL - CUT AT / 1 Ian 45 DEG ANGLE 0 O 0 \ I I ! \ \ O L I J, O0 \ �� + - I-I/2" DEEP x_2-I/2" TALL I -�• 1 l� \ EDGE FIT TO WALL T '� "!NNW ' P� ` EDGE TOP TO WALL NOSE /4' I I i _ \ IX12 - OVERLAY �n - _ _ � (� ?--I-e \ {�. GE43 11/16"x4-1/4" FIT TD \ ` / MANTLE LEG GUT TO �C� m , n - , -- p o � GROWN MOLDING s - ` LI I FIT WALL 0 WALL u _ ❑= FIREBOX FIREPLACE TILE FINISH c0 1 \ 3/4"x4"x3-I/4" CORBEL 9 � OC I RM y� -rmm • 1 `t BOXED MANTLE BEAM ki - ln ROUGH OPEN'G Z = in = OVERLAY MANTLE LEGS I I GHTIRIAMFITERED EDGE a "� {, �p CUT TO FIT WALL 0 =-� ADDITIONAL BUILD UP TOI g _= - TILE GUT TO FIT C ' '� .2Q N TILE CUT TO FIT �- -I --4 �� -c-- it--acs -[I' p_Q' BOTTOM OF FIREPLACE 1 JI _ \ I r- + , I = \• ' , '„"� (CONFIRM DIMS.) MANTLE LEG PROJECTS i�MANTLE LEG PROJECTS _ is - - \ \ FOR TILE APPLICATION / 2" OUT BEYOND WALL 2" OUT BEYOND WALL j f BY TRIM CARPENTER _ _ -\ _ ._ _ J _-- = \ illi \ 5-I/4" 06 BASE Ix8 BASE Ib / \ I R I I T' I g FINISHED n DIMENSIONS FIREPLACE ELEV: SECTION 'A' (TILE FINISH) FINISH OPTION A FINISH OPTION 13 STONE FINISH SCALE. 1/2' ' 1.-0" kOi I 1 1:(—gg F\--7 fl 1/2" 1 I /2" ' I ❑D 1 i PIM i 1 NI a Pl—i \ I Imo" --c4 - - —*��--�_ RFW=411 �� J i .� I I/2"� J I I/2" \ n �t• lir 12-4- l '- I- �-- �� ft =1/2 ir =1/2" 1 1/2" ; .r;i �'� _.I "�' _ n •_tea 3/4' „.1i 1/2"11 3/4" I I/�" 450 ��/ FIREBOX I _" t FIREBOX 1 1/2 _T ��T� c� CONFIRM NE iils 3 1/4" �� 3/4" 3/4" �_ ROUGH OPEN'G ❑� ► CONFIRM -- ,�j- E� Im ROUGH OPEN'G �� - call DETAILS W/— �Llamom OM - Z SAE. M'S {i;A� sr> } =I�= - _ \t��) a r —?L�� )r-r- —r- n7� - ?��i1�T�=��7� ��Y�TIIIII� � . i7� 1 , m. .iT I J / 6-9 1/2" 1/2" 0 0 0 EXTEND MANTE TO WALL - GUT AT ,t ' HEARTH JOISTS TO BE 2x3'5. INSTALL I' _ \ \ \ \ 45 DEG ANGLE ) - .it'';' RIM AT FAGS ALL SIDES w/ I I O gi0 (�� e. INTERMEIATE JOISTS AT 16oz. J- = i , I4b. INSTALL (2) LAYERS %" OSB/FUND \ \ '' ON TOP. FASTEN V4/ GLUE 4 NAILS p ,:;� �„ .. � y:., — - �� • � cgs., .. �. �Nit�;s.:.; � � WI= „,�,�ry.�1.n. .. , , ,� .,"',: ,x A^ .,-. ._� t}'s n tx.: �kms. .,,x. ��✓. � � � 'g'� ;�?>t� ,..sa� 1 �' `' 'r ri{.... k..�x'S. c ,"wx s3 1�: ( �+r :�. I� _ ei 1 � .. ti ;�,;m,�g / •��. xt„� X � 11111� �ls.�^rF�¢� r,•.,_°�x��yu,. ,fit''. «�fin:„ (1111 (11 ('• :,, ,"'3, a s, ��# y ',�, x ,sxy ,_ ,� I _ _ 11�,•x ''^x a, <.�k.:.. ��,.. U ; ...m - - -:, :1l� 1.. '!i _mea, s ,¢ t ..,w win e ., _ _ C� - - _ ��_ �r..n..� `' ..-._.r °:�4 .:: . �� ' -'' tel ,,'`.. i�a�:�_,��.�— �- ..: — STONE m — 0 d • 0 � � 9 74- ��'� ••, °: 1,"yrs r S �' k FIREPLACE FINISH J 0- , F' FIREPLACE TILE FINISH mss, �` L:%,;: L� - ill in m4 Ci ja- ��... FIREBOX .--� i , N CO r� �, +•moi \ _ �• - ►f \ i �a I mimmoo �r� CONFIRMS f m 111111, 111111. NEM �'� ,, 1 ROUGH OPEN'G -- - ��i = �,==s ry - \ \ 1 1 = � „----—, \ \ FRAMING Ij V II _ir _ = n = j, -- J— 111 DIMENSIONS - - C ry �1.11.0.-•, M-,1-- "."1FRAMING '�" Ti STONE VENEER / I b / FRAMING �T� — �.�■�=i BELOW LINE OF HEARTH STONE PER PLAN DIMENSIONS DIMENSIONS / I 6 / TYPICAL LINE OF SECTION 'A' (STONE FINISH) / / PER PLAN INTERIOR FRAMING BELOW � ' In = 1-O 5 G/2” •0” ' (TILE FINISH) DETAILS RAISED TILE HEARTH - LINE OF FRAMING RAISED TILE HEARTH - LINE OF FRAMING FINISHED CONFIRM WITH SPECIFICATIONS CONFIRM WITH SPECIFICATIONS 06/16/2014 DIMENSIONS FIREPLACE ELEV: STONE FINISH 36" F I REPLACE D 7 42 FIREPLACE WORKS FOR BOTH SIZE FIREPLACES EL.ETR I GAL 5)'\11301...5 0 z -0- RECESSED LIGHT HE HIGH EFFICACY LUMINAIRE 17-'1 CIRCUIT BREAKER PANEL 01 TRACK LIGHT „I,,,,,,,; COMMUNICATION PANEL W W 0 RECESSED EYEBALL I I vv coNvuiT FROM CRAWL TO ATTIC LUMINAIRE CALCULATIONS Z 0 t0 RECESSED SLOPED LIGHT 4- LOW VOLTAGE SPOT LIGHT ®PH TELEPHONE W co d' CERAMIC SOCKET 4N TELEVISION LOCATION QTY HIGH EFFICACY LUMINAIRE Z (g 0) SURFACE MOUNTED LIGHT ENTRY HALL 3 YE5 Q N- (;) - DUPLEX RECEPT. SMOKE DETECTOR IIOV DEN I YES CD 0000 VANITY BAR LIGHT ' WITH BATTERY BACK-UP a I POWDER RM #2 I Z -C ) r 4 WALL MOUNT G. DUPLEX REGEPT. 1/2 SNITCHED 0 CARBON MONOXIDE DINING 2 W ♦' DETECTOR AND ALARM GREAT ROOM 4 \ �0 ELEC. OUTLET � � � �F FAN/LIGHT COMBO. ® IIOV SPECIAL PURPOSE $ SWITCH KITCHEN NOOK 3 1 Fri FAN %1 220V SPECIAL PURPOSE $3 3-WAY SWITCH MAIN CLOSET I YES �n co ER PLATES W N P1 WHOLE HOUSE FAN 0 THERMOSTAT $4 4-WAY SWITCH STAIRS 2 YES ,N WH LAUNDRY I YES `L ADJUST. FLOODLIGHTS © DOORBELL CHIME $o DIMMING SWITCH MSTR BDRM 4 YES CATV 0 0 ELEC. OUTLET ...11 O) m MSTR BATH #I 3 -5.,---5.,-- Cr U O SINGLE TUBE FLUORESCENT QD DOORBELL o METER MSTR LAV I EQ. EQ D , . , i , UNDER CABINET LIGHT ® RADON FAN INDICATOR LIGHT OS OPT. SURROUND SOUND WIC I YES PREWIRE/SPEAKERS BATH #3 I CENTERLINE >I- PER PLAN LEl HEAT REGISTER - FLOOR cEo HEAT REGISTER - CEILING 1.? OPT. 110 4 SMURF BEDROOM 2 I YES BEDROOM 3 I YES FLATSGREEN PREP. OPTION o BEDROOM 4 I YES Z ELEGTR I GAL NOTES WIC I YES BONUS 4 YES 0 ;12n I. PROVIDE WIRING FOR ALL ELECTRICAL DEVICES AND APPLIANCES. UPPER HALL 3 YES 2. ALL OUTLETS WIRED PER CODE IN ADDITION TO THOSE SHOWN. GARAGE 2 YES IsmN 3. PROVIDE SMOKE DETECTORS TO MEET CODE WHETHER SHOWN OR NOT. TOTAL LUMINAIRES 44 22 TOTAL N N 4. FOR TV AND PHONE, REFER TO SPECIFICATIONS FOR REQUIREMENTS. TOTAL OF 44/50% = 22 HIGH EFFICACY REQUIRED CC j 5. SWITCH BOXES AT EXTERIOR CORNERS PLACED AS CLOSE TO CORNER AS REASONABLY POSSIBLE 22 HIGH EFFICACY LUMINAIRES PROVIDED UNLESS NOTED OTHERWISE. < Ct I 6. PROVIDE OUTLET AND LIGHT w/ PULL CHAIN SWITCH AT FURNACE PLATFORM IN ATTIC. 0 E 0 N 7. NOTE: A MINIMUM OF 50% OF ALL LUMINAIRES SHALL BE HIGH EFFICACY LUMINAIRES. 0 w o " N z = 0 o c i (' m or ) Gt II II —i1_ II I.^a.I I f�i�;I II l w • p W.P. m 1 �_ CO U- 1 4'-0" Q 4'-O" , `' t Q dM- (- I i , .,. 1 SII lilt 1 CO 4(4) OPT. CAN LIGHTS 2'-0" ,�-''t y 2'-O" F®iI \�/ sDISR NOOCEILING MOUNT w/ o•o7--- HE - - I tr 1/DW �\ cl L F GREAT ROOM NOOK EF \ W.I.G. = I MASTER BATH #I OPT. SURROUND SOUND - J _ PREWIRE/SPEAKERS RS (/ ?----1 -TC1-1 EN \ 71- MASHER BEDROOM Ck -1 Q CENTER _ 0 0 1 \ (Li I 1J�'F l__ r I 1 �HE - TMC I1119- ' 1 \ ' I OPT. I10 4 SMURF. ABOVE J _ \ 0- .1 ► T ` �° FIREPLACE PER BUNDLE 0i , � ! ! _ ` TP _ OPT PENDANT �/ \ u u - �:. © C' _.\_.___ _7.---E\ © GAN LIGHT W EN TES -_-- _ \/ `/ OPTION SPEC'D _ \ _II -1[ F----- ---1:1\ \ 10 I / \ nTP ;ATH ;f•:; ;r,�. / O a I ;1- \ v \ 2/ -�- IL , ) I 1 ' /c-} - - - --,--- HE \ / 5,..6., 3,wai. Cie w OPT. CHANDELIER \ /� , O 11�, \ Po �./ BEDROQM #2 ,� 5'-6" STANDARD PREININS \\\\-\\ \\ .y'4 i - O .- 60" AFF J 7 r'� r'-1,- -, \ O , \ LAUNDRY 8 \ g:D ..fl el DININ� © o R \ HE 6ve- ICk—i- - Q F EQ. \ EQ. W - _ PROVIDE 3-WAY CIRCUIT `)4 \ HE HE z - d ,g o ¢ L4Go 5r. CAN WHEN MAN 4 ADD SWITCH DOOR SPEC'D -1 -I I7 71 0 `r� r� I 0 -- if- i J/� HAL2 \ \j��v�, I h _ X `-GOOF A ■ HE / ' I I r \ O : PPROVED / II CI 1 1 II I �' \ \ # LIGHT - CENTER 1 L--j ii I \ \ ABOVE DOOR IN I / L JL ., oo \\ I , BEDROOM\ #3 CLOSET ' I I Q __ , t 1-11-111111-111111-0) I (4- L______ HE PROVIDE OUTLET AND LIGHT w/ FF2 �\��I I I Xi PULL CHAIN SNITCH AT FURNACE 1 Oxy rr. I �' z PLATFORM IN ATTIC I/ 1:'"i HE 7 (ATTIC ORIENTATIONSr 1 1=0 lig9 0 }��, t �� VARIES PER ELEVATION) I ' 1 I HE //- /'/ il°► 0 1=11 HE - I ,yl EQ. \ EQ. ------- ---- HE IL - I ! �• I UP I7UP , I - DN _ n. I �--II HE �• HE • EQ. EQ. st O 4'-8" 4'-8" 2'-0" I I I I -1.1j1 GARAGE G.D.O.Iu _4- tnl �,.4 _ CENTER Bt tTl-r 2 C� C `{P 0 3 CAR GARAGE W.I.G. I O \ - cn G.D.O. II LOCATIONE I\ N,IN OPT. SURROUND SOUND - _ PREWIRE/SPEAKERS ' �__ 1 1 II \\ \ HE - - -- el y 4-_ R -- - - i�WDR ( U R -- - - .. HE _ HE — I �� IP (LING G LING \ -ELECT METER _ELECT METER .ONUS , O ' 4'-0" 4' °" V ENTRY I ENTRY _'3 _ -� N- 1 I (2) OPT. CAN I J�ELEGT METE -= I f(1 1 lI II LIGHTS NO CEILING i I 2'-O" MOUNT w/ OPT. 1 _ \ _ m ti-E----______,Tm © - _ a- - 0 � ,', �'bEN c m EXT GARAGE II II —11 Il-" _ As _ -HE O I Q - 1 -� / - - -- LOCATION BEDROOM #4 iv l I _ _ \ _ /- IF I(" W.P. 7 W.P. L .,.Z Tv7 7 / / NOTE: ALL EXTERIOR 4 TV (2) OPT. CA Q Tv (2) OPT. CAN ®PHLIGHTS TO SE HIGH. LIGHTS NO C. NG I ®PH. LIGHTS NO CEILING I / EFFICACY LUMINAIRES MOUNT w/ 0- . MOUNT w/ OPT. /� II II 11 II 0 II IIL.r_ ,� I I /- j-------__. _ _ _______ ___-- -- 1\--1--- - II II -11:11-\_ ` I PORCH I 1 PORCH I I id] 19 I T) 1,0 07/07/16 UPPER 1 , 00 =, C,'RIC, A, F, A\ OFT . S/4 EA - vA I \ 'L00 EJ-='-CTRIGA, 1:=) A\ E 'Vo IA ' ( I5 ' SIvi ) 0 SCALE 1/4" = I'-O" SCALE 1/4" = 1'-0" SCALE 1/4" = I'-O" IE FOR ADDITIONAL NOTES AND DETAILS SEE PAGES: LI FOR FOUNDATION PLAN 1.2 FOR HOLDOWN LOCATIONS I.5 FOR MAIN FLOOR FRAMING 'l�'' ILI 2.1 FOR MAIN FLOOR PLAN 16la z 0 �.. II�II1llili � ni�1.. W z p 3.1 FOR UPPER FLOOR FRAMING I 1�I■III■I.. � iin'. W , mos 41 FOR UPPER FLOOR PLAN 5.1 FOR ROOF FRAMING iI 1 nI■II1 tilialgni >■�� 11�, � 1■i�Hrll 11�,. � d. I �_ r■I■IMI/111111 u 1 I 6.1 FOR TYPICAL EXTERIOR FINISH _ - _ - _ _ _ _ 1 ! 11 �i - - - - - - - - - - - - - - - - - 6.2 FOR MASONRY EXTERIOR FINISH - r I e _I IJI(Arial I I Z .� S i u OTHER GARAGE OPTIONS u - ' in V- FOR O ER TYP. u 1 I�1 u I u W d' u ' u 1 z co I Hill Ill 1 Il� J 111 J HSI , ...... �- NOTE: 11 I1 I u o LIU > Ln TYPICAL EXTERIOR WALL TO BE 5:12 -011111.11211 I 7:12 5:12 I :ifj I M I Y 5:12 D L , N N CONSTRUCTED PER SCHEDULE PAGE III 1 1 II �41:11(r11-11;I ` I I I Q �" ! r I 1111 l►I III 11 CC ..., 4� .1 A5 P6 SHEARWALLS UNLESS 11 L U i I I v,Y i u l� 1 1 i l� l l� NOTED OTHERWISE - - - - ... - �- .. .� 1.. �. - - - - - - - -- ' _ MAIN PLATE _ — _ _ _ __� _ _MAIN PLATE _ _ _ _ _ MAIN PLATE t. _ 0 W UI d �� I I � - MAIN PALTE _ D O GARAGE PLATE\ - - _ GARAGE PLATE _ _ GARAGE PLATE\ U - - GARAGE PLATE\ '' NOTE: - - - - - - TRIM WINDOWS, DOORS 4 SIDING BANDS ON SIDES AND REAR ELEVATION SIMILAR 1 I- 4 1 ^ rte 1 I : 1 -i I- Z o TO FRONT WHEN NOTED IN PROJECT _ _ _ I _ - _ _ I _ - I _ - SPEG IF I CATIONS. — - — - - 0 °2 to CO 10 10 I I I FLOOR ARRAS : _` -_ -..i+-1_� 6.1 _ _ 4 • _ it > to 2 GAR GARAGE 465 - - - _ — I _ — - I - A:: — < CC I I 3 GAR ADDITION 200 _ —_ _ _ • _A� _ _ MAIN FLOOR_--� _ _ — _ _ • _ _ _O _ _ MAIN FLOOR_ } _ _ _ _ _ • _ _ i _ MAIN FLOOR - - _ - - _ _ • _ - - _MAIN FLOORO e Q ' TOTAL GARAGE 665 - m 1 m — - I - o N R R-- - , K,�, z w = 1:30 N " - 5 E RETURNS STONE RETURNS- } 0 o • TYP. ON SIDES 24" TYP. ON SIDES w 0 to -- " \T EJVATQ\ I I F—RONT ELEVATQN 'Al -- Q\ LEVATQ\ '6 ' t:*: -- RO \T ELLVATO \ 'A I c, '(3 c. SCALE 1/4" = I'-0" OPT MASONRY SCALE 1/4" = I'-0" OPT MASONRY SGAL ' ' = 1'-0" `` SCALE I/4" = I'-D" CO 4410' 7:12 ,i: TYP.N.N.O. [6:12 P5L TO GLB c, 16d TOE NAIL® 8" o.c. 6:12 — - BOTH SIDES ($J - - - - - •i'4lil' - - [ 0- FLOOR LINE •�k6 �Piy lu u u,: MF +r0 IIuSY4 x{1-�/8 x20t LO> G'PSL FLUSH IN FLOOR �l?' __- - 14 p iju 1111 (GANTILzVERED) l � �� = 101111=1 5 y4'x11-7/e"x20'± LONG PSL 'Cgs 6:12 /� _ _ _ � _ o FLUSH IN FLOOR ii►^_��r,�r,�t�r,�r 5-4/4"x141-Y2" PSL — - _ - - - - 5 Y4"xlci-'2" PSL (CANTILEVERED) s4 won DROPPED EAVES' - h �� DROPPED T � l�'t YJT U � ripoppr- III k 1 1( 1 O 2x6 WALLS NOT ,.� �/ (4) 2x6 2x4 WALL ROOF I SOT REOU I RE WHE I `t I H -� - TRIMMERS GONSTRUGTI NC.....-:' XT ND D _ iI Illiil 111111 = _ " 1I IIID 1111 — rin, ,,,..:::3 lig ELEVATION OF BEAMS PLAN OF BEAMS @ GARAGE WALL 1 I 0ARAE WV 10 FLUSH SEAM IN FLOOR 4 SRO FEr7 15EA1\/1 DE-1-AI L R 10 —T E,EVATIO\ '5 ' iRkl —T LEVAT I ON 'A I 4.4 0 SCALE 1/2" = I'-0" = SCALE I/8" 11-0" SCALE 1/8" = I'-O" a 1AGE il 15.1i, - i '' 'ITIONS TTIG ili 0 21-4"4 d ii"{?§:: {'.:t.,-.-- ,. I LJ fi.?._�'$a'X31" ^;..'6a.&�.;..e.4l >''a 4, +.. f, x y 3 F: "'.,r�r 4V.'''":` ' . , <1 0 IIII II ' 6 MSTG28 - - - - - - 5.1 DSO L'1 '" 14 Q .7in jel — — -- -asw.:u»�ww.��,�a-�..;,cru� .:,;;,+;�;a 9=�.:-�.��.w,vu:rm..,aa� Fr�:<,.,; � I � '. L �� c iiimii=1 �: 2x6 WALL : � -I '� I I r -1 . . AGE © `+� 1 GARAGE L—— 0 J t ® Q 1 I /�PLATE 36x36x l0 FTG --/- - HEIGHT AT 4 #4 EW 5 /5 X 15 & = - w --1- 81-11/8" 0 GARAGE ' - - _ E = AGE 7 ABOVE MAIN PLATE I �' FLOOR I i HEIGHT AT HEIGHT��AT I J 81-11/8" ABOVE I / i q i 8-I I/8"AT ' i,-., (§g T `_ `" ABOVE I, r`FA71 MAIN MAIN 1 . 1 FLOOR ( N FLOOR //�\ = - O xO n n r I �0O . 5.1 I ' iIL +s O 1filI , . �,�0 i,rt:1/ Ix Id ELECT 1, i I£ 11—� —� 36x36x 10 FT6 s: —6— i /1213 r' METER ,� �� 1 r/ O 4 #4 EW I O �� / • I of r 1 , 1 o li Dirf i��T4 c5 N 4x10 J 2x6 WALL 8x•7 O.H.D. m I L -- I I in w �y -/°1}- 2‘', a `. � `� �.��_� — \ .sem -��i� i- _ J \ \- 9,Q , �6 �' 3'k P. - SES �� DSo 3.1 cv a r__ Q cv 1E.kPIRLS: 6/25/ Z'? / 1` 24" MASON -- -7 I 8/1/f" 8'-O" I'-3 I/2' RETURN (TYP) L--__J I • - - - - - -- OPT. MASONRY PROVIDE SOLID BLOCKING AT ALL 10'-0" VENEER DS 0 CANTILEVERED JOISTS TOENAIL 'D BLOCKING TO BEAM 16d @ 6"0.c. I 1/2" 5'-3" 10 1/2" SCREW FLOOR TO BLOCKING 0 6"o.c. / i 10'-0" 07/07/16 0110"- FLAN � " _ OO 'RAN/ 1 \0 \./AI \ _ (-30 FLA\ SOU\ TION SCALE 1/4" = I'-O" SCALE 1/4" = I'-O" SCALE 1/4" = 1'-0" SCALE 1/4" = I'-O" llall1 3