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Home My WebLink About60 LONG MEADOW DRIVE._i O u 0 Lu w m O Cry_ o=F- L~ O CL OJ O z O F- 0 mwo Qwv moo J �C Q >�o w V)� ��W w � C) ofa.m U i- J w z Q Lu W z J = O m F�V) Foa_ (/7 Qq w O °C �ULu r Q, m 000 wCr �Q QLL-� z0O Lu Q � J z a Q �U) W Q ul o� x O Wok m V) 5 J_z 0U ofyz� O 0 z mz� O 0 wo� H LOU J = 0¢vv)� Q = m Ln af m z O O a F. U (f1 z O O m z0 w <27wo w a z F-i w w o >U �zM m� i _ g z (n O zLo � m v ' H w F z vwi¢m= W w w a w � vP� o�QV) p LA v) 0 LU F-wzF- O o � z u.J cnw®z z < ��ujo o�o m ¢�� zuLU w a- � m LLJ w Lu C� = w F- zF-== �F-O2, < ED u T z u- z0Oti 47 '-' F- O 0W 2 dzz= Uuj 0o ` U � Q � J " Q d O A A7A ol 17'-4Z" LT iOLrpN , -3'-0" MIN. 361fx 36"x 12" le CONC RETURN CONC. FTG. 3046 -I .. ......... ............. ........... l I FLUSH PSL ` BEAM PER PLAN Co �- 481[x 48"x 15" A/C CONC. FTG. SUMP PIT LOCATION DOUBLE COLUMN 16'-64" A/C -- N KD-15 CONT. HAND RAIL- D-2 15'-8" 9'-04, CONT. 16"W. x 8" THK. HAUNCH FOOTING (TYP.) rF N D-4 ........ ............ ............ . D-1 EL. 0" M 3'-10" Cl) ND-86 " N - " � M ®-1 EL. +8 3/4 I SLAB LEDGE 76f ........... ....... @ EL.-10" L11 NOTE: PLATE SITS +/- 1 1/2" OVER II CONIC. W LL A7Q I � 15 -2 I I 36"X36"X15' CONC. FTG 21'-l02" lo'-91" II N II I I SLAB LEDGE -� I @ EL.-10" II I GARAGE PIER N I I EL 12" W/0 COLUMN Co I ao II I I 44"x 44"x 15° U N EXCAVATE D I I CONIC. FTG. CONC. GARAGE I I SLAB ABOVE OJ 8'-31" 59'-0" 6'-1" 06 � -'N L!) N 2x4 @ 16" 0. C. STUD WALL W/ PRESSURE TREATED BOTTOM PLATE 0 N I.......f I......uP 24"x 24"x 12" CONC. FTG. .�. �....._I-15R N 3 IIII TYP. BEAM PILASTER T-64,f HVAC 11, 101 I II_ I rFN-2 l I EL.-8 I / �•— GARAGE PIER D-1 N I °O ND-11 I W/O COLUMN \ , CD II II I I SLAB LEDGE EL. +8 3/4" -----__ EL. -10ff ........ ............ ....... A ND-8B A7A D-1 Scale: 1 /4" = 1'-0" 22'-2" 0 �o EL. 0" 22'-2" 13'-92" D-15 ®-2 o En 8" CONIC. WALL 59'-o" 21'-61" 33'-4" 27'-3"�-- BASEMENT TYP. CONC. SLAB 3'-0" MIN. - CONC RETURN 2'-8" 13'-10" 52"x 52"x 15" ol CONC. FTG. - W/#5 REBARS @ 12" O.C. W8x24 STEEL BEAM CANTILEVER _'__--- 44"x 44"x 15" BEAM CONC, FTG. W8x24 STEEL BEAM ............ 36"x 36"x 12" DOUBLE COLUMN CONC. FTG. 2'-0" I -1 Lo f N MNr M , N II II ND-2 Ln Q 0 D-15 D-2 10'-94" 13f -10 n L® 14'-11"' -- w m L. > a_ v) - - ----- _ m � Ln M 44"x 44"x 15" FND-5A CONIC. FTG. D-1 TYP. W8x24 STEEL BEAM ITYP. _. TYP. BEAM STEEL COLUMN POCKET (TYP.) _ mp n 9'-Oz" " O 14'-5Zr , ............. ............ ............ _. ............ M N.. ............ ............. ............ ........ 7f-111" 4 - TYPICAL CONC. I N FOUNDATION WALL UNEXCAVA I ED; AND FOOTING SLAB ABOVE _ __ ........... zo op ............. ............. ............. ..........- ............ ... ...... �. N ND-13 BRICK LEDGE 8'-6" �-2 3,-2" ` Q @ EL. -g" 7'-421" 3.84 8'-0" T-63" 15'-3' BERKSHIRE 0 Lo 60 LONGMEADOW DRIVE GLASIOIVBUKT� C I 06U3.5 II LATERAL BRACING 1' THIS HOUSE HAS BEEN ENGINEERED TO RESIST ASCE 7-10 WIND LOADS USING AN ENGINEERED METHOD FOR 130 MPH BASIC WIND SPEED. FOR OSB + DRYWALL ATTACHMENT SEE A41_1 DETAIL SHEET FOUNDATION MEMBRANE SYSTEM APPLY 1/2" GYPSUM BOARD TO UNDERSIDE OF THE FIRST -FLOOR ASSEMBLY FOR FIRE PROTECTION FOUNDATION TO BE DAMP -PROOFED OR WATER-PROFED AREA CALCULATIONS BASEMENT 2,057 SQ. FT. FIRST FLOOR 21125 SQ. FT. SECOND FLOOR 21333 SQ. FT, GARAGE 693 SQ. FT, TOTAL 71208 SQ. FT. 0 C� �0 d W F_ W C 1 "`1060\\1GON J ///UUifUt){SU1t1111U a Q Q a Q� Q Q Q¢ Q Q L Q fu Q) - o -' cn 3: _6 0 cn z O a, 0 a, a� c m L) c 'E uL � E m °; o LL O d Lo N M r s E N N 0 < O QM O :.f 0 o C) Lo_ 4- (D o O o z O ujuj tFj ; z DC w zl oC b'0 LUZ m z _ jLu Q w � w m O o; � N CD J � O Cal o; i S CID i m z m m Lu z 2 O Q O t33 W m w _ Q :3 SERIAL. NUMBER 1015.2 :i U Q 0 a Co F- O 0 O w ¢ w r- Co U z 00 0C)o w Z Q w O 0 L¢a O = U) i i i w v, LU 0 w w � � Lu � a O w Q Q Ci O u- W Z J = O ao ~ ) ~ O � U) w how Um OU 00 re ¢ ¢ "- z z w ao> of .J za¢ w ¢ v� =o� �o 0 W Lu ��z V OO O 0WMuj O 0 z w Co z uj o0r) w = (w ccJ = J Q �- 0 _3 U Q = m cc ozop Z V (!1 �. z � 0 0 0 V w w O V Z = 0 J Q (n¢Qcn V v=i o 2 U) oL�w �o�o v ¢ 0 x wwwF- a w = Z o`f'oz 0 o cn O U O O ozz¢ z w> cnLuoz z � z �r0 �0�0 ¢ LL LLI M z ,`�"� vi m z--== ��o� ¢emu rf Z -J t�L �6�o oz�W Z z = oz�m ¢¢oLo LATERAL BRACING THIS HOUSE HAS BEEN ENGINEERED TO RESIST ASCE 7-10 WIND LOADS USING AN ENGINEERED METHOD FOR 130 MPH BASIC WIND SPEED. UNDERBEAM ABOVE TO PSL ABOVE AND BELOW, FOR OSB + DRYWALL ATTACHMENT REMOVE TOP AND BOTTOM SEE A4L1 DETAIL SHEET PLAItS 59'-0" 21_011 25'-8" 111 33'-4" 4'-4ol " 12'-112" 81_42 6'-1" 16'-9" 10'-6" A � q A7A A7 PROVIDE SOLID BLOCKIN 2846 BEHIND LAUNDRY TUB 04L'o DCLo oIn Q in z lo O (.i) r- Q 00 ro �1.� Q �.�-i re ol DECORATIVE SHADOW BOX lo MOLDING ON TWO STORY FOYER WALLS � O HERITAGE TRIM PACKAGELu UPGRADED KWIKSET INTERIOR HARDWARE PACKAGE FIRESTOPPING TO BE PERFORMED PER CODE TO CUT OFF CONCEALED � DRAFT OPENING, SEALANT TO BE co RATED AND APPROVED FOR USE 00 2862 2862 2862 MANUFACTURED o ' 6'-92" a" q 7'-3$" 3 5/8" FIRECODE DRYWALL ON WALLS, STONE CEILING, AND COMBUSTABLE WAINSCOTING 13 74 8'-6" 3.21 A7 A7A STRUCTURAL SUPPORTS A A7A 3 84„ 8' 0 3, 64„ 5'-4" 5'-9" 5'-9" 5'-4° 6'-104" 7�_34„ 318111 3'-8a' 7, 84„ 7,_64", AREA CALCULATIONS BASEMENT 2,057 SQ. FT. 22'-2" 14'-2" 7�_421" 15'-31" ' W FIRST FLOOR 2,125 SQ. FT. (� 59'-0° SECOND FLOOR 2,333 SQ. FT. GARAGE 693 SQ. FT. TOTAL 7,208 SQ. F. Z Q FIRST FLOOR PLAN Scale: 1/4 = 1 -0 BERKSHIRE W J _ TREATED WOOD NI � 36"x36" LANDING FIELD INSTALLED -- TO STEPS TO GRADE JACK STUDS o =N LAUNDRY -------- ROOM W/D MI W4 k9068 SLIDE W/ TRANSOM ABOVE 2862 z 28�2 Z 2862 2 2 ~ M 4 15' 10" 33'-4" A/C �J �-r�e ' U ' GUARDP.AIL PER vvDE _ OUVEREDW o 7'f 3" I lop I o RILL 00 0 N f\ N 6 GOURMET A7A o 11 KITCHEN BREAKFAST AREA FAMILY ROOM ." ,� Q Fri 6 7„ 9,_54„ 0_� =`°N zw �� MUD ROOM � P. HANDRAIL o R F. MICRO/ N E CL. Wp WILLIAMS U o^ OAK REAR STAIRS J 2'-1" cnN 6'-3" N �' 4'_32�� 2'-0 1T-22" 1.5'-114" � v R PANTRY DROPPED CEILING I,I DN 8 1 @ 7/8 = 4'-5" I I I I I DN 42�� 1-34 14'-42�, M STORAGE I I 5� 1 DESK M HANDRAIL- _ �_ 15'-42„ 6�_22�� 3 -1 a � � 3'-2" rrrrr� e•�. t1 s �Gi Q a¢ Q Q�<¢ Q O O wU-i co Q o w O = U, o a _ - j oo uj Q w UO 0 �¢a O O - w U.J0W WM� Lu¢¢ w O 0 O =0 H O n- �ouJ U w OU 00 uj a�� z z w ¢o> rZy J a vi z V) Lu _ �o oob mLu ul J O z oU0 O W z oP"z W m Z w=ou Lu J = J Q f— Q = U-) m cn u pzo00 Lu =a uu) O p o U) Lu 0 (n '-- W F- W �'zaz w W o z> U = C) o�J¢ U)¢¢U) �V n0 U) WLu w m Q _ WwUJF- w WuF- � 0M07.1 0 p U)o F-wz~ oQ v0LnW ozW¢ z_ > cnLoz z r, z �9�o 0 Lu c¢n U- w a z z w w m ( = W zl—=U) amu viz J� zoo° w LuO W z w uj00fz- U V o J cr, J J z 1u <<dL 0 O M 0 0 N N 00 N N N Ln 00 N N A A7A 3'-24" 9,_6„ 6'-104" 11'-111 lilt I —_ — —�—�_ __ =__� _ — LINE OF WALLS BELOW II II II 11 II II 2852 2852 2442 EMP. 15'-22" �Q6 8'-0" 4'-6Z" RATH #3 111 11 1 M 2, „ W.I.C. REC. MED. ' CAB. 3'-2" N N N 0 - Ln N BEDROOM #3 W.I.C. ° l"0 N A 41-6111 Co VG WILLIAMSBURG OAK REAR STAIRS A M 3'-11" M I I SOLID BLOCKING = FOR HANDRAIL �* TYP. GUARDRAIL- 15'-6" PULL -DOWN ATTIC /\ I ACCESS LADDER (IF REQUIRED) /� _ V N PLAYROOM II II 11 SINGLE SHELF II II 5'-1 1/2" I WALL PANEL II HEIGHT C A7 I I IL — — — —— �--——— CAB .-1!N Ln 0 cD 15'-42" 59'-0" 2852 2852 BEDROOM #2 TYP. MED. CAB. 8'-0" - M BATH # 2 LIN. NICHE SEE I I 3`321„ ~o DETAIL - D 1/A3.21 co 2'-102" 14'-92' I ID �. I 1151, Mco C? N N 8'-5" 0l1'-0" 6 -04 00 TYP. ATTIC ACCESS PANEL L_ _ -1 5068 SLIDER o LINEN W.I.C. BATH #4 ATTIC STO RAGE) W.I.C. 11'-0" 28 6 6'-6 7/8" PR. HGT. 5'-11Z" 5'-11z" SECOND FLOOR PLAN Scale: 1 /4" = V-0" 5'-11" 5 -72 7'-11" �Q G� WILLIAMSBURG OAK MAIN STAIRS BEDROOM #4 1071 5'-1 $ N in SINGLE II SHELF II I 5'-1 1/2" II WALL PANEL HEIGHT 1114 C II A7 — JI ----=—r A A7A 4'-10" 7'-13" 4 2-2852 14'-52" 59'-0" MANUFACTURED STONE VENEER 2x6 BALLOON - FRAMED WALL 7'-33" 4 B A7 TYP. GUARDRAIL 1" SOLID BLOCKIN FOR HAND IL (74 10'-44' A A7 1 2-2852 14'-4Z" MASTER BEDROOM \6� OP it Z 5�_0 4 6 to 10 LAI 00 W.I.C. 24„ W.I. C. LINEN 111 61 Z 3 -11 2 6- 7 =� 11 '� 4'-31" A7A OPEN TO BELOW N �O 7'-8z" T-44 AFC25 N FIELD � ' FRAMED 3'_04" WALL WALL PANEL HGT. 5'-4 5/8" WALL PANEL HGT. 8'-8 7/8" 3'-8111 31_8111 7'-84" 4 4 7'-41" z �g SHELF lGF 0 ,L;1. z o, J 3 -0" N v 0 TEMP. N GLASS a: rV Lu MASTER BATH os �� 8" DIA. 6'-6" 81, 3'- 4" COLUMN° (TYP.) ' -' N ----- FIELD F MED W LL o � 2'-104" \ 2-244 Z TEMP. WALL PANEL' HGT. 5'-4 5/8" A FIELD FRAMED A7 2 WALL WALL PANEL HGT. A7A 8'-8 7/8" 15'-3111 7'-63i 4 BERKSHIRE B A7 LATERAL BRACING THIS HOUSE HAS BEEN ENGINEERED TO RESIST ASCE 7-10 WIND LOADS USING AN ENGINEERED METHOD FOR 130 MPH BASIC WIND SPEED. FOR OSB + DRYWALL ATTACHMENT SEE A41_1 DETAIL SHEET 0 RECESSED LIGHT MDF SHELF 1" OVERHANG NICHE DETAIL A3 Scale: 1/2" = V-0" BERKSHIRE UPGRADED KWIKSET INTERIOR HARDWARE PACKAGE AREA CALCULATIONS BASEMENT 2,057 SQ. FT. FIRST FLOOR 2,125 SQ. FT. SECOND FLOOR 2,333 SQ, FT. GARAGE 693 SQ. FT. TOTAL 71208 SQ. FT. rO v 0 z O Cn Q W Q Lu 910 ON O 00 910 C) W 0 z Q W 'J \\ `��a�nucttruurrnuuii,,� ON Nr,EC s � � • �. .tip ED rEi ¢¢ Q a Q Q a ¢ ¢ '_cYco ¢ > aa ¢¢o ¢ ��uN -0 ORz O �, a2 T > .2 Eu C > .V o 4 a O �LO > rn N ` UJ O ..... _ W O of o ZZ • � M < } N O N Ln N wkp 'M € u w aC m _ Q I w J o' m V U o 00 m J o 0 m s �J z d_ oC o M .. U- :. O ,.. U.1 L0 t5 3 (U - V / E✓ � `'` BER 1015.2 21-1 i 0 O w Q W m = O l ui o=� z Lu O ooz j O oho 0 � Z W Q w U WU)z J Q Q OO W w0Iz W � � a O J w Q � ©� �- IL W W z J = O m ui O a. � � W �--� a' W U W m OV O z W Q W Qua z o ,UJ or _I Z a Q W Q =O� �O W an Lu z OO U V) O 0W2E oz w m z � oo C) W = O V) F=- m -W-� _ mJU < V) Q = Q m p Z >O p Z�Uv) G 0 Ouj O w H V Luaz w OU �aC JQ Q Q Cn �V;U)0 zU)Fn oLu �z ED F_ uiQ0_ w W Lu F- (n LAJ W _ F- O v) o U) z I` U)o W U V Z W j 7 W Q z O OQI�u, Z w 2-1z W d " W W vi m C7=uj z H _ V) o m U uj Z i I.L. O wWOrY VLu zOOI=- U j O 0LJJ gym QQcLo ,/,? START r 14" W.I.J. @ 16 O.C. 14" W.I.J.@ 16 O.C. 14" W.I.J... @ 19.2 O.C. JOIST LAYOUT -- A 1'4' 1,-35" 1'-111 7g�� A7A 5 1/4" X 14" 4 13 FLUSH 3/4" x 14" -4SD PSL ...BEAM .... _..... _' FLUSH LVL A ..... ............ ............. ............ .. . ............. ............ ............ .................................................... . ...... ...... ...... ...., ........... ......... .........� I... ....... .................'�.\ . `. 8 1 I I I -4SD A-4SD s .......... .. I 3-2x10 HEADER �P' i....... ............ ....._...... ............. ............I ............ ............. ......,,.. �........... I1I...............: C9 .......:........... Q... .. ....... .... .. . ... o I I = 3 J I I z a I I xw A-4SD z I I a I I e-� M TYP. 0 I I ® -' o I I o_ � I Q I I I I m 6'- " R. .................. W a Q w ..... .......... ........... ............ Q....... O J I _..I ............................................................... ..... ........... ':....... ... .......... Z........ Z V - 17 .I<......., o o ' O i d C2 a X W -4SD d _ ROP ED S EEL E AM I ........ ...........I ......... .., _� - - - - - - - - .....................................................................{......................_.L................................... ............ ..........i, Q .._..:"---'---a.......il... ...; .. .i.......i-:. .. .. ... ...• M d _ ...... .............. ............. ............ ............ ............. .. .......... .......... ............ ?, -4SD - - - - -12 - �........ ......... ....... .. ........DRQI... STEEL EA 1 ;. ;. DIRECTION JOIST SPANS PP _. ............. ......... - - - - - - �7- - :- :..._ 4' R.O. I . j _ JOIST COVERAGE AREA Q ........., 2x8 FIELD Z FRAMED LANDING r JOIST HANGER F--i @ 16" O.C. 9 9 (SEE FR-29/D6 SIM.) x -4SD -4SD z C r wO 0 ::...............: m L J is ...............: 15 _- I I -4S I I _ i Jr - - -- I I I D OPP ST EL BEAM uj - I I �- I I POINT LOAD O O .............i i.............. J J i........... o o A- 4SD W,I.J, HOLECUTTING CRITERIA I I I l � TYP. ..................: I : ,I........... t ......................................................... FOR INTERNATIONAL BEAMS I -JOISTS M FULL DEPTH CD ----- -- - - - @ 48" 0 C ............... BLOCKING O ................................... O.C. ............... LE==M L ADJACENT TO 12 FOUNDATION WALL -4SD POI (9p. POINT LOAD � NT LOAD .. ..... I I T V , :... ...... ........: ... ..... ........ 1111 MM i ......... ............. ............. ............ ............ ............. ............. ............ ............ ............. ............. ............ ............ ........... ............. ........� RIM 1-0" 1'-4" rl BOARD (TYP.) A 14" W.I.J. @ 16 O.C. 14" W.I.J. @ 19.2 O.C. �! A LlL.V A7 (n 0 Z Q IIII [_ " — i u Scale: 1/4 - 1 -0 BERKSHIRE W J HANGER SCHEDULE JOIST MEMBER SIMPSON HANGER OR APPROVED EQUIVALENT 14", 16" JSI TOP MOUNT TIS2.56/14 Iff314 TIT316 SINGLE TOP MOUNT 91/4",14" ,16"JSI FACE MOUNT IUS2.56/9.5, IUS2.56/14 IUS2.56/16 IUT310 IUT314 IUT316 2 - 91/4"JSI • DBL FACE MOUNT HU310.2 2 -14"JSI -DBL TOP MOUNT MIT314-2 2 -16"JSI -DBL TOP MOUNT MIT5.12/16 13/4" x 14" & 13/4 x 16" PSL HUS1.81/10, HU14 SINGLE PSL HANGER 31/2" x 14" PSL 31/3" HU414 FACE MOUNT, HUS412 IF LOAD PERMITS 31/2" x 16" PSL 31/3" HU416 FACE MOUNT HUS412 IF LOAD PERMITS 5 1/4° X 14" R, 16" PSI. HHIIS5,5.1(1 14"SKEWED JSI RH/LH SUR/L310 14" SKEWED 7SI RH/LH SUR/L310 13/4" X 14" & 16" SKEWED PSL RH/LH SUR/L1.81/li RH/LH 18" WIJ TOP MOUNT MTT418 18" WI] FACE MOUNT MIU3.56/18 18" WI] DBL TOP MOUNT B7.12/18 13/4" X 18" PSL HUS1.81/10 HU14 SINGLE PSL HANGER -00 Lo Lo 0 rLo Lu uj Lu Lull 00 Lu uj Lu tu ) @ MID SPAN ONLY 1 1/2" DIA. HOLE MAY BE LOCATED ANYWHERE IN WEB. 2" END BEARING O O ❑ CONDITION '-7" MIN D 2D 2L L MIN. MIN. MAX. HOLE DIA. _ INSIDE FACE SEE CHART BELOW SQUARE HOLE SIZE IS CLEAR DISTANCE BETWEEN OF SUPPORT .75 OF ALLOWABLE ROUND FLANGES MINUS 1/4" HOLE DIAMETER (@ MID -SPAN ONLY) ALL MEASUREMENTS ARE FROM CENTER OF HOLE TO INSIDE FACE OF SUPPORT NOTES 1) HOLE LOCATIONS ARE BASED ON SIMPLE SPAN DESIGNS WITH UNIFORM LOADING OF UP TO 40 PSF LIVE LOAD & 15 PSF DEAD LOAD, AND UP TO 24" O.C. SPACING NOTE: FOR OTHER ACCEPTABLE ALTERNATE JOISTS PER GN SHEETS, USE MANUFACTURER'S HOLE CUTTING CRITERIA. 2) HOLES MAYBE POSITIONED VERTICALLY ANYWHERE IN THE WEB. DIMENSIONS EQUAL T0.75 OF THE EQUIVALENT ROUND HOLE MAY BE USED AT THE SAME LOCATIONS AT THE LOCATIONS SHOWN IN EXAMPLE : A 10" DIA. HOLE IS EQUIVALENT TO A 0.75 X 10 = 7 1/Z" SQUARE HOLE WHICH MAY BE LOCATED AS SHOWN ABOVE FOR 10" DIA. HOLE 3) MULTIPLE HOLES MUST BE SPACED TO ALLOW WEB BOARD EQUAL TO AT LEAST TWO TIMES THE DIAMETER OF THE LARGEST HOLE BETWEEN THEM. CHART FOR SIMPLE SPANS WITHOUT SPECIAL LOADING CONDITIONS DEPTH (IN.) CIRCULAR HOLE DIAMETER (IN.) 9.5" (I6400) 0'-7" i'-9" 2'-11" 4'-3" 5'-7" 14" (I6600) 0'-7" 0'-8" 1'-9" 3'-1" 4'-5" 5'-10" 7'-7" 16" (I6600) 0'-7" 0'-8" 1'-4" 2'-8" 4'-1" 5'-6" 7'-0" 8'-6" 18" (IB800) 0'-7" i'-8" 2'-3" 3'-3" 4'-2" 5'-3" 6'-5" 7'-8" 8'-11" \\\``��\\\\\\\\\\111111I Q H if H Q o 'cn � O � C (O � - � QM CL : - CV I� i _ V) O < LS J1 �o N O Z Lam: � zl � W W L33 . : Q o i(n o v) O cv ZI I Qz J a. DC V � i,8'3 i LL z ,� SERIAL N�::''`:I:<°. 1015.2 HANGER SCHEDULE JOIST MEMBER SIMPSON HANGER OR APPROVED EQUIVALENT 14", 16" JSI TOP MOUNT TIS2.56/14 Iff314 TIT316 SINGLE TOP MOUNT 91/4",14" ,16"JSI FACE MOUNT IUS2.56/9.5, IUS2.56/14 IUS2.56/16 IUT310 IUT314 IUT316 2 - 91/4"JSI • DBL FACE MOUNT HU310.2 2 -14"JSI -DBL TOP MOUNT MIT314-2 2 -16"JSI -DBL TOP MOUNT MIT5.12/16 13/4" x 14" & 13/4 x 16" PSL HUS1.81/10, HU14 SINGLE PSL HANGER 31/2" x 14" PSL 31/3" HU414 FACE MOUNT, HUS412 IF LOAD PERMITS 31/2" x 16" PSL 31/3" HU416 FACE MOUNT HUS412 IF LOAD PERMITS 5 1/4° X 14" R, 16" PSI. HHIIS5,5.1(1 14"SKEWED JSI RH/LH SUR/L310 14" SKEWED 7SI RH/LH SUR/L310 13/4" X 14" & 16" SKEWED PSL RH/LH SUR/L1.81/li RH/LH 18" WIJ TOP MOUNT MTT418 18" WI] FACE MOUNT MIU3.56/18 18" WI] DBL TOP MOUNT B7.12/18 13/4" X 18" PSL HUS1.81/10 HU14 SINGLE PSL HANGER -00 Lo Lo 0 rLo Lu uj Lu Lull 00 Lu uj Lu tu ) @ MID SPAN ONLY 1 1/2" DIA. HOLE MAY BE LOCATED ANYWHERE IN WEB. 2" END BEARING O O ❑ CONDITION '-7" MIN D 2D 2L L MIN. MIN. MAX. HOLE DIA. _ INSIDE FACE SEE CHART BELOW SQUARE HOLE SIZE IS CLEAR DISTANCE BETWEEN OF SUPPORT .75 OF ALLOWABLE ROUND FLANGES MINUS 1/4" HOLE DIAMETER (@ MID -SPAN ONLY) ALL MEASUREMENTS ARE FROM CENTER OF HOLE TO INSIDE FACE OF SUPPORT NOTES 1) HOLE LOCATIONS ARE BASED ON SIMPLE SPAN DESIGNS WITH UNIFORM LOADING OF UP TO 40 PSF LIVE LOAD & 15 PSF DEAD LOAD, AND UP TO 24" O.C. SPACING NOTE: FOR OTHER ACCEPTABLE ALTERNATE JOISTS PER GN SHEETS, USE MANUFACTURER'S HOLE CUTTING CRITERIA. 2) HOLES MAYBE POSITIONED VERTICALLY ANYWHERE IN THE WEB. DIMENSIONS EQUAL T0.75 OF THE EQUIVALENT ROUND HOLE MAY BE USED AT THE SAME LOCATIONS AT THE LOCATIONS SHOWN IN EXAMPLE : A 10" DIA. HOLE IS EQUIVALENT TO A 0.75 X 10 = 7 1/Z" SQUARE HOLE WHICH MAY BE LOCATED AS SHOWN ABOVE FOR 10" DIA. HOLE 3) MULTIPLE HOLES MUST BE SPACED TO ALLOW WEB BOARD EQUAL TO AT LEAST TWO TIMES THE DIAMETER OF THE LARGEST HOLE BETWEEN THEM. CHART FOR SIMPLE SPANS WITHOUT SPECIAL LOADING CONDITIONS DEPTH (IN.) CIRCULAR HOLE DIAMETER (IN.) 9.5" (I6400) 0'-7" i'-9" 2'-11" 4'-3" 5'-7" 14" (I6600) 0'-7" 0'-8" 1'-9" 3'-1" 4'-5" 5'-10" 7'-7" 16" (I6600) 0'-7" 0'-8" 1'-4" 2'-8" 4'-1" 5'-6" 7'-0" 8'-6" 18" (IB800) 0'-7" i'-8" 2'-3" 3'-3" 4'-2" 5'-3" 6'-5" 7'-8" 8'-11" \\\``��\\\\\\\\\\111111I Q H if H Q o 'cn � O � C (O � - � QM CL : - CV I� i _ V) O < LS J1 �o N O Z Lam: � zl � W W L33 . : Q o i(n o v) O cv ZI I Qz J a. DC V � i,8'3 i LL z ,� SERIAL N�::''`:I:<°. 1015.2 @ MID SPAN ONLY 1 1/2" DIA. HOLE MAY BE LOCATED ANYWHERE IN WEB. 2" END BEARING O O ❑ CONDITION '-7" MIN D 2D 2L L MIN. MIN. MAX. HOLE DIA. _ INSIDE FACE SEE CHART BELOW SQUARE HOLE SIZE IS CLEAR DISTANCE BETWEEN OF SUPPORT .75 OF ALLOWABLE ROUND FLANGES MINUS 1/4" HOLE DIAMETER (@ MID -SPAN ONLY) ALL MEASUREMENTS ARE FROM CENTER OF HOLE TO INSIDE FACE OF SUPPORT NOTES 1) HOLE LOCATIONS ARE BASED ON SIMPLE SPAN DESIGNS WITH UNIFORM LOADING OF UP TO 40 PSF LIVE LOAD & 15 PSF DEAD LOAD, AND UP TO 24" O.C. SPACING NOTE: FOR OTHER ACCEPTABLE ALTERNATE JOISTS PER GN SHEETS, USE MANUFACTURER'S HOLE CUTTING CRITERIA. 2) HOLES MAYBE POSITIONED VERTICALLY ANYWHERE IN THE WEB. DIMENSIONS EQUAL T0.75 OF THE EQUIVALENT ROUND HOLE MAY BE USED AT THE SAME LOCATIONS AT THE LOCATIONS SHOWN IN EXAMPLE : A 10" DIA. HOLE IS EQUIVALENT TO A 0.75 X 10 = 7 1/Z" SQUARE HOLE WHICH MAY BE LOCATED AS SHOWN ABOVE FOR 10" DIA. HOLE 3) MULTIPLE HOLES MUST BE SPACED TO ALLOW WEB BOARD EQUAL TO AT LEAST TWO TIMES THE DIAMETER OF THE LARGEST HOLE BETWEEN THEM. CHART FOR SIMPLE SPANS WITHOUT SPECIAL LOADING CONDITIONS DEPTH (IN.) CIRCULAR HOLE DIAMETER (IN.) 9.5" (I6400) 0'-7" i'-9" 2'-11" 4'-3" 5'-7" 14" (I6600) 0'-7" 0'-8" 1'-9" 3'-1" 4'-5" 5'-10" 7'-7" 16" (I6600) 0'-7" 0'-8" 1'-4" 2'-8" 4'-1" 5'-6" 7'-0" 8'-6" 18" (IB800) 0'-7" i'-8" 2'-3" 3'-3" 4'-2" 5'-3" 6'-5" 7'-8" 8'-11" \\\``��\\\\\\\\\\111111I Q H if H Q o 'cn � O � C (O � - � QM CL : - CV I� i _ V) O < LS J1 �o N O Z Lam: � zl � W W L33 . : Q o i(n o v) O cv ZI I Qz J a. DC V � i,8'3 i LL z ,� SERIAL N�::''`:I:<°. 1015.2 \\\``��\\\\\\\\\\111111I Q H if H Q o 'cn � O � C (O � - � QM CL : - CV I� i _ V) O < LS J1 �o N O Z Lam: � zl � W W L33 . : Q o i(n o v) O cv ZI I Qz J a. DC V � i,8'3 i LL z ,� SERIAL N�::''`:I:<°. 1015.2 m 0 O w zQ w rn O w o=F_ Lez o 0Co w Oho Owz u.1 O Q o0 OO W Lu0w U w`t ¢ w � O O W z J = OELI O (L U) w how U w QL 000 Lu�Q < u- Z 0 w Qom 0 w _j LijQ U) U) Lu = O H O W Lu _j_z OO U U)O O � z O O L9z 1� o��o cn w = 0 CL U) w I- J = J Q F- < = n U) Lu 0 z O o z0LUU) z O O 0 O LLI U) w U U Id' a z LU j O z = 0 L Q .z U) _ =z U)0 m(D(z 0 w w w �- C) U)¢0= W Q W J 57 0LL— 1—f G � u P 0`r)Ozz ooz0 W p U o O W Q cnWoz 2:� Q QLofuj27- o 0 w 0 ¢ Li H w z 0 w a W W (D M: Lu z l- _ o Q m Lu U z O 0 w0 w w O � 0 z w cli 0 0 F— < W UJ Co Q Q oL O START 14" W.I.]. @ 19.2" O.C. JOIST LAYOUT A 2x4 CEILING JOISTS @ 24" O.C. A7A -y' A 3-2x8 D.S.S. 3-2x D SS ——:..................................:....-...—.............-f-....... _ _ — �r .......... ........................... .............� 12 12 4Sb �4n 4- -4SD —....—....— ...—..... — .—_.— —...— — .. 11310 .. 10 ...1 5 1/4" x14" FLUSH P L BEAM 1-� 3 1/ x 14" USH PSL. HEADER (�A 3-2x8 D.S. . -� .. r r r r r r.............................................................., �r��r �r �r �r ;-1r � � �r �r �r � �r �nr �nr �r I I I I I I I I I J I I o I I .................._.__... w I I Ln .................. _-. Ln I I Co I I u 0 I I o f I I o w I I o = I I 00 I I - "' N o I I i 1 <<:..., � x I I ................... I I I ro I I RIM BOARD (TYP.) 2x8 S.S. i' ._..... ...................... :. r 17 ......... ....... .... h l :..._ 11 FRAMING LEGEND 3 ...... .. -4SD ................ ....... .............. ............ �.\ .:. ........... ...:..... -xD.S.S.................. ........... ..................... . 2 2 8 D✓ DIREC I ION JOIST SPANS JOIST COVERAGE AREA 00 we 'ro_................... 1-1 - _...: .... ti Lo L- 0 ..............._ I ..,...:.::-...:: s r JOIST HANGER ......... ............ ........... ........... .... ........... ............ -- SIMPSON HANGER a Ww x .......... .......... .......... .......... J I I M uj v zl I PROVIDE JACK co Cis :, _ x� of I STUDS AND I LL;� N i— z BLOCKING c>� Lu o� M Cap wl I UNDER JOISTS =IO H�110 of N .... ............................................................................................. M z I I.::::::::::::..:.::::::::::::..:...::::::::.............................................................................................. C 12 Q 0 I I -4S 0 0 w U) I o; _ � w L RLI. HOLE CUTTINGRIB UA cc _ - POINT LOAD z o u FOR INTERNATIONAL BEAMS I -JOISTS DROPPED STEEL w BEAM PER PLAN 11s° o O .............. w --- x _ 1 11 3-2x8 I I I .I 1-0 1-0 F- 00 c� a- 5 1/2 x 7 1/4 B I I N 1 I .-, B DROPPED PSL HEADER I r, I I � �JF 1 3/4 x 14 A7 I I I I A7 FLUSH LVL 1 10' -4SD i�i2:................................................. i i-----.3-2x6 HEADER -4SD.-- M i .......... _ 1 ................................................................................ 12 2-2x8 D.S.S. 2-2x8 D.S.S. 2-2x8 D,S• • 2-2x6 -4SD ® o 11 _ _ 4 ' T'I 14" W.I.J. @ 19.2" O.C. 14" W.I.J. @ 19.2" O.C. 14"N.I.J. @ 19.2" O.C. A /A ~ W A7A C A7 �1 z Q D ��DDN� D FLDD kR R " �D�N DA N Scale: 1/4" = 1'-0" BERKSHIRE W J HANGER SCHEDULE JOIST MEMBER SIMPSON HANGER OR APPROVED EQUIVALENT n u 14 16 JSI TOP MOUNT TTS2.56 14 TTT314 TTT316 SINGLE TOP MOUNT /f f 914 14 16 JSI FACE MOUNT IUS2.56 9.5 IUS2,56 14 IUS2.56 16 IUT310 IUT314 IUT316 2 - 91/4"JSI -DBL FACE MOUNT HU310-2 2 -14"JSI -DBL TOP MOUNT MTT314-2 2 -16"JSI -DBL TOP MOUNT MTT5.12/16 13/4" x 14" & 13/4 x 16" PSL HUS1.81/10, HU14 SINGLE PSL HANGER 31/2" x 14" PSL 31/3" HU414 FACE MOUNT HUS412 IF LOAD PERMITS 31/2" x 16" PSL 31/3" HU416 FACE MOUNT HUS412 IF LOAD PERMITS 51/4" x 14" & 16" PSL HHUS5.5.10 14" SKEWED JSI RH/LH SUR/L310 14" SKEWED JSI RH/LH SUR/L310 13/4" X 14" & 16"SKEWED PSL RH/LH SUR/L1.81/li RH/LH 18" WI] TOP MOUNT MTT418 18" WIJ FACE MOUNT MIU3.56/18 18" WI] DBLTOP MOUNT B7.12/18 13/4" X 18" PSL HUS1.81/10, HU14 SINGLE PSL HANGER @ MID SPAN ONLY 1 1/2" DIA. HOLE MAY BE LOCATED ANYWHERE IN WEB. END BEARING z° O O ❑ CONDITION "-7'MIN D 2D 2L L MIN. MIN. MAX. HOLE DIA. _ [SQUARE INSIDE FACE SEE CHART BELOW OF SUPPORT HOLE SIZE IS CLEAR DISTANCE BETWEEN .75 OF ALLOWABLE ROUND FLANGES MINUS 1/4" HOLE DIAMETER (@ MID -SPAN ONLY) ALL MEASUREMENTS ARE FROM CENTER OF HOLE TO INSIDE FACE OF SUPPORT NOTES 1) HOLE LOCATIONS ARE BASED ON SIMPLE SPAN DESIGNS WITH UNIFORM LOADING OF UP TO 40 PSF LIVE LOAD & 15 PSF DEAD LOAD, AND UP TO 24" O.C. SPACING NOTE; FOR OTHER ACCEPTABLE ALTERNATE JOISTS PER GN SHEETS, USE MANUFACTURER'S HOLE CUTTING CRITERIA. 2) HOLES MAYBE POSITIONED VERTICALLY ANYWHERE IN THE WEB. DIMENSIONS EQUAL T0.75 OF THE EQUIVALENT ROUND HOLE MAY BE USED AT THE SAME LOCATIONS AT THE LOCATIONS SHOWN IN EXAMPLE ; A 10" DIA. HOLE IS EQUIVALENT TO A 0.75 X 10 = 71/2" SQUARE HOLE WHICH MAY LOCATED AS SHOWN ABOVE FORA 10" DIA. HOLE 3) MULTIPLE HOLES MUST BE SPACED TO ALLOW WEB BOARD EQUAL TO AT LEAST TWO TIMES THE DIAMETER OF THE LARGEST HOLE BETWEEN THEM. CHART FOR SIMPLE SPANS WITHOUT SPECIAL LOADING CONDITIONS CIRCULAR HOLE DIAMETER (IN.) DEPTH (IN.) 9.5" (IB400) 0'-7" 1'-9" 2'-11" 4'-3" 5'-7" 14" (IB600) 0'-7" 0'-8" 1'-9" 3'-1" 4'-5" 5'-10" 7'-7" 16" (IB600) 0'-7" 0'-8" 1'-4" 2'-8" 4'-i" 5'-6" 7'-0" 8'-6" 18" (I6800) 0'-7" 1'-8" 2'-3" 3'-3" 4'-2" 5'-3" 6'-5" 7'-8" 8'-11" Q H Q Q it Q H w ro o � -0 U) o (I) � � O � o � 0) � � -o .2 n. 0 U r w. M Mp O w Q � O w O = z ui O i �-- o�o �Wo w U 0 Lu J Q =O Z w O w V) H in- w w d a 0 � Q Q w oc O 3: O w w z � = O m LLJ o O o O LU cx� U w � � m 0 O z w a: Q ,32 Qu- �i Z Z w Q O J Z Q U) Z V) W Q U) = O O o m 0 J -J Z OO U) O o�z� C) a CO s LU , 0 w=Ouwj P LU ccJ = J Q �— Q = m (J) Lu Lu 0 Z O O z�Uc=n Z O 0 O U)-- F-LU U U w w w O U zQ < o Q OC J Q Q Q U) U) O m U Z Q Ur) Z w w w Lu U ¢ 0 _ W n U) w U F- w O U) p Z Ow z O uj H Q O Q U O w Q U) U z z � Q � z Ct O O � ¢�LL- z w z z w a- '-' wwU)0o (D = w F- z U) �o� Q�mv zO J U- O O w w O W 0 Z w UjpOFz- Q U j W 0 Z V m Q Q d O GO N NFC��'''%. RU '• ice% Q H c L Q z Q & o o -0 cn O v u C7 Ib C) razE > >' c ry > 'o > rl OC L L C aLL - ~ r 0 0-) M z < LO M W. 3 rn >� i L y 1- N 0 - < - O _ O 2 :A 00 M LO LO N O z O _ w J i Lum ..€ € Q w W L w m O _ 00 U o � i N U) O N co H o m; U LU:E i i Qz , N�,LU CO 0 c SERIAL NUMBER 1015.2 m O Lu Q W�ro O Lu O Lu Lu ® O LU 0 O �VT1f Lu Lu _j U) O m Lu Lu (j Lu ® U-1 a:_ :D LLu z �Qr" Lu �00 wLL uj = O ca ~ L Qd 0 s a ® w U W 0 000 Q u- af C) Lu¢o> of J viz � W Q U) g o Of O O ® U cnvv))Lu -J O i- O � � O O � Ld ry Lu Lu O (/) LU ca J = 1< Q m ® Z O m�v(=n LU 0 0 C) ¢ �Lu Z ctf O CD W Q Lu >U <� o�JQ � ¢=� � Ui u) O Lf) U9 00007- ®'nzaj W Lu Lij Lu U) Q O LLJ®LuI- � U) Lu U t=- ® U ® U) ®U)0UJ � Q = O 4 U0U) ®zLu > U Lu 0 n 2:Q O W 0 cLn Lu p- I- � z LU W CL U) Uj m W LL; Z f- W U) ® :E: z ®-1� 0 O W W O af ®00 Q U U C) ca J ® r J O SIMPSON LSTA36A HEADER I STRAP + 24-10d. NAILS ON INSIDE FACE OF WALL j APA NARROW WALL BRACING METHOD TOP PLATE CONTINUITY 3" x 11 1/4" MIN. HEADER (BUILT-UP, [/OF IS REQUIRED � T.O. WALL (i.e�2-2x12), OR PSL)- PSL = TRUSJOIST PARALLAM OR APPROVED EQUIVALENT -SAWN _zf LVL WITH THE FOLLOWING PROPERTIES: I INUOUS HEADER - INSTALL HEADER AT TOP E > OR = 2.0 X 10^6 PSI, � Fv > OR = 290 PSI,I Ili OR OPENING FOR IRC 2006 COMPLIANCE. HEADER MUST BE INSTALLED Fc (PERPENDICULAR TO THE GRAIN) > OR = 750 PSI, AND I T.O. HDR AT TOP OF WALL FOR IRC 2009 COMPLIANCE. Fc (PARALLEL TO THE GRAIN) > OR = 2900 PSI. COSB� -_� ---_ °--° � - SHF-ATHIRIG _ Inlc� rnl 1 �r ic>> v1cIl� llnl ranlr c+lnr nr 1nrnl 1 inn n� �nnnnn�nl �� IIVJ I FILL // Il7 UJ® VIV IJIdC OILJC dJi VVHLL VU/ OU. I.VIVIIVIUI�I IF PANEL SPLICE FILLER IF NEEDED IS NEEDED IT NAILS @ 4" O.C. EDGE, 12" O.C. INTERMEDIATE SUPPORTS -EDGES SHALL OCCUR - 2'to 18' (FINISHED WIDTH) BLOCKED OR 16 GA. X 1 W STAPLES (MIN. 7/16" CROWN) @ 3" EDGE, WITHIN 24" OF MID -HEIGHT. C c 16d. SINKER NAILS 6" O.C. INTERMEDIATE SUPPORTS - EDGES BLOCKED. BLOCKING IS w SIMPSON LSTA36A ° _ IN 2 IN 2 ROWS @ 3" O.C. REQUIRED. U MIN. (2) 2x4 TYP. HEADER STRAP + ° z a JACK STUDS 24-10d. NAILS ON INSIDE FACE OF WALL ° °- SIMPSON LSTA36 DRYWALL ATTACHMENT (WITH OR WITHOUT ADHESIVE): o o p FASTEN SHEATHING TO HEADER STRAP + 24-10d. NAILS ON 5d. COOLER NAILS FOR 1/," DRYWALL (6d. COOLER NAILS FOR 5/8" a i--IFAnpp 1n// RH r_n_nnnnnnl - INT. GARAGE NAILS IN 3" GRID PATTERN PARTITION WALL _ INSIDE FACE OF DRYWALL) AT 7" O.C. EDGE AND INTERMEDIATE SUPPORTS - EDGES co 00 cc 00 AS SHOWN AND 3" O.C. IN 7/16LMIN. UNBLOCKED, OR co 00 ALL FRAMING (STUDS AND co 00 SILLS) TYP. THICKNESS WOOD NO. 6 - 1 1/a' TYPE W OR TYPE S SCREWS @ 8" O.C. EDGE, 12" O.C. MIN. 2" x 2" x 3/16"co STRUCTURAL PANEL PLATE WASHER 00 SHEATHING INTERMEDIATE SUPPORTS - EDGES UNBLOCKED. MIN. WIDTH BASED ON 6:1 NO. OF JACK ° y 1/2" DIA. ANCHOR -� HEIGHT TO WIDTH RATIO: STUDS PER TABLE °= BOLT W/ 7" MIN. :- EX. 16"MIN. FOR 8'HEIGHT, R502.5(1&2) EMBEDMENTAND2" L20"FOR 10' HEIGHT. �- Jc1c x 2" x 3/16" PLATE TYP. ' ° ° ° ° ° ITIT SIMPSON HOEDOWN A C E 7=10'V ErA FH N r` TAC�_ I E N S a 2-2x STUDS PIER SCHEDULE. (SUBSTITUTE ° a ° °. a• ° . AT HOLDDOVVN HD HD-1 FOR (2) HD-6, AND TYPE - SEE BRACED WALL TYPE - OUTSIDE CORNEADETAIL°' `" ° ° " °' d e ° a `: '° (3-2X STUDS @ HD-5) SUBSTITUTE HD-1A FOR 1 ( ) SCHEDULE FOR SHEATHING SEE SCHEDULE FOR . HD-6 INDICATED ON PLANS) TYPE AND NAILING PATTERN COMPOSITION OUTSIDE ELEVATION A -�-r SW-# xxx-x CONNECT THE TWO WALLS 16d. NAILS AT 12" O.C. SECTION A -A SIMPSON CNW 5/8 OR TOGETHER AS OUTLINED IN THIS ORIENTATION OF DETAIL TO PROVIDE OVERTURNING STUD MAY VARY CNW 7/8 COUPLER CMU BLOCK RESTRAINT. THE FULLY SHEATHED NUT IF NEEDED. � - I r' WALL LINE PERPENDICULAR TO In' '� THE NARROW BRACING SEGMENTTmALL-THREAD ROD PER II HELPS REDUCE THE OVERTURNING " GYP BOARD INSTALLED HOLDOWN SCHEDULE. FORCE BECAUSE THE PER IRC CHAPTER 7 OVERTURNING MOMENT ACTS WOOD STRUCTURAL PANEL DRILL AND INSTALL INTO I OVER A LONGER DISTANCE. FOOTING WITH SIMPSON INSTALLED PER IRC TABLE R602.3(1) _ ADHESIVE* OR EQUIVALENT. r n _ ROD MAY BE BENT TO II r\ L r\ li� IJ �n�% �\ I� �� u� ENG-6 ALLOW IT TO BE INSTALLED II - _ � A4L.1 WITHIN CMU CELL. MIN. EMBED. INTO �! FOOTING (5" FOR BRACED WALL SCHEDULE TYPE SHEATHING TYPE MIN. THICKNESS CONNECTION CRITERIA 1x4 WOOD OR APPROVED WOOD (2) 8d NAILS PER STUD LIB LET -IN -BRACING METAL STRAPS AT 45 -60 METAL PER MANUFACTURER or X DEGREE ANGLES ( SEE DETAIL "ENG-5/A4L.1") 6d COMMON (2"x0 113") NAILS @ 6" O C (PANEL EDGES) & 12" 0 C (INTERMEDIATE SUPPORTS) OR 16 GA x 1-3/4" STAPLES WSP WOOD STRUCTURAL PANEL 3/8" (MIN. 7l16" CROWN) @ 3" O C (PANEL EDGES) & 6" O.C. INTERMEDIATE SUPPORTS NAILS OR SCREWS @ 7" O C @ PANEL EDGES INCLUDING TOP GB GYPSUM BOARD 1/2" & BOTTOM PLATES FOR INTERIOR SHEATHING NAIL OR SCREW SIZE, SEE TABLE R 702 3 5 (IRC 2009) 6d. COMMON (2"x0.113") NAILS @ 6" O.C. (PANEL EDGES) & 12" CS WSP CONTINUOUSLY SHEATHED 3/8„ 0 C (INTERMEDIATE SUPPORTS) OR 16 GA x 1-3/4" WOOD STRUCTURAL PANELS STAPLES(MIN 7/16" CROWN) @ 3" O C (PANEL EDGES) & 6" O C (INTERMEDIATE SUPPORTS 5/8" DIA. ROD, 7" 1 FOR 7/8" DIA. ROD i 2-2x STUDS AT HOLDDOVVN (3-2X STUDS @ HD-5) MIN. EMBED. INTO FOUNDATION USE EVERY NAIL HOLE IN A ROW. E WALL OR FOOTING (5" FOR 5/8" USE BOTH ROWS. DIA. ROD 7" FOR 7/8" DIA. ROD. L GTH AA/U1ZKI Cnn0CnMIr I/"` `VVI IILI\I LIVIUILLJLJmo IIV I lJ CMST AND LST149 STRAPS STEMWALL: REQUIRE DOUBLE STUDS -5/8" DIA. ROD REQUIRES 10" a ° EMBED INTO MIN. 6" THICK STEM -7/8" DIA. ROD REQUIRES 15" SHEAR WALL SCHEDULE TYPE SHEATHING FASTENER 16 GA x. 1-3/4" STAPLES (MIN 7/16" CROWN) @ 3" AT EDGES 6" O,C OSB ONE SIDE- 7/16" OSB IN FIELD- BLOCKED OR 8d COMMON NAILS @ 4" AT EDGES, 12" IN FIELD - BLOCKED 16 GA x 1-3/4" STAPLES (MIN 7/16" CROWN) @ 3" AT EDGES 6" O C SVV-1 ONE SIDE- 7116" OSB IN FIELD- BLOCKED OR 8d COMMON NAILS @ 4" AT EDGES, 12" IN FIELD -BLOCKED 16 GA x 1-3/4" STAPLES (MIN. 7/16" CROWN) @ 3" AT EDGES 6" O C SV,f-1A BOTH SIDES- 7/16" OSB IN FIELD- BLOCKED OR 8d. COMMON NAILS @ 4" AT EDGES, 12" IN FIELD -BLOCKED SW-2 ONE SIDE- 7/16" OSB - INSTALL HORIZONTALLY 8d COMMON NAILS @ 3" AT EDGES, 6" IN FIELD -BLOCKED SW-2A BOTH SIDES- 7/16" OSB - INSTALL HORIZONTALLY 8d COMMON NAILS @ 3" AT EDGES, 6" IN FIELD -BLOCKED SW-3 1/2" GYPSUM BOARD ONE SIDE Sd rnoi FR NAII $ r,,) 7" 0 r QR Nn R - 1 +' SCRF1A(S TYPFG W nP g SW-3A 1/2" GYPSUM BOARD BOTH SIDES 5d COOLER NAILS @ 7" O C OR No.6 -1 -�' SCREWS TYPES W OR S ONE SIDE- 7/16" OSB SHEATHING (VERTICAL) REFERENCE SW-1 AND SW-3 SW-4 PLUS FASTENING REQUIREMENTS ONE SIDE - 1/2" GYPSUM BOARD ONE SIDE SIN-5* ONE SIDE - 7116" OSB 8d COMMON NAILS @ 2" AT EDGES 6" O C IN FIELD - BLOCKED SW-5A* BOTH SIDE - 7/16" OSB 8d COMMON NAILS @ 2" AT EDGES 6" O C IN FIELD - BLOCKED EMBED INTO MIN. 8" THICK STEM) "*" DESIGNATES FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL OR WIDER AND NAILS SHALL BE FOR END LENGTHS, SEE STAGGERED 1-1/2" WHERE NAILS ARE SPACED AT 2" O.C. CONTRACTOR MAY PROVIDE A (2) 2X BUILT UP POST AT THESE HOLDOWN SCHEDULE. CUT LOCATIONS. BUILT UP STUDS SHALL BE NAILED TOGETHER w/ (2) 10d. COMMON WIRE NAILS AT 6" O.C. LENGTH ALL -THREAD ROD PER ONE HOEDOWN TO BE HOEDOWN SCHEDULE. * FOR TEMPS. > 40 INSTALLED AT THE END OF CLEAR DRILL AND INSTALL WITH DEGREES F, USE SIMPSON SHEARWALL AS INDICATED SPAN SIMPSON ADHESIVE* OR "SET" ADHESIVE. ON PLANS. EQUIVALENT FOR TEMPS. < 40 DEGREES, USE SIMPSON "AT" CUT LENGTH = (2 x END ADHESIVE. LENGTH) + FLOOR JOIST 2-2x STUDS DEPTH + 5 1/4" AT HOLDDOVVN (3-2X STUDS @ HD-5) NAILS NOT REQUIRED IN SIMPSON HOLDDOVVN CLEAR SPAN PER SCHEDULE MIN. EMBED. INTO FOUNDATION END WALL OR FOOTING (5" FOR 5/8" o LENGTH DIA. ROD, 7" FOR 7/8" DIA. ROD. e` (WHEN EMBEDDING INTO .. . . STEMWALL: PROVIDE MIN. 1 5/8" END -5/8" DIA. ROD REQUIRES 10" DISTANCE FOR CS AND CMST EMBED INTO MIN. 6" THICK STEM STRAPS d ° h° -7/8" DIA. ROD REQUIRES 15" `° d L-MUL-D IIlITO "In11N. 8" THICK STEiWI) HOLDOWN SCHEDULE MARK HOLDOWN DESCRIPTION FASTENER SIMPSON HTT16 OR HTT4 18-16d. x 2 1/2" NAILS & 5/8" DIA. ALL -THREAD ROD. INSTALL HC-1 (WITH OPT 017 - USE SIMPSON CMSTCI6 STRAP TIE W/ 25" AFTER WALL PANEL SET. SEE DETAIL "ENG-1/A4L.1" END LENGTH AT FIRST FLOOR LEVEL AND SIMPSON HTT16 FOR CMSTC16: 25 -16d. NAILS EACH END. INSTALL AFTER WALL AT FOUNDATION -SEE DETAIL "ENG-19/A4L.3") PANEL SET - SEE DETAIL "ENG-3/A4LX' SIMPSON LTT20B 10-10d. NAILS + 5/8" DIA. ALL -THREAD ROD. INSTALL HD-1A (WITH OPT 017 - USE SIMPSON CS16 STRAP TIE W/ 14" AFTER WALL PANEL SET. SEE DETAIL "ENG-1/A4L.1" END LENGTH AT FIRST FLOOR LEVEL AND SIMPSON HTT16 FOR CST16: 10-8d. NAILS EACH END. INSTALL AFTER WALL AT FOUNDATION -SEE DETAIL "ENG-19/A4L.3") PANEL SET - SEE DETAIL "ENG-3/A4L.1" HD-2 SIMPSON CS16 STRAP TIE 13" END LENGTH (ABOVE 10-8d. NAILS EACH END. INSTALL AFTER WALL PANEL SET BOTTOM PLATE) SEE DETAIL "ENG-3/A4L.1" HD-2A SIMPSON CS16 STRAP TIE 13" END LENGTH- 10-8d. NAILS EACH END. INSTALL AFTER WALL PANEL SET WRAP AROUND BEAM/JOIST BELOW SEE DETAILS "ENG-14, ENG-18 /A4L.2" HD-3 SIMPSON CMSTC16 W/ 20" END LENGTH (ABOVE 25-16d. NAILS EACH END. INSTALL AFTER WALL PANEL SET. BOTTOM PLATE) - ATTACH TO DOUBLE STUDS SEE DETAIL "ENG-3/A4L.1" SIMPSON CMSTC16 W/ 20" END LENGTH (ABOVE 25-16d. NAILS EACH SIDE. INSTALL AFTER WALL PANEL SET HD-3A BOTTOM PLATE) WRAPAROUND BEAM/JOIST BELOW - SEE DETAILS "ENG-14, ENG-18 /A4L.2" ATTACH TO DOUBLE STUDS HD-4 SIMPSON CMST14 W/ 30" END LENGTH - ATTACH 33-10d. NAILS EACH SIDE. INSTALL AFTER WALL PANEL SET. TO DOUBLE STUDS) SEE DETAIL "ENG-3/A4L.1" HD-4A SIMPSON CMST14 W/ 30" END LENGTH WRAP AROUND 33-10d. NAILS EACH SIDE. INSTALL AFTER WALL PANEL SET. BEAM/JOIST BELOW - ATTACH TO DOUBLE STUDS SEE DETAILS "ENG-14, ENG-18 /A4L.2" SIMPSON HDQ8-SDS3 20-SDS1/4X3 WOOD SCREWS & 718" DIA. ALL -THREAD ROD. INSTALL AFTER WALL PANEL SET. SEE DETAIL "ENG-1/A4L.1" HD-5 (WITH OPT 017 -USE SIMPSON CMST14 STRAP AT FIRST FLOOR LEVEL AND SIMPSON HDQ8-SDS3 AT FOUNDATION 1 SEE DETAIL" ENG-19/A4L.3") I 1 I 8 ° 4 1. FOR BASIC WIND SPEEDS < 100 MPH, INSTALL (1) SIMPSON H 1 HURRICANE CLIP AT EACH TRUSS AND RAFTER BEARING a POINT, MIN. FOR BASIC WIND SPEEDS > 100 MPH. INSTALL (1) SIMPSON H10 HURRICANE CLIP AT EACH TRUSS AND RAFTER BEARING POINT. MIN. - SEE DETAIL ENG-71A4L.2 EQUAL NUMBER OF NAILS IN EACH END i ALL -THREAD ROD PER (SEE HOEDOWN SCHEDULE) -MAY BE i HOEDOWN SCHEDULE. INSTALLED OVER SHEATHING DRILL AND INSTALL WITH SIMPSON ADHESIVE* OR EQUIVALENT -� i� /\ `� VIVA J �' �n� NA4G.1 s -� E/\ u O VIVA L L H.O L DO VAV N C, I� N A4G.1 C H I� U L E S t u u I I u u UU/i \\\\��\u GC)N N, F Cb ,,off .• NO. GIST a a s a a Q a Q a< a a Q a Q Q c _ - > c c Z ro a _� c ui jE 23 L L_ O m'U E c a ro j E m � Q NT Jam\ L / uzs < >w 11 � c ('V LU L- i :a LO V) c � o Ln �0 4 M rn (D N [:. ti� :.. ® ... c` N r 0 u )U)U) � [ . s U) U) V) 000 (.D (D 0 O € l a >,N-1 Ln � > uj' rl N O Lr) 11-i f j " O O O Lu Lu uj i€ O CL < W W s-I W O U) (} ; d � o U C:) p O Lli J O Lli n LU � ® O w LLUU�° c p J Lu � Q C" Lu LL LU = J g O ca n Lu C:) _ I) �o� cl� U Lu arm 0oz LU < <� cl2�ry <oLu > Lu Q w g O {- O 0 ® U uj caV� O C:)H O ce ®®:�7 LucoM:5-- ��o ►�=ov Q re Ill �� p ® O Ew-r Ucn U) O O Q U Lu O �v C) <= cn ¢ < cn U)o m to Lu Lu uj ®_ � ®WI- w UIg- o oc=n®� p"�tn0 H ®� U O O re o�Lu> U) LLJ z '_' ;;� ®pce® �¢ LLLL.L_ ��zo w a- WLLJ U = f- ZD a O 57 Q m U_ O O O Lu Lu O ry ® z Lu ® O I=- O Lu ry ® f-i a O IN DRP SIC VVIND ZON S 5 100 MPH. I�OF--% 2-PLY GII,LJENS: INSTALL (1) SIMPSON H10-2 OR (2) SIMPSON H2.5A HURRICANE TIES AT EACH BEARING POI HT FOR 3-PLY GIRDER'S - INSTALL (1) SIMPSON LGT3 - SDS 2.5A OR (1) SIMPSON VGT + (1) SIMPSON H TJ, GIRDER TIEuOWN AT EACH BEARING POINT NOTE: CONTACT TOLL ARCHITECTURE FOR GIRDER TIEDOWNS IN BASIC WIND ZONES > 100 MPH. T Y. FlURIMCAME TE= D F T" L S ENI SIMPSON HOLDOV PER PLAN INSTALL DOUBLE WIJ'S DIRECTLY BELOW SHEARWALL SHEr RVAVIkL L TO DOUBLiE V\\%IJ NG-18 OONN O I ION\ DETAIL r� IL A4L.2 RAFTER OR TR"cc SIMPSON VGT 5/8" THREADED SIMPSON HTT4 ENG. ROOF TRUSSES RAFTER OR TRUSS SIMPSON H10 HURRICANE TIE FOR BASIC WIND SPEEDS > 100 MPH 2-10d NAIL @ 12" O.C. STAGGERI INT. SHEARWALL (DOUBLE -SIDED GYPSUM BOAR SIMPSON H1 HURRICANE TIE FOR BASIC VVIND SPEEDS <_ 100 MPH 0 NOTE: SIMPSON H2.5A CAN BE USED IF NO \ I SHEAR WALL IS BELOW. I WIJ CENTERED OVEI SHEAR WALL MR A -A ENG-7 A4L.2 SHEARWALL BELOW T YP. FLOOR DIAPHRAC N TO N T EMOO R SHEARWALL CCNNEG T ON A4L.2 . - B � DOUBLE TOP PLATE ��— _ 2-10d NAILS O o OSB RIM BOARD U- SIMPSON HOLDOWN PER SCHEDULE z 0 j' SIMPSON LTP4 FRAMING PLATES AT END LENGTH L . n HORIZONTAL SEAMS IN EXTERIOR - SHEATHING @ 48" O.C. OR FIRST FLOOR = ! 6" LONG SIMPSON STRONG -DRIVE SDWC -_-�-__ 2X4 FLAT BLOCKING @ 12 O.C. TRUSS SCREW @ 16" O.C. a" PLYWOOD j o (THROUGH TOP PLATES, INTO RIM TOP OF PLATE WIJ U BOARD) .-. NOTE: I(JT. SHEAR WALL `L SIMPSON LTP4 FRAMING PLATES TO BE (DOUBLE -SIDED GYP. j INSTALLED AS INDICATED OVER STEEL BEAM OR PSL PER BOARD OR OSB SIDED) EXTERIOR SHEATHING PLAN ,'�NE A � VAYA LL HOLDOVIlYN (1) ADDITIONAL STUD REQUIRED FOR HD-5 (2) 2X STUDS HOLDOWN HOLDOWN (SEE SCHEDULE FO Y P. SHE A RVhVA L L O E TA �L :NG-1, A4L.2 R STUD CONNECTED NSFER SHEAR DMMON NAILS C. FULL HEIGHT OF :4 FLAT BLOCKING 2-10d NAILS @ 12" O.C. INTERICR SHEAR WALL -NG-13 I V P . ROOF�� DIAPHRAGM I 'O INTERIOR E:-2) SH _ '�VAV LC�L OONIN 10O�\q T Y. FLOOR DAPHRAGM TO X O-Z ENG-9 SH ARVACONNECTION U LL A4L.2 PROVIDE SOLII BLOCKING @ STEEL BEAM. EVERY THIRD BAY MAY BE REMOVED/PENETRATED FOR HVAC/PLUMBING. A4L.22 0a MS u S B L=OOKNO @ SH EAR\nVAL L SOLID I -JOISTS BLOCKING TEFL BEAM PER PLAN N G-8 A4L.2 ��//, `\\\p\\\U 1111 I I I I I I l l /l ///z,rk ND Q Q Q a Q Q¢ Q Q Q Q Q Q Q c > c ro — � Q c o �� 5 cn z o �, a c m > 3 (n U U .�_ @ E c U fo 0) 2 0 o_ r_a j > > — r1 V— .{..+ ro 0) �mi=�cn uj W o N- r- .0 Q M < ` ui Lo 0:. CV Lo ro o n0 _j 4-) < fu cv < o N O . LU w LU cnLnLr) 0 m cn U) cn LL- o O o : af (D(D (D d- Lr) 1-0 0 > ono, ;o 0 0 LuL>LI I J Lu ..,�. b U;Lu o: w Lu I U w a : O � o Eimz C� ul �9 U`Q uj Lu W ; um uj r" 11 REAL N UM B E IR u Q) L , 0 ► j < w r ca U) � O 0 g y O 0 0 a j�o uj ®�o <uU p u.j¢¢ ) ® cO w � U)®0� Lumen of0-p U >. J Lu w¢¢ LLj�o LL- LU0 ®®� v) (jo� �ULu co 0®0 ,L,,�¢ r� zz� <o> �0-¢ u z U) W¢U) Lu =oOf 0 M0 Lu �p/� u � � • �y / r ® UU) O O O CL � o o cn Lu = o U) J < b— = ccl U) w = ® 0 O W w = U (n 0 0 0 z 0 �Ln Lu uj O U C7 QQ = < �¢<cn cno co = w W w n ¢ o = of 0 uj U) �Lu L� �u~Lu � 0 U ® z ® 0 U Q w Q 0 cn Lu cl-Lu ®p® ¢L� � LU 0 w ®- —1 Luuj�� CD .E W I— zr=cn ®2E ca U_ � 0 0 M U LL U) LW 2 o Lu Q LU p 2f H Co —r 0 —r J¢ ¢ Lu o O AIR SPACE SIMPSON HOLDOWN PER PLAN CONC GARAGE SLAB SIMPSON HOLDOWN PER PLAN * REFER TO DETAIL ENG-1/A4L.1 WHEN FDN. HEIGHT IS GREATER THAN 4 COURSES. U) Lu 0 U a- x Q (2) 2X STUDS (FIELD INSTALLED). MAIL T OrFTHFR WITH 1Qrl i\wi q AT 3" O.C. VERT. NAIL STUDS TO SHEATHING WITH NAILING PATTERN INDICATED IN THE SHEARWALL/ BRACED WALL SCHEDULE BRICK VENEER FINISH GRADE CONC FTG (2) 27, 61 UDS (FIELD INSTALLED). NAIL TOGETHER WITH 10d. NAILS AT 3" O.C. VERT. NAIL STUDS TO SHEATHING WITH NAILING PATTERN INDICATED IN THE SHEARWALL/ BRACED WALL SCHEDULE FINISH GRADE CONC FTG �'lV L SPACE C 0LD0VAVN DEh J LS SIMPSON STRAP TIE PER SCHEDULE - INS7 ON ONE FACE OF STU ONLY FIRST FLOOR TOP OF PLATE CUT LENGTH = (2 x END LENGTH) + JOIST DEPTH + 5 1/4" SIMPSON HOLDOWN PER SCHEDULE (S TOP OF FOUNDATION ll IVIIIll. L-IVIIJLi1. N G-2 A4L.3 G-1 A4L.3 G0N NEC \\\`\\``��nuuuutrr►uiuiii�i�i�ii •Q a Q C, its E RtEO Q Q Q Q > v ra °' o z O U m 0 u QJ 2 E .0 ro U 0 o ro j > > — ro ~ r ro 0M 0 Lo z c� Lli►n 0. N cn 0 v U < o oo M O C L :0 r-) < 0-) Lo o Lo o t„�„ w W w O cn cn cn cn cn V) � � c cD (D 'o®co afire w w Lu Lu Lu W W V z ? U) .1 V) LLI 0. N ' (J) Ln ' I p w: p [p=�7 J on L C� O 0 � �-- Lu 71 \. f+^^i S tz W '. Lu Lu -SERIAL NUMBER 0 w ¢ w cc j � O Lu O w Luz 0 O 0 O H 0 UJI W Z Q w OU 0 ujUz J ¢ ¢ ��0 Lu �( Lu 0 W W ZD � a � U >- w' ¢ ui 00 O U- W Z J = O m Luo� a w � O w > U ED 00 O z LU w ¢ W z Z w W ¢(„> J Z a Q W ¢ U) r O O U mu� .J O Z OO V � O 0 W Z o�z W m Z O w HCl UJI CID = J ¢ �— ¢=60cc V) Lu M p z O 00 Z�V(n LLJ U) 0 0Lu O (J') W ¢ Z w U W a Z Lu j O ¢�z=o J ¢ Uj (n 0 o�zW w w 2: F-0�p vw)¢o= Lu U-1 w U) 2: W uj DUI=--u- 0 (n O Z LL In 0 z LuO � ¢zuj oa U 0 U) W ozW> cn LL J Z ¢ `LJ L- � r O p 0 LLJ ¢ U- ~ W Z W Z W W Lu Lo co ZF-== o ¢�mv z ; LL- Z 0 0 O U b H U) w 0 W voo� Lu Ln � Z Ln J WJ zaLoQ¢ @ MID SPAN ONLY 1 1/2" DIN. HOLE MAY BE LOCATED ANYWHERE IN WEB. 2" END BEARING CONDITION INSIDE FACE EE CHART B OF SUPPORT ALL MEASUREMENTS ARE FROM CENTER 0 ❑ OF HOLE TO INSIDE FACE OF SUPPORT = D 2D 2L L A GROUP OF SMALL HOLES MIN. MIN. MUST FIT INSIDE A CIRCLE, MAX. HOLE DIA. _ MEETING THE CRITERIA FOR SQUARE HOLE SIZE IS CLEAR DISTANCE BETWEEN ROUND HOLES. 7r n� AI I OMADi C D/V min FLANGES MINUS 1/4" /J VI MLLV VVMULL MVVIYU HOLE DIAMETER (@ MID -SPAN ONLY) NOTES 1) HOLE LOCATIONS ARE BASED ON SIMPLE SPAN DESIGNS WITH UNIFORM LOADING OF UP TO 40 PSF LIVE LOAD & 15 PSF DEAD LOAD, AND UP TO 24" O.C. SPACING NOTE: FOR OTHER ACCEPTABLE ALTERNATE JOISTS PER GN SHEETS, USE MANUFACTURER'S HOLE CUTTING CRITERIA 11 2) HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. DIMENSIONS EQUAL TO.75 OF THE EQUIVALENT ROUND HOLE MAY BE USED AT THE SAME LOCATIONS AT THE LOCATIONS SHOWN IN EXAMPLE : A 10" DIA. HOLE IS EQUIVALENT TO A 0.75 X 10 = 71/2" SQUARE HOLE WHICH MAY BE LOCATED AS SHOWN ABOVE FOR A 10" DIA. HOLE 3) MULTIPLE HOLES MUST BE SPACED TO ALLOW WEB BOARD EQUAL TO AT LEAST TWO TIMES THE DIAMETER OF THE LARGEST HOLE BETWEEN THEM. CHART FOR SIMPLE SPANS WITH OUT SPECIAL LOADING CONDITIONS DEPTH (IN.) CIRCULAR HOLE DIAMETER (IN.) 2" 3" 4" 5" 61I �.I $I. 91I OII 9.5" (IB400) 0'-7" 1'-9" 2' 11" 4' 3" 5' 7" 14" (IB600) 0' 7" 0'-8" 1' 9" 3' 1" 4' S" 5' 10" T-T 16" (I13600) 0'-7" 0'4" 1' 4" 2'-8" 41_lII 5'-6" 71_OI. 81_61 18" (IB800) V-7" 1'-8" 2'4" 1 T-3" 4'-2" T-3" 6'-5" T-8" 8'-il" W.I.J. HOLE CUTTING CRITERIA FOR t91/2" IB400, 14" IB600, 16" IB600, AND 18" IB800 UNIFORMLY DETAIL DESIGNATOR WIJ DISTRIBUTED OAO DEPTH LOAD (PLF) @(IN.) CONTINUOUS 2 FOOT 3 FOOT 4 FOOT ROWS OF MIN. DEPTH OF SIZE OF NAIL SIZE & BACKER BACKER BACKER BACKER NAILS BLOCKING (IN.) BACKER SPACING 9.5" 400 1200 1200 1600 2 5 1/2" 1" NET PLYWOOD/ 3.5" (16d) NAILS OSB (NOTE 2) @ 6" O.C. 14" 600 1200 1800 2400 3 10 3/4" 1" NET PLYWOOD/ 3.5" (16d) NAILS OSB (NOTE 2) (al 6" n.r. 16" 800 1600 2400 3200 3 12 3/4" 1" NET PLYWOOD/ 3.5" (16d) NAILS OSB (NOTE 2) @ 6" O.C. 18" 800 1600 2400 3200 3 14 3/4" (2) (2x4 + 2xl2) 3.5" (16d) NAILS @ 6" O.C. BACKER BLOCK NOTES 1) NAILS MAY BE COMMON, ARDOX, SPIRAL, RINGED, COATED OR AIR GUN NAILS W/ THE SAME SIZE DESIGNATION INDICATED IN THE TABLES (8d OR 16d) 2) CAPACITIES GIVEN ARE FOR KILN DRIED LUMBER AND STANDARD TERM LOAD DURATION MULTIPLY PERMISSIBLE LOADS BY .8 WHEN USING GREEN LUMBER. MULTIPLY BY APPROPRIATE FACTOR FOR OTHER LOAD DURATIONS AS ALLOWED BY LOCAL BUILDING CODES. 3) INSTALL TIGHT TO THE TOP FLANGE FOR TOP MOUNT HANGERS, TIGHT TO THE BOTTOM FLANGE FOR FACE MOUNTED HANGERS. 4) EQUIVALENT BACKER THICKNESS MAY BE MADE UP FROM MULTIPLE PLIES OF PLYWOOD OR OSB. ALTERNATES: 1" OR 1 1/8" THICKNESS OF OSB RIM BD. BACKER BLOCKS MUST BE GREATER IN HEIGHT THAN FLUSH MOUNTED HANGERS, AND MUST ALSO MEET OR EXCEED MIN. DEPTH REQUIREMENTS IN TABLE 1. 5) FOR UNIFORM SIDE LOADS A CONTINUOUS BACKER BLOCK MUST BE USED. FOR CONCENTRATED LOADS, USE THE APPROPRIATE LENGTH OF BACKER BLOCK (2'4) AS NOTED ON PLANS. BACKER BLOCKS SHALL BE CENTERED AT HANGER LOCATIONS INTERMEDIATE FILLER & BACKER BLOCKS @ DOUBLE W.I.J. 8d @ 6" O.C. 16d @ 16" O.C. WALL SHEATHING PER SECTIONS �W,I� AND 1 DETAILS —i INO BEAR ONDITIO S PER DE WALL SHEN PER SECT] AND DETA: MIN. 16" MAX. 19.2" ~1 / -7 11" HOLE FOR 10" RANGE HOOD EXHAUST DUCTWORK A X z E z Lu la- 0 NOTE: DO NOT CUT TOP OR BOTTOM FLANGE OF I -JOIST NOTE: HOLE MAY NOT BE LOCATED BELOW POST 20 RANGE HOOD EXHAUST -4SD DUCT THROUGH W.I.J. !UIV.301ST AN (SEE DET. #14) W.I.J. BLOCKING (OR DOUBLE W.I.J. WITH FILLER AS PER PLAN) (IF DOUBLED SEE 11/A-4SD) @ 18" W.I.J., 2x4 WEB STIFFENERS, REFER TO DETAIL 1/A4SD INSTALL 2X BLOCKING (EACH SIDE OF DUCT) ON 1 SIDE OF I JOIST TO BE CUT FOR DUCT WORK. BEARING WALL BELOW @ 18" W.I.J., 2x4 WEB STIFFENERS, REFER TO DETAIL 1/A4SD FLOOR DECKING ADDITIONAL OSB RIM FOR POINT LOADS (IF REQUIRED) SEE 2/A-4SD BEARING PLATE FASTENED TO CONCRETE WALL PER GEN NOTES 2x4 FLAT BLOCKING AT 24" O.C. UNDER2X4 FLAT BLOCKING ATNON BEARING 24" O.C. UNDER NON-BEARINGWALL ABOVE PARALLEL PARTITION, 2 PARALLEL PARTITION (16d) TOE -NAILED AT 2-16d TOE -NAILED AT EACH END EACH END HALF-WALL7 DFCKTNG [—RIMBJOIISTB7 DOUBLE 2x4 AT ENDFLOOR OF HALF WALL DECKINGDROPPED INTO USE 2-3 1/2" FLOOR DECK (_16d) TOE NAILS TTFROM BDLOCOKINGMINTO W.I.J. 2x4 FLAT BLOCKING ON DOUBEH2DE OF 2'-0" MAX. CANTILEVER 21 2X BLOCKING UNDER / 12 �!�NON-BEARING PARTITION A-4SD t'iHLt'-VVHLL CIVU UC I lH1L WIJ DEPTH SIZE NAIL SIZE & SPACING NO. OF (IN.) ROWS 9.5" 2X8 RIPPED TO 6" + 7/16" 2.5" (8d) NAILS AT 12" O.C. DRIVEN PLYWOOD/OSB (NOTE 3) FROM EACH SIDE (STAGGERED) 2 14" X4 & 2X8 (10.25" DEEP) + 7/16" 2.5" (8d) NAILS AT 12" O.C. DRIVEN PLYWOOD/OSB (NOTE 3) FROM EACH SIDE (STAGGERED) 3 16" 2X4 & 2X10 (13.25" DEEP) + 2.5" (8d) NAILS AT 12" O.C. DRIVEN 7/16" PLYWOOD/OSB (NOTE 3) FROM EACH SIDE (STAGGERED) 4 1R" f21 (2X4 + ZX12) 3.5" (16d) NAILS AT 12" O.C. DRIVEN 4 FROM EACH SIDE (STAGGERED) FILLER BLOCK NOTES 1) INSTALL TIGHT TO THE TOP FLANGE FOR TOP MOUNT HANGERS, PROVIDE 1" OSB STIFFENER - TIGHT TO THE BOTTOM FLANGE FOR FACE MOUNT HANGERS, LENGTH EQUAL TO FILLER- ONLY WHEN THERE IS MORE THAN 1/8" GAP BETWEEN THE TOP CHORD (OF r, THE W.I.J.) & THE TOP - MOUNT HANGER. N WHEN THIS CONDITION OCCURS, NA STIFFENER W/ 3" (10d) @ 3" O.C. VERTICALLY & HORIZONTALLY. INSTALL TIGHT TO TOP CHORD FOR TOP -MOUNT HANGERS & TIGHT TO BOTTOM CHORDS OR FACE - MOUNT 2x4 WEB STIFFENER EACH SIDE, PROVIDE FILLER BLOCK CENTERED TIGHT TO TOP CHORD WITH 3 ON POINT LOAD LOCATION AS NOTED ON PLANS. WITH A (lOd) NAILS MIN. 3" O.C. EACH LENGTH GREATER THAN OR SIDE (IF REQUIRED BY POINT EQUAL TO BACKING BLOCK LOAD ABOVE PER PLAN) ri9 O JOIST BLOCKING UNDER A-4SD DETAIL BEARING LOADS BTWN. JOISTS ESIGN. (16d) @ 8" O.C. 1 3/4" X 14" LVL GUSSET @ STAIR OPENING (16d) @ 8" O.C. TOE NAIL OSB . RIM BD. TO DBL. TOP PLATES W/ 3' lOd) NAILS FASTENER SIZE @ O.C. AND SPACING AS PER BUILDING CODES DIAPHRAGM & 18 DETAIL @ 17 RIM BD. NAILING A-4SD STAIR OPENING A-4SD z z Lu a o O X a 15" TRUNK DUCT 16" MAX. OPENING AT CENTER LINE NOTE: INSTALL 2 X BLOCKING (EACH SIDE OF DUCT) ON 1 SIDE OF I JOIST TO BE CUT FOR DUCT WORK. zo io W.I.]. GIRDER SIMPSON OR EQUIV. JOIST HANGER PER PLAN @ 18" W.I.J., 2x4 WEB STIFFENERS, REFER TO DETAIL 1/A4SD TO BOTH SIDES OF GIRDER @18" W.I.J. (2x4+2xl2) LENGTH EQUAL TO FILLER - ONLY WHEN THERE IS MORE THAN 1/8" GAP BETWEEN THE TOP CHORD (OF THE W.I.J.) & THE TOP -MOUNT HANGER. WHEN THIS CONDITION OCCURS, NAIL STIFFENER W/ 3" (10d) @ 3" O.C. VERTICALLY & HORIZONTALLY. INSTALL TIGHT TO TOP CHORD FOR TOP -MOUNT HANGERS & TIGHT TO BOTTOM CHORD FOR FACE -MOUNT HANGERS. FLUSH W.I.J. TO W.I.J. PARALLA" " BEAM YAKALLA BEAM SINGLE W.I.J. SIMPSON OR EQUIV. JOIST HANGER PER PLAN @ 18" W.I.J., 2x4 WEB STIFFENERS, REFER TO DETAIL 1/A4SD _ iB STIFFENER - LENGTH EQUAL TO FILLER-. ONLY WHEN THERE IS MORE THAN 1/8" GAP BETWEEN THE TOP CHORD (OF THE W,I.J.) & THE TOP -MOUNT HANGER, WHEN THIS CONDITION OCCURS, NAIL STIFFENER W/ 3" (10d) @ 3" O.C. VERTICALLY & HORIZONTALLY. INSTALL TIGHT TO TOP CHORD FOR TOP -MOUNT HANGERS & TIGHT TO BOTTOM 2) FOR UNIFORM SIDE LOADS A CONTINUOUS FILLER BLOCK MUST BE USED 3) WHERE MULTIPLE 2X'S ARE REQUIRED, STAGGER VERTICAL JOINTS. FILLER BLOCKS MUST BE GREATER IN HEIGHT THAN FLUSH MOUNTED HANGE 4) FOR CONCENTRATED LOADS, INSTALL A FILLER FLOCK CENTERED AT IL THE LOAD LOCATION W/ AN EQUAL OR GREATER LENGTH THAN THE CORRESPONDING BACKER BLOCK LENGTH. ALSO, INSTALL FILLERS W/ A MIN. LENGTH OF 3 1/2" AT A MAX. SPACING OF 4'-0" O.C. FOR THE REMAINING PORTION OF THE GIRDER. FASTEN THESE INTERMEDIATE FILLERS W/ AT LEAST 6 NAILS FROM EACH SIDE (SEE 19/A-4SD). NOTE: ALL FILLER BLOCKS SHOULD BE CUT APPROX. 1/8" SHORT TO PREVENT DAMAGE TO THE FLANGE WEB JOINT. INSTALL TIGHT TO TOP CHORD FOR TOP MOUNT HANGERS, TIGHT TO BOTTOM CHORD FOR FACE MOUNTED - HANGERS. 1s CONTINUOUS FILLER & BACKER A-4SD BLOCKS @ DOUBLE W.I.J. FASTEN SQUASH BLOCKS TO W.I.J. W/ 2-3" 10d NAILS TOP AND BOTTOM (TYPICAL) 14 A-4SD BUILT UP COLUMN I I FLOOR (JACK STUDS OR DECKING PSL COLUMN) 2X SQUASH BLOCKS REQUIRED BELOW BUILT UP COLUMN CUT SQUASH BLOCKS 1/16" DEEPER THAN I JOIST DEPTH SQUASH BLOCK BELOW POST USE 2X SQUASH BLOCKS TO TRANSFER LOAD FROM UPPER TO LOWER WALL, FASTEN SQUASH BLOCKS TO W.I.]. W/ (2) 3", 10d NAILS TOP & BOTTOM). SQUASH BLOCKS REQUIRED PER 19/A�4SD PROVIDE FOR SIDE LOAD CONDITIONS 11 A-4SD 10 A-4SD ADD SOLID BLOCKING EVERY OTHER JOIST SPACING (NOT SHOWN) @ 18" W.I.J., 2x4 WE STIFFENERS, - FULL DEPTH BLOCKING @ 16" O.C. REFER TO DETAIL 1/A4SD W/ (2) 16d TOE -NAILED AT TOP & BOTTOM EACH END: AT JOISTS PARALLEL TO PARTITION, (3) 16d @ 16" O.C. FROM SILL OF WALL TO BLOCKING OR JOIST FLOOR DECKING (TO BE INSTALLED AFTER CANTILEVERED FLOOR IS INSULATED) 8 UNREINFORCED 4 -4SD CANTILEVER A-4SD 1 1/8" OSB RIM JST. & WIJ RIM ]ST. @ END WALL CONDITION" 2X SQUASH BLOCKS IF REQUIRED BELOW POINT LOADS - ADDITIONAL OSB RIM FOR FULL DEPTH BLOCKING CONT. POINT LOADS (IF W/ (2) 16d TOE -NAILED �FUIFOBEARING REQUIRED) SEE 2/A-4SD AT TOP & BOTTOM EACH END: AT JOISTS PERPENDICULAR TO PLATE FASTENED PARTITION, (3) 16d @ 16" O.C.TO TO CONCRETE WALL PERFROM SILL OF WALL TO BLOCKING GENERAL NOTES OR JOIST. EVERY THIRD BAY MAY BE REMOVED/PENETRATED FOR HVAC/PLUMBING. FIRST FLOORBEARING PLATE FASTENED TO CONCRETE WALL PER GEN NOTES NOTE: FOR IRC 2009, 2012 ONLY. FOR IRC 2000, 2003, 2006 REFER TO DETAIL 12/A4SD. FULL DEPTH BLOCKING UNDER OSB RIM & JOISTS BRACED WALL PARTITIONS A-4SD PARALLEL @ END WALL 1 1/8" OSB RIM JOIST NAILED TOP &BOTTOM FLANGES WITH 2- 2-3"(lOd) NAILS EACH DOUBLE W.I.J. GIRDER w/ FILLER BLOCKING AT EACH HANGER, SEE DETAIL 19C/A4SD FOR INTERMEDIATE FILLER. SEE DETAIL ll/A4SD FOR CONTINUOUS FILLER WITH MULTIPLE SIDE -LOADED CONDITIONS, SIMPSON OR EQUIV. JOIST HANGER PER PLAN W.I.J., 2x4 WEB ENERS, REFER TO DETAIL 1/A4SD 1" OSB STIFFENER - LENGTH EQUAL TO FILLER - ONLY WHEN THERE IS MORE THAN 1/8" GAP BETWEEN THE TOP CHORD (OF THE W.I.J.) &THE TOP -MOUNT HANGER. WHEN THIS CONDITION OCCURS, NAIL STIFFENER W/ 3" (10d) @ 3" O.C. VERTICALLY & HORIZONTALLY. INSTALL TIGHT TO TOP CHORD FOR TOP -MOUNT HANGERS & TIGHT TO BOTTOM CHORD FOR FACE -MOUNT HANGERS. HANGER CONNECTION TO SUPER I GIRDER ADDITIONAL 1" OSB RIM JOIST BLOCKING UNDER ANY DOUBLE JACK STUD (1 KING & 2 JACK) OR GREATER POINT LOAD CONDITION AT EXTERIOR WALLS (TYP.) OSB BLOCKING FLOOR DECKING 0 am TODO P NOT CUT ` CHORD FOR FACE -MOUNT HANGERS. @ 18 W I JI JOISTS WEB FLANGE OF I -JOIST STIFFENERS, REFER TO DETAIL 1/A4SD THIS HOLE SIZE HAS 1 1/8" OSB HAS BEEN APPROVED JOISTS MAY BUTT TOGETHER OR BYPASS RIM JST. BD. @ NAIL BLOCKING TO OSB BY MANUFACTURER'S (6" MIN. OVERLAP FOR BYPASS) AT INTERIOR EXT. WALLS (TYP.) w/ 2-3" (10d) TOE -NAILS ENGINEER DOUBLE W.I.J. BEARING. 1 1/2" (MIN.) BEARING REQUIRED TOP AND BOTTOM (TYP.) FOR EACH JOIST. FASTEN JOIST TO INTERIOR BEARING WALL WITH 2-3 1/2" (16d) NAILS TRUNK DUCT THROUGH W.I.J. 16 FLUSH BEAM CONNECTIONS 13 INTERIOR LOAD BEARING WALL 9 OSB BLOCKING DETAIL EA-4SD a@ EXTERIOR WALLS IT IS HIGHLY RECOMMENDED THAT CONSTRUCTION ADHESIVE BE PLACED IN THE BOTTOM OF ALL JOIST HANGERS TO REDUCE FLOOR SQUEAKS SECOND FLOOR BEARING FASTENED TO DOUBLE TOP PLATE L DEPTH BLOCKING AT 48" O.C. R FIRST FULL JOIST BAY. E NAIL OR HANGER BLOCKING TO JOISTS. @ 18" W.I.J., 2x4 WEB STIFFENERS, REFER TO DETAIL 1/A4SD ADDITIONAL 1" OSB RIM JOIST BLOCKING UNDER ANY DOUBLE r PLATE JACK STUD (1 KING & 2 JACKS) TO OR GREATER POINT LOAD E WALL CONDITION AT EXTERIOR WALLS NOTESOUS SUPPORT 2x SILL PLATE BEARING ON CONCRETE WALL 11/8" OSB RIM JOIST TO W.I.J. WITH 2-3"(10d) NAILS TOP AND BOTTOM 1/8" TO 1/4" GAP I JOISTS - 2-3 1/2" (16d) NAILS INTO WALL PLATE (TYP.) @ 18" W.I.J., 2x4 WEB STIFFENER EACH SIDE OF WEB, AT EACH END OF JOIST JOISTS PERP. @ END WALL 3 A-4SD 2 -4SD (4) 10d NAILS NO GAP 1 A-4SD \00\1\\1111 I I I I I I f Illq j7777//// G0 / G(� `cw�1 • G i • /_ ti N • :'; ' e I Jul q 1_ Q Q Q Q Q Q a Q c ro N > a) ¢ Q vi o rya m in 0, o 0) U a ./a N c .0 CO •L w > r-1 S- L C c� (a•— CL ui fff lq- �.. O Lo a0) N Im Lo V) N 0 • W. O 0 Z _ <ro LU s3 0 0 Lr) ro .a 4-J w". mj N O Ln N Z 00 Lu Lu uj z '(n (n (n Lu u U)U-)to Y 000� 132 w w Z U(D(Dul) , d Ln Ln U) [ Lu W w M N N ' O O Oizl N w LTA Z 0Lu n- � #u Q Q O J 4 J : 0 I- 0 F- O 3 22 V I w z p O li T H W Ili rsER]M" O 0 O w < W co =�0 _ o=� 0 0 O Lu oho W 0 ¢Wv 0 J Q Q 0=z w `'� O w LiiQW wz¢ ct� Q Q:� uj 0O O W z J �Om U) Lu � o� a w �'oCK_ U W m 000 U W < QLL-� z z w Qo> � J z a Q w ¢ U) =00 I_ o ub md ��z OO U H 0 0 O�Wa� z Wmz� 00�� a=ow =mLuw � Ir- 27- = m >- U)af wz p z O 00 W W = z Cl-U - z uj 000o �Lf)�� f'- F- 0 Ui a- 2-7 z w W O > U p[ J Q hL-F Q Q U) Uj U) 0 z(n(� 0Lu uio�o n¢o= WQ Lu F- U)� W Lu 0 U F- LL. 0 0 z 0 p v, O z� F- WOQ U 0 ( j z w Q z ui> " b Z>_ z"0¢ � z ��0 0 oo�w ¢�� L;zO W a w w m (D�W� =0 o� ¢mU z C3 CJ _ 0 w W 0 W p z W Ui0®F-- U j ow o -i J Q Q d O 1x10 FRIEZE BOARD W/ 6" CROWN MOLDING ALUM. GUTTER w/ 2X6 FASCIA W/ CONT. VLI`VTED SOFFIT (TYP.) FLASHING (TYP.) TERRA BRONZE ROOF, TYP. 3" DOWN SPOUT l TO SPLASH BLOCK (TYP.) I 6 PVC WINDOW-�I SURROUND, I (TYP.) PRECAST STONE SILL (TYP.) --`i ............ ...................................................... ............................................ ..... ............ — — -------- FRU'N LEE T 011,.-M Scale: 1 /4" = V-0" CRICKET 1OX36 ARCH TOP DECORATIVE LOUVERED VENT CONCRETE PORCH — CONCRETE SILL — ROOF SHINGLES 1x3 TRIM ON 2x8 PROJECTED SAVE W/ 2x6 TRIM BOARD (TYP.) STONE VENEER W/STONE CROSSHEAD FLASHING )Il TERRA CONCRETE — j I I I BRONZE ROOF, TYP. WALK -OUT BOXED TRIPLE WINDOW BERKSHIRE TOP PLATE 2ND FLOOR TOP PLATE M. BATHROOM 0 �n SECOND FLOOR LEVEL TOP PLATE FIRST FL OR —HORIZ. SIDING, TYP. =iW IV zxl CAST STONE SILL -MANUFACTURED STONE VENEER FIRST FLOOR LEVEL , TOP PLATE /BASE N STANDARD FIREPLACE Bo TOP OF BASEMENT SLAB W Q DS ALUM. GUTTER C) DS a, ALUM. GUTT ER ®S -------------------------------------------------------------------------------, SLOPE 12:12 18' RIDGE VENT CL 0 U)r_1 12' RIDGE VENT SLOPE 12:12> w Q CRICKET ' ' U F- ' ® i i w i --------------------- SLOPE N SLOP' w ,� ; 12:12 T' 12:12 ------ >®------------------ Lu 1� DS � 1 LOPE T, SLO FP SLOPE o SLOPE, r, 12:12 , , 12:12'12:12�----------DS o DS' DS ; L-------------i------------ DS ALUM. GUTTER Scale: 1/8" = V-0" BERKSHIRE 910 M O O 110 ON Co 4t W Ln C�l tz LLJ .. q .. ��STFR� A2 Q¢ Q Q Q Q Q Q a Q Q Q a Q Q c Q Q 71 co � I z -o0i O o U L_ O 0� .O ED o . > m E a � m o , 0 M a N O N E�++� f0 0 < �o 0 � o (� CN 0 :.:. L cv 0 O z O; z >Lu Lu uj Lu c, Lu z oC z Lu o© 0 ui > Lu CID oo: F C) CIO 00 J U) 0 O i Utzi W W U LL O 0 06 z O U L- Luj "^"' ujLU L c LL SERIAL NUMBER 1015.2 0 U Q) 0 on O 0 O w Q w �: Co =�o C '3: W L_ O T 1_ 0 F-- z w 0 w 0 >�� w 0 0 �W0 Q w U 0 >QQ O0 w ~' ui a w wZD0 �Q._j U >- w¢¢ moo W z J = O °D ~ F_ (J') LL1 � 0 _ d W H O or_ U w a"en 0 O z w Q Q w z z Lu w Q O > � J z a¢ w =oo o m�� O U O F- U-) V 0WM 00 z oL�o Lu U) Couj Lu = J < �-- Q=�Co uj p z O 00 z M %_j VJ z cn 0 0 z LLJ O cc (n W F- LLJ,1_, U O Lua z w W 0 U Z = 0 Ujv=)O = u) o rn Lu u.j F-02�p (1) < = wwwF- U)7- in, Lu F Luct'- U F- ^^ O`f)pzz 0 '-` cn 0 Lu z < ¢z0Q v re o z uj > n :;7 z <C CLaf�o o�o o < U- ~Wzo w 0- '-' z WLU w ") Jo 0 _ Lu F- z F- _ U) F- V L a�EDu viz=;u- z o 0 w 0�o LL;wo� 0 z w uj00F=- U 0 LU 0 Z Co Q Q Lu C1. O TYP. DIRFCT VENT FIREPLACE - ROOF - SHINGLES ne11L,� o -3 Ls—mos IIIII I III HORIZONTAL SIDING 1x10 FRIEZE BOARD (TYP.) ©-0 TOP PLATE ALUM. GUTTER ON 2x6 FASCIA w/ 12" CONT. VENTED SOFFIT (TYP) SECOND FLOOR TOP PLATE FIRST FLOOR TOP PLATE TYP. DIRECT VENT Co FIREPLACE .........:...... BASEMENT SLAB II II I I II Scale: 1/8" = V-0" RERKSHIRE 5/4X6 TRIM @ JAM BS I A/C ONDENSER Scale: 1/8" = 1'-0" TOP PLATE FIRST FLOOR GARAGE STEM -1x10 FRIEZE BOARD (TYP.) TOP PLATE L - - -FLASHING (TYP.) SECOND FLOOR TOP PLATE -Y DOWN SPOUT _ TO SPLASH BLOCK (TYP.) FIRST FLOOR TOP PLATE E M� W - - BASEMENT SLAB I GUARDRAIL PER CODE -L--- Il L1 A R__� E LEVA7 ©M Scale: 1/8" = V-0" RERKSHIRE C� un 0 M O O .CD 0 z Q GON. C �.. ivo, a��naT+ass��✓p � `` Q Q Q a Q Q Q Q Q Q Q L r6 Q —_ Q < N o cn � � z a' O a� o u 6' (� a `� c 7D N rt U � 2 O > — o �- Lo z °- rn ' �Lo N _ U 0 O 00 o ro F 0 L.C) N O w; O z z O � Cni w Lu uj Lu w1 w z, W _ oC w Q LU z 2 O O o W W Co 00 U o � N i �i U) CD O N F— O i Ui t V z 0 a w O. Lr EEL „_ w w Cro uj Lu SERIAL NUMBER 1015.2 �o CL 0 r 0 UWQ w [:: m o w 0 111 _ z U-i�O 0U) 00o ono o�z QWU 0 �i < OO Lu U) L" 0 w w � � U>-_j W¢< LLJC® w z J F- o m U) Lu Lea �o� } U m 0oz LLj < < u- z z w ¢O> c r-, I z a cn z U) Lu¢ cn =O� o m Lu O 7 O U O F- V U oC)z� O O z w m z 00 w = a Lu Lu � m J = J Q f- Q = U) m U) Lu p z O p w w = z cl- u �Ww� O O 0 Lu O �'- U `-� r �- U w w O > U z = � �¢Qcn w w zo�� w cwn¢oz Lu qj w L!J O V) 0 z Wp Cn O Z I-wf~- UOz O ozza z w> cn b "" z ¢ z � w w a O O 0 Lu QLIJ F--UU0 � w z � uj Lu wr z�--=U) o2- m U T vi z ; - r z O O F- � Lu O w 9 ^^ u z z = T O O O Q U M wo 0 0 U m O W J cc ¢¢aF- Lr :D SHOWER ;ATHING ON 2X TFORM OR HALF AMING CAULK BEAD SIDES OF GLASS TILE ON 1/2" ;KER ON 2X CULTURED ON 1/2" TILE ON RUBBERIZED V E ON 3/4" NG SLOPED S DRAIN TILE ON 1/2" :KER ON ZED MEMBRANE SHEATHING ON =WALL VANITY MIRROR INSTALLATION INSTRUCTIONS: 1. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. 2. AT BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE CORNER. (YORKTOWNE TRIM - MM MIRROR WILL NOT BE INSTALLED AT INSIDE CORNERS.) 3. UPON INSTALLATION OF WOOD TRIM REMOVE REMOVABLE CLIPS ( VERIFY MIR ROR IS GLUED BEFORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM AT PERIMETER SHOULD BE 1 1/2" +/- FROM TOP OF BACKSPLASH AND INSIDE WALL CORNERS, 1/2" RECESS FOR MIRROR t I 2" YORKTOWNE �— 1/4" THICK MIRROR TRIM - MM MIRROR (INT�-68 MASTER _IATH M1 I� R_\\1\O _1 WOOD TRIM D ETAit A6 CERAMIC TILE ON 1/4" TILE BACKER 0/ 3/4" SHTG. PAN ROUGH PLATFORM _ELT PER PLAN SHOW1 R SEAT/ ENCLOSURE 4 � DETAIL @ HALF WALL A6 SCALE: 1" = V-0" SHOWER HEAD 88" A.F.F.: ALL SECUND FLUUK MASTER BEDROOMS RAISE TILE HEIGHT ONE COURSE SHOWER HEAD 82" A.F.F.: ALL MASTER DOWN PRODUCT ALL SECONDARY BATHROOMS CORNER SHELF =I I I I I I SOAP DISH CENTERED ADJACENT VANITY TO BE 1 3/4" MIN. - FROM ROUGH TUB PLATFORM FRAMING VANITY CABINET (BY OTHERS) CERAMIC TILE EDGE OF ON PLATFORM PLATFORM (SIZE VARIES) SHEATHING I 2X PLATFORM JEI FRAMING PER __1I1 PLAN FLOOR MATERIAL PER 77= FINISH PLAN ROUGH DIMENSION OF VANITY PER PLAN I. I. 1 3/4" SPACE 3 SUB TO CABINET SECTION A6 SCALE: 1" = 1'-0" Iu Lu TEMPERED GLASS y m m ONE ROW OF TILE AT AT SHOWER DOOR 1 w Lu PLATFORM 3 I � BACKSPLASH A6 SHOWER o HALF WALL 1 2 ENCLOSURE TO - = o o PER PLAN A6 A6 REST ON TOP OF �� m m TUB PLATFORM OR HALF WALL z + +uj SHOWER SEAT � w VARIES PER PLAN 4 A6 SHOWER VARIES PER PLAN FRI] PLATFOo R-M TUB SHOWER HEAD 88" A.F.F.: ALL SECOND FLOOR MASTER BEDROOMS RAISE TILE HEIGHT ONE COURSE-� SHOWER HEAD 82" A.F.F.: ALL MASTER DOWN PRODUCT I ALL SECONDARY BATHROOMS SHOWER - CURTAIN ROD AT 82" A. F. F. TILE SIZE VARIES REFER TO DET. INT-55B/A6 0 0 SOAP DISH I CENTERED — F G] BATH TUB Dv-"'M=J u OLE & ACCESSORIES LAYOUT LOCATION HEIGHT ROWS OF TILE ABOVE BASE Tile Size: 6" 8" 12" 16" M: tiO ,� .`g M1110 • `. :��i; �.�+�`.�\ate. 4 `�� arst"ctc cart,. „ , ., .. .... ..'' :. „ ,',��,... ' ��' R.:C\�1<. .. ,. *'e. <':.•<' *� ,,., Top of i i ie (82"Shower Head) 72" 12 9 6 5 Top of Tile (88" Shower Head) 78" 13 9.75 6.5 4.875 (2) High Corner S Wves 601, 10 7 5 4 Soap Dish 42" 7 5 4 3 1 Law Corne r S hell 1811 3 2 2 1 . \.` :, \ MINE E ;:r 0� � .. . Top of Tile (82" Shower Head) 601, 10 7 5 4 Top of Tile (88" Shower Head) 66" 11 8.25 6.5 4.125 Soap Dish 12 3/4" 2 2 1 1 INT 556 BATH TT LE & ACCESSORIES LAYOUT � A6 ONE ROW OF TILE BACKSPLASH VANITY CABINET 2X4 FRAMING @ 16" O.C. (BY OTHERS) CERAMIC TILE ON 1" WOOD FILLER: 1/4" TILE BACKER W/ TOEKICK; 0/ 3/4" SHTG. CERAMIC TILE ON SIDE OF PLATFORM BUTTS TO FILLER OP II II OUTSIDE EDGE OF L TOEKICK PLATFORM SHEATHING RFYnN n 2 PLATFORMTOC'D18KNET LEW�'JitON A6 SCALE: 1" = V-0" WOOD INSIDE TRIM EDGE OF 11° VANITY 2 RECESSED °` MIRROR: cn MEDICINE - - 5" LESS THAy 0 0 - -� CABINET WIDTH OF VANITY I /r I I ou_j w > INT-68 = o m¢ A6 I ` U a L-- --� ,i a OUTSIDE u_ O EDGE OF a BACKSPLASH Ln O o MASTER i- BATH VANITY REFER TO YORKTOWNE LAYOUT RECESSED MIRROR AT MEDICINE CABINET MASTER BATH NU I E: L1111 I ED I O IvIAS I ER FDR AGE -QUALIFIED & ATTACHED PRODUCT LINES & ALL HALL BATHS. E93 A [i A CC ESSORDUES 8-h LOC A -_ONO SCALE: 1/2" = 1'-0" MIRROR: WIDTH OF VANITY 4" BACKSPLASH HALL BATH VANITY REFER TO YORKTOWNE LAYOUT TUB PLATFORM PER PLAN COMPARE MFG. DIM. OF TUB & PUMP LOCATION PLATFORM TUB DETAIL A6 SCALE: 1" = V-0" 2X STUD WALL PER PLAN FIREBLOCKING @ EACH STUD SPACE 2X4 LEDGER 2X4 f RTPPI ES 1" MIN. OF 'LIGHT CRETE' OR MORTAR UNDER TUB. 22"x32" OVAL MIRROR TOWEL BAR ALTERNATE PER FINISH LOCATION OF U. (01 U. PLAN TOILET PAPER HOLDER IF NECESSARY 3'-0" MAX. 8�� -� O z z c PEDESTAL TOILET PAPER SINK HOLDER F —ED I I MIRROR AT TOWEL TOILET PAPER PEDESTAL SINK BAR HOLDER CJ 1 00 f+ � NO i 9� G Uw�w�� ''iSTj�F<c0� Q eQQ,QQ< Q�aQQQQQQ a N Q W> E c W 1=W'v' r0u) ul) U-) O U m n c� un .0 w N Lo O > > - E m�nm;=��^ LL ct Nt I- � M Ln Q < Q o cv L ) N ..3... f a //q , V O € ry o rn r� # (D < o o o z Oi z o Lu uj I� O re o O O c i r- - o z L U. Oo 0 O nn ` n < < 4t k Lu <pp_ v LSE.€ m li � € 1.€..€ 1� J = ® z SERIAL NUMBER O r) 0 LU ¢ LU m �cr-'® LU 0 u.) 3z LL- iil � v 00® LU ¢>o LUo< J ¢ O 6a LU U) ®0w w�� ¢ ¢ moo LU�� 0 r� ®o0 ��w '—' 0 ce � U w 0 0 0 rem¢ zz �2C'� 0 LU ¢U)> U LU J �¢ oL cri �z V) W ¢ v) LU o goo 0ov �oa- J V � 0 U O O o "' uj 1 00� wDom� 0�� LU r � J g J¢� L� ®�®o LU�,�,� z 00 21 LU 0 <¢�w� a71 ww >v ® J¢ ¢¢�" U)0 CD (DU z ® ;7 'a LULU �o (n < 0 -r L,LuLU�- V)� LU o U z oLnoU) U) 0 LU 0 0 U p L ¢ v ¢ r�,o ®o� 0 LU H u- H v �LUa® LU LU LU w � c��UJ 2-_ LO 1-5 �-- �Q� ¢�caU zog� 00 u'LUow 0 Z W ctj 0 ¢ U 0uj J ®� J <¢LUo �CP �o ❑L D0�`�L/G-j �❑T 0N Scale: 1 /2" = V-0" v vsr�. �.v Lvrnv l 1 11 .� BULD ❑CCU S EC� T 0N Scale: 1 /4" = V-0" RIDGE BOARD PER PLAN ROOF RAFTERS @ 24" O.C. W/ COLLAR TIES 2x6 OVERFRAMING @ 24" O.C. W/2x4 CEILING JOISTS @ 24" O.C. ?-2x6 BEAM )ROPPED ADDER PANEL RIDGE BOARD PER PLAN ROOF RAFTERS @ 24" O.C. COLLAR TIES @ 24" O.C. DROPPED PSL BEAM BEYOND BATT INSULATION LADDER PANEL BRICK VENEER W/COUNTRY MANOR BERKSHIRE ROOF OVERFRAMING @ 24" U.C. ROOF RAFTERS @ 24" O.C. DROPPED LADDER PANEL WINDOW OPENING I I I WALK OUT BOXED I TRIPLE Lu WINDOW I DETAIL, SEE I o A5 SHEETS 1 I TOP OF PLATE W.I.C. IrII II II II Co v �nii i . uVr-��L u u = INSULATION �W V SECOND FLOOR 11"-0"�1 SUBFLOOR TOP OF PLATE ri .5/4 1 au -)ut5rLUUK PER PLAN VENEER VARIES THREE CAR PER ELEVATION GARAGE FIRST FLOOR 211 _711 d � SUBFLOOR 'I ............................ TYP. CONC. ........................................................... . .......... GARAGE ..S...LA..B ]]EL. -4' TYP. CEILING INSULATION ENGINEERED ATTIC TRUSSES nA"nr 12 a 12 TOP OF PLATE `- STEEL BEAM BEYOND J C� nn EL. -7" TOP OF STEMWALL F'� EL. +8 3/4" C 93 U��ID 0�� u �O�� A7 Scale: 1/41' = 1'-011 BERKSHIRE �T ENGINEERED ROOF TRUSSES @ 24" O.C. `1J II NOT FOR STORAGE GATT INSULATION iZ 7 ALUMINUM GUTTER ON 2X a FASCIA SECOND FLOOR TOP OF PLATE a DROPPED VENTED VINYL PSL BEAM -- SOFFIT (TYP.) PER PLAN ❑ �� ❑ ❑ ❑ ❑ MASTER BATH MASTER BEDROOM 8" DiA. COLUMN T & G SUBFLOOR ON FLOOR FRAMING AS PER FRAMING PLAN SECOND FLOOR LEVEL FIRST FLOOR TOP OF PLATE B A7 DROPPED BEAM PER PLAN LIVING ROOM STEEL BEAM AS PER PLAN PIPE COLUMN AS PER PLAN BATT INSULATION CL. STUDY FAMILY ROOM T & G SUBFLOOR ON FLOOR FRAMING AS PER FRAMING PLAN UDLD N(0-1 S E-� Dk0JN Scale: 1 /4" = V-0" BASEMENT BATT INSULATION CONCRETE SLAB PER PLAN FIRST FLOOR LEVEL BASEMENT TOP OF PLATE BASEMENT FLOOR BERKSHIRE C2 � _J J �N �EFruiiiiii�ii O Q Q fy < Q Q Q Q Q Q Q Q — Q�� - QQ U) 0 -0 U-) z o, u ro E �_ '_ U--. r1 L L— E n ct o �Lo CV Lu gLo � N p Z ¢ 0 o �o i I j � M r\i 0 o o Lo N o 0 Lu Lu Lu ¢ ! ct W i LU ¢ ; oC b 0Lu 01 Cn (!) r � Co ¢ Co=; 00 m o 0 =a I- L) ui €1- uj �"� J uj m SERIAL N� MBE 1015.2 l 0 0Lu< W CO =�0 �j W o=� 0~0 0C)O "� oho oWz awo 0 >Q¢ 0 O W uj 0 W w � �� -J w Q LLj 0 O w z � =0C° L00 = a In W O re, U W m 0 O z W Q QUA z z w oC J 72, Lu Q � Lu O o U mud ��z ono 0 0 "' vi �.. 0 0 z w Co w W ,LLJ L^ 0 V / Lu W V Lu ~ J = J Q �- Q = m I) Lu Cu cc>o0 z�uU) Wz �oo0 <uj U� (D W a Z �wjo z = o J_I Q LO¢Qcn U)0 m (D W W ii¢o= � Lu W �uP 0 uo o cn o Lu _U z0 O cr- z w j U�- zL90 � z ��0 oo�o a u- zLUzz Way III w m CD = uj o <�mu zoo o WLuO� z W vj 0 0 F- U j C) o z m ¢Qujo FLASHING - TERRA BRONZE ROOF 12:12 2x BLOCKING- BATT INSULATIONN 00 0 TI 1x6 FASCIA 1 Ile UNVENTED SOFFIT 3 1/4" ATTACHED TO ROOF 1x4 5/4x10 6" Ix BLOCKING OVERHANG W.I.J. PER PLAN 00 1'-1011 1 I 2 2x6 HDR ODO E" 00N O Scale: 3/4" = V-0" WINDOW OPENING 2x4 LEDGER BOARD DE AL �Ico C3 M PER PLAN =�; �0% 63. 4 BERKSHIRE Scale: 3/4" = 1'-0" BERKSHIRE 6'-11 1/2" TO WALL 18'-10 1/4" TO GARAGE STEEL BEAM STAIR RISERS BEYOND__� _ F _ FLAT 2x4 DOS J L. Scale: 1 /2" = V-0" B D AL 47A Scale: 1 /2" = V-0" 2x4 WALL W.I.J. W/RIM BOARD SILL PLATE SITS 1 1/2" OVER CONC. WALL FOUNDATION CONC. WALL GARAGE CONC. SLAB BERKSHIRE 2x12 LEDGER BOARD x12 RAFTERS a 24" O.C. BAT I INSULATION VENTED VINYL SOFFIT BERKSHIRE A7A FACE OF FASCIA TO FACE OF FASCIA TERRA BRONZE PREFAB PENT ROOF lx6 FASCIA lx4 5/4x10 1x MATERIAL 3/4 " MDO SIDES in T.O. PLA J -1 -- III I I AUXILIARY CA ING (CONTINUOUS SILL) I 9i , 911 z 2 gill z ol 1f_71511 i �_�3±�� 1�_�1511 911, 16 1 16 16 2 I I Mo I � I I in 81 _ 011 ROUGH (FRAMED) 8'-13" 4 -4ico lx MATERIAL FIRST FL. SUBFLOOR T.O. SILL PLATE 1/4" MDO 3/4" PLYWOOD BOTTOM WALK—O U BOXED T-- L L D VIVN D OVV Scale: 1 /2" = V-0" ROOF OVERFRAMING ENGINEERED ROOF TRUSSES @ 24" O.C. STL. COLUMN --,,,I BEYON I I II II II I 'I I I 1 I FND-8 BERKSHIRE BATT INSULATION FIREBLOCKING R.O. �� ' I LLO'0` N � NM N ` VIVI LL DOUBLE T1 FIREBI %n FOYER n1ALLO(D'N F"�°M Nr"�NA L L Scale: 1/4" = V-0" BERKSHIRE A7A Scale: 1/4" = 1'-0" ENGINEERED ROOF ROOF TRUSSES @ 24" O.C. SHINGLES BATT INSULATION 12 ALUMINUM GUTTER ON 2X FASCIA T & G ❑❑ BATH#4 LIN, SUBFLOOR ON FLOOR FRAMING AS PER FRAMING PLAN 7 TYP. / RAILING li STEEL BEAM BATT INSULATION im — — - - --- II JI BATT W.I.C. INSULATION ❑❑ El BATH BATH #3 I B 13 A7A A-4SD I II PSL POST I BEYOND I I THREE CAR 2x8 STAIR LANDING 1 0 0 0 KITCHEN 1 GARAGE @ 16" O.C. t i _ _ _ 1 I I --- T& G SUBIFLOOR ON I 1 L — — — FLOOR FRAMING I CONC. GARAGE I I- — — — AS PER FRAMING PLAN SLAB AS PER PLAN FLUSH PSL c �— BEAM BEYOND — A7A — — —_ I I BASEMENT DOUBLE PIPE COLUMN ' — — — AS PER PLAN 2x8 STAIR LANDING — — — I L CONC. SLAB —N\ @ 16 O.C. — — — I�--- PER PLAN U � 1� D 0 N1 D �� O O KI Scale: 1/4" = 1'-0" VENTED VINYL SOFFIT (TYP.) BERKSHIRE SECOND FLOOR TOP OF PLATE LEDGER BOARD PER PLAN 1�2 4 RAFTERS PER PLAN SECOND FLOOR LEVEL FIRST FLOOR TOP OF PLATE VENTED VINYL SOFFIT CEILING JOISTS PER PLAN FLUSH PSL BEAM PER PLAN BERKSHIRE FIRST FLOOR LEVEL BASEMENT TOP OF PLATE BASEMENT FLOOR \\\ov�uuuN iN iluuurir,,�� R % • r • �N: ERED �"'��///11111111111111Ub`" Q H Q < < Q �--� ` < Q < < Q (D > - Q Q o z0, o m Q >, E > r-1 .0 � � a r" N L •L E ~ 14- N - r-1 r1 U; I o 00 M Q Iz N LLj _r N _ V) ! < 0vl s �3 o o ry M i Lo �� r6 N Lo �,. O :: Lo N 0 LL o z z 0 z w Lu z w oc QLuz 0 Lu M Lu Lu SvW. Lu U U U m J '� O N z i V) 0 H II z o U 1 w r .. L777 L Lu i E•�� ® R UJ Co LUX SERIAL NUMBED, 1015.2 - u 11 O w Q W Co O =W U-= f o F- ? w v 00a oho oWz ¢ w O j O Q C1) OO w L40 Ln a0. � w � ce a U y. J ¢ w ¢ uj O U_ w W z J = O m w 0 a. = C) U) OLLJ 0� U w W m OU 00 re ¢ w z zp w ¢ cn > Z ¢ u z W ¢ U) w O rY _ O m Ln O U O F- u U O z ui o�z w m z 0 0- W w Q n w = O cJi I=-mJ2 J ¢ Q ch = w m cn CIO p z O p Z cn LLJ O O 0Lu O F_ U Waz w w O U � J ¢ ►(l)-) ¢ ¢ (n �(fjln0 m�L'r)z 0 z w W w F-o�� u co= wwwF- �VF--� LL O Ln O z O w U) O LLIF- Oz W F- ¢ z 0 Q ozU)¢ W > vV V W Z¢ ��o O O Lu QLu zWzz w a '-' W W On Co �7 = W F- z F- _ O ¢�mU cn z J iL Z O O O ram-+ F- w w O Q� 0 z w Ul C) 0 - ¢ U U) W u_ Z U-) Co JO�-I Qz¢oLo BASEMENT ELECTRICAL PLAN Scale: 1 /4" = 1'-0" )/CO -TO CWTT(„ 1ST FLOOf SMOKE DETECTORS MUST BE POWERED BY 110V BATERY BACKUP BERKSHIRE CIRCUIT BREAKER PANEL ELECTRICAL LEGEND $ SWITCH LSD SIvIUKt Ut I tl, I UK $ 3 3-WAY SWITCH ®SD/CO SMOKE / CARBON MONOXIDE DETECTOR DUPLEX RECEPTACLE DOOR BELL CHIMES GARAGE DOOR OPENER DOOR BELL ® RECESSED < TELEPHONE OUTLET _ INCANDESCENT LIGH I TELEVISION CABLE OUTLET Eg RECESSED EYEBALL FIXTURE EXTERIOR FLOOD LIGHT CF CEILING FAN J. BOX W/ 2'x4' FLUORESCENT LIGHT O 4 CONDUCTOR WIRE 0 CEILING HUNG FIXTURE I-O WALL SCONCE (EX. LIGHT FIX.) z SURFACE MOUNTED WALL MOUNTED FIXTURE CEILING FIX. -�— } CEILING MOUNTED ® EXHAUST FAN (BY HVAC P.S. FIXTURE W/ PULL STRING SUBCONTRACTOR) `❑ DISCONNECT FOR AIR O REINFORCED JUNCTION CONDITIONING CONDENSER BOX FOR STD. ELEC. FIX. K_� fl 1 rT1n1\iCrrr01\1 Tn ADDTANirr- 1 V 1 l..V ww Ll. 1Vw I V r%Ff"L1Y1M L JD JUNCTION BOX OR EQUIPMENT AS PER MANUFACTURER'S REQS. W + U) FAN W/ 4 CONDUCTOR WIRE Lu VI.J. HOLE CUTTING CRITERIA FOR INTERNATIONAL BEAMS I -JOISTS C C V C l T u C C C @ MID SPAN ONLY 1 1/2" DIA. HOLE MAY BE LOCATED ANYWHERE IN WEB. 2" END BEARING O O ❑ CONDITION '-7" MIN D 2D 2L L _ INSIDE FACE SEE CHART BELOW MIN. MIN. MAX. HOLE DIA. OF SUPPORT SQUARE HOLE SIZE IS CLEAR DISTANCE BETWEEN .75 OF ALLOWABLE ROUND FLANGES MINUS 1/4" HOLE DIAMETER (@ MID -SPAN ONLY) ALL MEASUREMENTS ARE FROM CENTER OF HOLE TO INSIDE FACE OF SUPPORT NOTES 1) HOLE LOCATIONS ARE BASED ON SIMPLE SPAN DESIGNS WITH UNIFORM LOADING OF UP TO 40 PSF LIVE LOAD & 15 PSF DEAD LOAD, AND UP TO 24" O.C. SPACING NOTE; FOR OTHER ACCEPTABLE ALTERNATE JOISTS PER GN SHEETS, USE MANUFACTURER'S HOLE CUTTING CRITERIA. 2) HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. DIMENSIONS EQUAL T0.75 OF THE EQUIVALENT ROUND HOLE MAY BE USED AT THE SAME LOCATIONS AT THE LOCATIONS SHOWN IN EXAMPLE : A 10" DIA. HOLE IS EQUIVALENT TO A 0.75 X 10 = 7 1/2" SQUARE HOLE WHICH MAY BE LOCATED AS SHOWN ABOVE FORA 10" DIA. HOLE 3) MULTIPLE HOLES MUST BE SPACED TO ALLOW WEB BOARD EQUAL TO AT LEAST TWO TIMES THE DIAMETER OF THE LARGEST HOLE BETWEEN THEM. CHART FOR SIMPLE SPANS WITHOUT SPECIAL LOADING CONDITIONS DEPTH (IN.) CIRCULAR HOLE DIAMETER (IN.) 2" 3" 4" 5" 6" 7" $" 9" 101, 9.5" (IB400) 0'-7" 1'-9" 2'-11" 4'-3" 5'-7" 14" (I6600) 0'-7" 0'4" 1'-9" 3'-1" 4'-5" 5'40" 7'-7" 16" (IB600) 0'-7" 0'-8" 1'-4" 2'-8" 4'-1" 5'-6" 7'-0" 8'-6" 18" (IB800) 0'-7" 1'-8" 2'-3" 3'-3" 4'-2" 5'-3" 6-5" 7'-8" 8'-11" oo L u Co 0 off Lo 0- , (in Lu Lu Lu Ln 00 uj UJ D Lo VI.J. HOLE CUTTING CRITERIA FOR INTERNATIONAL BEAMS I -JOISTS C C V C l T u C C C @ MID SPAN ONLY 1 1/2" DIA. HOLE MAY BE LOCATED ANYWHERE IN WEB. 2" END BEARING O O ❑ CONDITION '-7" MIN D 2D 2L L _ INSIDE FACE SEE CHART BELOW MIN. MIN. MAX. HOLE DIA. OF SUPPORT SQUARE HOLE SIZE IS CLEAR DISTANCE BETWEEN .75 OF ALLOWABLE ROUND FLANGES MINUS 1/4" HOLE DIAMETER (@ MID -SPAN ONLY) ALL MEASUREMENTS ARE FROM CENTER OF HOLE TO INSIDE FACE OF SUPPORT NOTES 1) HOLE LOCATIONS ARE BASED ON SIMPLE SPAN DESIGNS WITH UNIFORM LOADING OF UP TO 40 PSF LIVE LOAD & 15 PSF DEAD LOAD, AND UP TO 24" O.C. SPACING NOTE; FOR OTHER ACCEPTABLE ALTERNATE JOISTS PER GN SHEETS, USE MANUFACTURER'S HOLE CUTTING CRITERIA. 2) HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. DIMENSIONS EQUAL T0.75 OF THE EQUIVALENT ROUND HOLE MAY BE USED AT THE SAME LOCATIONS AT THE LOCATIONS SHOWN IN EXAMPLE : A 10" DIA. HOLE IS EQUIVALENT TO A 0.75 X 10 = 7 1/2" SQUARE HOLE WHICH MAY BE LOCATED AS SHOWN ABOVE FORA 10" DIA. HOLE 3) MULTIPLE HOLES MUST BE SPACED TO ALLOW WEB BOARD EQUAL TO AT LEAST TWO TIMES THE DIAMETER OF THE LARGEST HOLE BETWEEN THEM. CHART FOR SIMPLE SPANS WITHOUT SPECIAL LOADING CONDITIONS DEPTH (IN.) CIRCULAR HOLE DIAMETER (IN.) 2" 3" 4" 5" 6" 7" $" 9" 101, 9.5" (IB400) 0'-7" 1'-9" 2'-11" 4'-3" 5'-7" 14" (I6600) 0'-7" 0'4" 1'-9" 3'-1" 4'-5" 5'40" 7'-7" 16" (IB600) 0'-7" 0'-8" 1'-4" 2'-8" 4'-1" 5'-6" 7'-0" 8'-6" 18" (IB800) 0'-7" 1'-8" 2'-3" 3'-3" 4'-2" 5'-3" 6-5" 7'-8" 8'-11" oo L u Co 0 off Lo 0- , (in Lu Lu Lu Ln 00 uj UJ D Lo @ MID SPAN ONLY 1 1/2" DIA. HOLE MAY BE LOCATED ANYWHERE IN WEB. 2" END BEARING O O ❑ CONDITION '-7" MIN D 2D 2L L _ INSIDE FACE SEE CHART BELOW MIN. MIN. MAX. HOLE DIA. OF SUPPORT SQUARE HOLE SIZE IS CLEAR DISTANCE BETWEEN .75 OF ALLOWABLE ROUND FLANGES MINUS 1/4" HOLE DIAMETER (@ MID -SPAN ONLY) ALL MEASUREMENTS ARE FROM CENTER OF HOLE TO INSIDE FACE OF SUPPORT NOTES 1) HOLE LOCATIONS ARE BASED ON SIMPLE SPAN DESIGNS WITH UNIFORM LOADING OF UP TO 40 PSF LIVE LOAD & 15 PSF DEAD LOAD, AND UP TO 24" O.C. SPACING NOTE; FOR OTHER ACCEPTABLE ALTERNATE JOISTS PER GN SHEETS, USE MANUFACTURER'S HOLE CUTTING CRITERIA. 2) HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. DIMENSIONS EQUAL T0.75 OF THE EQUIVALENT ROUND HOLE MAY BE USED AT THE SAME LOCATIONS AT THE LOCATIONS SHOWN IN EXAMPLE : A 10" DIA. HOLE IS EQUIVALENT TO A 0.75 X 10 = 7 1/2" SQUARE HOLE WHICH MAY BE LOCATED AS SHOWN ABOVE FORA 10" DIA. HOLE 3) MULTIPLE HOLES MUST BE SPACED TO ALLOW WEB BOARD EQUAL TO AT LEAST TWO TIMES THE DIAMETER OF THE LARGEST HOLE BETWEEN THEM. CHART FOR SIMPLE SPANS WITHOUT SPECIAL LOADING CONDITIONS DEPTH (IN.) CIRCULAR HOLE DIAMETER (IN.) 2" 3" 4" 5" 6" 7" $" 9" 101, 9.5" (IB400) 0'-7" 1'-9" 2'-11" 4'-3" 5'-7" 14" (I6600) 0'-7" 0'4" 1'-9" 3'-1" 4'-5" 5'40" 7'-7" 16" (IB600) 0'-7" 0'-8" 1'-4" 2'-8" 4'-1" 5'-6" 7'-0" 8'-6" 18" (IB800) 0'-7" 1'-8" 2'-3" 3'-3" 4'-2" 5'-3" 6-5" 7'-8" 8'-11" oo L u Co 0 off Lo 0- , (in Lu Lu Lu Ln 00 uj UJ D Lo oo L u Co 0 off Lo 0- , (in Lu Lu Lu Ln 00 uj UJ D Lo ..��\\11111111I l I I I I I I I!lllq//�i.. p�• RUGG �G O 1 G;STEIREO`PQ\��,� Q Q Q Q Q Q Q Q Q� c Q Q � > c c . 11 u 0 O w Q Lu m L O W O = F_ 0t—z w O w O LU 0 0 0 w O Q w U j Q Q O = z w O w (j Lu 0 W w a U z Q w Q w o- o O LL wu- z uj mom LLI O a 00 Ow °C W U w m OU 00 w < LL- 0 w zWd J >- v) Lu Q O o m L �_z OU O 0Wz� O O z o (n =0(� w m m J = Z ¢ fl) Q = m cn uj 0 z O 0 Lu w 2 z O O 0 z0 Q 1_ W ~ U w a z � j0 �z=o O�Ja U¢aLf) �v;v=)O m u z z w W W ~ (7) < 0 2 0 W r- U) W U F- O O z 0 z 0 UF~- O O C) < uj z uj> v• V zLLJ z LL- Cl— 0 0 0 Lu Q L z w z 0 w Lu w w m Z1=- W (1 �1=0Z Q m U (� Z J LL z 0 1 .00 Lu w O W 0 z w Vj 0 0 Q U ) 0 ? aaaF- LLI W U o z ¢ z w N N U 0 0 Z LLO 0 U WASHER / V3 I LAUNDRY0o®/I GFI —�—_ � \ GFI _ GFI , --_ .............. I.......... ........ ........................................ ........... -... ..._... _............._...._L..... _........... _ \ GOURMET I FIRST FLOOR ELECTRICAL PLAN Scale: 1 /4" = V-0" i i FAMILY ROOM I 11 .................................,................................................... ............. ...... ............... STUDY %4,/ 1' TO FOYER 11 EXHAUST FAN, \ I LIGHT ON VENT TO EXTERIC DINING ROOM �\ UPPER LEVEL: 1 / dh \ SMOKE DETECTORS MUST BE POWERED BY 110V BATERY BACKUP EN WING ROOM z U O Q \\\ � O Lu ............. f .. ......... *** ............ I ......................... I ........... BERKSHIRE E ELECTRICAL LEGEND I SWITCH ®SD SMOKE DETECTOR 3 3-WAY SWITCH ®SD/CO SMOKE / CARBON MONOXIDE DETECTOR DUPLEX RECEPTACLE DOOR BELL CHIMES GARAGE DOOR OPENER DOOR BELL ® RECESSED < TELEPHONE OUTLET INCANDESCENT LIGHT TELEVISION CABLE OUTLET Eg RECESSED EYEBALL FIXTURE EXTERIOR FLOOD LIGHT � r^^ ^^ �� CEILDNIG FAN J. BOX w/ � 2'X4' FLUORESCENT LIGHT 4 CONDUCTOR WIRE Q CEILING HUNG FIXTURE F-O WALL SCONCE (EX. LIGHT FIX.) z SURFACE MOUNTED WALL MOUNTED FIXTURE CEILING FIX. PCEILING MOUNTED ® EXHAUST FAN (BY HVAC -S' FIXTURE W/ PULL STRING SUBCONTRACTOR) O REINFORCED JUNCTION `❑ DISCONNECT FOR AIR CONDITIONING CONDENSER BOX FOR STD, ELEC. FIX. U CONNECTION TO APPLIANCE JO JUNCTION BOX OR EQUIPMENT AS PER U) MANUFACTURER'S REQS. W FAN W/ 4 CONDUCTOR WIRE w @ MID SPAN ONLY 1 1/2" DIA. HOLE MAY BE LOCATED ANYWHERE IN WEB. END BEARING 2" o 0 O ❑ x CONDITION 7" MIN D 2D 2L L M111N. MIN. MAX. HOLE DIA. _ INSIDE FACE EE CHART BELOW SQUARE HOLE SIZE IS CLEAR DISTANCE BETWEEN OF SUPPORT .75 OF ALLOWABLE ROUND FLANGES MINUS 1/4" HOLE DIAMETER (@ MID -SPAN ONLY) ALL MEASUREMENTS ARE FROM CENTER OF HOLE TO INSIDE FACE OF SUPPORT NOTES 1) HOLE LOCATIONS ARE BASED ON SIMPLE SPAN DESIGNS WITH UNIFORM LOADING OF UP TO 40 PSF LIVE LOAD & 15 PSF DEAD LOAD, AND UP TO 24" O.C. SPACING NOTE: FOR OTHER ACCEPTABLE ALTERNATE JOISTS PER GN SHEETS, USE MANUFACTURER'S HOLE CUTTING CRITERIA, 2) HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. DIMENSIONS EQUAL TO.75 OF THE EQUIVALENT ROUND HOLE MAY BE USED AT THE SAME LOCATIONS AT THE LOCATIONS SHOWN IN EXAMPLE : A 10" DIA. HOLE IS EQUIVALENT TO A 0.75 X 10 = 7 1/2" SQUARE HOLE WHICH MAY BE LOCATED AS SHDWN ARnVF FQR A 1 n' DTA, H(N P 3) MULTIPLE HOLES MUST BE SPACED TO ALLOW WEB BOARD EQUAL TO AT LEAST TWO TIMES THE DIAMETER OF THE LARGEST HOLE BETWEEN THEM. CHART FOR SIMPLE SPANS WITHOUT SPECIAL LOADING CONDITIONS CIRCULAR HOLE DIAMETER (IN.) DEPTH (IN.) 2" 3" 4" 5" 6" 7" 8" 9" 10" 9.5" (I13400) 0'-7" 1'-9" 2'-11" 4'-3" 5'-7" 14" (I13600) 0'-7" 0'-8" 1'-9" T-l" 4'-5" T-10" T-7" 16" (I13600) 0'-7" 0'-8" 1'-4" 2'-8" 4'-l" 5'-6" T-0" 8'-6" IF (IB800) 0'-7" 1 1'-8" 1 2'-3" 3'-3" 4'-2" 5'-3" 6'-5" 7'-8" 8'-11" ICI s° Is N 9 Q ¢ Q Q Q Q Q Q > Q z C)) 0 (D p m 1 N E c4- '0 u > N .V m N .T CoC c a w d- O 0 M Lo a rn C N < ; _ ,. mp L i 4 M < ® iN u!) N t O L .. N :i sue.: w: ul: Lu DC ;r z L1, w Q Co 00 -r CD Q 00 CIS �M. z d. J U U Lu uj z O W ILL. u'u, Lu uj L'r) LL ...R' ' I� �..� � BE , 1015.2 L U ca Q) L- Q 2 a fn F— O �J 0 w Q � 0 W O = F— OF-Z W = 0 t- o�o W O Q w U 0 LLJ 2-7 J ¢ ¢ O'S LLJ W '-' �� Woc WE~ Q�a0 �¢ ¢ w 0 rY. R;: O w =om ��V) Foa- 2 a } U w ao O0 O z w 2 ¢ rY < w zz� W ¢,> � J za¢ >- w ¢ U) = O O o m u ��z OO O U O 0 z ui 0 O z -, w m z o w 0 u.I�Otwn H Lu m - _ J Q F- = m cn Lu oz00 ED z � VLAJ � z O 0 0 O Lu w ¢ Z d w W O > U �z=0 o�J¢ V¢¢cn v 0 z Z W F- 0 (nQ0= � L.Li W ~ a w U W 0 V) O z O w cn 0 z H ¢Lu z�¢ U0VnQ� ozW¢ z > �b�� z^z`t �0LU ��0 O O w ¢ LL Z IiJ Z Z w uj W W V m W Cn O av_ z O O O W W 0 a' 0 Z w zz= ao0o oz�m J � � J a¢ao BATH ........ ............................. BEDROOM #2 EXHAUST FAN, BEDROOM #3 1 �...... I 0 VENT TO EXTERIOR C Il (91 i SECOND FLOOR ELECTRICAL PLAN Scale: 1 /4" = V-0" SMOKE DETECTORS MUST BE POWERED BY 110V BATERY BACKUP 0 19 MASTER BEDROOM TO............. OPTIONAL WHIRLPOOL MASTER BATHROOM BERKSHIRE ELECTRICAL LEGEND $ SWITCH $ 3 3-WAY SWITCH =@) DUPLEX RECEPTACLE ®SD SMOKE DETECTOR ®SD/CO SMOKE / CARBON MONOXIDE DETECTOR CQ DOOR BELL CHIMES GARAGE DOOR OPENER DOOR BELL ® RECESSED INCANDESCENT LIGHT Eg RECESSED EYEBALL FIXTURE CF CEILING FAN J. BOX W/ 4 CONDUCTOR WIRE CEILING HUNG FIXTURE SURFACE MOUNTED ¢� CEILING FIX. CEILING MOUNTED P.S. FIXTURE W/ PULL STRING REINFORCED JUNCTION BOX FOR STD. ELEC. FIX. O JO JUNCTION BOX TELEPHONE OUTLET TELEVISION CABLE OUTLET EXTERIOR FLOOD LIGHT ce O 2'x4' FLUORESCENT LIGHT V) 0 WALL SCONCE (EX. LIGHT FIX.) WALL MOUNTED FIXTURE H EXHAUST FAN (BY HVAC SUBCONTRACTOR) M O DISCONNECT FOR AIR CONDITIONING CONDENSER CONNECTION TO APPLIANCE Q OR EQUIPMENT AS PER U) MANUFACTURER'S REQS. w FAN W/ 4 CONDUCTOR WIRE LLJ I I I I Ililll//j/1��i''/ Go N N ``\\\1111111I ••�� yu - •Q a.�,� }� Ei iP �lC� 'SV� • 10��•��` Q Q Q Q � Q Q ` Q / i Z Q Q% 0) O 0) on u IV C7 m N E C a--' N .0 14- n 0 L (O L L 4- r 1 n. o Q < a rn I!) I kD _ < 0 ° 0 n0 � Lo (o N (D N O N u_ : O z I, _: Z O Zi 0� ' w:' w w w w; Lu w w L1J Z z L1J < z ~ ~' � m Q O CL z O W > cc Q € W w �.._ O J€ €. C� _ 00 U p N ¢: 00 in u) O c� m F- o ,i w Co w z a. J U W W O 0>O x J EEL z Lu wI SERIAL.. NUMBE!' 1015.2 ..��\\\1111V1111 it (UFfIUr�.. E u 0 w Q LLI en ry O 3�: Lu Ot- Lu ® ®LU O LLJ L U ® O LLI 7' ii cn LuOLLu h- a s LL1 ::D -' 0� Q < Q Lu ® O LL Lu 7' � h 0 Lu 0 6- U) 1_4O ® ry > U III rn Ory LU Q � u � LLJ O > g (ri U) cn uj 0 ci� I_ 0 cyuj 0 U ®� O O � 7 O u.j � I®^ V d Lu L1J ® U) < Or, 7- V) Ou Or, m ®z 0 O a u U) �t� O O 0 Lu Ctf U)Lu U U uj LLJ Lu O (7 > U 7 J ,.Q < Q V) 7E �U� o��Lu Lu EE< wwuj H U) Lu Lu0 cl�UF-- 0 V) ® LL U) 0 Lu I- ® i- < O ® 2-1 Lu U � n �0UA0 0 Lu w � O 4u LLJ r 0 = w {- N- = U) O ry - 3� U U) - ; u- L O L0 LU Lai 0 re ® uj Q 0 0 ®_ uj in Q a- O DIVISION 22 PLUMBING 22 41 00.01 PLUMBER SHALL VERIF Y THAT ALL PIPE SIZES AND ARRANGEMENTS G MENTS SHOWN HERE CONFORM TO ALL APPLIC ABLE STATE AND LO CAL CODES AND SHALL BE RESPONSIBLE FOR INSTALLATION OF ALL PLUMBING ACCORDING TO CODE AND ACCORDING TO EQUIPMENT MANUFACTURERS REQUIREMENTS. 22 41 00.02 PROVIDE HAND SHUTOFF VALVES @ EACH FIXTURE LOCATION. 22 41 00,03 PITCH SANITARY LINES MIN. 1/4" PER FOOT ON PIPE SIZES OF 4" DIAMETER OR LESS, PIPES ABOVE 4" DIAMETER PITCH 1/8" PER FOOT, 22 41 00.04 COPPER SHALL BE TYPE "L" UNLESS IT IS IN AN UNDERSLAB INACCESSIBLE LOCATION THEN SHALL BE COPPER PIPING TYPE ' M' 22 41 00.05 ROUGH IN ALL TOILET SUPPLY LINES THROUGH WALL 10 1/4" ABOVE SUBFLOOR, 22 41 00.06 DRAWING IS FOR GENERAL INFORMATION AND LAYOUT ONLY, 22 41 00.07 ALL HOSE BIBS SHALL BE ANTI -SIPHON TYPE. 22 4100.08 ALL SOIL LINE CONNECTIONS TO BE WYE OR EQUIVALENT. 22 ZZ 41 VU.U9 !NSULAIE PIPING IN AREAS SUBJECT TO FREEZING INCLUDING ATTICS AND CRAWL SPACES, 22 41 00.10 LAUNDRY TUB SHALL BE 20" WIDE. 03 22 41 00.11 PROVIDE OVERFLOW PAN AT ALL WASHING MACHINES ABOVE BASEMENT LEVEL. min COLD SUPPLY LINE ® ®CW _ ® 'Ij TRAP HOT SUPPLY LINE - - - - - HW - - - - SHUT-OFF VALVE SANITARY LINE - - BFFP BACKFLOW PREVENTER SANITARY VENT - - - - GAS OR WATER METER GAS LINE (IF APPLICABLE) PRESSURE REDUCING VALVE P UM"B` H� N �� 3RFich I LAV LAVATORY GWH GAS WATER HEATER WC WATER CLOSET E T EXPANSION TANK SHW SHOWER BFP BACKFLOW PREVENTER TUB BATHROOM TUB CO CLEANOUT K.SINK KITCHEN SINK M GAS OR WATER METER DW DISHWASHER GD GAS DRYER WSH WASHER FRNC GAS FURNACE L.TUB LAUNDRY TUB GR GAS RANGE HB HOSE BIBB DIVISION 23 MECHANICAL 23 45 00.01 HVAC CONTRACTOR B SHALL E RESPONSIBLE FOR INSTALLING ALL EQUIPMENT IN CONFORMANCE WITH ALL APPLICABLE STATE AND LOCAL CODES AND ACCORDING TO MANUFACTURERS REQUIREMENTS, VERIFY THAT SCHEMATIC DUCT SIZES SHOWN ON PLAN ARE ADEQUATE TO RESULT IN A BALANCED AIR FLOW FOR THE FURNACE PROVIDED AND INSTALLED BY THIS TRADE, 23 45 00.02 FOR MECHANICAL TRUNK DUCTS, REFER TO "TRUNK DUCT THROUGH I JOIST" DETAIL ON SHEET A-40, 23 45 00.03 FURNACE FLUE (IF APPLICABLE) SHALL TERMINATE ABOVE THE ROOF PER MECHANICAL CODE REQUIREMENTS 23 45 00.04 UNLESS NOTED OTHERWISE, FLOOR OR CEILING SUPPLY GRILLES ARE SET 8" FROM WALL TO CENTER OF GRILLE, 23 45 00.05 UNLESS NOTED OTHERWISE, THE BOTTOM EDGE OF WALL SUPPLY GRILLES ARE SET 10" ABOVE SUBFLOOR. IN BAT HROOMS ONLY, THE BOTTOM EDGE OF WALL SUPPLY GRILLES ARE SET 12" ABOVE SUBFLOOR. 23 45 00.06 UNLESS NOTED OTHERWISE, THE TOP EDGE OF WALL RETURN GRILLES ARE TO BE SET 10" BELOW CEILING LINE, WITH LOUVERS FACING UPWARDS, 23 45 00.07 MECHANICAL DRAWINGS ARE FOR GENERAL INFORMATION AND LAYOUT ONLY. 23 45 00.08 INSULATE ALL METAL DUCTWORK IN NON -CONDITIONED SPACES WITH R-8 INSULATION 23 45 00.09 VERTICAL SUPPLY AND RETURN RUNS IN WALLS ADJACENT TO GARAGE SHALL BE SHEET METAL DUCTWORK, 23 45 00.10 INSULATE BEHIND ALL DUCTWORK WHERE ADJACENT TO GARAGE. 23 4500.11 SEE "SECOND FLOOR PLAN" & "ROOF FRAMING PLAN' FOR LOCATION OF ALTERNATE ATTIC HVAC UNIT. FOR MULTI -ZONE MODELS, THE ALTERNATE ATTIC HVAC UNIT IS DESIGNATED AS THE SMALLEST (BTUH) OF UNITS, El MECHANICAL LEGEND- FS CR 0 FLOOR SUPPLY REGISTER CEILING RE T URN WS ICI WALL RETURN WALL SUPPLY REGISTER VERTICAL SUPPLY DUCT HI&LO HIGH AND LOW CS VERTICAL RETURN DUCT CEILING SUPPLY REGISTER AIR FLOW g® L BALANCING DAMPER EXAUST FAN AIR DISTRIBUTION BOX UNDERCUT THERMOSTAT DIVISION 26 ELECTRICAL 26 00 00.01 ELECTRICIAN SHALL VERIFY THAT EQUIPMENT QUANTITIES AND LOCATIONS SHOWN HERE CONFORM TO ALL APPLICABLE STATE AND LOCAL CODES AND SHALL BE RESPONSIBLE FOR INSTALLATION OF ELECTRICAL SYSTEM ACCORDING TO CODE AND TO EQUIPMENT MANUFACTURERS REQUIREMENTS. 2600 00.02 UNLESS NOTED OTHERWISE, SET THE BOTTOM OF WALL BOXES @ THE FOLLOWING HEIGHTS ABOVE SUBFLOOR: 0 DUPLEX RECEPTACLES AND PHONE JACKS: 14" 0 DUPLEX RECEPTACLES OVER COUNTERTOPS AND BEHIND REFRIGERATORS; 48" 0 DUPLEX RECEPTACLE FOR RANGE: loll 0 DUPLEX RECEPTACLE FOR MICROWAVE: 78" 0 DUPLEX RECEPTACLES IN POWDER ROOMS OR OVER VANITIES: 41" 0 SWITCHES AND OTHER WALL MOUNTED CONTROLS: 48" 0 THERMOSTAT: 60" 0 FIXTURES OVER VANITIES: 80" 0 OPTION #475 WALL SCONCES; 72" 26 00 00.03 C.E.E. C-ERCUKI T S SHALL BE INSTALLED IN KITCHENS, BATHROOMS, GARAGE, EXTERIOR LOCATIONS, AND AT WHIRLPOOL, WHERE APPLICABLE. PROVIDE TRIP RESET RECEPTACLES WHERE NOTED. KITCHEN G.F.I. RECEPTACLES SHALL NOT BE WIRED IN SERIES WITH OTHER G.F.I. LOCATIONS, 26 00 00.04 ALL EXTERIOR OUTLETS SHALL BE LVATERPROOF. NEMA 3R FOAM LINERS PROVIDED AND INSTALLED BY SUBCONTRACTOR AT ALL EXTERIOR WALL SWITCHES AND RECEPTACLES. 26 00 00.05 CIRCUIT BREAKERS 0 SERVICE SIZE/ VOLTAGE AND PHASE 0 200AMP UNDERGROUND, 240V SINGLE PHASE. 26 00 00.06 AVAILABLE ARC -FAULT EQUIPMENT/ SHORT CIRCUIT DUTY PANEL RATING 0 AMP INTERRUPT CAPACITY 10,000. 0 CONDUCTOR MATERIAL S.E,U. ALUMINUM 4/0-4/0-20, A 26 00 00.07 ARC -FAULT CIRCUIT INTERRUPTER SHALL BE INSTALLED AT ALL BRANCH CIRCUITS FOR ALL REQUIRED ROOMS PER ALL APPLICABLE CODES TO PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT. ALL BEDROOM CIRCUITS SHALL BE PROVIDED WITH ARC -FAULT INTERRUPTER PROTECTION. 2600 00.08 TWO-STORY FOYER LIGHT I -EX T URE BOTTOM OF FIXTURE SHALL BE T-O" DOWN FROM CEILING. 2600 00.09 DINING ROOM LIGHT EE16I T URE BOTTOM OF FIXTURE SHALL BE 5'-61, ABOVE SUB -FLOOR, 3 26 00 00.10 SMOKE DETECTORS TO BE HARDWIRED AND INTERCONNECTED WITH BATTERY BACKUP. 0 ELEC I�IC=` L LEG N D LSD SMOKE DETECTOR $ SWITCH $3 3-WAY SWITCH (gSD CO SMOKE / CARBON MONOXIDE DETECTOR DUPLEX RECEPTACLE C)E] DOOR BELL CHIMES GARAGE DOOR OPENER DOOR BELL ® RECESSED TELEPHONE OUTLET INCANDESCENT LIGHT TELEVISION CABLE OUTLET Eg RECESSED EYEBALL FIXTURE EXTERIOR FLOOD LIGHT CF CEILING FAN J. BOX W/ 2'x4' FLUORESCENT LIGHT 4 CONDUCTOR WIRE r CEILING HUNG FIXTURE �-o WALL SCONCE (EX. LIGHT FIX.) SURFACE MOUNTED WALL MOUNTED FIXTURE CEILING FIX. CEILING MOUNTED EXHAUST FAN (BY HVAC P.S. SUBCONTRACTOR) FIXTURE W/ PULL STRING `❑ DISCONNECT FOR AIR REINFORCED JUNCTION CONDITIONING CONDENSER BOX FOR STD. ELEC. FIX. O CONNECTION TO APPLIANCE JO JUNCTION BOX OR EQUIPMENT AS PER MANUFACTURER'S REQS, FAN W/ 4 CONDUCTOR WIRE VY"1"Jo H00LCU7 11NG C R 1, T E R II FOR INTERNATIONAL BEAMS I -JOISTS @ MID SPAN ONLY 1 1/2" DIA. HOLE MAY BE LOCATED ANYWHERE IN WEB. END BEARING 2' o p 0 �, � O ❑ _ CONDITION -7" MIN D 2D 2L L MIN. MIN. MAX. HOLE DIA. _ INSIDE FACE 3EE CHART BEL01Vj SQUARE HOLE SIZE IS CLEAR DISTANCE BETWEEN OF SUPPORT .75 OF ALLOWABLE ROUND FLANGES MINUS 1/4" HOLE DIAMETER (@ MID -SPAN ONLY) ALL MEASUREMENTS ARE FROM CENTER OF HOLE TO INSIDE FACE OF SUPPORT NOTES 1) HOLE LOCATIONS ARE BASED ON SIMPLE SPAN DESIGNS WITH UNIFORM LOADING OF UP TO 40 PSF LIVE LOAD & 15 PSF DEAD LOAD, AND UP TO 24" O.C. SPACING NOTE; FOR OTHER ACCEPTABLE ALTERNATE JOISTS PER GN SHEETS, USE MANUFACTURER'S HOLE CUTTING CRITERIA. 2) HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. DIMENSIONS EQUAL TO .75 OF THE EQUIVALENT ROUND HOLE MAY BE USED AT THE SAME LOCATIONS AT THE LOCATIONS SHOWN IN EXAMPLE : A 10" DIA. HOLE IS EQUIVALENT TO A 0.75 X 10 = 7 1/2" SQUARE HOLE WHICH MAY BE LOCATED AS SHOWN ABOVE FOR A 10" DIA. HOLE 3) MULTIPLE HOLES MUST BE SPACED TO ALLOW WEB BOARD EQUAL TO AT LEAST TWO TIMES THE DIAMETER OF THE LARGEST HOLE BETWEEN THEM. CHART FOR SIMPLE SPANS WITHOUT SPECIAL LOADING CONDITIONS CIRCULAR HOLE DIAMETER (IN.) DEPTH (IN.) 2„ 3" 4„ 5" 6" T„ 6„ 0„ 10" 9.5" (I13400) 0'-7" 1'-9" 2'-11" 4'-3" T-7" 14" (I13600) 0'-7" 0'-8" 1'-9" 3'-1" 4'-5" 5'-10" T-7" 16" (I13600) 0'-7" 0'-8" 1'-4" T-8" 4'-1" T-6" T-0" 8'-6" 18" (IB800) 0'-7" V-8" T-3" 1 3'-3" 4'-2" T-3" 6'-5" T-8" T-11" A^' (Aai RUGo' '°o 0 h � 5fi� ❑ C ❑ , To. t' S ERC� Q H < Q Q Q Q Q Q Q Q c L a) Q if o V)a' c!) (0 z -0 O ai o U 0) m 'o .T z E c -a > fa � ^ r _ r, a ry Nt M r < Lo M u < 04 ?-.'.. 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PLATE ON FOAM SILL SEALER PRESSURE TREATED 2x6 PLATE ON FOAM SILL 1/2" DIAMETER HOOKED -END ANCHOR BOLTS FLR.JST 4" GARAGE SLAB SEALER WITH 7 MIN. EMBEDMENT @ 72 O.C. MAX. EL. 0" w/#10 6/6 WELDED EL. EL. +8 3/4" 12 FROM CORNERS 2 PER PLATE MIN. WIRE MESH #4 BENT BARS (2 � I ° EL. 0 TOP, Z BOTTOM) % EL. -101, ° ° - DEL. +8 3/4" P T 2X_ EL. +8 3/4" P.T. 2X_ � 8 12= a -� 11I-IIII: 1/2" DIAMETER / ° ° END JOIST SUPPORTED a ¢ °° Iljll�iljl! HOOKED -END ° ° ° 0 ° o " 4 BRICK LEDGE AT BOTH ENDS ONLY 101 I=III=1 ITI-1T1:, ANCHOR BOLTS 1 ° o EL. -10 EL. -8 ° EL. -10" ° PACK OUT ° III=11 ° ° i-lli I WITH 7" MIN. EMBEDMENT @ 72" - ° s ° ° ° J 4'4'o --��-� oORNERS a°°aSLAB 41 H72' EXPANSION JOINT MATERIAL OR FELT PAPER - � (3) #4 REBARENTIRE BASEMENT PERIMETER @ 6" FROM TOP 2 @ p 2ZPERROM PLATE MIN, FOOTING/2 ° ° a DOWN TO LOCAL6 ° °o FROST DEPTHAPPROX. APPROX. FIN. 6 FIN. OR ALUM. FLASHING THIRD POINTS; REBAR 0- °° " 4 GARAGE SLAB W/#10 6/6 W.W.M. GRADE AT LEDGE I-11- 10" 811 4" GARAGE SLAB ° W/#10 6/6 W.W.M. a GRADE AT LEDGE Uri vvrtly WMI. to vvuuu a TO REST ON WALL a TIES, WHERE_--II POSSIBLE, WHEN I=III=1I I ° ° I=I ° 2" LEDGE FOR FORMING WALLS ° III=III=1 4"X16" PILASTER 5 -0 O.C. SLAB SUPPORT ° ° SEE FND-1 FOR ° ° I=111I III-11 III -III -III -I I I- ° ° ' WALL, SLAB AND °� I=� FILL II IVIRGIN a a a a TOP OF WALL a w X o ,, FOOTING ° -1 II II SOIL I MATERIAL=III=III-III- - (EL. 0") , ¢ a °° DESCRIPTION ° III I I=I I -I 1=1 1=1 11=1 CONC. FTG, — ° ° ° CONC. FTG. Q ° ° a I-11 III-III=III=1 I-1I I-1I I- W/ SHEAR KEY ° W/ SHEAR KEY 10_" CONC. Q� a II I� 1 _ ' WALL � a 1 I1=14'4' MAX. =111 V-4" MIN. — _ — _ _ LI=III _ FND -8A BASEMENT DO NOT INSTALL ' L-III-III=III III-III-III-ITi-III=IIIFt, �_ ° I I -III -III -III-' FND- 8 B I IiI Iil lil= CONCRETE FRONT WALL CONCRETE SIDE &REAR WALLS W/ BRICK FRONT FRONT WALL W/ SIDING OR SILL PLATE AT THIS LOCATION CONC, FTG. 4 ND FOOTING PER FOUNDATION PLAN Z D-2 MANUF. STONE VENEER BASEMENT FOUND, WALL NOTE: SEE FND-1 FOR BASE COURSE AND VAPOR BARRIER INFO. NOTE: DETAIL DOES NOT APPLY FOR SEISMIC ZONE D1 & D2. NOTE: DETAIL DOES NOT APPLY FOR SEISMIC ZONE D1 & D2. NOTE: DETAIL DOES NOT APPLY FOR SEISMIC ZONE D1 & D2. NOTE: DETAIL DOES NOT APPLY FOR SEISMIC ZONE D1 & D2, GARAGE DETAILS FDD8 FRAMING AT SLAB SECTION DETAIL FDD6 GARAGE SLAB TO BASEMENT FD14 SLAB TO BASEMENT DETAIL FND-2 D1 � COLUMN PRESSURE TREATED #4 REBAR HORIZ. CONTINUOUS TOP OF WALL SILL PLATE SECURED 6" FROM TOP OF WALL (TYP) 1' 0" LIVING AREA LIVING AREA TO SLAB BSMT i1 lg 611 6" 1„ ►„ i,1 3 1g lg 3 lg Cr ° w ° ° ° _ — °� z ° _: _ __ ---- WINDOW -- -- - OPENING " T 48" LONG #4 HORIZ. 3 r', TYP' 4" SLAB W/ #10 6/6 W.W.M. & 6 MIL. POLY 4" PERFORATED 4" SLAB W/ #10 6/6 PERIMETER DRAIN, IF W.W.M. & 6 MIL. POLY 4" PERFORATED PERIMETER DRAIN, W8X_ STEEL BM. 1" GAP M X. a — — — —_ — °—� I —I — 1— ° =1 -I I I i I I I I I 1 ° I I I I i - #10 6/6 WELDED WIRE MESH REBAR 18" FROM TOP OF WALL AT BASEMENT 11 WINDOW OPENING I, 4 -0 VAPOR BARRIER REQUIRED, TO BE VAPOR BARRIER IF REQUIRED, LAPPED 6" AT EDGES. AVAILABLE FOR RADON LAPPED 6" AT EDGES. TO BE AVAILABLE O O O O ° ° ° 344 REBAR, ELEVATION AT BASEMENT WINDOW MITIGATION FOR RADON M 1 CONTINUOUS MIN. 1 1/2" EL. +8 3/4" EL. +8 3/4" MIN. 4 #2B STONE MITIGATION _ _ ° COVERAGE OF CONC. ON PRESSURE STUB UP THRU SURROUNDING STUB UP THRU MIN. 4" #2B _ O �� O O O z ° ° ° ALL SIDES TREATED 2x6 SLAB, ADDITIONAL PERIMETER DRAIN SLAB, ADDITIONAL STONE o ° ° 16"x16" SQ. PIER -SEE PLANILI PLATE ON FOAM LENGTH TO RUN UP LENGTH TO RUN UP SURROUNDING 3J4" DIA. A325 "' III -III ° ° III-=1 FOR LOCATIONS SILL SEALER TO ATTIC TO ATTIC PERIMETER DRAIN 12"x6"x 1/2" STEEL PLATE 1 BOLT'S (8 TOTAL) (2) BENT #4 REBAR, 30 4" BRICK LEDGE (1 SIDE ONLY) -III ° 4�— APPROX. FIN. GRADE I I I P.T. 2X_ ON FOAM I I SILL SEALER I I P.T. 2X_ ON FOAM SILL SEALER COL. = SPLICE I p ° I -� =III ° ° 24"x24"x12" CONC. I 8" MIN. BELOW - ° • I `� TOP OF FOUNDATION iO -pi 00 - �G' WALL 1 ADJUSTABLE STEEL I - - 4,4,=:III- ° ° 1" FOAM INSUL. 450 ° I I '—' ° —' 1" FOAM INSUL. COL. PRESSURE 1/2" DIAMETER - APPROX. FIN. TAPER AT TOP OF SLAB 450 TAPER AT TOP OF SLAB FND-3A ° TREATED 2X6 X HOOKED -END ANCHOR X 6" 4" o GRADE \ ° 4" BRICK LEDGE \ j. r.. ° :. EL. -8" k.. 4"° 4' EL. +3 3/4" TYP. HAUNCH FOOTING ° m o ,, PLATE ON FOAM a � BOLTS WITH 7" MIN, a � „10 10 a 10 SILL SEALER ¢ EMBEDMENT @ 72 O.C. 8'" MIN. BELOW PRESSURE TREATED SILL °•I MAX, 12" FROM CORNERS • ° TOP OF FOUNDATION RIGID INSULATION . 61" 4„ ° APPROX. FIN. APPROX, FIN.STEEL BEAM SPLICE D ETA I L ND-23 EL +8 3/4" PLATE SECURED TO SLAB 2 PER PLATE MIN. WALL D-1 GRADE 8" MIN. 24" UNDER SLAB, ° GRADE 8' MIN. T.O. ° LIVING AREA FOAM SILL SEALER ° X X TYP.BELOW ° FOUNDATION ' BELOW T.O. FOUNDATION -�� ° ce G ° ° ~ BITUMINOUS ALT. FND. INS. ° ° 1/2" DIAMETER HOOKED -END ANCHOR _ • _ a HORIZONTAL REBAR AS a DA DAMPR00 ING DOWN WALL 20" MIN. OR PER LOCAL ° 10' 8 BOLTS WITH 7" MIN. EMBEDMENT @—III= 5 5 4 6 4 =III=— ° — j ° N T SHOWN IN EACH WALL: (3) #4 REBAR ENTIRE CODE, TYP. 4"X16" PILASTER 72" O.C. MAX. 12" FROM CORNERS, 2 ° 4 a PER PLATE MIN. OR SILL TIES ► ° INSTALLED PER MANUFACTURERS 5"x16" BEAM POCKET EL. -8 1/4" (U.N.O.) 4"x16" PILASTER GARAGE =III= g -III ° ° ° - ° • •° = ° • BASEMENT PERIMETER - 1 @ 6" FROM TOP, 2 @ THIRD POINTS; REBAR TO 5'-0" O.C. _ RECOMMENDATIONS. EL. -8 1/4 _ _ ° ° _ - - - ° X REST ON WALL TIES, ,� CONCRETE ° ° ° CONCRETE ° (U.N.O.) 1 I I POSSIBLE, ce NFORMING _ FTG,W/ SHEAR — — KEY BELOW LOCAL I FROST DEPTH a FTG.W/ SHEAR ° ° — _ III- KEY BELOW LOCAL FROST DEPTH - 4 LEDGE FOR - BRICK SUPPORT EL. -8" (U.N.O.) -: - — 1= 1 j I- ° ° #10 6/6 WIRE MESH 3-#4 REBAR, CONTINUOUS- MIN. 1 1/2" COVERAGE OF CONC. ON ALL a -' WALLS TYP.HERE , ce — � — ° ° a SIDES v ° VIRGIN VIRGIN z_ °° I ° ° ° � „ 16 x16 S .PIER -SEE PLAN Q !- ND-2 ° °° u SOIL CONCRETE SOIL FND-7A FND-7B FRONT WALL 10" CONCRETE _ ° o FOR LOCATIONS 1ui L J D-2 1 I \ 1_��Ileilellell - =lll=W= / \ �u n�n1- I -III / --'EIIEIIIEII - 1ll-Ill-11� :II E111=III-IIEIIEII IIE111=III=IIEIIE11111= -II�IIEIIB K lll-W-W- E IEII III-III=11EI1 IIEII-III=L-I EIIEIll Im 111 �n=u CONCRETE SIDE &REAR WALLS FOUNDATION WALL 10 CONCRETE I-1 1 1 ° (Z) BENT #4 REBAR, 30 „J' u�iTi=1Tl-1 ur=lTl- W/ BRICK FRONT FRONT WALL W/ SIDING OR EL. 0" (U.N.O.) 10" FOUNDATION WALL 10" -[1 ° ° 1 I 1=:1 I I . I 4F- CONCRETE FOOTING. CONCRETE FOOTING, MANUF. STONE VENEER EL. 0 (U.N.O.) I I 1 ° III= REFER TO SHEET GN-1.1 REFER TO SHEET GN-1,1 _ < I—d FOR FOOTING SIZES FOR FOOTING SIZES �-- I:I 24 FOOTING "x12" CONC. FOOTI SIDING OR MANUF. STONE BRICK FRONT NOTE: SEE FND-1 FOR BASE COURSE AND VAPOR BARRIER INFO. 10° WALL - NO STEM 10" WALL W/ STEM _ 4" 4" = I I F VENEER FRONT NOTE: DETAIL DOES NOT APPLY FOR SEISMIC ZONE D1 & EXTERIOR WALL W/ BRICK LEDGE NOTE: DETAIL DOES NOT APPLY FOR AREAS WITH AIR FREEZING INDEX OVER 6,000. NOTE: DETAIL APPLIES TO MAXIMUM UNBALANCED FILL HEIGHT OF 7 FEET FND-3B NOTE: DETAIL DOES NOT APPLY FOR SEISMIC ZONE D1 & D2, NOTE: DETAIL APPLIES TO SOIL CLASSIFICATION GM, GC, SM, SM-SC AND ML, STEP HAUNCH FOOTING (LATERAL SOIL PRESSURE < 45 PSF) NOTE: DETAIL DOES NOT APPLY FOR SEISMIC ZONE D1 & D2 NOTE: DETAIL DOES NOT APPLY FOR SEISMIC ZONE D1 & D2. NOTE: PLASTICITY INDEX (PI) < 35. LIVING AREA SLAB DETAILS FND-7 STEEL BEAM POCKET DETAILS ND-5A HAUNCH & STEP HAUNCH FND-3 8'-0" HIGH -10" BASEMENT WALL FND-1 D-1 G .. •ECT�'''%. i cb 'runuunu►u►►►�a� 1-H Q Q Q Q Q Q Q < Q Q Q > c c Q c o L `� z O �' a c Ur co D C) A U (n fo_ U 7@ F c o ro j N - L m w a ,Lu L > >— CL cY Lij Lo Q r ry < ° N O _M ` � ZZ __ -01 ;A O O M M Lo N M, O .... Lo ` N s 01 Mom: C N _ = 1 U U a a C J J M OO OLu mow... z O Q z O U- J F- W 0 V) T� O C U 0 IQ €� 0 Q €..# uj - u 0 O W Q III rn 0 O = O 0oz > O � � z z�0 Q LJJ O to 0 O W v� W W w � � a O J � Q d W 0 O w W J = O m � Z w a 0 = 2L W 0 } U W oom z w 2: }< Q V'• LL Z Z O LLLJ Q > Z d J 1-1 Q cI) w Q = O mug O O O 0 Z 0 z wa�oz� O Lu o w w V) Fz-Ca ZQV)>- = w m c!) LLJ p z O p z�U(n w O 0 inuLj O H E w V W a z z w w 0 > U �z=o J Q L40QQcn �ujt=0 cc z W Ww Q o Lu cw¢= � Uj w F- �,V)5r w u F- � 0 V) p z LU 0 U O Lo W O ozW� '_z^ V) w Q w � a coW w < u- w Z w Z O W QL z wwcnm (D = W F- z F- _ U) ��0 Q�mU zo0U- �0 w w 0 W z w zz= c1j00E- QV�jO�, o��m QQaF- CONCRETE FOUNDATION IS 1 -14 ND 8'-10" 4" CONCRETE SLAB WITH #10 6/6 WELDED WIRE MESH —� STANDARD FOR ESTATE & ° SIGNATURE LINES. 4" CONCRETE OVER b MIL. POLY VAPOR BARRIER LAPPED 6" AT EDGES p ° ALTERNATE TO CANTILEVER ° FLOOR IN ALL OTHER 10" CONCRETE o TSLAB ON GRADE p • ' 1m ° PRODUCT LINES. WALL EL. 0" (TYP) �, 7'-611 0 0 p o ° o � �� o ° a ° a ° a LENGTH OF CONCRETE RAILING1 WALLS & NUMBER OF o o � , • o 0 U o . O O 6 a p� �\ p . O O O D P o P o ° 0 4 ° .4 ° �� d J CONCRETE STEPS VARIES 8" CONCRETE FOUNDATION -� ACCORDING TO HEIGHT WALLS SUPPORTED BY 8"X16" OF FINISHED GRADE c \ �/ • ��\\\� o o �7// \�� -�•� -•- =•---•- EL +8 3/4" o J ° ° o a ° ° FOOTINGS TOP OF WALL TO RISERS: 7 3 4" FINISH 8" ABOVE FINAL TREADS: 11" �\/\/ / o = / / o %\\\ 2XESSILRPLATE TREATED - ° GRADE j� �\\ X 11" DIA. PVC BODY w/4 7/8"x8" CAST IRON DOME I ° ° ° ° ° ° SLOPE CONCRETE 1/4" PER ADRAIN (JONES STEPHENS Nk'EXCAVATED ° ° ° , 6"° v ° FOOT TOWARDS DRAIN. o OR APPROVED EQUAL) ° ° `'-491�1 LINES ° - FOR BLOCK OR DESIGNER C:f-1IMfVEI(S 11V% FOUNDATION I I I I I I I I I I I I I OF TRENCH 3" SLOPE 6'-0" SLIDER P.C.D. COATED 4" CONC. FLOOR SLAB EL. -7" ° � ° 10" CONCRETE WALL EL. 0" (TYP) PLAN NOTE: LOCATION OF HEADER: OPTION VARIES, BUT 1 3/4"X14" PSL WHEN RAILING WILL BE EITHER ON PERPENDICULAR TO FLOOR J THE REAR E. SIDE OF JOIST, 3 1/2"x14" THE HOUSE. SPIRAL HEAT DUCT 1"x12" RECESSED APRON �, S I II.K FKAME 1N r-1cLu. ��- DOUBLE STUDS ON EACH END. EL. -8" EL. -12" a 8" CONC. END. ° I h �i� ? /� U N D E u O S LA LJ H IFA 11 � U CCU ND-12 D-2 PSL WHEN a PARALLEL TO FLOOR JOIST o z � _ e a ° ° °� 5i' BRICK LEDGE @ o #10 6/6 WELDED WIRE P.T. 2x4 l a ° �� -o I JOIST HANGERS IF BEARING IS .' LI I l l l n l l l l l l --�k LESS THAN 1 1/2 3' 0" I°IESH ° ° ° d d a °& ° _ - NOTE: THE HEIGHT OF THE ------ STANDARD PERIMETER DRAIN 31-0" oo �:: MAY HAVE TO BE LOWERED MIN. @TOP �.. FROM THE DAYLIGHT DRAIN TO BTM. LNDG. 2"x4" SHEAR KEY ° CONCRETE FOUNDATION WALL PER PLAN CONCRETE FOOTING —~ -~•- CONC. PIER TO EL. -8 SEE PLANS FOR —~ LOCATION ' ENSURE WATER FLOWS BY '�. ATED ER AS PER PLAN ° DRAIN TORDISCHARGE TO ° ° ° o ° 1 5 STEM GRAVITY TO THE SUMP BUCKET _ w =! o 3 1/2" CONC. SLAB W/ 6 MIL -7° a SUMP PIT AREA 0 o ° ° a o d ° ° EL, 0" _z - 0 #4 REBARS DOWELED DRAIN TIED INTO PERIMETER - �, m ¢ POLY VAPOR BARRIER LAPPED 6" AT EDGES FILTER FABRIC ° ��.�..o�°.I� ° o zt ° ° ° ° a ° ° a ° o nDATNI A CI IUD DI IIv1D UI IC T QC INTO SIDE FOUNDATION IJKAI v. r1 jul-Ir ru1'Ir Muil DL I • '� �� INSTALLED WITH THIS OPTION. ° WALLS W/ 4" MIN. IF GRADE PERMITS RUN _ �° EMBEDMENT _______ - _-- GRAVITY DRAIN TO DAYLIGHT. / 1• MEMBRANE T.O. ° ° / GRAVEL ° ° ° ° ° CONCRETE FTG. W/ ° SHEAR KEY TO LOCAL ° ° °J DRAIN FOOTING FROST DEPTH ° ° °WANT a INTERIOR PERIMETER TO DAYLIGHT - PERIMETER. � .- l.. urcurrtu HNrculy7 DRAIN � IF POSSIBLE o ------------ - O--------------------J r oo 3 ° 1 1'0" ° ° ° FOR BRICK CHIMNEYS ND-24 � — — --� -------- (!!SIM. INTERIOR 4" PERFORATED DRAIN AVAILABLE TO `V #26 STONE„ TYP. ` D 2 SECTION 1 MITIGATE RADON � DETAIL DOES NOT APPLY FOR SEISMIC ZONE D1 & D2. NOTE: SEE FND-1 FOR BASE COURSE AND VAPOR BARRIER INFO. NOTE: DETAIL DOES NOT APPLY FOR SEISMIC ZONE D1 & D2. NOTE: DETAIL DOES NOT APPLY FOR SEISMIC ZONE D1 & D2. BSMT WALL D ET ° 0 L S AFIREPLACE 6 OPT. #018 D ° YL C H BS � . D ET �� 0 L DD214 P Ei�d M ET D R-1% DR-1\\�1AI N ND 24 RECESSED GARAGE APRON - SIDING 1 N1i ND-1 1 DD2 D-2 "3.Vo D-2 1/2" DIAMETER HOOKED -END ANCHOR BOLTS WITH 7" MIN. REFER TO EXT-30 THRU EXT-30D FOUNDATION 2X10 VERTICAL EMBEDMENT @ 72" O.C. MAX. 12"FROM CORNERS PRESSURE TREATED 2x6 FOR FRONT PORCH FLASHING ASSEMBLY NOTES, TYP. WALL w/FOOTING BRACING PER PLATE MIN. PLATE ON FOAM PRESSURE TOP OF PORCH - TOP OF PORCH - - - - - - - - ------------ ---------� VERTICAL REBAR AS SHOWN IN SILL SEALER +9 ELEL. +8" (1" SLOPE � TYP TREATED 2X6 PLATE . . FROM DOOR) TYP. - I EACH WALL: LENGTH VARIES _ _ _ _ _ _ _ _ _ I _ _ _ _ _ _ _ _ _ - 9' FND. WALL HT. W/ 8' UNBAL. 4 BRICK SEALER, TYP SEE FOUNDATION PLAN I I I BACKFILL HT. USE: #4 VERT. REBAR—BRICK @ 24" O.C. (TYP) _ LEDGE VENEER I 10' FND. WALL HT. W/ 9' UNBAL. i° I PRESSURE TREATED •� j BACKFILL HT. EL -8" ° I I 2X4 BLOCKS I I USE #4 VERT. REBAR 2X6 PLATE ON FOAM SILL SEALER @ 16" O.C. (TYP) OR ° ° EL. +8 3/4- 11 1) 2X4 BRACE EACH SIDE #5 VERT. REBAR @ 24" O.C. (TYP) 611 41 10' NOTE APPLIES TO APPROX. FIN. GRADE 10" X 1011 TUCKUNDERS APPROX. FIN. GRADE 8" MIN. EL. 0" � °, I EL. -4" � I RICK LEDGE ' EXT ° 11 TYP, CONC, EL. PRESSURE i EQUAL EQUAL 1I EQUAL " p 1 W/ BASEMENT 8 MIN. BELOW BELOW TOP OF -10 51 TREATED 2X_ 12 -O MAX. 12 -O MAX. 12 -O MAX. WHERE END. HT. IS APPROX. 9.5 0 TOP OF WALL WALL >� ° 6; 411 o \Y FOUNDATION SILL PLATE I a VERTICAL REBAR IS ¢ • NOT REQUIRED WHEN o .- BACKFILL HEIGHT IS r, WALL W/ ¢ 10""8 FOOTING 10 CONC. PILASTER a ° I (3) #4 REBAR ENTIRE ° ~ TYP. BASEMENT PERIMETER a ° ° s ° ° ° i I 2X10 BRACING I I I ° LESS THAN 7' - REFER_41 ° TO DETAIL FND-15 I 1 @ 6" FROM TOP, 2 @ BRICK VENEER THIRD POINTS; REBAR ° ° I o , , HORIZONTAL REBAR AS ° TO REST ON WALL ° ° 6„ a ° SHOWN IN EACH WALL X O `' (3) #4 REBAR ENTIRE a I TIES, WHERE- ° '� ° POSSIBLE WHEN 3" SLOPE -'- 2X4 PLATE BASEMENT PERIMETER ¢ ° 11 BITUMINOUS a FORMING WALLS, TYP. ° a I EL. 8" EL. -7" 1 @ 6 FROM TOP, 2 @ THIRD DAMPROOFING CONC. PILASTER, a 4" CONC. FLOOR SLAB -TV POINTS; REBAR TO REST ON • WALL TIES, WHERE POSSIBLE, -� ° (TYP) ° ° I TYP. 1 EL. -4",I. � 1"x12" RECESSED APRON „ EL. -12 BUTT TO STEEL COLUMN OR EXTEND PLAN WHEN FORMING WALLS ° •J BITUMINOUS TYP. CONC. 2 SLAB LEDGE STICK FRAME INFIELD. �' 2X10 TO OPPOSITE NOTE: 7" MIN. 8" MAX. DAMPROOFING " " ° TYP. FOUNDATION 8 2 DOUBLE STUDS ON EACH 10" CONC. END. END. f WALL FROM CENTERLINE OF o ° WALL W/ REBAR AND HOOK BAR TO a FACE OF WALL. (TYP) ¢ xo I TYP. CONC. FOOTING 8 1011 0- �° FOUNDATION WALL #10 6/6 WELDED ° HOOK BAR IN FOOTING, 7" HOOK, ° a ° Q W/ FOOTING a — ALT. SLAB SUPPORT ° WIRE MESH P.T. 2x4 I 12 LAP (TYP) � ° W/ SIDING/M.S.V. °' - CONC. PIER TO EL. -8 ' FOUNDATION WALL I ND-2 ° _ � ° , -~♦- SEE PLANS FOR I —11 D-2 - - - IT T I 1 11 II JII— I - _ ° - - - - ° BOTTOM OF FOOTINGS TO - - BE ON UNEXCAVATED SOIL LOCATION 2X4 BLOCK —11 —II 3" CLEAR TO CONCRETE FOOTING, EARTH TYP. CONCRETE FOOTING. REFER TO SHEET GN-1.1 REFER TO SHEET GN-1.1 3" CLEAR TO EARTH TYP. CONT. FTG (BEYOND) F D-24 ° ° ° 2X10 BRACING FOR FOOTING SIZES FOR FOOTING SIZES D-2 2x10 BRACING 3' 1 - - o 0 (DO NOT NAIL TO SLAB) I � � SIDING OR MANUF. STONE BRICK FRONT SIDING OR MANUF. STONE °°° CONCRETE FTG. W/ SHEAR KEY TO LOCAL 2x4 PLATE I X VENEER FRONT VENEER FRONT ° FROST DEPTH Q ° 3 1/2" CONC. SLAB NOTE: DETAIL APPLIES TO MAXIMUM UNBALANCED FILL HEIGHT OF 8 FEET. NOTE: SEE FND-1 FOR BASE COURSE AND VAPOR BARRIER INFO. NOTE: DETAIL DOES NOT APPLY FOR SEISMIC ZONE D1 & D2. °° ° ° BRACE END TO STEEL COLUMN NOTE: DETAIL DOES NOT APPLY FOR SEISMIC ZONE D1 & D2. NOTE: LEAVE BRICKS OUT EVERY 48" FOR SLAB SUPPORT ° OR OPPOSITE END. WALL 7/8" DIA. X 36" FORM NOTE: DETAIL APPLIES TO SOIL CLASSIFICATION GM, GC, SM, SM-SC AND ML, . STAKE IF NO SLAB (LATERAL SOIL PRESSURE < 45 PSF) ELEVATION (MIN. 24" EMBEDMENT) 1) 2x4 BRACE EACH SIDE NOTE: PLASTICITY INDEX (PI) < 35. I ALTERNATE II MAY USE FND-13A (S �uq OVVN ABOVE) L\ S /\N NOTE: DETAIL DOES NOT APPLY FOR SEISMIC ZONE D1 & D2. 9'-0" HIGH - 10" BASEMENT WALL ND-25 i� I� P�u `�C�� LAB ND-13 RECESSED CGAR. APRON BR'��G ND-11 BASEMENT WA�1� �[ A�O�� ND-10 D_2 _ D 2 D-2 -.�_ . G ..••T._ . Np. °�.• IIo�``�, O � Q Q Q Q Q Q Q Q c Q `1 C c: > c0 a� ca V) z U U �6 C7 O O (L)co -0 cl� Lo -2 J 2 Lo > > — I--1 .0 CU >_ L •L f6 — ~ N a`6 d' :.. 0 d O cy) Lo ' < i Lij Lo N 0 0 ;sn O 0 r 00 of M L0 7 i6 a < Ca N '7 (D N 0 N I I O U- e®c 2-* 0 s aw W L.0 w ' € w z z Iw-- 0 O 2 U _ V � Q � Q J J M 0 0': �i d- f Lu t V w w; z Q z 0 J ' 0 H z oU CL UI €< w� z Lu Lu Q co Lu SERIAL NUMBED, O w Q O c):f 3: W LL_O = Z Di.0 O OJ O Z w O w 0 w z Q w OU 0 j Q O O_ W 0 W w = � a J w¢a Iu 0 pO O w W Z J o m L 0 2 a QL V) � O � U w CL 0 O z w 2: Q ce a L- z z � Q O > aaw Q cn z N w ¢ to = O O mug _1 OJ Z U O V..,)O O W z uj O O LD w cc o w _� a 0 0 = w V) coJ = J Q F— Q = V) m V1 uj uj 0 Z O O w w = ZaUV) w U) O O 0 Lu LU O Q ~ W ~-+ U Lu ate. Z O �z=o Q Q �Ujt=0 m�U-EUZ 0 z w W W LLj Lu V)QD= W W Lu F- V) 2: 13- W u ~ O O z w p V) O Z w O U j W ozw< z ^ 0 Q g�WO a � 0 0 LLJ Q L F- W d � Z w w LLI co zl=-wc~n 0 ¢emu � Z J V- zo0o F- w W O Uo 0 F- < U (j 0 oo�m STEEL COLUMN BELOW STEEL BEAM WEB ► RI FND TEMPERATURE REINFORCING 19A (SHOWN DASHED) W/ NO BASEMENT PENETRATION INTO BASEMENT WALL 24" O.C. I- K-4 / 22 1/2" D-3 TYPICAL CLEAR MIN. FIN. 1st FLR. 2" PVC PIPE r 1 / TERMINATING OVER SPLASH BLOCK MIN. 6" FLR. JST ABOVE GRADE AT FND, NOTE: TRUSS WEB ?�ZGS WALL SIZE OF PLATFORM VARIES PER MODEL -SEE ROOF 1/2" DIAMETER FRAMING PLAN HOOKED -END ANCHOR 4 t ttttttt-h BOLTS N. 1 I@ LOCATION OF HVAC UNIT IN 4 MIN. EMBEDMENT 2" O.C. Of - ° ATTIC WHEN SECOND ZONE TO END OF BEAM MAX. 12" FROM CORNERS Q GRADE: 2% MIN. SLOPE IS "IEDED (DESIGN DEAD UNIT 2 PFP PI AT F MTN _ AWAY FROM HOUSE. I I I I I I �_ #4 REINF. AT 18" O.C. AT MID LOAD - 200 LBS.) LOCATION -DEPTH 3/4" T&G SUBFLOOR OF SLAB W/ 4 1/4" EMBEDMENT INTO FLOOR JOIST NAILED SPLASH BLOCK BASEMENT WALLS. TO BOTTOM CHORD OF - - - TO B BEAM D /_�G END C O N Nu O �� ND 22 (3) #4 REBAR ENTIRE D_3 TRUSSES BASEMENT PERIMETER x S — 1 @ 6" FROM TOP, 2 @ 0� _ THIRD POINTS; REBAR TO Q INSULATION TYP.) ( INDICATES LOCATION STEEL COLUMN BELOW STEEL BEAM WEB REST ON WALL TIES, FND 4" REINF. CONCRETE SLAB W/ 6x6 10/10 OF PULL -DOWN ATTIC WHERE POSSIBLE, WHEN 19A W.W.F. ON 4" CRUSHED STONE ON 2x BOTTOM CHORD OF STAIR (IF REQ_'D) FORMING WALLS, TYP. COMPACTED FILL OR UNDISTURBED SOIL. TPI ICC /1/FDTLV TI11 PTM Ill VJJ 1YL1\LI 1 LIY 1 LLLV/ _ BITUMINOUSDAMPROOFING, 1/2" DRYWALL CEILING 0 ° TYP. CL CONCRETE SLAB a -a a —� AREA OF EXCAVATION / \ ° GARAGE 16d @ 12" O.C. EACH END „Lo — m I o CONC. FTG. D-2 N ui m 4'-0" EXCAV. 2'-011 \ / L PROVIDE 24" MINIMUM (2) 16d @ 24" O.C. TO (DIAMETER OR 20" SQUARE EXTENT OF REINF. \ BOTTOM CHORD (TYP.) MINIMUM SUMP PIT CUT FLANGES BACK AS 6" L. x 1/4" THK. STEEL ANGLES w/ 3" LEGS NOTE: DETAIL DOES NOT APPLY FOR SEISMIC ZONE D1 & D2. SHOWN BOLTED TO STEEL BEAM NOTE: REFER TO STD. DETAIL FND-19A FOR SECTION. w/ 2-3/4" BOLTS PER STEEL BEAM WEB LEG AND 1 1/2" WASHERS ATTIC C�I'VAC LOCATlu"N FD43A T-BEAM CONNECTION DETAIL 2 SUMP PUMP PIPE TO GRADE DTL. DROPPED GARAGE SLAB DETAIL ND-19 DD- DD3° D-2 3 1'-0" 11_0l MIN. MIN. BEARING BEARING (TYP.) 4'-611 M.O. (TYP.) 4'-0" R.O. QoQ w — — TRANSPARENT m COVER 4' 1" zILI FIN. 1st FLR. #4 REBAR, 1) EACH `r PRESSURE TREATED FACE, ALL SIDES " PLATE ON FOAM SILL IN,COVERA ) o FLR.]ST SEALER EL. 0" j GRADE q SCAPEWEL 4'-0" 21.011 `� ( LOCATION OF HVAC UNIT MODEL # EXCAVATION (MAX.) EXTEND REINF. a IN ATTIC WHEN SECOND 1 4862-54 INSTALL #4 BEYOND EXCAV. ZONE IS NEEDED (DESIGN(2) 11-011 2X4 P,T. JAMBS, #4 REBAR - 12" REINFORCING INTO " 4" STD. O GARAGE EXISTING CONC. aCONTINUOUS DEAD LOAD - 200 LBS.)7/11 ALL MIN. BEARING < 0 BSMT. WALL Q w SLAB 3/4" T&G SUBFLOOR SIDES o EACH SIDE OF N zo (D OPENING, TYP. UTILIZING HILTI Lu I SERVICE UNIT w _ L;, — — — O2-1 EPDXY OR EQUAL W/ a 2x12 FRAMED OPENING I AREA LOCATION 0 z 4 1/4 (MIN.) oy (NIIN.) o o WHEN PULLDOWN STAIR IS rn M o ( REBAR/OPENING DETAIL EMBEDMENT IN A II-`� TEMPERATURE 9/16" DIA. HOLE. REQUIRED 0 REINFORCING "' REINFORCING MUST X Ii1 9 BE LOCATED AT 0 — — 5'-1$" ANCHOR HOLE DISTANCE z z MID DEPTH OF SLAB. Q 5" CONC. SLAB W/ e Lu Lu w W #4 REBAR AT 18" (3) #4 REBAR NON -COMPACTED DEPTH OAND \� / co 74 am < =o o= co � t ENTIRE BACKFILL 7 #4MID BASEMENT ° TEMPERATURE 22"X30" ATTIC ACCESS & �� / GLIDING WDW - G44 Q a 10 � Q PERIMETER ° REBAR AT 18" O.C. HVAC ACCESS PANEL `Q 1 @ 6" FROM TOP, 2 BITUMINOUS 2x12 BLOCKING BETWEEN \ 1/4" DIA. FASTENERS AT WALL MOUNT `V `' REBAR TO REOST ON INTS; 0 DAMPROOFING, _ _ TRUSS BAY FLANGE o o w ° ° o WALL TIES, < TYP. WHERE a _ _ 0 SCAPEWEL o POSSIBLE, WHEN 2x BOTTOM CHORD OF ai �' FORMING WALLS ° TRUSS (BEYOND) ' o ' MODEL # o J w ` 4862-54 M ¢ \ _ / 3/4" CLEAN FREE - 1 7 \ DRAINING ROCK OR A6 STONE AROUND ALL CONC. FTG, SIDES OF THE WELL. � D_2 FILL TO DEPTH OF FOOTING SECTION CONC. FTG. D-z4 6-2 PLAN NOTE: INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS. NOTE: TRANSPARENT COVER SHALL BE RELEASABLE OR REMOVABLE FROM THE INSIDE NOTE: DETAIL DOES NOT APPLY FOR SEISMIC ZONE D1 & D2. WITHOUT THE USE OF A KEY, TOOL, OR FORCE GREATER THAN THAT WHICH IS REQUIRED FOR NORMAL OPERATION OF THE ESCAPE AND RESCUE OPENING. ATTIC HVAC LOCATION FD_37 OPT. #543 -DAYLIGHT WINDOW IN BASEMENT DROPPED GARAGE SLAB DETAIL ND-1FD-3A DD31 ��i.. Ate•• .....•••nC.i .O`\ ¢ Q ¢ ¢ Q Q > c c c rr3 = ro Q O z (n N p1 o a c� U m 2: >' n1 tY c•) ._ro -�3 ro ro j r-1 L .4-L a U-1 - m ~ 0 r, I �- 0 M Q z *? M d cy) N O Lo N N 0 V ro O 0 OM V u) � 0) N (D N O.,..., Lo N O w O w w? w V) Lu 1 w w U 0 tE O t w w O w Q o J M J N O 00 w; U 1 w Lu Y— z 0 OV U w� Di Q Lu Lul uj EIAL NUMBER Lu 0 0 w Q Lu m O cl� Lu O = z Lu O 0 = 0 w�E 0 0 0Wo z aut 0 OO Lu j up 0 w a w=C) � a¢ o O =zm f~ U) 2-7 Lu _ � cn (O r U m a 0 00 w Q Q u- }LL z zO w Z a Q vi z_ U) w ¢ U) = O O o� O I-- U Z OO V) O OpzC�7- 0 0 W m W 0 t 0 w=Om Lu Lu w cw ~ m J = z¢u�i>- = w m cc z O 0 op Lu m u U-) a. O Oc 0 :mO < tB a Z w w O U JZ �¢J ¢cn U) cn 0 m 0U' Z 0 z w w w � 1-0�0 Lu (n Q 0 2 Lu o uj u~ z O cn O z LL U-) O � Lu O O Q UOcJ �i! p Z w > Z_ cnt5.z Z " z Q O w ti a.w�0 0 0 u ¢ LL 2 ' z O w�,_,Z wwW Lu U)0a C�w =F- z t— _Ln o2: ¢m_U (f) Z J LL LL. F_ O w w 00 w uj 0 0 F- Q U (j 0 Lu 0 2 -I V) Q Q d O INSULATION MUST EXTEND COMPLETELY OVER TOP PLATE. MAINTAIN 1" MIN. CLEARANCE BETWEEN BAFFLE AND UNDERSIDE OF ROOF SHEATHING FOR AIR FLOW. SEAL ALL PENETRATIONS IN TOP PLATES COMPLETELY WITH COMPANY APPROVED SEALANT TO PREVENT AIR MOVEMENT BETWEEN WALL CAVITY AND ATTIC SPACE. �004G �cP�OP`,�yQ l �ol_ � %, C' MIR PACE. O SEE FR-12 FOR tk 1 IN ULATION ENLARGED FASCIA BAFFLE DETAIL NAI ER CHANNEL ✓ 24" MIN. COMPANY -APPROVED HOUSEWRAP BEHIND _ s/4" PLYWOOD SPACER 6" DENTIL MOLDING 1x10 FRIEZE BD, 2x4 BLOCKING @ 24" 48"SELF-ADHERING / O.C. NAILED TO SELF -HEALING LEAK PLYWOOD SPACER FR-13A BARRIER IF REQUIRED, 1x6 TO BE AD]. IN EXTEND 24" MIN. FROM FIELD AT WINDOWS DENTIL INSIDE FACE OF WALL ONLY MOLDING BRICK VENEER S�Oe`c DP�G oc, p1� PO Ile - ✓MI , PACE IR 1F �� SEE ENLARGED DETAIL FR-12A ( NAILER SOFFIT PER FR-12A T'CHANNEL 1x10 FRIEZE CROWN MOLDING 2x4 BLOCKING @ 24" O.C. NAILED TO PLYWOOD SPACER 1x6 TO BE ADJ. IN FR-13B FIELD AT WINDOWS ONLY CROWN BRICK VENEER MOLDING 24" MIN. SOFFIT DETAIL W/ BRICK OR STONE INSULATION MUST EXTEND COMPLETELY OVER TOP PLATE. MAINTAIN 1" MIN. CLEARANCE BETWEEN BAFFLE AND UNDERSIDE OF ROOF SHEATHING FOR AIR FLOW. SEAL ALL PENETRATIONS IN TOP PLATES COMPLETELY WITH COMPANY APPROVED SEALANT TO PREVENT AIR MOVEMENT BETWEEN WALL CAVITY AND ATTIC SPACE. p o- EL Si Opp 510� S01! MI IF ,r ROOFING PER \t N% PACE. GENERAL NOTES R$ �t�p� INSULATION SHEETS ZF W/ BAFFLE ALUMINUM GUTTER 'F' CANNEL SEE ENLARGED DETAIL FR-12A VENTED SOFFIT I f SEALANT 24" MIN. 'Y MOLDING HORIZ. SIDING OpF 4�� MI IF �� PACE. SEE ��c INSULATION ENLARGED W/ BAFFLE DETAIL FR-12A N pILER ,� ALUM. OR VINYL 24" MIN. o VENTED SOFFIT W/ 9 SQ. IN. NET FREE VENT AREA PER LIN. FT. 'F' CHANNEL 6" DENTIL MOLDING OR 5/4"x6" W/ PROV. ix10 FRIEZE BD. PACKED OUT W/ 1/2" OSB EXTERIOR STRUCTURAL DENTIL SHEATHING MOLDING GIRDER TRUSS TIE DOWNS 2 PLY GIRDER 3 PLY GIRDER H 10-2 MAX. CAPACITY =760 LBS. LGT2 LGT3-SDS2.5 MAX. CAPACITY =2 150 LBS. MAX. CAPACITY =3 285 LBS. (2)LGT2 LGT3-SDS2.5 (2) H8 MAX. CAPACITY =4 300 LBS. MAX. CAPACITY =4 775 LBS. > 4,300 LBS. > 4,775 LBS. CONTACT TOLL ARCH. CONTACT TOLL ARCH. TRUSSES Of HURRICANE SEE NOTE 'A 2x6 SUB -FA' IRC 2009 OP EXT. SHEATI FOR ALL R01 GREATER (2 SUB FASCIA EXT. WALL NOTE 'A' FOR BASIC WIND SPEED AT 100 MPH MAX. SIMPSON H2.5A (H1 FOR IRC 2009) HURRICANE CLIP FOR BASIC WIND SPEED OVER 100 MPH. SIMPSON H10 HURRICANE CLIP USS/RAFTER BRACED EXTERIOR WALL WALL STUDS DRYWALL FR-59 D-4 2x STUDS NAIL SHEATHIf TO BLOCKING EDGE NAILING REQUIREMENT' MAXIMUM REINFORCED OPENING IN BRACED WALL SHEATHING - 2X BLOCKING � EDGE SHE/ STRU SHEA MAXIN HOLE SHEA1 X z N JG IER i\ X M 0.14 1/2" M X. 2 x d MIN. I d 6" �I MIN. 12 MAX. OF THING PANEL _-TURAL THING UM REINFORCED N SHEAR WALL HING V 6" MAX. HOLE, NO REINFORCING INSULATION INTERIOR HORIZONTAL WALL REQUIRED BLOCKING FR-13 CORNER ALLOWABLE HOLES IN BRACED/SHEAR WALL PANELS FR-58 D-4 BEAD SELF -ADHERING / SELF -HEALING LEAK SIDING BARRIER IF REQUIRED, EXTEND 24" MIN. FROM 1\0 �QS�� INSIDE FACE OF WALL Q��P0G Gl�PO� `�s� p�G ell PACE MI IR �ZN•�1Z��0' SEE �� cp INSULATION ENLARGED W/ BAFFLE DETAIL FR-12A N ILER VIX VENTED SOFFIT I 24" MIN. 'F' CHANNEL CROWN MOLDING 1x10 FRIEZE BD. PACKED OUT W/ 1/2" OSB FIA SELF -ADHERING / SELF -HEALING LEAK CROWN BARRIER IF REQUIRED, EXTEND 24" MIN. FROM MOLDING INSIDE FACE OF WALL EXT. & INT. CORNERS z 0 N U-) m X 0 0 0 00 0 0 :;�r ;r >< J J o \ -. � � ¢ z 8" O I� #4 REBAR @ 12" O.C. W/ 5" HOOK CONC. FTG. #4 REBAR @ 18" OC FIN. 1st FLR. FLR. JST 0"I / V-6" 2x6 STUD WALL INSULATION PRESSURE TREATED 2x6 ON FOAM SILL SEALER EL. 0" 1/2" DIAMETER HOOKED -END ANCHOR BOLTS WITH 7" MIN. EMBEDMENT 6-0" O.C. MAX. SPACING AND 12" MAX. FROM EACH CORNER (2) #4 REBAR ENTIRE BASEMENT PERIMETER 1 @ 6" FROM TOP, 1 @ HALF POINT; REBAR TO REST ON WALL TIES, WHERE POSSIBLE, WHEN FORMING WALLS #4 REBAR VERTICAL @ 12" OC BITUMINOUS DAMPROOFING SNUG CONC. SLAB MUST BE IN PLACE PRIOR TO BACKFILLING 4"0 PERF PERIM. DRAIN 4" #2B STONE TYP. 2" #2B STONE TYP. NAIL SIDE OF POST TO JOIST NAIL FACE OF POST TO FULL -DEPTH JOIST BLOCK lz" MIN. HALF -WALL OFFSET OVER JOIST HALF -WALL PER PLAN — FLOOR FRAMING PER PLAN — FULL DEPTH BLOCKING EA. SIDE OF JOIST UNDER HALF -WALL — PSL POST PER PLAN SIMPSON STRAP BENT AROUND OUTSIDE CORNER W/ MIN. (8) 10d NAILS INTO TOP PLATE @ EACH SIDE OF PSL AND MIN. (4) 10d NAILS INTO EACH FACE OF PSL POST PLAN AT CORNER CONDITION TRUSS, PSL POST, STUDS, BEAM SIMPSON MSTC28 STRAP - ONE SIDE ONLY - CAN BE APPLIED OVER EXTERIOR _ _ _ _ _ _ SHEATHING IF CONFLICT W/ TRUSS _ _ _ TIE -DOWN OCCURS (CUT TO LENGTH) W/ MIN. (8) 10d NAILS EACH SIDE OF PSL POST AND MIN. (4) 10d NAILS INTO PSL POST CUT AND REMOVE BOTH TOP PLATES SIMPSON CS16 STRAP FOR PSL POST INSTALLATION (CUT TO LENGTH) CS-16 STRAP TO W/ MIN. (8) 10d NAILS EACH TYP. WALL FRAMING WRAPAROUND FLOOR JOIST AND SIDE OF PSL POST AND MIN. (4) PSL POST PER PLAN ATTACH TO EACH 10d NAILS INTO PSL POST (FIELD INSTALLED) SIDE OF HALF -WALL 10" 10" CUT AND REMOVE BOTTOM PLATE FOR PSL POST INSTALLATION PACK OUT FLUSH WITH HALF -WALL ELEVATION ABOVE (BASEMENT) HALF -WALL DIRECTLY I ELEVATION OVER JOIST ^ (SLAB) SUBFLOOR TYP. FLOOR FRAMING P.T. SILL PLATE FOUNDATION WALL PSL OR 2X6 BLOCKING TO MATCH WIDTH OF PSL POST ABOVE A PSL POST PER PLAN (FIELD INSTALLED) ° o a ° ° CONT. P.T. SILL PLATE CONC. SLAB SOFFIT DETAIL W/ SIDING FD-12 STEPPED BASEMENT FOUNDATION D, HALF -WALL OVER PAf�ALLEL JOISTS FR9 CONTINUOUS PSL POD aD-4 D-4 D 4 INSTALLATION DE u°� L .......,,�Tj ` ,.• Ru c Cb �}••. N0. ��.. �� o N. Q¢ Q Q Q a Q Q Q c L_ a) Q M a) =_ > c: Q Q cn 3 z 5 o v m 0 >, > LJ o -p 2 a) E c � -a L a � ~ r, d- O M 0 o `- Lo Q a N Ln Lu N V)i 0 0 «€ — (10 O 0 € O S_U-) rn _ '( N , O Lo 1�I N L U£- O w z 0 o o Lu Lu _ uj !, Lu Lu t3 z O' O Lu w; 0 0 L Lu U U Q o J --IM N O0 O0 m Di w: [_ Cl yy�� y y� c,,,�+ 3l Z z s� LL LL J P--1 F— W 0 O 0 ULu C 4+ d Lu rS___RiAl_ NUMBER GABLE END TRUSS ROOFING PER (2) 2x4'L' BRACE. GENERAL NOTES SF CONNECT TO EACH TRUSSES PER PLAN GABLE VERTICAL W/ SHEETS (SLOPE VARIES) (2) 10d NAILS 1x3 TRIM ON 2x8 �O� RAKE ALUM. WRAPPED 2x TRIM BD. (SIZE if 1 ff VARIES PER MODEL) � 46 %" LADDER PANEL f 1 ' FRAMING PERPENDICULAR TO ROOF Ln Q a / i f ft r 1 VELUX SKYLIGHT FS-4 R.O. 46 7/8" x 44 3/4" COMPANY APPROVED 1'_711 UTILITY TRIM f > f ff f 2x4 CONTINUOUS BRACING ATTACHED W/ (2) 10d NAILS, 46 %'•' LADDER PANEL HOUSEWRAP ON EXT. STRUCT. SHEATHING (TUCK UNDER RAKE�WRAP) REQUIRED WHEN ANGLED DOUBLE TRUSS (TO BE BATT INSULATION BRACE IS LONGER THAN 93". ENGINEERED) (PER RESCHECK) f OR T-BRACE W/ 16d NAILS @ 8" 6 f� f� O.0 ALONG EACH ANGLED BRACE FRAMING PERPENDICULAR // in PI nnR SUBFLOOR INSULATION W/ R-30 UN -FACED BATT � SOFFIT TRIM (VARIES RY PI F-VATTONI) lx_ FRIEZE BD. .................................................. 2x4 LATERAL TRUSS BRACING ATTACHED TO BOTTOM CHORD INSULATION BELOW A-4SD SEALANT SIDING ROOFING PER ELEVATION OF TRUSS W/ 10d NAILS (TYP.)R,,, 2x4 ANGLED BRACE MAX. SPACING @ 48" O.C. 4 - - GENERAL NOTES SHEETS (SIDING) SIDING rvvv @ 48" O.C. CONNECT W/ (4) 16d I }� I FLOOR FRAMING UNDERLAYMENT UNDERLAYMENT TOE -NAILS SIDING STARTER PER PLAN 2x4 LADDER NAILED a, STRIP I I TO LAST TRUSS W/ F CHANNEL 10d NAILS @ 16" O.C. I DOUBLE TO BE - SHINGLES OVERHANG 1" WALL BELOW I I 2x4 GROUND CLEAT ENGINEERED) �� a,W BATT INSULATION (PER RESCHECK) DRIP EDGE .019 ALUM. COIL STOCK. vx NAILED @ 12" O.C.; FOLD _ TRUSSES PER PLAN Q (HORI ONTAL) 2x4 GABLE END TRUSS Q�� 3/8" M.D.O. BOARD PRESSURE TREATED SILL BOTTOM EDGE TO STIFFEN J RIDGE LINE ( I l INSTALL MIN. (3) 2x4 BOTTOM CHORD TRUSS BRACES ACROSS ENTIRE o� �Q�� T' CHANNEL SEALED / TO FOUNDATION WALL —J - PLATE ON FOAM SILL SEALER 1x3 TRIM nN 2xR RAKE 019 COIL ALUM. OR VINYL VENTED SOFFIT \ STOCK NAILED @ 12" O.C. (HORI ONTAL 2x4 GABLE F-CHANNEL I NOTE: RlzArrnlr, rHrnnINI ninT I I DESIGNED FOR HIGH WIND JI LOAD AREAS WHERE BASIC (HORIZONTAL) 2x4 WIND SPEED IS IN EXCESS NOTE: I ALUM. WRAPPED 2x TRIM BD, �(_ ; — — — — i n (SIZE VARIES PER MODEL) EXTEND COIL- ,_ I 1/4�� GAP W/ CONT. SEALANT -----------STOCK 1/4�" I 1 I PAST FRONT THIS DETAIL DOES NOT APPLY TO SUNROOM, J-CHANNEL OF 90 MPH OR 3-SECOND SEE FR-25A FOR SUNROOM TUNNEL DETAIL LEG OF GUSTS OF 110 MPH. COMPANY -APPROVED HOUSEW'PAP; J-CHANNEL / R A'I SIDING ALTERNATE COIL SIDING STOCK BEND PLAN OF BOTTOM CHORD TRUSS GRACES SECTION AT RAKE BOARD SCALE: N.T.S. (SIDING) D i� 7 /\ ��/\ R DAE3LD J�DDF F DDSS J �A0Nu` i E- AL FR-28 _ DC�YDDD n - O DD �� D�`��-' VIVI DDDSSDD I DDD� FR-26 /\ Ind h� Im DD �\ LS FD-5 DDDDD CANTLE �\ �� I� �D II RAKE �D�DD u �Du� D3 FR-18 D 5 D-5 D_5 �% UNDERLAYMENT — D D u D D D D D D D — ROOFING PER NOTE: THIS DETAIL IS TO REDUCE & CONTROL JOINT CRACKS @ 2ND FLOOR WALL -TO -CEILING ROOFING PER GENERAL NOTES SHEETS GENERAL NOTES SHEETS (SLOPE VARIES) S. F(> INTERSECTIONS THAT RESULT FROM TRUSS 10 TRIM ON 2x8 UPLIFT. RAKE I'1V rlln14V I NAIL Uf nnlrunn LJf\I VVnl I k-LTI MU ii w �Iv \Y/ \\ UV IVV I MAT r)r) Afkl .lIVR r%n VVNLL I.Cd LlIVl7 EQ, EQ, EQ DIRECTLY TO BOTTOM CHORD OF TRUSSES ® WITHIN 16 OF PARTITION PERPENDICULAR TO ROOF TRUSSES, THIS ALLOWS THE BOTTOM CHORD TO SEPARATE FROM DETAIL APPLIES PARTITION WITHOUT JOINT FRACTURE. No. 15 ROOFING FELT LAPED OVER SELF -ADHERED /SELF HEALING LEAK BARRIER SHINGLE 1" OVERHANG DRIP EDGE lx3 WRAPPED 2x TRIM BD3 ALUM. (SIZE VARIES PER MODEL) / TO MIDDLE 1/3 OF TRUSS ONLY 2x8 RAKE BOARD t11 w NOTE: BRACING SHOWN NOT L NOTES, 1 & 2 \ NAILED @ 12" O.C.---, / J V-7" UTILITY TRIMSELF-ADHERED > DESIGNED FOR HIGH WIND (TUCK UNDER RAKE LOAD AREAS WHERE BASIC SELF -HEALING LEAK 1/4" GAP W/ CONT. I ' WRAF) WIND SPEED IS IN EXCESS OF 90 MPH OR 3-SECOND BARRIER OVER SKYLIGHT CURB; SEALANT ]-CHANNEL l GUSTS OF 110 MPH, EXTEND 12 ONTO ROOF SHEATHING IN \ \ COMPANY -APPROVED SOFFIT TRIM (VARIES ALL DIRECTIONS INSULATION ROOF HOUSEWRAP; (1) \ LAYER AT SIDING BY ELEVATION) SHEATHING PER PLAN \ lx_ FRIEZE BD. No. 15 1/2" DRYWALL STRUCTURAL WALL SHEATHING \ BRICK VENEER ROOFING FELT MINIMUM 2" CLEAR AIRSPACE SIDING \ ELEVATION ABOVE (SEE ELEVATIONS) ROOFING PER (BRICK) \ �I�w�CQ INSULATION GABLE END TRUSS GENERAL NOTES SHEETS ti 2-2X PER PLAN OR ROOF RAFTER 1 -0 UNDERLAYMENT p�P NAILING LINE \ 2x6 NAILING BLOCKS BOTTOM CHORD FOR DRYWALL GPGcp�� \`� 019 COIL STOCK r NAILED @ 12" O.C. SHINGLES OVERHANG 1"—�' DRIP EDGE .019 ALUM. COIL STOCK, �p NAILED @ 12" O.C.; FOLD OF TRUSS �p�G EXTEND COIL STOCK BOTTOM EDGE TO STIFFEN huh MATT T1IG l BLOCK W 1/2" DRYWALL 1�O 5, \\�// 1/4" PAST FRONT LEG OF J-CHANNEL ' 1;C3 TPTM wnNi- -1— RAKE L� ALUM. OR VINYL — -_ 1/2" DRYWALL NOTES: VENTED SOFFIT / CEILING NAILED 1, SEE MANUFACTURER'S DETAILS FOR STEP BY STEP F-CHANNEL NAILED TO 2x6 CAT INSTALLATION AND FLASHING PROCEDURES. FLASHING TO 10 @ 16" O.C.; FIRST NAILING 16 BLOCKS ONLY ROW TO BOTTOM SUPPLIED BY SKYLIGHT MANUFACTURER. 2, INSTALL SKYLIGHT IN STRICT ACCORDANCE WITH 10 ATTACHED TO 2x4 'LADDER' TRUSS CHORD TO INTERIOR PARTITION BE 16" FROM BELOW MANUFACTURER'S INSTRUCTIONS. \ / SEALANT PARTITION FACE SEALANT AND BACKER ROD fAiAl I nI A=: I\IATI TNlr` nl=iATI TCr\NnCTDTr nl=-rAT VVMLL rtry I L 11AMIL111JU uL I MIL aJlJI"IL I r\l%,, uL I MIL SCALE: N.T.S. SCALE: N.T.S. ALTERNATE COIL STOCK BEND AT RAKE BOARD ALUM, WRAPPED2x TRIM BD. (SIZE VARIES PER MODEL) SECTION BRICK VENEER (BRICK) N AU N D D E T /\ �� o /\ I�� FR-27 _ DDYUG � f h DD AlADDDC XT-12 i = J /\ /\ � D��D DD AID FR-14 �\ EAI�— P-� �� D J I! D u� o �\ D N D u OA'V� L� FR-19 D-5 D-5 �� ,\ �� V�I✓ D D L�� D �� D L� ��I �\ D D D �� D �� D D-5 _ R E D N— -� G D 01, � D N ,� D-5 \\\ .�\01 01N N EC ` R :C o •v - % A 1 .• ''// 1/111111111111f1U 0\' Q Q a Q Q Q Q Q Q¢ Q Q c m _ 'i ° 2,> z �, u (n N " O V m o T > cn E a� ro > r, D r a Lu ® _- D 00 �s? Lij € p Lu 0 0 00 OfL M eN 4 Lh O LO c� U 0 Lu Lu L€ LuLu L i Lu T Q Q J J M cot O O� ; I u; �=7 En Q 0) l . 0 u n D Q Q uj UJ €€ uj u 0 U ea Q 0 a IN O Lu Q w CD CK 3 OLp L ® O a OJ O IT 0 Lu O � ®Luo Q w V Lu e OO LS Lu 0 Lu w cl�_0-O U i J Lu Q w w c, O 0 " w � J O F Hw- 70, O 0- a Lf) O U m Q O O w Q z 0 w U re I Q vi z V) to w O z O oO ® U m _j U ® H O OryzC�7• O O z Lu ED n- o w 0 L NLu uj Lu CC -€ Q I-- (h m > W Z ®� O O Lu Lu n u-) LLJ O �O ®Lu Q cn - w U �-- r-i CDwO LL, w O U z = o ® J Uj U) O w w w cwn<¢®g � uj III JnL w Lu 0 u ~ O m O z c) LL. Lu OLU z U ®® o a rg LZ �— O ®®� w <�LL_ ;' LU LLJ a -+ L LJJ w m (D=LuI— = g U) Q ED U (n�Ju- O O O LUwOaC ® � w OZE O Lu ®_ co _j ® J Q ¢ n I 1'•4' —A-7-7, HIP TRUSSES HIP TRUSSES 2x4 BLOCKING BETWEEN (3) 16d NAILS @ 16 PER DIAGRAM --J PURLIN FRAME INSTALLED HIP TRUSSES @ 24" O.C. ABOVE ON TOP OF DROPPED -CHORD GIRDER TRUSS �— (1) 8d NAIL @ 16" O.C. STEP-DOWN HIP TRUSSES JACK TRUSSES @ 24" O.C. GIRDER TRUSS 1/2" SPACING BETWEEN SHEATHING EDGE OF ROOF JACK TRUSSES @ 24" O.C. 2x4 BLOCKING BETWEEN 2x4 STUD WALL (TYP ) EDGE OF ROOF HIP TRUSSES AT HIP ! RIDGE (TYP.) I� PROVIDE ADDITIONAL 1" OSB RIM —17 HIP LINE I BOARD UNDER ANY DOUBLE JACK HIP LINE RID GE (1 KING STUD & 2 JACKS) OR jl�� GREATER POINT LOAD CONDITION RIDGE I (SEE 5/A-4SD) FLOOR FRAMING PER PLAN 1 1/8" OSB RIM BOARD SUBFLOOR PARTIAL ROOF PLAN ti ti PARTIAL ROOF PLAN SCALE; N.T.S. I �� SCALE; N.T.S. �— (2) 16d NAILS AT I -JOIST FLANGE TO PLATE 2x4 BLOCKING BETWEEN (1) 8d NAIL @ 16" O.C. PURLIN FRAME INSTALLED ON TOP OF DROPPED -CHORD STEP-DOWN � TRUSSES @ 24" O.C. (1) 10d NAIL AT RIM BOARD TO HIP TRUSSES ROOF SHEATHING JOIST, TOP AND BOTTOM ROOF SHEATHING GIRDER TRUSS 1/2" SPACING BETWEEN SHEATHING ' GIRDER TRUSS JACK TRUSSES @ 24" O.C. LTP4 FRAMING PLATE AT JACK TRUSSES @ 24" O.C. HORIZONTAL SEAMS IN SHEATHING " @ 48" O.C. OR 6" LONG SIMPSON STRONG -DRIVE SDWC TRUSS SCREW @ 16" O.C. 2x4 FLAT BLOCKING UNDER (THROUGH TOP PLATES, INTO RIM) PARALLEL WALLS @ � BATT INSULATION 24" O.C. COMPANY APPROVED HOUSEWRAP FLOOR FRAMING ON EXT. STRUCTURAL SHEATHING PER PLAN FRAMING SECTION SCALE; 1/2"=1'-0" FRAMING SECTION SCALE; 1/2"=V-0" C=�'� ° VRU�S UI ,L N �= �,\ u�-'/�l� ICJ �� u � L rR- HIS TI�U�� S T E'er-D oVTVTN DE T '-` 1� FD-6� "AND s'-` '�� DETAIL FD-64 CROSS BLOCKING UNDER PARALLEL WALLS FD-61 D36A 3'-0" SELF -ADHERING/ k SELF -HEALING LEAK 2 -0 1-0� MIN. 1 ®SIDING PER PLAN BARRIER BEHIND WALL COMPANY APPROVED HOUSE WRAP SELF -ADHERING /SELF -HEALING LEAK BARRIER APPLIED TO SIDE I WALL BEFORE INSTALLATION OF ADJACENT ROOF FRAMING RIDGE BOARD ROOF SHEATHING SKIP -TAPE' HOUSE WRAP TO FLASHING W/ COMPANY ROOF RAFTERS PER PLAN Fo APPROVED BUTYL FLASHING TAPE Y _ IIIJ CHANNEL / 2x4 I ATERAI BRArIN( (�l TOP CHORD OF TRUSSES FASTENED TOP i u I Ulg 'C I L.A5HING (MATCH SIDING COLOR) ROOF TRUSSES PER PLAN o w O N ROOFING MATERIAL PER PLAN VALLEY PLATE BEYOND m L C f ELEVATION 8" MIN. VALLEY PLATE BAFFLE AS REQUIRED SCALE; N.T.S. BEYOND FASCIA LEAK BARRIER UNDERLAYMENT, TURN UP WALL 5" MIN. DOUBLE TOP PLATE OF BAIT INSULATION, MAINTAIN STEP FLASHING, TURN UP WALL 5" MIN. STUD WALL 1" MIN. CLEARANCE BETWEEN DETAIL A -A ELEVATION HOLD BACK ROOF SHEATHING NOTE; INSULATION AND SHEATHING FOR AIR FLOW STEP FLASHING A SCALE; N.T.S. TO PROVIDE CONTINUOUS ATTIC SPACE AND VENTILATION BRACING SHOWN IS NOT SELF -ADHERING DESIGNED FOR HIGH WIND LOAD AREAS WHERE BASIC FINISHED LIVING SPACE /SELF -HEALING LEAK � O WIND SPEED EXCEEDS 90 ATTIC SPACE BARRIER APPLIED TO g�Cy 0� NOTE: MPH OR 3 SECOND GUSTS OR 3 FRAMER TO INSTALL CONTINUOUS �L�P SIDE WALL BEFORE FP SECTION IS PARTIALLY II I I OF DRAFT STOPPING TO PREVENT AIR MOVEMENT BETWEEN ATTIC AND INSTALLATION OF ADJACENT ROOF 'PULLED APART' FOR CLARITY FRAMER TO INSTALL STRUCTURAL CONDITIONED SPACE, SEAL ALL FRAMING ROOF SHEATHING SHEATHING OR T-PLY DRAFT STOP JOINTS AND GAPS WITH APPROVED 2x VALLEY PLAT E AT KNEE WALLS BETWEEN ATTIC SEALANT. AND CONDITIONED SPACE. SEAL 2x VALLEY PLATE W/ (3)16d NAILS TO ROOF ALL JOINTS AND GAPS WITH APPROVED SEALANT 3/4" T&G SUBFLOOR KICK OUT FLASHING II TRUSS TOP CHORD HOLDGU TER F 2x4 LATERAL BRACING @ ATTIC TRUSS O 1" 2'-0" O.C. FASTENED TO TOP CHORD OF TRUSSES FINISHED LIVING SPACE LEAVE TEAR STRIP ON �. ----i ROOF TRUSSES PER PLAN (FOR 6" MIN.) SO HOUSE r`� � ROOFING MATERIAL WRAP CAN BE PER PLAN FF NOTE; OVER -FRAMED RAFTERS r% TUCKED UNDERNEATH f STARTER COURSE AND RIDGE BOARD NOT UNDER KICK FLASHING fl SHOWN FOR CLARITY / 2x EXT. WALL DRIP EDGE PLAN ENDS OF TRUSSES SELF -ADHERING/ BEARING ON EXT. WALL SELF -HEALING LEAK BARRIER. EXTEND DOWN FASCIA 3"-4" KICK OUT FLASHING SCALE; N.T.S. u�0OuF a IRUS� �I� /� C N, G: u U lED ABLE �D-60 FMz5 QED AT u �u u FZUSS D u L FD-65 �11( 11117 �c-0UT LASHING DETAIL E D6- -,�\w�►►u►ttN €N O '� Ri = < _ • • GISTE€RE�►Apo``�� ¢ c L ¢ ) = M z ¢ ¢ vi O -0 (n 0 o U fJJ A .O U C O �_ i �f fit' O rn � <Lo < a_uj O fV cc Lo CV E € a € O €- ® 2 € 0 Lo 1�n r O Lo CV U- O' w U) oo ..€ >i o Ll t L € u w 0_ OLu 0 L U U Q Q o J � M cel 9 � ; Lu uj U€ Lusuj 0 i,,,,s' v� �Q C� C� C� O U Lu C Lu€.L.>. I LU. Q w SERIAL NUMBER v ru a 0 a m F- 0 O w Q W co O W O w z U-1`O OO F- 0 0 w Z Qwo jF2¢ U) O = z w O Lu Lu a w w = � a � w z Q ce_¢w wCi�O 3�: O w W z J O m f~ � Lu 0 F- O a- = a V) uj U m O O Z w < ¢ w z z w ¢ O zaa (n Z U) W ¢ U) =o� O 0n m U O z OO U (n O O c z O 0 Lu U) 0 Lu U)j F=- m J 2 z¢U)>- ¢ _ m cy- V) Lu a ca p Z O CO Lu z�UU) �z w� O O 0 O Q w 0'zaz z w W O U O J ¢ �ujU)0 m 0 ( Z w W W Lu U) ¢ _ Lu LU w d- fi W Lu 0 W = z U) O U) O z LLLLu o (nLu O ¢z0< z w � z � r zLu Z w Lu0 a a [ 0 0 0 QW Lu � � E- w a z wwW°c zw E 1=~1 0 Z a ¢ Lu 3: m U ' z O --I - U O wLu w0 ar-1 Q z W a00o Q 1uj Z-i U) m J < < 5'-4" TYPICAL MAINTAIN W.I.J. SPACING W.I.J. PER FRAMING PLAN DO NOT LOCATE BASEMENT WINDOWS BELOW CANTILEVERED FIREPLACE. DETAIL FOR TILE MARBLE, SLATE, OR GRANITE FACINGS ONLY. ALL UNIT CLEARANCES TO COMBUSTIBLE MATERIALS SHALL COMPLY WITH THE MANUF. RECOMMENDATIONS AND MUST BE VERIFIED PRIOR TO AND AT THE TIME OF INSTALLATION CANTILEVERED DESIGNER FIREPLACE SELF -ADHERING / SELF -HEALING LEAK 2' 0" EXT BARRIER TO EXTEND UP WALL 6" AND DOWN FASCIA 46A ROOF SHEATHING ON 2x4 @ 16" O.C. 12 - 4 - DRIP EDGE, SEE DETAIL FR-12A 2x4 FASCIA W/ ALUM. r WRAP I n � z MIN. TOP CLEARANCE ff� f f M 0 0 lllE i LL - ILL,Ll [[ MIN. BOTTOM AND SIDE I - xQ -j—1 t5� CLEARANCE I n, � I 0 C I HEATILATOR CD4842 I I I I I i I I COMPANY APPROVED HOUSEWRAP OPTIONAL BRICK I ---� VENEER I II I 4 I I i i °. NOTES: 1. REFER TO MANUF. OWNER'S MANUAL FOR COMPLETE WRITTEN INSTRUCTIONS. 2. DIMENSIONS MAY VARY WITH OTHER MANUF., PLEASE REFER TO INSTALLATION INSTRUCTIONS. 3. REFER TO DETAIL FR-56C FOR FRAMING DETAIL. 4. DETAIL IS FOR USE WITH FIREPLACE FOUNDATIONS ONLY. 5. ALL UNIT CLEARANCES TO COMBUSTIBLE MATERIALS SHALL COMPLY WITH THE MANUF. RECOMMENDATIONS AND MUST BE VERIFIED PRIOR TO AND AT THE TIME OF INSTALLATION. 6. MAINTAIN 12" MIN. CLEARANCE FROM VENT TO WINDOW ABOVE, IF APPLICABLE. OSB RIM BOARD, TYP. T-4" JUMBO BRICK HEARTH 5'-411 q� 0 STANDARD BRICK HEARTH 5'-411 2'-2" 1'-O" 2'-2" 0 FLUSH HEARTH NOTE: ALL UNIT CLEARANCES TO COMBUSTIBLE MATERIALS SHALL COMPLY WITH THE MANUF, RECOMMENDATIONS AND MUST BE VERIFIED PRIOR TO AND AT THE TIME OF INSTALLATION SIDE ELEVATION OPTTONAI 16" I ONG METAI RAIN DIVERTER CENTERED ON EXHAUST OUTLET 2x6 RAKE W/ ALUM. WRAP 2x4 FASCIA W/ ALUM. WRAP DIRECT VENT HEIGHT VARIES CORNER TRIM HORIZONTAL SIDING FD_77 DIRECT VENT FIREPLACE FRAMING DETAIL REFER TO INT. DETAILS FOR FACING AND FLUSH HEARTH INSTALLATION HEADER PER PLAN HEAT SHIELD Lu 0 LL "- m 0 2:io af 0 (1) 1/2" LAYER OF m Q COMPANY APPROVED o c~n NONCOMBUSTIBLE =I� UNDERLAYMENT, CONT. M DIRECT VENT FIREPLACE @FLUSH HEARTH M SELF -ADHERING / SELF -HEALING LEAK BARRIER TO EXTEND UP WALL 6" AND DOWN FASCIA ROOF SHEATHING ON 2x4 @ 16" O.C. DRIP EDGE, SEE DETAIL FR-12A------ 2x4 FASCIA W/ ALUM. D-7 RIDGE VENT PER PLAN — GAP ROOF SHEATHING — AS REQ'D BY VENT MFR, R-38 INSULATION INSULATION BAFFLE (TYP.) OPTIONAL T-PLY MAINTAIN 1" MIN. - 2"MAX GAP FOR VENTILATION VENTED SOFFIT (TYP.) R-19 FACED INSULATION @ 2x6 WALL - NO SHEATHING (TYP.) R-19 UN -FACED INSULATION @ 2x6 WALL (TYP.) 2x6 STUDS @ 16" O.C. STAGGER STUDS IN EACH WALL (SHOWER/TUB WALLS & TOILET ROOMS ONLY.) T-PLY / SPRAY FOAM AIR SEAL 1" RIGID INSULATION TIGHT — TO BAND JOIST W/ SPRAY FOAM INSULATION AT ALL 4 EDGES - TYPICAL AT ALL JOIST BAYS 2'-0" EXT I 12 - 4 MASTER BATH \ R-19 FACED BATT INSULATION VV/ R-JV UIVI-FACED BATT �- INSULATION BELOW PLUMBING SUPPLY LINE: INSTALL AS CLOSE TO SUB -FLOOR AS POSSIBLE GARAGE INSULATION BAFFLE (TYP.) r SINGLE TOP PLATE \ ,/ f� T-PLY R-19 FACED INSULATION @ 2x6 WALL - NO SHEATHING (TYP.) MAINTAIN 1" MIN. - 2"MAX. GAP FOR VENTILATION R-19 UN -FACED INSULATION @ 2x6 WALL (TYP.) VENTED SOFFIT (TYP.) OPTIONAL T-PLY 2x6 STUDS @ 16" O.C. STAGGER STUDS IN EACH WALL (SHOWER/TUB WALLS & TOILET ROOMS ONLY.) ATYPICAL EAVE SECTION -7 SCALE: 1/2" = 1'-0" 2x6 STUDS @ 16 O.C. STAGGER STUDS IN EACH WALL (SHOWER/TUB WALLS &TOILET R 19 UN -FACED ROOMS ONLY.) INSULATION @ 2x6 WALL (TYP.) T-PLY R-19 FACED INSULATION @ 2x6 WALL - NO SPRAY FOAM AIR SEAL SHEATHING (TYP.) , 1" RIGID INSULATION R-10 Goren RATT TT( -,HT TO BAND JOTST W/ INSULATION (INSTALLED SPRAY FOAM INSULATION ABOVE WATER LINES) W/ AT ALL 4 EDGES R-30 UN -FACED BATT TYPICAL AT ALL JOIST INSULATION BELOW BAYS TYPICAL JOIST BAY SECTION 2 �-7 SCALE: 1/2" = 1'-0" _j L A BATHROOM OVER GARAGE �,DJJSCALE: 1/4" = 1'-0" BATHROOM OVER GARAGE REFER TO INT. DETAILS FOR FACING AND FLUSH HEARTH INSTALLATION HEADER PER PLAN vvrv�r u 2x BLOCKING MIN. TOP CLEARANCE I ` HEAT SHIELD ff ff ff w 0 I ( w MIN. BOTTOM=ANDSIDE I "- of CLEARANCE I ; (1) 1/2" LAYER OF I i COMPANY APPROVED 0 o NONCOMBUSTIBLE o z HECD48420R ATILAT UNDERLAYMENT, CONT, o I = Gd I I~ p I I I I I COMPANY APPROVED HOUSEWRAP OPTIONAL BRICK VENEER NOTES: 1. REFER TO MANUF. OWNER'S MANUAL FOR COMPLETE WRITTEN INSTRUCTIONS. 2. DIMENSIONS MAY VARY WITH OTHER MANUF., PLEASE REFER TO INSTALLATION INSTRUCTIONS. 3. REFER TO DETAIL FR-56C FOR FRAMING DETAIL. 4. DETAIL IS FOR USE WITH FIREPLACE FOUNDATIONS ONLY, 5. ALL UNIT CLEARANCES TO COMBUSTIBLE MATERIALS SHALL COMPLY WITH THE MANUF. RECOMMENDATIONS AND MUST BE VERIFIED PRIOR TO AND AT THE TIME OF INSTALLATION. 6. MAINTAIN 12" MIN. CLEARANCE FROM VENT TO WINDOW ABOVE, IF APPLICABLE. BEAM PER PLAN -J MASONRY HEARTH, (1) ROWLOCK ON (3) COURSES RUNNING BOND 3/4" SUBFLOOR ON 2x6 PLATFORM REFER TO MASONRY HEARTH FRAMING DETAILS D-76 DIRECT VENT FIREPLACE @ JUMBO BRICK HEARTH F;» SELF -ADHERING / SELF -HEALING LEAK BARRIER TO EXTEND UP WALL 6" AND DOWN FASCIA ROOF SHEATHING ON 2x4 @ 16" O.C. DRIP EDGE, SEE DETAIL FR-12A 2x4 FASCIA W/ ALUM. WRAP i i z MIN. TOP CLEARANCE ff( 0 o RR MIN. BOTTOM AND SIDE i CLEARANCE , X a 0 IMPORTANT NOTES: • STAGGER 2x6 STUDS AT DOUBLE WALLS BEHIND ALL SHOWERS/ TUBS AND TOILET ROOMS. • ENSURE RIGID INSULATION IS A TIGHT FIT IN EACH JOIST BAY AND SPRAY FOAM SEALS ENTIRE PERIMETER AND ALL AIR GAPS. • ENSURE R-19 FACED INSULATION IS INSTALLED TIGHT TO UNDERSIDE OF SUB -FLOOR. FILL REMAINING JOIST BAY WITH R-30 UN -FACED INSULATION. • CONTINUOUS BEAD OF SEALANT AT ALL JOINTS WHERE AIR GAPS MAY OCCUR 2'-0" EXT 46A 12 4�i�'%/ M REFER TO INT. DETAILS FOR FACING AND FLUSH HEARTH INSTALLATION HEADER PER PLAN 2x BLOCKING HEAT SHIELD af w Lu �m (1) 1/2" LAYER OF COMPANY APPROVED C o NONCOMBUSTIBLE 0co Q HEATILATOR UNDERLAYMENT, CONT. o CD4842 0 I COMPANY APPROVED i� d HOUSEWRAP OPTIONAL BRICK I k VENEER I I 4 I I i ° NOTES: 1. REFER TO MANUF. OWNER'S MANUAL FOR COMPLETE WRITTEN INSTRUCTIONS. 2. DIMENSIONS MAY VARY WITH OTHER MANUF, PLEASE REFER TO INSTALLATION INSTRUCTIONS. 3. REFER TO DETAIL FR-56C FOR FRAMING DETAIL. 4. DETAIL IS FOR USE WITH FIREPLACE FOUNDATIONS ONLY. 5. ALL UNIT CLEARANCES TO COMBUSTIBLE MATERIALS SHALL COMPLY WITH THE MANUF. RECOMMENDATIONS AND MUST BE VERIFIED PRIOR TO AND AT THE TIME OF INSTALLATION. 6. MAINTAIN 12" MIN. CLEARANCE FROM VENT TO WINDOW ABOVE, IF APPLICABLE. ° d d d d ° 1 • � d BEAM PER PLAN -J MASONRY HEARTH, (1) ROWLOCK ON (3) COURSES RUNNING BOND 3/4" SUBFLOOR ON 2x6 PLATFORM REFER TO MASONRY HEARTH FRAMING DETAILS DIRECT VENT FIREPLACE @STANDARD BRICK HEARTH A D-7 FR-56 D-7 i Ciiiip��i// 0tA N G tom. ••"'3/n . . =fie 4-- • : r� �N• •C,c .�•, A,� A0 o s� U. p��p�irr9�G/S�TE'RV`PQ\\ Q¢ lj� lj� Q Q Q Q Q Q Q Q Q L N Q ro N = vi o z cn a_ Il u, a, (D U (D m > O o a (t3 ." _ L E c > a� ° > - -' a ^ ro ^ , a Lij - Lu d wa 0 0 �- F_ < Lo a r0 N ;, ui M uo 'a N E U t} 0 �, _ ____ F a < 0 a � M M o M . < m I_(V mwj _j __j V CV O . r, Lo 2__ 4`'m3 .-� 0 TI{ o N 3,m z €U .. LLI Lu 12- €:: O ¢ ¢ M J _j N 0 0 0 Lu £o <µt� z af LL J W 0 ' 3 < ? CL r, U fu a �L CL 0 a m F- U O w Q Lu co �i: w x O = z w = O 0 oWz Q w OU 0 O �¢a O = z W O Lu 0 w w w a O J w Z Q w Q w w � 0O O LL- w z = O m U) w 0 2 a � O d d U w a � m 0 O z w Q o � z z w Q Ln O > za< 1- _ W Q V) = O 0 0o m V) � O 1- J OO U Z O V) O O � w m z 0 Ld wii m m J = J Q F- Q= ui p z O0 w w = z n U (n 3 W 1) O 00 O to -+ w a ~ w 0LuCLz w w O U d Q = z o�J¢ �QQt/) _ = z �vjcn0 zcncPn m�c�z z w F_ Lu Lu Q O = LUOwF- a � w U F- U- 0 V) 0 z w 0 ~ O z0 Q u z I—, z w z z w C z z w w a [z 0 o W w cn F- LU w 0- z w w Ln W m zt=—=( Q 2 d = ~ E F- O R o ;—I Q m U z z0 J � U 0 V A U_ y/ Q Z 0 w E z 0 (lj O U �-I � O Lu 0 J J z w 0 L < Q a F- BRICK CHIMNEY (CHIMNEY FLASHING PORCH/ RUBBEC FOR ALI EDGES 2X FORI 2X4 FOI PORCH/ CANTILI PAST F( All FXF PORCH/ FOUND) NOTE: THROUGH WALL FLASHING MAY BE CUT FLUSH WITH THE FACE OF THE RPTrvwnD11 TN NO 1.CIRCUMSTANCES SHOULD THE FLASHING BE STOPPED BEHIND THE FACE OF THE BRICKWORK. 3/4" T&G SUBFLOOR COMPANY APPROVED I I u01ICMAIDAD tlx= ` I IVVVLYYIVII VYLf\ FLASHING (TYP.) OSB RIM BOARD ti STEPPED FLASHING; END DAM AT TOP, KICK OUT AT BOTTOMq,�2 3" LEG 2" LEG PRESSURE TREAT ED I ALLOW FLASHING TO 2X PLATE ON FOAM EXTEND PAST THE SILL SEALER MORTAR JOINT 3/4" EL=-8"----- - - - - - -- - - GROUT SOLID FIRST II T�Ai/V ro ll DQ Z li PORCH/PATIO SLAB CONCRETE DETAIL NOTE: ALL TAPES MUST BE J-ROLLED COMPANY APPROVED HOUSEWRAP ON EXT. STRUCTURAL SHEATHING COMPANY APPROVED GRADE 'D' PAPER WALL TIES @ 24" HORIZ. @ 16" VERT. PROVIDE 1" AIR SPACE BETWEEN MASONRY VENEER AND SHEATHING BRICK VENEER MORTAR SCREEN 'SKIP -TAPE' HOUSEWRAP TO THROUGH WALL FLASHING WITH COMPANY APPROVED BUTYL FLASHING TAPE WEEP HOLES IN FIRST COURSE OF BRICK ABOVE GRADE WITH WEEP VENTS @ 24" O.0 COMPANY APPROVED SELF -ADHERING THROUGH WALL FLASHING APPLIED DIRECTLY TO SHEATHING SLOPE GRADE MIN. 2% AWAY FROM BLDG. FOUNDATION DRAINAGE BOARD (AS REQUIRED) CONCRETE FOUNDATION WALL - SEE FND-1 FOR FOUNDATION INFO n �1-3� JTHRU WALL FLASHING a0 BASE (BRICK) ED87 D-8 COMPANY APPROVED GRADE 'D' PAPER NOTE: ALL COMPANY APPROVED HOUSEWRAP ON EXT. STRUCTURAL SHEATHING TAPES MUST BE PROVIDE 1" AIR SPACE BETWEEN ]-ROLLED MASONRY VENEER AND SHEATHING MORTAR SCREEN 'SKIP -TAPE' HOUSEWRAP TO THROUGH WALL FLASHING WITH COMPANY BUTYL FLASHING TAPE TAPE DRIP CAP FLASHING TO `i vvvAPPROVED SHEATHING WITH COMPANY i APPROVED BUTYL FLASHING TAPE WEEP HOLES WITH MORTAR WEEP ` VLINTS AT EACH LI.'D OF PRIMED STEEL LINTEL; FOR DOUBLE AND TRIPLE WINDOWS, WEEP HOLES @ 24" O.C. j 'SKIP -TAPE' HOUSEWRAP TO DRIP CAP FLASHING WITH COMPANY APPROVED BUTYL FLASHING TAPE )O� COMPANY APPROVED SELF -ADHERING THROUGH WALL FLASHING APPLIED DIRECTLY TO SHEATHING W/ END DAMS PRIMED STEEL LINTEL SET DRIP CAP FLASHING IN COMPANY APPROVED SEALANT. TURN DOWN AT ENDS MAINTAIN MIN. 1/4" GAP BETWEEN WINDOW AND BRICK AT TOP AND SIDES FILLER STRIP TAPE WINDOW FLANGE TO BACKDAM PER WINDOW SHEATHING WITH COMPANY MFR. RECOMMENDATION APPROVED BUTYL FLASHING TAPE )OO SEALANT BETWEEN WINDOW FLANGE AND HOUSEWRAP @ HEAD AND JAMBS - NOT @ SILL FILLER STRIP Li PER MFR. MAINTAIN MIN. 1/2" GAP BETWEEN WINDOW AND SILL NOTE: THROUGH WALL BACKER ROD & SEALANT FLASHING MAY BE CUT i BRICK OR CONCRETE FLUSH WITH THE FACE OF SILL; 151 SLOPE MIN. THE BRICKWORK. IN NO COMPANY APPROVED SELF -ADHERING CIRCUMSTANCES SHOULD THROUGH WALL FLASHING W/ END DAM THE FLASHING BE' STOPPED BEHIND THE , COMPANY APPROVED FLEXIBLE SILL FACE THE /i FLASHING ATTACHED TO FRAMING, STOP HCIUSFWRAP no FDGF OF STI I BRICKWORK, J EXTEND 6" UP JAMBS ON EACH SIDE ` --BRICK VENEER COMPANY APPROVED GRADE'D' PAPER COMPANY APPROVED HOUSEWRAP ON EXT, STRUCTURAL SHEATHING PORCH/ PATIO CONC. DETAIL EXT-51 TH RU WALL FLASHING D-B WINDOW W/ BRICK FIGURE *L SCALE: 1/4" = V-0" FIGURE #3 SCALE: 1/4" = V-0" BROWN COUNTER FLASHING IN BRICK JOINTS - SILICONE CAULK CRICKET COVERED W/ ROOFING FELT. FASTEN ROOFING FELT TO DECK PER MFR'S RECOMMENDATIONS lr..ORIVCR BASE FLASHING LAPS STEP FLASHING BROWN COUNTER FLASHING IN BRICK JOINTS CRICKET SHINGLES I AP I INDFR MATN ROOF SHINGLES -BROWN COUNTER FLASHING GTr_l1Dr_ 41 11�71J 11L V 1 SCALE: 1/4" = V-0" IWITfH O SEAL ALL JOINTS CO(\JE CAULK SEALANT BROWN COUNTER FLASHING STEP FLASHING. LAP UNDER SHINGLE — ROOFING FELT SHINGLE ROOF SHEATHING -� FIGURE #4 SCALE: 3" = V-0" CHIMNEY FLASHING DETAIL 1 IN. EXTERIOR 2 IN. INTERIOR 1 II „ II T 2 IN. MASONRY WOOD MANTEL SEE EXT-1 FOR BRICK MASONRY FIREPLACE CROSS SECTION COMBUSTIBLE SHEATHING EDGE ABUTTING MASONRY 12 IN. MIN. FROM FIREBOX ., —FRAME WALL 2 IN. CLEARANCE (AIR SPACE) TO (_nMRIISTTRI F FRAMING SMOKE CHAMBER FIREBOX STEP FLASHING LAP UNDER MAIN ROOF SHINGLES z 0 N 10'-0" RADIUS 2'-0" S UAR ROOF FRAMING 4" BLOCK TO SUPPORT BRICK (3 BACKS) NOTE: ABOVE. MUST BE EITHER HORIZONTAL REINFORCING SOLID BLOCK OR HOLLOW TIES @16" AND 2 TIES @ BLOCK GROUTED SOLID. EACH END (TYP.) TO TIE MASONRY VENEER CMU TO WALL FRAMING BELOW ROOF LINE. 2X WOOD FRAMING FLUE LINER MIN. CLEARANCE CLEARANCE A TO COMBUSTIBLES: BETWEEN MASONRY " 1 w/ EXTERIOR CHIMNEY & WOOD FRAMING: 2" w/ INTERIOR CHIMNEY 1" w/ EXTERIOR CHIMNEYNMIN. 2" w/ INTERIOR CHIMNEYrMANTLE (VARIES)- d STEEL ANGLE CEMENT PARGING`� co -v N FIKE BKICK W/ 1/4" MAX. SECTION IA` REFRACTORY MORTAR JOINTS HEARTH 20" FROM FACING (FIN. VARIES) V-0" W/STANDARD BRICK 1'- 1 3/4" W/JUMBO BRICK SLAB FLOOR NOTE: ALL SPACES BETWEEN CHIMNEYS AND FLOORS AND CEILINGS SHALL BE FIREBLOCKED WITH NON-COMBUSTIBLE MATERIAL SECURELY FASTENED IN PLACE. THE FIREBLOCKING OF SPACES BETWEEN CHIMNEYS AND WOOD JOISTS, BEAMS OR HEADERS SHALL BE TO A DEPTH OF 1 INCH AND SHALL ONLY BE PLACED ON STRIPS OF METAL LATH LAID ACROSS SPACES BETWEEN COMBUSTIBLE MATERIAL AND THE CHIMNEY EXT-6 MASONRY FIREPLACE CROSS D-8 eCr%Tinni 101 AON z 0 N 10'-0" RADIUS 2'-0" SPUARE ROOF FRAMING 4" BLOCK TO SUPPORT BRICK NOTE: ABOVE. MUST BE EITHER (3 I HORIZONTAL REINFORCING SOLID BLOCK OR HOLLOW TTFS nn lr%" ANTI 2 TTFS (n) BLOCK GROUTED SOLID.—\ EACH END (TYP.) TO TIE MASONRY VENEER CMU TO WALL FRAMING BELOW ROOF LINE. 2X WOOD FRAMING FLUE LINER 4IN. MIN. CLEARANCE CLEARANCE BETWEEN MASONRY A TO COMBUSTIBLES: &WOOD FRAMING: 1 w/ EXTERIOR CHIMNEY 2" W/ INTERIOR CHIMNEY 1" w/ EXTERIOR CHIMNEY 2" W/ INTERIOR CHIMNEY MANTLE (VARIES) 450 MAX. FOR PREFAB. SMOKE: CHAMBER 300 MAX. FOR CORBELED SMOKE: CHAMBER Omm LION1 N STEEL ANGLE 00 CEMENT PARGING <, T FIRE BRICK W/ 1/4" MAX. 20" MIN. REFRACTORY MORTAR JOINTS SECTION IAI HEARTH 20" FROM FACING (FIN. VARIES) P-0" W/STANDARD BRICK -- — TOP OF SMOKE V- 1 3/4" W/JUMBO BRICK SUB FLOOR CHAMBER; BASE / \ \ OF FLUE LINER H\\ H<W W BASE OF CHAMBER AT DAMPER OPENING (DEPENDS ON FIREPLACE DESIGN) EX-8 MASONRY FIREPLACE DETAIL tD-8 NOTE: ALL SPACES BETWEEN CHIMNEYS AND FLOORS AND CEILINGS SHALL BE FIREBLOCKED WITH NON-COMBUSTIBLE MATERIAL SECURELY FASTENED IN PLACE. THE FIREBLOCKING OF SPACES BETWEEN CHIMNEYS AND WOOD JOISTS, BEAMS OR HEADERS SHALL BE TO A DEPTH OF 1 INCH AND SHALL ONLY BE PLACED ON STRIPS OF METAL LATH LAID ACROSS SPACES BETWEEN COMBUSTIBLE MATERIAL AND THE CHIMNEY DOUBLE FLOOR JOISTS W/ 2X10 LEDGER - SHEATHING BASE 1'-811 (BRICK) 2'-10" CONC. HEARTH <T-TA) BRICK MASONRY FIREPLACE °-$ CROSS SECTION SPARK ARRESTER FLUE 13"x13" (NOMINAL OUTSIDE DIM.) NOTE: - BRICK 4 SIDES ABOVE ROOF LINE. - BRICK 3 SIDES BELOW ROOF LINE. - BRICK TIED TO CMU @ 4 COURSES VERTICAL, 2 PER SIDE. - CMU TIED TO FRAME WALL @ 16" VERTICAL, 1 @ EACH END. BRICK CHIMNEY: MUST BE EITHER SOLID BRICK OR FACE BRICK -GROUTED SOLID FLUE LINER v Wi_ i FILL W/ MORTAR -LL`z, TYPE S OR N 0 0 SMOKE SHELF PARGED I.LI z TO DAMPER W/ o REFRACTORY MORTAR U-) DAMPER NOTE 'A': SMOKE CHAMBER HEIGHT NOT TO EXCEED WIDTH OF o FIREPLACE OPENING N (1 YPICALLY 36") WALLS SHALL BE SOLID MASONRY OR HOLLOW MASONRY -GROUTED SOLID TOP OF CONCRETE HEARTH AT TOP OF SUBFLOOR ELEV. o rmi I-r:Dnl lTr-n C01 Tr) V \..I'IV VI\VV I LV VVL1V WEEP HOLES @ 32" O.C. 5" BRICK LEDGE @ EL. -8" RIGID INSULATION 2'-0" WIDE AT PERIMETER FOOTING MUST EXTEND 6" PAST FIREPLACE FOUNDATION SEE EXT-1A FOR CLEARANCE TO COMBUSTIBLES EXT-2 D-8 SPARK ARRESTER —FLUE 13"x13" (NOMINAL OUTSIDE DIM.) NOTE: - BRICK 4 SIDES ABOVE ROOF LINE. - BRICK 3 SIDES BELOW ROOF LINE. - BRICK TIED TO CMU @ 4 COURSES VERTICAL, 2 PER SIDE. - CMU TIED TO FRAME WALL @ 16" VERTICAL, 1 @ EACH END. DDTrV (`L1TKAKICV. .AI IC' DC v Rll.n ldlll'IIVL1. I`IVJI DC EITHER SOLID BRICK OR FACE BRICK -GROUTED SOLID FLUE LINER vLu Lu FILL W/ MORTAR Q u; TYPE SORN = 0 SMOKE SHELF PARGED u z TO DAMPER W/ o REFRACTORY MORTAR DAMPER NOTE'A': SMOKE CHAMBER HEIGHT NOT TO EXCEED WIDTH OF o FIREPLACE OPENING (TYPICALLY 36' WALLS SHALL BE SOLID MASONRY OR HOLLOW MASONRY -GROUTED SOLID TOP OF CONCRETE HEARTH AT TOP OF SUBFLOOR ELEV. O" /`MI I-CD(�I ITCn C(ll Tn U CMI. r.-ROUILU JVLIV •'_..... TOP OF FOUND. WALL & LINTELS @ EL. 0" (3) #4 REBAR EA. WAY WEEP HOLES @ 32" O.C. 5" BRICK LEDGE @ EL. -8" _[:A0TTKlr_ MI ICT CVTCnIn g" 1 VVI11\V PIVVI I -AI LIYV V PAST FIREPLACE FOUNDATION 6" SEE EXT-IA FOR CLEARANCE TO COMBUSTIBLES EXT-1 D-8 ,o\\\\\11111 I I I I I l 11l f llq///z =a':— Q Q aa ¢ Q Q Q c - a ¢ QQQ ) Y > Iv o-0 M o 6, z /on L V _0 00 Q) o � N C �O 4 ^ � fu a) m E ate^ i= ui d- T— U I� < Q M n. 0 ro L0 a, i N is _ 0o Li� o o w r a " ate+ < is> N and I0 .waU N 0 . -. CN LL ,-+ Ul o 6 o i < Lu r c) l O a` T T U U 00 d o Q ¢ M -1 O J + fV 0 F- F- o lu 1€€' L �: ,# 0 W W J F--�I W H ef w Q Q UU 0 U a fa 4- 0 0- 0 0 O w Q w cm _i// � O L O w z ui 0 O 0 O 0 Cj 0z wO 000 j Q O O w j cn a w w � W CL � Q Q w O 3: O IL tL Lu w z O m ui O cn OLLJ w U m 0 O z w a: Q w z z w Q O > � J z a w Q = O O H m u o z U OO O ul o�zui O 0 z w m z o00 w LLJ � °oi -i¢� mJU 0 z O O w � w = ELzUcn 3: ct� t) a Ow LLJ O � z0 (n -+ Q Z W z CL z w j OU z = 0 0 Q MQ¢cn �UjU)O ca 0 w ui z 0 0 LLj U).t0= uioW� U)� w W M z O U O w z U) O fw-wOZOQ z w > U z Q O 0 0 0 LLI Cn L ~ zd;zo Lu 0- z w w m z H w u F=— 0 < ca U z O O O w w O of 0 z w uj 0 F- Q U j 0 o��m Q aw. OO STEP i. :. .... , ,..., ............................................................................................................................................................. ......................... ........_. EXT-20A EXT-20B........................................ NOTE: SECTION IS S 2x10 BLOCKING BETWEEN STUDS OR VERTICAL WEB OF OPEN WEEPS ACORN EXT-26a :..:.: �- /EXT-26A ; -..- ....................... .................................... .......................................................................... PVC PACKER ............................ ..............._...................................................................... PARTIALLY PULLED TRUSS(FOLLOW SLOPE OF ADJACENT ROOF AT EDGE NOTE: E: SECTION ION IS -......:.......:........................:.. :......;. AT EACH END : PEDIMENT W/ :.. OF FLASHING CROSSHEAD ..... KEYSTONE ��SIDING ��............................................. ..................... . ACORN ............................... ................. ... CROSSHEAD APART' FOR CLARITY STEP2. COMPANY APPROVED HOUSEWRAP INSTALLED AT LOWER ____ , PARTIALLY PULLED NOTE: ALL TAPES CROSSHEAD DAM, TYP. n is r PER PLAN PEDIMENT W/ ............................................................................................................ CROSSHEAD --.--- ....... STORY, BEHIND THE SUB FASCIA AFTER ALL SHEATHNG , APART FOR CLARITY MUST BE 3-ROLLED ...... i NOTE: ALL TAPES HAS BEEN INSTALLED. SEE EXT-46. ..- MUST BE J-ROLLED � @I- I - - COMPANY APPROVED GRADE'D'PAPER3-BORATE VENEER TIE - TREATED 2X4's (STEEL ANGLE BLOCKING) - � ��. ........ ........ ........ Z-OPENING L�STEP3. � OPENING STEP 4. COMPANY APPROVED HOUSEWRAP OPENING OPENING..... 7 PILASTERS7 7 PILASTERS l: COMPANY APPROVED LEAK BARRIER @ INTERSECTION OF OVER STRUCTURAL SHEATHING MOUNTED ROOF & WALL - LAP 18" EACH WAY COMPANY APPROVED BUTYL ; - TO BRICK "" .= u F U. FLASHING TAPE -- Ll ...... � ROOF UNDERLAYMENT- WRAP OVER 2X S AND LAP 12 UP WALL (FASTEN PER MFR S RECOMMENDATIONS) 2X STUD OR TRUSS CHORD BRICK VENEER MORTAR SCREEN ....:.. ELEVATION ELEVATION ELEVATION ELEVATION WEEP HOLE @ 24 O.C. SCALE: N.T.S. SCALE: N.T.S. SCALE; N.T.S. SCALE; N.T.S. 13 i i L: r . Su EP 6, COMPANY APPROVED METAL "Z" FLASHING - SET IN SEALANT STEP 7, SKIP -TAPE' HOUSEWRAP TO THROUGH WALL I FLASHING WITH IN 1ST COURSE ABOVE FLASHING COMPANY APPROVED SELF -ADHERING THROUGH WALL FLASHING. TURN _ Lu i w X 0 NOTE: THROUGH WALL (FLASHING MAY BE CUT FLUSH WITH THE FACE OF THE BRICKWORK. IN NO CIRCUMSTANCES SHOULD THE i2 6"x4"x 5/16" LLV STEEL ANGLE DRILLED FOR COMPANY DOWN OVER STEP FLASHING � Go FLASHING BE STOPPED BEHIND THE FACE OF THE BRICKWORK, 10 CORROSION -RESISTANT 16d NAILS @ 16" O.C. IN LONG LEG APPROVED BUTYL SEALANT ALONG TOP OF SAW KERF 00 Lu BRICK Z Z Z ZSIDING PER PLAN i i All, (LONG LEG VERTICAL) - (PLATE WELDED TO LOW END OF STEEL FLASHING TAPE CO o COMPANY ,APPROVED GRADED' PAPER177771 COMPANY APPROVED HOUSEWRAP l ANGLE TO KICK WATER OUT OF BRICK VENEER) Q COMPANIY APPROVED HOUSEWRAP ON EXT. STRUCTURAL SHEATHING NOTES: STEEL ANGLE STABILIZING FASTENERS NOT INTENDED ON EXT. STRUCTURAL SHEATHING TAPE DRIP CAP FLASHING TO SHEATHING WITH H _ FOR LOAD TRANSFER. FOR ROOF PIT CHES > 7:12, 3"0"x1/4" @ SEALANT TO BRICK COMPANY APPROVED BUTYL FLASHING TAPE y 7 � i 24" O,C, PLATE WELDED TO STEEL ANGLE 16d NAILS @ 16" COUNTER FLASHING ACORN PEDIMENT J'CHANNEL 'SKIP i i STEP S. O.C. STEP FLASHING D W/ CROSSHEAD _ -TAPE' HOUSEWRAP TO DRIP CAP FLASHING WITH COMPANY 8 CONTINUOUS BEAD OF COMPANY APPROVED SEALANT 6"x4"x5/16" LLV MIN. 2/3 OF BRICK MORTAR SCREEN APPROVED BUTYL FLASHING TAPE 1 STEP 9. STEEL ANGLE BEARING ON STEEL ANGLE 'SKIP -TAPE' HOUSEWRAP TO 'Y CHANNEL COMPANY APPROVED HOUSEWRAP OVER STEEL ANGLE DRILLED FOR SHINGLES THROUGH WALL FLASHING SET DRIP CAP FLASHING IN -SKIP TAPE CORROSION -RESISTANT WITH COMPANY APPROVED COMPANY APPROVED SEALANT, 3 � STEP g0. 16d NAILS @ 16° O.C. IN LONG LEG BUTYL FLASHING TAPE SEALANT TO BRICK TURN DOWN AT ENDS `,® \ 14 COMPANY APPROVED GRADED' PAPER AND MORTAR SCREEN (LONG LEG CROSSHEAD ACORN PEDIMENT OVER STEEL ANGLE VERTICAL) --TAPEFLASHING ATO W/ CROSSHEAD 5 ROOF UNDERLAYMENT - LAP SHEATHING ITH 1 NOMINAL PVC PACKER STEP 11. 12" UP WALL (FASTEN PER COMPANY APPROVED BUTYL BEHIND CROSSHEAD 22 ADDI T TONAL LAYER OF No. 15 ROOFING FELT ON ROOF TO BE (3) SIMPSON--� MFR'S RECOMMENDATIONS) FLASHING TAPE CROSSHEAD iS USED AS PROTECTIVE SURFACE DURING MASONRY WORK. SDS 1/4" X 6" COMPANY APPROVED LEAK PRIME[) STEEL LINTEL W/ OPEN TAPE DRIP CAP FLASHING TO J REMOVE THIS LAYER AFTER BRICK INSTALLATION (NOT SHOWN) WOOD SCREWS BARRIER AT INTERSECTION OF WEEP HOLES @ 24" O.C. & AT SHEATHING WITH COMPANY TRIPLE ROOF STEP i2. TO EACH STUD @ 16" O.C, ROOF &WALL -LAP 18" EACH WAY EACH END OF FLASHING DAM APPROVED BUTYL FLASHING TAPE TRUSSES OR RAFTERS FOR BRICK SUPPORT BRICK VENEER WITH WEEP HOLES @ 24 O.C. NOTE: SDS TRIPLE RAFTERS OR TRIPLE COMPANY APPROVED SELF -ADHERING THROUGH WALL 'SKIP -TAPE' HOUSEWRAP TO DRIP CAP FLASHING WITH COMPANY W/ MORTAR WEEP SCREEN SCREWS MAY BE TRUSSES W/ (2) 10d NAILS @16" FLASHING APPLIED DIRECTLY TO APPROVED BUTYL FLASHING TAPE FASCIA BOARD STEP 13. INSTALLED FROM THE STUD O.C. TO EACH TRUSS/RAFTER PLY SHEATHING W/ END DAMS 'SKIP SET DRIP CAP FLASHING IN I SAW KERF BRICK PARALLEL TO ROOF PITCH. INSTALL COMPANY APPROVED COUNTER FLASHING AND SEAL AT TOP OF KERF INTO THE TRIPLE ROOF MEMBER NAILED TO EACH OTHER NOTE: THROUGH WALL FLASHING -TAPE' HOUSEWRAP TO DRIP CAP FLASHING WITH COMPANY APPROVED BUTYL FLASHING TAPE -- COMPANY APPROVED SEALANT, -- TURNDOWN AT ENDS BRICK MOLDING OL STEP 14. MAY BE CUT FLUSH WITH THE FACE SET DRIP CAP FLASHING IN COMPANY APPROVED EXTERIOR DOOR KICKOUT FLASHING AT ROOF FASCIA TO BE TUCKED BEHIND "Z" OF THE BRICKWORK. IN NO SEALANT. TURN DOWN AT ENDS NOTE: SECTIONS METAL FLASHING STEP 15. CIRCUMSTANCES SHOULD THE FLASHING BE STOPPED BEHIND THE FACE OF THE BRICKWORK, BRICK MOLDING EXT-26A: EXT-268: ARE PARTIALLY ACORN PEDIMENT W/ CROSSHEAD NOTE: ALL TAPES CROSSHEAD 'PULLED APART' EXT-20A: EXT-208: NOTE: ALL TAPES ACORN PEDIMENT W/ CROSSHEAD CROSSHEAD MUST BE J-ROLLED FOR CLARITY MUST BE J-ROLLED SHINGLES SCALE; N.T.S. -- SCALE: N.T.S. __-- SCALE; N.T.S. SCALE: N.T,S. D fI � O V B ` /\ -- j U hI L E �U�u O� V u V FL /\ SP- H1 �C' - �'\� JhUl_ __ I�% �_ ��lV � C K OVER �i�1� j O ® 0 ® -BYR F S�RU I� I� O C i i O � L h i� /\` �. EXT-45A D-9 FL/�1�-�_��G uU� �/�� i� J) S F /I\� i� EXT-26 j��b-��. NJ�� Fl�\��/\ ' U N u I` J N � � D-9 \ o XT-20 /\ - ETA �� u� �� D-9 GE — NOTE: SECTION IS PAR T IALLY 'PULLED 2x10 BLOCKING BETWEEN STUDS OR VERTICAL WEB OF TRUSS (FOLLOW SLOPE OF ADJACENT ROOF AT EDGE) 6"x4"x 5/16" LLV STEEL ANGLE DRILLED FOR NOTE: FOR FURTHER 5/8" PROJECTION .... - ` APART' FOR CLARITY STEP 2. CORROSION -RESISTANT 16d NAILS @ 16" INFORMATION SEE ~ COMPANY APPROVED HOUSEWRAP INSTALLED AT LOWER STORY, O.C. IN LONG LEG (LONG LEG VERTICAL) EXT-45B & EXT-45C BRICK NOTE: ALL TAPES BEHIND THE SUB FASCIA AFTER ALL SHEATHING HAS BEEN BRICK SHOWN DOTTED MUST BE J-ROLLED INSTALLED. SEE EXT-46. NOTE: ALL TAPES STEP 3. FOR ROOF PITCHES > 7:12: MUST BE J-ROLLED 3-BORATE TREATED 2X4's (STEEL ANGLE BLOCKING) 3" x 3" x 1/4" @ 24" O.C. PLATE WELDED TO STEEL cn EXT. SHEATHING S u t P 4. SEALANT ANGLE � �s« 2x STUD WALL OR ROOF TRUSS COMPANY APPROVED LE B 0 AK BARRIER INTERSECTION S CTION OF ROOF & WALL -LAP 18 EACH WAY 1X3 PVC TRIM SEALANT �; 16d NAILS @ 16 O.C. o — co 0 $ = € ~ c� r .. d- ONE ` �'r STEP 5. "J" CHANNEL 4" MIN, COURSE µ ip ROOF UNDERLAYMENT- WRAP OVER 2X'S AND LAP 12" UP WALL (FASTEN PER MFR'S RECOMMENDATIONS) SIDING VARIES 6 ~ ~ _-- 4 STEP 6. COMPANY APPROVED METAL Z FLASHING- SET IN SEALANT MIN. 11/2 DIA. 12 0... 0 �I=»=,..�_.. l S STEP 7. 6"x4"x 5/16" LLV STEEL ANGLE DRILLED FOR BACKER ROD AT QUOINED BRICK -RESISTANT 16d NAILS @ 16" O.C. IN LONG LEG —CORROSION 3 RAFTERS OR �w w 0 .: 1 (LONG LEG VERTICAL) - (PLATE WELDED TO LOW END OF STEEL QUOINED BRICK 3 TRUSSES CORNER CONDITION w 7 ANGLE TO KICK WATER OUT OF BRICK VENEER) -.-:.._.�..--.. :.-; EXT-45A (2x6 MIN.) - � M NOTE: STEEL ANGLE STABILIZING FASTENERS NOT INTENDED BRICK WALL -BRICK RETURN o v? i3 FOR LOAD TRANSFER BRICK VENEER ELEVATION VIEW a 8 STEP 8. 2X EXTERIOR 5/8" PROJECTION CONTINUOUS BEAD OF COMPANY APPROVED SEALANT STUD WALL HOUSE WALL 'SKIP TAPE' HOUSEWRAP TO 6 A ANGLE WITH PANY ........\ STEP 9. COMPANY APPROVED HOUSEWRAP OVER STEEL ANGLE APPROVED BUTYL FLASHING TAPE COMPANY APPROVED LEAK .' ' BRICK ]CHANNEL -'SKIP-TAPE' f WRAP GRADE D PAPER 36" BARRIER AT INTERSECTION , OF ROOF & WALL - LAP 18" �(�� 3 AIR SPACE I MIN. AROUND CORNER EACH WAY , �`\� 1X3 PVC TRIM _ _ is COMPANY STEP 10. APPROVED GRADE 'D' PAPER AND MORTAR SCREEN COMPANY APPROVED ROOF UNDERLAYMENT - LAP �'' ""` OVER STEEL ANGLE GRADE D PAPER OVER HOUSEWRAP 12 UP WALL (FASTEN PER ,, CUT FIRST FACE BRICK ROOF SHEATHING S u GP 11. MFR'S RECOMMENDATIONS) �''� A "^�- EVEN WITH BACK OF TRIPLE ROOF ADDITIONAL LAYER OF No. 15 ROOFING FELT ON ROOF TO BE COMPANY APPROVED �� QUOTNED BRICK 0 xz TRUSSES USED AS PROTECTIVE SURFACE DURING MASONRY WORK. HOUSEWRAP & GRADE'D' OR RAFTERS FOR REMOVE THIS LAYER AFTER BRICK INSTALLATION (NOT SHOWN) j PAPER LAPPED OVER ANGLE ONE - COURSE HORIZ. SIDING BRICK SUPPORT STEP it ( (3) SIMPSON SDS 1/4" X 6" ' BRICK VENEER WITH WEEP HOLES @ 24" O.C. W/ MORTAR WEEP ( WOOD SCREWS TO EACH W 2M �41 SCREEN STUD @16" O.C. = rv="`F SEALANT 0 STEP 13. NOTE: SDS SCREWS MAY BE 8„ ` 2 SAW KERF BRICK PARALLEL TO ROOF PITCH. INSTALL COMPANY _ INSTALLED FROM THE STUD INTO THE TRIPLE ROOF 3 RAFTERS OR '--M---�_,. APPROVED COUNTER FLASHING AND SEAL AT TOP OF KERF MEMBER 3 TRUSSES Y \ (2x6 MIN.) S u EP 14. INI KICKOUT FLASHING AT ROOF FASCIA (NOT SHOWN) TO BE TUCKED BEHIND METAL "Z" FLASHING SECTION @ OUTSIDE CORNER ISOMETRIC VIEW (NOT TO SCALE) END CONDITION BRICK WALL - SIDING RETURN 17)) Fin�/ %% O � D D D � /\ EXT-456 �l 7, i� / 0 i� n✓ i� �� 0,U0 NED COu ONE O o n� URcK\ EXT 43A l� %� Q iJ c //\� i� //\� 0��V0 O �% ER �-'l �ODLE DE L EXT-45 p r� �� n� o �/ EXT-43 E C(D NE- �j /\ u� DDD O� I� �� /\ �� D-9 D-9 G- D-9 ��cS�O�'N\ U��11� D-9 ��autuuuuunui N N E O GISTE �uuimtt.t.. Q¢¢ Q Q Q Q Q Q '--' Q c L a� = � � Q Q ui o ra z a� LO � o c")0 [� ca 2: >- _rw_ 'U 6 T .a� E c � a > _. 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I HIMun WALL MORTAR SCREEN FLASHING MAY BE CUT j SOFFIT OR 4' MAX. UPPER COMPANY APPROVED HOUSEWRAP ROOF CONTINUOUS TO UNDERSIDE OF SOFFIT _ FLUSH WITH THE FACE COMPANY APPROVED OF THE BRICKWORK. IN i �� GRADE D PAPER NO CIRCUMSTANCES COMPANY APPROVED SHOULD THE FLASHING �\� \\ ' \� ' 2X EXTERIOR :STUD WALL PER PLAN I r� SIDING PER PLAN -- COMPANY APPROVED ( I 1 NOTE: I SECTION IS PARTIALLY LEAK BARRIER TO EXTEND UP MAIN ROOF BE STOPPED BEHIND HOUSEWRAP OVER HOUSEWRAP OVER SHEATHING BEYOND EXTERIOR 'PULLED APART' FOR EDGE OF CRICKET EXT, STEP FLASHING PER DETAIL EXT. 46 THE FACE OF THE SHEATHING BRICKWORK. �� ''' 'SKIP -TAPE' HOUSEWRAP TO COMPANY APPROVED GRADE 'D' PAPER SELF -ADHERING LEAK BARRIER CLARITY SHEATHING - No.15 ROOFING FELT ROOF SHINGLES \ �� THROUGH WALL FLASHING OPEN WEEP HOLES @ � ;: ,%; WITH COMPANY APPROVED 'Y CHANNEL AIR SPACE �LJ SIDING 24" O.C. & AT EACH %;,!%; , , BUTYL FLASHING TAPE END OF FLASHING DAM OO� c� NOTE: ALL TAPES MUST BE T mrn D —� II_IN //�' - (SIDING ONLY) j _ ROOF �'�� SHEATHING SELF -ADHERING / SELF -HEALING LEAK \\ COMPANY APPROVED \\ sn , BRICK VENEER �\\ SELF -ADHERING THROUGH O " ' WALL FLASHING APPLIED BACKER ROD DIRECTLY TO SHEATHING & SEALANT NI END DAM, TYP, OGAf� „T�IVI L-L DLHV VdIVTL .._ j' CASING W/ COMPANY APPROVED SEALANT MANUFACTURED STONE _ i_raiil I cn J-IIVLLLV I BARRIER OVER ENTIRE CRICKET AND 18" WAINSCOTING CORNER 4 CMU (BRICK VENEER ABOVE) SEE EXT-39 / BEYOND VALLEY �- RETURN LOWER ROOF 2X OVERFRAMING PER PLAN � MUST MAINTAIN MIN. PRIMED STEEL LINTEL 1/4" GAP BETWEEN PER GN 1.1 1/2" MORTAR SETTING BED OF TYPES' MORTAR APPLIED TO BACK OF MANUFACTURED STONES I MANUFACTURED STONE VENEER V WINDOW —� AND BRICK AI TOP AND SIDES �� (VOTE: ALL TAPES 2.5 LB/SQ, YARD SELF -FURRING 2.5 LB/SQ. YARD SELF -FURRING CORROSION I SECTION @VALLEY A -A v [MUST BE ]-ROLLED WINDOW ASSEMBLY CORROSION RECTCTANIT I ATu (ATTArW V..vIVIVVJ1VIV 1\.LJdJ II'VIVI Lr1111 ,/ll InVll WITH APPROVEED MASONRY FASTENERS) MORTAR JOINT WHERE USED RESISTANT I ATH TIUSTAI I FD HORTZONTAI I Y. I FASTEN OVER DRAINAGE MAT W/ GALVANIZED STEEL FASTENERS THAT PENETRATE THE STUD fr� - LESS THAN 18 BETWEEN I � I �\ I � O FLASHING � ��\ � �- o EXT-32B %\ D-10 OO L R E L� P T I CA L O P E N� O� MANUFACTURED STONE WAINSCOTING SECT ION @ OUTSIDE CORDER �-- MIN. 3/4". (16 GA. STAPLES W/ 3/4" CROWN & I 1 1/2" LEG OR MIN. 1 1/2" LONG 11 GA, NAILS W/ 7/16" HEAD). DRAINAGE MAT INSTALLED OVER VERTICAL SURFACE AND VALLEY COMPANY APPROVED HOUSE WRAP PER REQUIRES SELF -ADHERING / / SELF -ADHERING / NOTE: THROUGH WALL MORTAR SCREEN 2X EXTERIOR :STUD WALL PER PLAN I MANUF. INSTRUCTIONS. HOUSE WRAP SELF HEALING LEAK BARRIER CONTINUOUS TO UNDERSIDE OF / SELF -HEALING LEAK ` , „ � BARRIER CONTINUOUS TO SOFFITFOR A LENGTH OF 6 -0 �y UNDERSIDE OF SOFFIT FLASHING MAY BE CUT FLUSH WITH THE FACE COMPANY APPROVED GRADE D PAPER OF THE BRICKWORK. IN ' COMPANY APPROVED HOUSEWRAP OVER SHEATHING COMPANY APPROVED GRADE'D' PAPER TO OVERLAP FLANGE OF WEEP SCREED 1/2" THICK, BROWN SCRATCH COAT _� ABOVE OR 4' MAX. FORA NO CIRCUMSTANCES �- COMPANY APPROVED SELF 7/16" OSB STRUCTURAL SHEATHING j LENGTH OF 6'-0" A / / p A SrluuLu I rIt ruaSHiNu HOUSEWRAP OVER BE STOPPED BEHIND EXTERIOR SHEATHING THE FACE OF THE BRICKWORK, ;,j; SKIP -TAPE' HOUSEWRAP TO -ADHERING LEAK BARRIER AIR SPACE CUMPAIVY APPRUVEU HUUSt WRAP COMPANY 'SKIP -TAPE' HOUSEWRAP TO WEEP SCREED WITH COMPANY APPROVED A , - �C 'O ; ,; „ THROUGH WALL FLASHING WITH COMPANY APPROVED 5/4" TRIM AT BUTYL FLASHING TAPE 3 1/2" WEEP SCREED WRAP LEAK BARRIER 6" I I OPEN WEEP HOLES \ %,, ,/, �;% 24" O.C. & AT EACH 4,,; %'i, BUTYL FLASHING TAPE , , END OF FLASHING DAM `` J ^� COMPANY APPROVED JAMB \ '�! a." \* �..� � (ASTM C1063 COMPLIANT) NO MORTAR AT THIS JOINT MIN, AROUND FRONT WALL / BRICK VENEER SELF -ADHERING THROUGH FLASHING; HOLD BACK FROM I I T WALL FLASHING APPLIED E-Z BEAD VINYL CASING W/ COMPANY APPROVED 4" CMU - - FRONT EDGE OF STONE / I SELF -ADHERING / BACKER ROD DIRECTLY TO SHEATHING (BRICK VENEER ABOVE) cCAI ANIT• SELF -HEALING LEAK BARRIER 18" BEYOND VALLEY - TYP. LOWER ROOF _ _- _ _ _ _ _ _ _ _ & SEALANT PRIMED STEEL LINTEL �j PER GN-1.1 I. 4 1/2" MORTAR SETTING BED OF TYPES' MORTAR APPLIED TO BACK OF MANUFACTURED STONES 2.5 LB/SQ. YARD SELF -FURRING 1/2 „ MORTAR SETTING BED OF TYPE 'S' MORTAR APPLIED TO BACK OF MANUFACTURED STONES LINE OF WALL BELOW MIN. END DAM I YP. CORROSION RESISTANT LATH ATTACH ( //\ ( 1/2" BROWN SCRATCH COAT ON METAL LATH PLAN VIEW / MUST MAINTAIN MIN. NOTE: ALL ,APES 1/4" GAP BETWEEN WINDOW AND BRICK '^ � MUST BE 3-ROLLED %AIlIn-rLl APPROVrn nIMDUINKT rnrrrnlrnr, � VVlln HI'r'KVVICV I`IHJVIVKT IHJICIVCKJf MANUFACTURED STONE WAINSCOTING AT TOP AND SIDES SECTION @ GARAGE DOOR PIER NOTE: HEIGHT OF WAINSCOTING DETERMINED BY WINDOW SILL ELEVATIONS I WI1.'D04N ASSEMRLV II V l \ �� G�) �� O J �\ VALLEY -1 EX 149A i� II \\ /\-� L�TI��\ EXT-32A n�� /\ u� /\ �� eJ u� �� EXT-39C j\ MAN h j\ �� I'h O u� EXT-39A N i� /\ O i� �T O /\ L VAYA L L D-10 ®V � '�\ � /\ � If� j\ u� � �� D-10 _ II \\/J u �\ u ��//-�_� �� O u � � a G-� �_� D-10 \l u 1\ � /\ � WAL" O U u) u YJ�� J� u\�1 D-10 �` HORIZONTAL SIDING COMPANY APPROVED HOUSEWRAP SELF -ADHERING / SELF -HEALING LEAK BARRIER CONTINUOUS TO UNDERSIDE OF SOFFIT OR 4' MAX. COMPANY APPROVED HOUSEWRAP UPPER CONTINUOUS TO UNDERSIDE OF SOFFIT ROOF i - ----------- ---- ------------,;----- NOTE: TAPE DRIP CAP FLASHING TO SHEATHING WITH I COMPANY APPROVED BUTYL FLASHING TAPE LEAK BARRIER TO EXTEND UP MAIN ROOF SKIP -TAPE' HOUSEWRAP TO DRIP CAP FLASHING W/ BEYOND EDGE OF CRICKET �r—r-�rrr-��r_ r �,T, I, vrnlrrn SECTION IS �- COMPANY APPROVED BUTYL FLASHING TAPE, TYP. EXl C STEP FLASHING PER DETAIL EXT. 46 SHEATHING _ No.15 ROOFING FELT OF SHINGLES SIDING I I ---------- ? • DrcdU\ uclvccK COMPANY APPROVED NOTE: SECTION IS GRADED' PAPER PARTIALLY 'PULLED COMPANY APPROVED HOUSEWRAP ON EXTERIOR PARTIALLY APART' FOR CLARITY J' CHANNEL W/ WEEP HOLES, DRILL 1/4" HOLES AT THE BOTTOM OF THE'J' - 3" FROM ANY DOOR OR WINDOW OPENING AND AT 12" O.C. OPTIONAL E-Z BEAD VINYL CASING W/ J MOLD I N --~ I ................................... . :............,,, ART, FOR AP R CLARITY SITRUCTURAL SHEATHING NOTE: ALL TAPES MUST COMPANY APPROVED SEALANT CAP FLASHING W/ CONT. COMPANY (SIDING ONLY) ROOF SHEATHING ___ /// SELF -ADHERING / SELF -HEALING . `' 7\ NOTE: ALL TAPES WALL TIES @ M" HORIZ MUST BE J-ROLLED U I @ 16 VERT. MORTAR SCREENSEAL BE 3-ROLLED APPROVED SEALANT I Il I �� STONE WATERTABLE/SILL: 18"-20" I LENGTHS, DEPENDING ON MANUF. BACK LEAK BARRIER OVER ENTIRE CRICKET AND 18" BEYOND VALLEY } SEALANT — -- A 'SKIP -TAPE' HOUSEWRAP TO THROUGH WALL FLASHING WITH COMPANYMINI WINDOW SILL FLASH'G/SUP ORT STRIP: 11/2" X 2" X 13/8" X 18 GAGE LOWER ROOF STEP 1: OSB SHEATHING ./Q.YARDAPPROVED BUTYL FLASHING TAPE GALV. CLIP - ATTACH TO STUDS W/ (2) 2X OVERFRAMING PER PLAN STEP 5: 5/4" x 4" STEP 2: SELF ADHERING LEAK PVC BARRIER. MIN, 12 EACH SIDE SELF -FURRING WEEP HOLES @ 24" HORIZONTALLY CORROSION RESISTANT LATH (ATTACH WITH TOOLED MORTAR JOINT 2x_ EXTERIOR STUD WALL W/ BA17 CORROSION RESISTANT FASTENERS I MINIMUM 1" INTO STUDS/BLOCKING SECTION @ CRICKET A -A STEP 3: COMPANY APPROVED APPROVED MASONRY COMPANY APPROVED SELF -ADHERING INSULATION, T1'P. 1/2" MORTAR SETTING BED OF TYPES' MORTAR APPLIED TO BACK OF MANUFACTURED STONES HOUSEWRAP FASTENERS) THROUGH WALL FLASHING APPLIED EXTENT OF SELF -ADHERING / STEP 4: ALUM WRAP/FLASHING DIRECTLY TO SHEATHING W/ COMPANY 4" CMU ` APPROVED CONTINUOUS SEALANT GATT INSUL. TYP, MORTAR JOINT (WHERE USED) I SELF -HEALING LEAK BARRIER MIN. 5" RETURN (N.C. ONLY, ADD R-19 MANUFA�URED STONE VENEER I CONTINUOUS TO UNDERSIDE OF STEP 5: 5/4" x 4" PVC SHONE WATERTABLE/SILL: 18"-20" LENGTHS DEPENDING INSULATION TO FLOOR SYSTEM W/ CRAWLSPACE 2.5 LB/SQ. YARD SELF -FURRING CORROSION SOFFIT ABOVE OR 4' MAX. rr, STEP 6: DRAINAGE MAT OVER HOUSE WRAP ON MANUFACTURER I RESISTANT LATH INSTALLED HORIZONTALLY, FASTEN OVER DRAINAGE MAT W/ GALVANIZED OVERFRAMED CRICKET- o z STEP 7: E-Z BEAD VINYL CASING MORTAR JOINT (WHERE USED) STEEL FASTENERS THAT PENETRATE THE STUD MIN. 3/4". (16 GA. STAPLES W/ 3/4" CROWN & 1 1/2" LEG ACTUAL SLOPE OF CRICKET N ��`� PER ROOF PLAN o JQ O W/ 3/8" FLEXIBLE EXTRUSION / J-BEAD 1/2" MORTAR SETTING BED OF TYPE'S' MORTAR APPLIED TO I OR MIN. 1 1/2" LONG 11 GA, NAILS W/ 7/16' HEAD), BACK OF MANUFACTURED STONES 1/2" THICK, BROWN SCRATCH COAT o 0 0 / EXTENT OF SELF -ADHERING STEP 8: 2.5 LB/SQ. YARD SELF -FURRING CORROSION RESISTANT LATH INSTALLED ................................................................... MANUFACTURED STONE WAINSCOTING DRAINAGE MAT INSTALLED OVER COMPANY m / SELF -HEALING LEAK Lu 0 � w BARRIER BEYOND EDGE OF HORIZONTALLY, FASTEN OVER DRAINAGE MAT W/ GALVANIZED STEEL FASTENERS ______T__- , -- _ -- BOOM OF STONE NOT 10 BLOCK WEEP HOLES AND TO BE. APPROVED HOUSE WRAP PER MANUF. I INSTRUCTIONS, HOUSE WRAP TO OVERLAP FLANGE r OF WEEP SCREED o CRICKET THAT PENETRATE THE STUD MIN. 3/4". 0 1/2" MIN ABOVE PORCH (IRC 2012/ 2015 ONLY) ' UJ z 0 fi` SELF -ADHERING / x o V I SELF -HEALING LEAK �-J ' z BARRIER CONTINUOUS (10 UA. S IAPLES VV/ 3/4" CROVVIN & 1 i/2" LEG OR MIN, 1 1/2" LONG 11 GA. NAILS W/ 7/16" HEAD ) kxx 0 2" MIN ABOVE PAVING / ROOFING COMPANY APPROVED 0 4" MIN ABOVE LANDSCAPING HOUSEWRAP AND WEEP HOLES AT 32" O.C. HORIZONTALLY GRADE 'D' - RUN 1" I 7/16" OSB S T RUCTURAL SHEATHING COMPANY APPROVED HOUSE WRAP 'SKIP -TAPE' HOUSEWRAP TO WEEP SCREED WITH q TO UNDERSIDE o A / OF SOFFIT ABOVE STEP 1 2" 9 / THICK BROWN/SCRATCH COAT STEP 10: 1/2" MORTAR SETTING BED OF ABOVE SOLID GROUT, MIN. BELOW SILL PLATE _ COMPANY APPROVED BUTYL FLASHING TAPE 3 1/2" WEEP SCREED (ASTM C1063 COMPLIANT) EL=-8"/ WRAP LEAK BARRIER 6" MIN. / < TYPE MORTAR APPLIED TO BACK OF MANUFACTURED STONES SLOPE GRADE MIN. 2% AWAY FROM BLDG. BOTTOM OF WEEP SCREED TO BOTTOM OF STONE TO BE: 0 1/2" MIN ABOVE PORCH (IRC 2012/ 2015 ONLY) AROUND FRONT WALL N 00 TERMINATE 2" 0 2" MIN ABOVE PAVING / ROOFING / T' STEP 11: STONE VENEER W/ E-Z BEAD PARGING BELOW TOP OF 0 4" MIN ABOVE LANDSCAPING HATCHED AREA INDICATES AT EDGES GROUT SOLID (4" ONLY) FOUNDATION WALL EXTENT OF CRICKET I TERMINATION OF CRICKET STEP 12: VINYL SIDING W/ J-CHANNEL o-CONCRETE FOUNDATION WALL - A CONCRETE FOUNDATION WALL - SEE FND-1 FOR LOWER ROOF � �( �- _ _ _ _ _ _ _ / — NOTE: SECTION @ INSIDE CORNER SECTION IS PARTIALLY � V SE_E FIVD-i FOR FOUIVDAITOPv IivFO \ I i i ' ' i i FOUNDATION INFO PLAN VIEW LINE OF WALL BELOW 'PULLED APART' FOR CLARITY NOTE: HEIGHT OF WAINSCOTING DETERMINED BY WINDOW SILL ELEVATIONS VA L il-- �= u D �\ C 11� u ' L /\ S H I� GG EXT-49 I N S � I� �� COI\\ N E I_R\ �� i� j� � L F O _\ EXT-52 u � �\ � C K VI /\ N U F /\ C � U �\ = D e� TO u� E EXT-39B � � EXT-39 IIII /\ /\ �� hI /\ O�,\ D-10 O� u G �1�� li-�1� \% �� u CAL VAVIAL� 0��E D �� D �u��-J D-10 p II i( f LO" V��// /\ �L��C�CO a i� u lrl\ uL D-10 �`��" O�� O=O � � � i� �\ ��Oo��O 0,�,� D��OOO OO T OIL D-10 l I I I I I I I \\\\\'000 Qe� • = W'S tEIRtU 50 \\\`\"\, ¢¢¢ a ¢ ¢ ¢ Q Q Q Q¢ Q — ¢ c ¢ ¢ Q) = ui ru ro z � O o U (!) 61 073L m W 'o FD o > E (O _ ra ru ~ r, Ld �- < Ln r M r �... 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PT GIRDER 3'-0" I GRADE Nl�) 6X6 PT WOOD POST PER --� PLAN SIMPSON ABU66Z POST ANCHOR OR APPROVED EQUIVALENT CONCRETE FOOTING FOR HOUSE SUPPORTED DECK: 5/4x6 PT DECKING INSTALLED DIAGONALLY OR BRACED WITH 2X4s BELOW. FOR SELF -SUPPORTED DECK: 2x4 BRACING REQUIRED IN BOTH DIRECTIONS. 2X4 P.T. BRACE FASTENED TO GIRDER W/ (2) SIMPSON SDS 1" X 31' WOOD SCREWS AT EACH END 2X4 P.T. BRACE IN BOTH DIRECTIONS IF SELF -SUPPORTED. �— ADD ANGLED 2X4 BRACING AT EACH POST WHEN THE DECK IS 6'-0" OR MORE ABOVE GRADE FOOTING/SONOTUBE SIZE: REFER TO DETAIL FR-32K TO DETERMINE CONC. PIER SIZE BASED UPON SOIL PROPERTIES AND ACTUAL DECK DIMENSIONS _f BOTTOM OF FOOTING TO BE AT OR BELOW LOCAL FROST DEPTH EXT STRUCTURAL SHEATHT"JG 2X STUDS @ 16" O.C. FLOOR JOIST PER PLAN 4" BRICK VENEER LUS21OZ JOIST HANGER 2X10 PT BAND BOARD 4" AT SINGLE-FAMILY & MULTI-STORY/TOWNS; k� FLUSH AT SINGLE -STORY TOWNS & r MULTI-FAMILY/CONDOMINIUMS T-0" MAX. ��— 18" DIA. MIN. PIER FOR 1,500 #/SQFT PRESUMED SOIL BEARING CAP.(-TTY; CONTACT TOLL ARCH WITH SOIL BEARING REPORTS FOR REDUCED FOOTING SIZE 9'-0" MAX. SPAN TO CENTER LINE OF GIRDER FOOTING/SONOTUBE SIZE: REFER TO DETAIL FR-32K TO DETERMINE CONC. PIER SIZE BASED UPON SOIL PROPERTIES AND ACTUAL DECK DIMENSIONS. L-� r_YTP TDII('TIIDAI CWr_ATWTrIC L l . J I I\V �..I NAL J11L/111111VV STEP 2 NOTES: DRIP EDGE (SEE BELOW) 1. ALL LUMBER USED FOR EXPOSED EXTERIOR STEP 3 DECKS SHALL BE PRESSURE TREATED. MIN. 24" WIDE SELF -ADHERING / 2, ALL CONNECTORS, HANGERS, AND FASTENERS SELF -HEALING LEAK BARRIER THAT r(1Mr- TN mKITArT IAITTH PPFCClIPF STEP 4 TREATED LUMBER MUST BE Z-MAX COATED COMPANY APPROVED HOUSEWRAP (G185 GALVANIZED) OR POST HOT -DIP STEP 5 GALVANIZED AT A MINIMUM. 2x10 P.T. DECK LEDGER - INSTALL PRIOR TO 3. REFER TO FR-32B FOR ALTERNATE 12" CTI Inc n SIDING (RECOMMENDED) DIAMETER CONCRETE PIER ON 2'-0" X 2'-0" J I V_ ` S I EP 6 CONCRETE FOOTING. 16" O.C. PVC -COATED ALUM. FLASHING W/ COATED 4. REFER TO FR-32C FOR LEDGER ATTACHMENT SIDE FACING TREATED LUMBER. EXTEND INFORMATION FLASHING 8" MIN. UP WALL FROM LEDGER. 5. REFER TO FR-32K TO DETERMINE CONC. PIER OR SIZE BASED ON SOIL PROPERTIES AND SELF -ADHERING, SELF -HEALING, COMPANY ACTUAL DECK DIMENSIONS APPROVED FLASHING. EXTEND FLASHING 8" MIN. UP WALL FROM LEDGER. 5/4 X6 PT CAP STEP 7 2X4 PT RAIL TOP AND 2X2 PT SPINDLES SECURED HOUSEWRAP APRON - EXTEND MIN. 6" OVER BOTTOM, CONT TO RAILS SO FLASHING CANNOT THOUGHSPHERE 4 AT SINGLE: -FAMILY &MULTI -STORY / RAIL I U PUS I CUNNEU I IUN, (3) SIMPSON z 4X4 PT DECK POST @ TOWNS, FLUSH AT SINGLE STORY TOWNS & SDS 1/4" X 3 1/2" SCREWS OR APPROVED � 6'-0" O.C. MAX MULTI -FAMILY/ CONDOMINIUMS FR EQUIVALENT, TOP AND BOTTOM o _ .. M PICKET TO RAIL CONNECTION, FLOOR JOIST 32C 5/4 X6 PT DECKING (1) SIMPSON #7 x 2 1/2" TRIM PER PLAN LUS21OZ JOIST HANGER ATTACHED TO `�\ 2X10 PT JOISTS @ 16" O.C. HEAD WOOD DECKING SCREW LEDGER AND RIM BOARD W/ (8) #9 x 2 1/2" TOENAIL TO GIRDER W/ (3) 8d N OR APPROVED EQUIVALENT, SD SCREWS IBY SIMPSON, TYP. TOP AND BOTTOM FLOOR FRAMING - 1 1/8" ENGINEERED BAND BOARD a PER PLAN (2) 2X10 PT GIRDER i 2X10 PT BAND JOIST �- (2) SIMPSON SDS 4" x 3 2" FASTENERS @ 16" O.C. TOP & BOTTOM OR 5/8" HD GALV. THRU-BOLTS @ 16" O.C. W/ WASHERS AT EACH END (PRE -DRILLED AND HOLES FILLED WITH SEALANT PRIOR TO INSTALLING SCREWS) SEE STEP 5 IN LIST ABOVE I \-- SEE STEP 2 IN LIST ABOVE NOTE: BOLTS/FASTENERS SHALL BE PLACED MIN. 2" FROM TOP OF LEDGER AND MIN. 2" FROM EACH END. FASTENERS SHALL BE STAGGERED ,ALONG THE LENGTH OF THE LEDGER. VERTICAL DISTANCE BETWEEN FASTENER ROWS SHALL NOT EXCEED 5". I I (2) 1/2" DIA. THRU BOLTS (NON -CORROSIVE) W/ CUT WASHERS AT EACH END OF BOLT N 6X6 PT WOOD POST @ 6-0" O.C. MAXIMUM 17-7 SIMPSON ABU66Z POST ANCHOR OR APPROVED EQUIVALENT 18" DIA. MIN. PIER FOR 1,500 #/SQFT PRESUMED SOIL BEARING CAPACITY; CONTACT TOLL ARCH WITH SOIL J BEARING REPORTS FOR REDUCED FOOTING SIZE 2'-0' MAX. (1/4 OF MAIN inl_n11 MAV CDAKI SPAN MAX.) (2) 1/2" DIA. THRU BOLTS (GALVANIZED) W/ CUT WASHERS AT EACH END OF BOLT DTT2Z W/ (8) SDS 1/4" X 1 1/2" AT EACH POST, REFER TO FR-32J 5/8" DIA. WEDGE, EPDXY OR, ANCHOR BOLT BOTTOM OF FOOTING TO BE AT OR BELOW LOCAL FROST DEPTH BRACE DETAIL @ DECKS 6 rc -32F SELF SUPPORTED DECK SECTION @ BRICK RD-1 DECK SECTION @ PARALLEL R-32C R-32A FT ABOVE GRADE -11 VENEER (OR EXISTING STUCCO) FRAMING D-11 DECK SECTION D-11 12'-0" OVERALL MAX. 21-011 NOTE: 5/4 X6 PT DECKING RAIL TO POST CONNECTION, (3) SIMPSON SDS 1/4" x 3 i 10'-0" MAX. MAIN SPAN MAX. MAX,TILEVER MUST BE LESS THAN 1/2" SCREWS OR APPROVED EQ. EQ. 1/4 OF MAIN SPAN EQUIVALENT, TOP AND BOTTOM 2X2 PT SPINDLES SECURED NOTE: 5/4 x6 P.T. CAP TO RAILS SO 4" SPHERE SEE FR-32A AND FR-32C FOR - CANNOT PASS THOUGH ADDITIONAL INFORMATION 2X10 P.T. BANDBOARD 1 1/2" DIAMETER HANDRAIL FOOTING/SONOTUBE SIZE: / \ 6x6 P.T. POST ON 34" ABOVE NOSING REFER TO DETAIL FR-32K TO X DETERMINE CONC, PIER SIZE \ CONC. PIER z z_ BASED UPON SOIL PROPERTIES - 2X6 P.T. SLOPED TOP RAIL; AND ACTUAL DECK DIMENSIONS. DTT2Z W/ (8) SDS o CONNECTION W/ (3) SIMPSON 2X10 P.T. JOISTS @ 16" O.C. 1/4"xl /2" @ EACH SDS 1/4" X 3 1/2' SCREWS OR , x R TO FR-32J APPROVED EQUIVALENT TO POST Q M ~ CONNECTIONI 1/2" DIAMETER (3) 2X10 PT GIRDER HANDRAIL 34" ABOVE NOSING 2x10 P.T. DECK v RIM BD. 2X10 PT JOISTS JOISTS o 4x4 P.T. DECK POST @ 16" O.C. 1X_ P.T. KICK BOARD TYP. AT - ALL RISERS SIMPSON HUC210-2 @ 6'-0" O.C. MAX. HANGERS SIMPSON BCSZ2-3/6 2x10 P.T. LEDGER X 4X4 P.T. WOOD POST (TYP, FOR 2-2x10) L J J\ THRU-BOLTED TO STRINGER o. W (2) 5/8" DIA. GALVANIZED 2x10 P.T. LEDGER CONC. FND. WALL BELOW ` I THRU BOLTS W/ WASHERS I - is BOTH ENDS ............................... 6X6 PT WOOD POST @ a R-32A 8'-0" O.C. MAXIMUM ILLX D-11 (4) 2X12 P.T. STRINGERS W/ ...................................................... X 5/4 X 6 P.T. DECK TREADS SIMPSON ABU66Z POST ANCHOR (5) 2X12 P.T. STRINGERS W/ I I OR APPROVED EQUIVALENT I - 0 1X6 "TREX" DECK TREADS I 12" SQ. OR DIA. ( 2-2X10 P.T. GIRDER 8" WIDE CONCRETE TRENCH CONCRETE PIER MAIN HOUSE FRAMING -- FOOTING TO LOCAL FROST 22" DIA. MIN. CONC. PIER FOR _f — DEPTH 1,500 #/SQFT PRESUMED SOIL NOTE: BEARING CAPACITY LUS21OZ HANGER ATTACHED PER ul) L L J SEE FR-32 THROUGH FR-32K 2'-0" 11 1011 MANUF. SPECS, TYP. U.N.O. DTT2Z W/ (8) SDS 4" X 11" AT FOR MORE INFORMATION SQUARE 24" X 24" X 8" CONCRETE DIAMETER EACH POST, REFER TO FR32-J FOOTING FOR 1,500 0 0 2'-0' MAX. #/SQFT PRESUMED SOIL FULL DEPTH BLK. (1/4 OF MAIN SPAN) FOOTING/SONOTUBE SIZE: BEARING CAPACITY REFER TO DETAIL FR-32K TO DETERMINE CONC. PIER SIZE NOTE: (2) 1/2" DIA. THRU BASED UPON SOIL PROPERTIES SEE FR-32C FOR LEDGER BOLTS (GALVANIZED) AND ACTUAL DECK DIMENSIONS, ATTACHMENT INFORMATION W/ CUT WASHERS AT FOOTING/SONOTUBE SIZE: EACH END OF BOLT REFER TO DETAIL FR-32K TO DETERMINE CONC. PIER SIZE BASED UPON SOIL PROPERTIES AND ACTUAL DECK DIMENSIONS. DECK SECTION @STAIRS HD DECK FRAMING @ FR-32L ALTERNATE POST DETAIL R-32B DEFR-32 CANTILEVERED FIREPLACE D-11 D-11 CK FRAMING PLAN D-11 O C OV, O �•1 Fs ; o e � s e Q ■ �•� /UU G/STEAED^�� Q er Q Q Q Q Q Q Q Q Q Q = Q Q Ln o ca z n cn O aT o u U C� co � o N .2 a� E c � U N ,2 O a w > -' a)m 0 a ui Nt U; O d M 0Lo a a ` to Ram r v3 N - N £ O OM 0 k w < G W J W 0 V 2-7 T�'I 0 U UJ c,.; zLu KiAL ci. L_ 0 U �:_ (ZS 4_j 0) LZ CL 2 C1. CID I-_ F_ -1 L41 a ;2�- ;;, ;:11 - 0 U.J < LU �: ca U) 14 0 =) cl:� r-n CY 3�: LU 0 U-i _r ILL. ,T- I- o �- -*�;, 11-1 . C-) r_ - =) V) CL 0 C) ::::. _j UJI = C) >� r , - LLJ i3: I= 0 M W z U_j 0 Zl- > r ) < Uj n 0 0 ILLI a > < �2 _j < 0 = U) 7-1 > i�: C) UJI 14 UJI V) C� U) M LU 0 LLJ F7 0- 5- , C:z M = LU Z:) 0 W a- U >_ -1 _j LU 21- < W < W ILIJ cl� 0 ��: 0 U_ >- ILL- LL1 LU Z;p -1 = r-, Cc F- = '" U) 6 M Uj � 0 F-- 0 Q- = 6- V) w LU U W 11 0 W U LIJ L '3" ED - 0 0 0 U Z: U_j z ,:� P�U-1 < LE L 0 Z� - W a (-) U-] < V) > W _j U LU _j 2f_ a- < P" , = �_ CO- U� 2-- W < U) LU 0 W = �_ 0 I- 0 0 U W U.1 00 V) 9 _j Q F- _j _j ;;- U 0 V) U P__1 U_ 0 U-) Vj 0 W = 0 0 0 = Lf) I." �W: >_ cin 2-- 3�: 0- ILLI 9 0 0 z LU W 11, !;-- 0 C�, - . " =) LU LLJ C) (jr) = LL1 LU UJ P CQ -3 -7- 0 --J < F- I U a < V) >- < = W ca >_ V) LLJ ;:- M V) > 3�: 0 M 0 C) Uj -1� LLJ -'r __� I I 1^ � CL %.a Wj 3�: C', a U) U.1 0 71 0 C U-1 LIJ 0 WU) F__1 F_ U F- < LU P-4 M W 0 (D LJLI QL M 2-7 M 1.1 UJ U-1 0 ( _9 > U 3�: a < 0 2� = 0 2E _j <a W _j U) < < U) P__4 = a F:'-- lj� U) 0 1-� >_ M U) UP) ca ,U) Lr) a , 0 U-) 2� I." M LU L.0 3: 14 �_ 0 0 M UJI U.� g , < 0 = V) LL1 Ly uj F-- W 0 V) 2: Q �-� - LU LU = = 0 nf � U F- LL. W =) a 0 Ln U) 0 a o ILL_ r-, Lf) 0 LU 2;iI, �-q �- LLJ 0 �_ < �� U - ,_, < 0 M �-� P-11 W 2W 2� a L.6 < 6 a > -� - � z ,., > Ln e-% :;:, .. . LL.j - - ;�!: r_1 < -� 0 1 U 0- W U.1 0 a- r , 0 F__1 0 W U-I 2� LU : .3: 14 P__I LL_ < I' --I U_ U) , F- F U U 0 - 2-7 Uj 7;1 Uj C1. F" :;;, M V) - U-1 U) M U.J LU Cj/ (D = uj F- z F— = U) 9 = F- =D �_ 0 Z W i-,i ct� L.0 < 3�: cc U -L , 2-- --� 'L14 2: 0 5 LL_ ,-, 0 F_ - 0 tl U LL U) - ILLI 0 W F U) LLJ 0 ;-;:, U.j a M = ij�o 0 F- < U 14 C) U) W U-1 21-1 U) ca 0 ,., F__l P__1 Z _j _j 0 W _J _j 21-1 U3 0 < < CL t__ Tachnicail Speciftations , - Do Pont, TyveO, sfvR 85 ,,;sed In ;�oristrucltori producTs are nlade frorn 1 00% flaSil .. Spurlboncled l,:C,h dQ11s;ly poly0thyiene ftGA,ls which have toeon Itlorided togotner bir heat and prAAsunil. without t-inders or fitle,$, into a tm;gh, dkilabfe stseei svuoulre. Ad*tives have been incorporated into the polysirlylerse tl) Provide ultrav:osel ilght!esistance. DuPont requires that DuPonffyveFl con)(nercial'Wrap" and cornmeic'sItAfrape ED WRit's be covered Wallin S. niont'lls U70 days) of Installation amd tha* all o .uP, -l. . ,that C ont VVRB's be (,.>verled,,�,rthiin A rr:*rrth3 (120 da") ofinsiallatiot DuPont" 30-,adherc-d Vashing products are rl�sde from. a sy!ltheiic futibef adhissivo said a Its: ! . nlinale 'il pi)s'etil 1. iyierlil filill. polypiopoiene fIlrn,iiiiasiic fiber ��Yilthedcri .1; �ef adhesive, polyurelhane, . . I; .1 . - , _ . , 1XI, . I . -,. - , . _. '"We, 3fill a top , $Flael (IT :13$fl , Ulle., . sp;0monciec higri oellsity 'Iil):Vel�iyiarie lib-s oroolypropY:Pln8 filin. Addlimis nsrvo IXI.*,�ri::i��,i!-,,i(,r�..iet,I Into th0se nwonak's ta , :. . plovs;,�� iAiaviolot light fe"iit;l�lnro. DuPont requiret; thp, DuPon-soif-ildhetied flaSNs"", prooki(As be covered %,,thirkn:no ,nonths U70 * %�mn . to days) i, . --,t:3sjIni n. Warning DuPont- Tyvelt'il IAIRBs are slippery and should not be used in any application where they will be walked on, it) aiddition, because they are slippery, DuPont recorornesids using hickjacks, scaffolding, or lifts for exterior work above the first floor. If ladders must be us*d� extra caution nsust be taken to use thers safely by following the requirements set forth ill ANSI Standards 141, 14,2, arid 14�5 for ladders made of wood, aluminum, and fiberglass, - respectively. DuPorrtTyvek;� WRRs ansoombostible and should be protected from flames and other high heat sources. DuPont" Tyvek' WSRs will melt at 275'T 025�c) and if tile temperature of DuPont- TyveW' WASs reach 750*F (400'C), they will burn and the fire may spread and fall away from the point of ignition. DuPont- DuPont" self -adhered flashing products and their release paper are slippery and should not be walked on. Remove release paper from work area immediately. DUP,ont" self -adhered flashing products will mettat temperatures greater than 25VF (121'C). DuPont" self -adhered flashing products are combustible and should lie protected from flames and other high beat sources. DuPont�'self,adhered flashing products will notsupport combustion if the heat source is removed. However, if burning occurs, ignited droplets may fall away from the point of ignition. DuPont" Residential Sealant is irritating to skin, eyes, and respiratory tract. For proper usage, foRow dit T wtions stated on the product label. For health information, refer to the Material Safety Data Sheet or call Cheattrec at 1-800424-WOO. Note . '%Nilen Installed in con,"priction vvith other building rositpnals, DuPont' Filishlrig Systerns proaucts trust be properly shng2-d voth t ese � .ater:tlss such t1lat v4sater is divalted to -he exlerior of the . � 111, .r. . wall system. DuPont" Tyieee- VVRBs are air arso *ater barriers and notthe prirriarywater bralner 'I"lle oulter facade is tile. Drilylary wrrier, You must fo::C;w facade alanufacturef',,i, installatoil ar"d nlaintiniance Eefiwernenis f0fall facade systpals:r.. .,,(Jet to niiiinla:n *ater holdout p(oper:ies and ensiJif"I pwformallce of Durloril:Fy'lek, W86"'. Use'll addalves, o.oatingsof dearisers oil Of Inihe . facar:5<� systorn may lfi�psicl [h(w;X!ffnlfllart(,aol DuPont' lyvek", WRBI.. DuI`1o:lt` I.Yvek's - . v1J(,.,W:;lr1zW*n syst:)rn!� pr,,)r5k:;,%s:,; are to Iiii, us"J'"oullined ill this insta-iiation t;Iijideilrill Ouporili, r.:a'allint I�Y.Szerll.spr');:;�:("ts shousa ofiiY �.o uSild to Seat porratfation'; and fit-.!;!) opollifig,s.; ill hous; � 11 - . il or buili":*gs lN;P,,xlti' Fia.shing syswryls producis �lfo.no: to be usod:n tooling appiii,iltiom. For stiporirf protection ige: st h .M. .ulk-�%,.3torDe.ri(,.,r,i,ioti.DuPon-.stigge,.ktsisv.siertic,o,r,b:.,.ingaque:*.-ty - exterior facade. a good secondary WRB' tind exterior sheallsing. i-..::, h qk; Ittv winclows and doors, an . . I, 'a . d appropriate fiaching materiais payine g attenlion to proper installai,or. oi each corl-5:ronent. In a systernwhere noexleriorshea�hiflgis usedand the C'uPont-T-yYek-`,1,14RB is irisuiiiad *rectly over Ill(- wall studs. axierIor fa�-ade materials �-hould be setecteo to ansure maKirnum. protectioriagaiii1st water;nstrusiorl. Careful wofhyianship arid proper insia"alion. of each cornponent is very irrsp*ftant. . Dopon: befieves :hlsi.nformsatton to be fellable and ri,=me-This trdonm-ion may basui>,ect:0 ' I :e ,Q :3 1 . revision as addirtiorial experience arid know: d. a: gained. If is tile user's resporisib::ay to determine *he proper construction ,rweriats nevoled on esic?i pfoiect Tnts inton-riawn:s notintended to be use,., I)y others for adveriising, prornot:on orother publication for c,=rnerdal purposes. r', ".. lt,;_,f� ,,f� 1`11"b- tjki�';-, 2. - 111.11 4141" .... � Il I1k;: Srrstestbl,, plea�P call 1-8rl0-44-YyI;ek orvisit. ras -it �-,;v4w.'k'Veatherizallon.T,.,vf.k.,�.om . �_ , -, IVU RD W's- 9; lyvek- . an,r.t02,dWJ if.-,P":lVoft�*,;S ""s�m,^. KN've��f-910,'!;.f�r V,,;1,j*`1 3,;,Ol,-.;;W"g�--ia.,�,�..--,,:."�w,'. ;mo,-ND�,--21'-*� -,-:X51itZ;W-,.A*4e "'me, Awlvew� :i`1.-_k-S1;�4A;I_rC�a."A va.'U.'r- lil"m*W-rv-, iww-impmw� �,','!X..Y�,,,-z�-.N.,'.-,fj�.V)-.;Ie ,.-g,,�e,m"!rN"s�,:;�..t,-f.Y,VWI�)..,�,tf��',.ft.,tt�f'!�'.-tf.4��:..t,A2 �v,k,;rll;!&zM,. x4eiX. ;'I,id Key Installation Requirements for DuPont"""`Tyvek0 WRSs coatisnuity It is Important to ritaintairt tile continuity of tile WRB throullhout the building envelops. .. The entire well ste face shall be wrapped, includirsq Linen-incl--til.lned si'mcee.. S'Pecial attention should be given to ensure a proper 6" overlap at a:] terminations, seams, persistrations, and transitions to maintain a comeluous downlArard dmirsaigeplane arid WRB. in.stalling tile DuPoria" Ty,iti,ke \P018 as an air barrier Is the preforied installation method. However, skip -taping terminations and untaped horizontal seems is allowed wilfin tile DuPont" TsyvekOWRI3 is being installed asavvater-rosisthre barner onlyfor : N,Jd:nt;p loss thAn 5 Stories aild lo-w-eiso muiti-farnly buildings less 4han 6 Stories wiilh design reapirements that don't exceed ASTIVI: Ell 677, 65 mph flquivalerit str; icturai load i ,.Mct 15 ffipj� e(wivialen: wind -driven rain water infilvation. All vertical seanl.s must be taped 'or both air barrier and wirter-resistive barrier installations. Penetrations . 'a 1-1--al DuPont' Tyvek* WRBs around all ponet: tions (electrical, H,,AC and plumbing, ' will-.. tile appropriate DuPont' Flashing Systerns product, DuPont" Tyvek* Tape, e1c, - - - - . - . � . . e UuPont - ResidefltiW Sealant or r corn-fiended Sealant Products thathave t:arl(�es I should be integrated trito the DuPont' Tyvek', WRB. r uPo D - -aightFic U rlf' .n::'Sh isil". D Po Flashing Tape or DuPorit recomnilarided alternate patches should be applied behind faste"ning plates ibi, . .ck lie ba�3,e plates, enetal fastening clips, rnotal channels, eto.lwheri . , b0diria elivelope design requirements exceed ASTME" ..1677, 65 -mph equivaierit structurailoadiand 15 mph. equivelent,wind-driven rain water im;ftratiOr, resistance. Please corstact 1 -801a,44-Tyvok for reconlistrionded sealants and recomrnerided alternate patches nehirld fpstersing plates. rtspytilihI02016 L t.viiPant deNe!mournaAd<,',?r,13iinY,N'..I PirrNskeserved, X-IC292 Rev. 11116 FaIsteners Use DuPont or equivalent fasteners per :he fastening schedule included if) this Installation guideline. Exarriptes of recommended permanent fasteners include: :DuPont' Tyveke wraip Cap flails (for wood frame construction! DuPonl Tyva?* Wrap Cap Staples or other car staples for Sthger�' ("fir.. Stapler (for vvood frarne consmiction) * Other manufacturers' equivalent I " plastic cap screws, flails, arid staples (forwood . frartle construction), Note: Staples musthive leg length sufficient to achieve 5,118"penetration intowood stud # Dvi"ont" Tyvek-'a VV-sip Cap .or other manufacturers' equivalent 2" plasnc cap wro"'Is . . I . I . tic: sted, .-.if wood frarno construction) - 1-1/4" motal gaukrittod Washers with screv"s (for stool frame construction) � 2" metal gasketed washers. with screws (for steel frame construction) * i`�` lasses, -s with 2" plastic caps (for masonniconstri. ot: Taperi: -ei t son) ,steners are used, pear, .tell, fastefling must beiristalied as soon as If ternporalry fe . .sa, , - ... ._;.1_l...._'_ I- :_ ___.. .. 1 -1. - - - :_ -1 . - __ - __ I - ___ - - __ - -1 pi.,"'."y p.I,,.,V;V "' UUZI5 U,1z>1l;;l pult,101,Iusa M"W'!!,UIIUjILI,.lV URIOU:11y luutiantne sucli . I a s bri& t es, I:ath f starters for traditional na - a I stucco, emer' . I too. n board fpstrine , rs. or : 1. : utffled accord:ne's. to applicabitil building sUnginsTaNld with nsails. Cladding shail oe Iris, codpsandindust,v standards 14 Inhigh eyo^su'p Installations, firrillanced tl.,,-ir,.ag;,�ar.-d�,,;aterm,ir,.ageme3r.. rrifty,osprovi6sid 6 , �ing t,y, using DuPor,:ifvvok^, S:Uccol'/Vrap� Dra:n%,V;ap:` or CornmerejaNN'rao'il, D, by instal . . a dral-afpinFish cive(Ifle "vater-resistive barrier, cif by oreattrlg 2a:!lscreen claodirigvvilh a . . . . larger a:rssmce bellindthe siding using ftirrir.g,s-�rip.-s.:!4f:jrrir..r-,:�,:'n.stp':I'ed over the DuPont- Ty,,re0.'VVRB w create a fa:nscrOon. the prinisiry fasloo,ilf- spacnng can exc o-ed 18� Fiber Cement: Siding I DuPont' TyvaV,'1Af.czBs Find fiber cennent s ding shiril be irss,al;eo according to m4mufactur."s I, , , _ .1s.tructions andmdustry stendards. In h;:gf% exposure installations, orshanced dralrizIge- ancr vvater mairagerners, rnav be prok,xied i:;y usisig -Dupor,"" Tyvew-' ' S,k;C.7OVVrapc--', rDrainvVrap;' of Corinmerc.iai1,rVrFp' D, by irls�:aiiing a drainage slash over , . the v,,ate..-8--;isl:ve barrier, or by creating essiriscreen dildd:ng with a larger ,::rspaco :,.,... pehirldisse, Siding usi:,�;Iuvr:fig sicips. If fuhirio is in�stallod ovef the Duirlort lyvel,f,iv� I ',,,VPB to create a rainscreer- tlle prifriary fastener spacing can exceed 16". In'high vvtnd ' areas a: gableondwalls� FE'MA r,iscornmends fiber ce-noill si iing Lie,, installed over , . wood sileaning rathei-iiar. over plastic fciarrl shewiling. DuPorrz:' Tyvaka, WR%, aild fiber cervart s1drig shaii: be:nstalled according to manufacturef's instructions, industry, standards anci apolicabli:� codes. Vitlyi Sidiing .1 . V *: rl, r' '�,:dirlg is installed directly over :),,:Pont ' T.vvc.0 WRSs. Vinyl s:,J':.-,g -�ha:i bc inst,.:i,B.�iiriacc;o,,,ik)r%,-E�.,,,.,i��ifr.arit..fai-it,t-�,,.,'i,;:.�ll�,ii,j,.�:ion�,,i�titt,,Ifv:,,:i.,iri:�.,ri�k;lr!,.-I . - -1 U-St., -t- - _ V-1 sloplit,-abis- codes; irs,:uciirto ASTM D4756-1 5 Sfar:oard Practice ftar Installation of R: .1 igidl ,; polv-1 �, iny! Cliloride) (PVC) Siding and �_�offit I �% nigh vvind areas at gab:e arid wall-, FEMA . ; :*. ':. fecornmends v,frv: siding 1_G insial::210 ovi:lz wood sheathrig eaft( short over psaslic foam . . Fhefltflnc� VFS DuPortefyvekla WRBs and L-IF'S cladding shall be installed 3-ccording tornanuissictuter's instruotions arid industry 61arldards. In order to r)romota drl,linage, it is recommended . thatDuPon 'StuccoNVirtle. .'Drair,.'�e',.,'raol�'orCor,.lrr.ar(,ia:v�l.,aDr.-Dbeir,,,-Ialledbeh:.nd the , . I I. ox*o.f;or insulag:orl. VVinclow and door flashlog, and ti,ro�igli'A'ati::,.,.$,Iliri..4 shail tile , . . integrated vvith 1he DuPont" Tvve?*l,AVRB ;a,yer e�nfsW:ng propel sningiing. The , successfui inslaillattion ared performance of EF-s cledd:ng;S deplandentuporl the proper' design and construction of tho e0jacentmaseriais and sy,sterils of the structure. Exterior Insulaticle: D0-ont TY,ve01WRBs ard exterior irsulation shall beinstal:ed accoix;al, ,, cc 'he onafiLfti-Al.irer's in6liuctions arid indusiry stand-afAs. Du%nil" Tyvak0VV'74Bs cart V.i.o , instpiled e:Ulerover tho rislid exte,-4-;r.:l-4SuIssti<srl ,,r:;ndPrrw-Mh bolweer, the shteathing - I - . . . , and'the exterior insulal:on. In onder to pornote drainage, il:s recorfirriended "hat DuPont' StuccoliP,"'ap*, Drainv'v'fap,� or C�-r:)EY;�:-,�-c::az""4,(L�p�r' D be used whein installing CopYlght 02016 Lt. du Pont c'..., Nenlov,s lird Cornpattv. At. refshts ResenIed. K. 1 62SQ Ris.'j. I 1; 1 6 Facade Considerations VY'ater-fes:stive bafrier performance is dependent upon the ability of: the facade to drain . . T: �io follo,tving must be considered for spec;fic facades. Stucco arid Direct -Applied Stone lrVher) s�t_-.�,ois:riistallad over ,,,vood-hased sheathing, the 201$ international Svik-ling . Code (Secuon,2510.6) requires a wa:er-:.esist::.,(e,i�,,vor-pe.,rf,.eat�ie batyier with a , ' performance at least e'-Juiva;erst to tvvoo layers :Y: ,,vati-r resistilte barrier cornolviilt;� vv.th . - � . ASTNI E 2554.3, Typo 1. or a vvater resistive bnuier vvilich is separated frCrii 1�ne stuc-10 by . . an intervor,mg, 9;�bslarl?iwy noinwater-absoroing layer or drainage space. "i'vlitin stucco :^.__I_1 * I -..--.,..,-,I 1 ..._.1:.__ - - I— ---..-"-' - -'.-' ^- - - - - 41 11111.�V I,,,i: _WVV,.,i>V, ,., .,z;;,iI":ff ly, if tv 4v I .5 ,"Umnauvrial nl�sidfitnisai CQI:h.,. tzlec.;*r. ' ' R703.7.31 requires a %,,�,ater-rps:,4;t..'-.ve,.,ar,or-�)ermeaL,::e banierwith a pe4orrijar&;ce at least . . . - D oQu;vaiol% , t to v__ layers of Gra ,do D pap-e: of a water-resisirve i artler,_,hich is separali�o � from the siucco bir,ar, itilervenirig, su' ostantially norswate..,absorbing . _ ;:ayer o, designed dra:fiage spaco,The Md:vidubl levers shall be instalied indeperidenty such that each I . . 11, I I ay� p I .11 I Ili ..: xcvides a se: arate: corstirluws p'arisi arld any flashing Intended to drain to 'he , , . - Waler-reSistive bilaieris directed betweers the savers. Dus:lont T-vvek-l"WASs used . beNnul stucco should be sop-reted from the stucco by a n,cond :ever of DuPont- Tvvek" VV91B, P ::8v,.',>r of Girade D ;X;;kjing pfloev felt, rigid fQslrri boaw, or tile. paper . 1psckr;g of pope-f-backed:sith. The ":is, faver (directly over cheathing Or studs' servoS as tho vV3,11 sys:-�e-�-t�'s,A,at��r.iej:!3tive barrier arld Is istogratled,with wiridow and door ! flashings, the ,w�.�ip screed at +�'rla boltorn of the wall arid any through v,jail flashings or oxpansion joziltis, uAll shall pr� :ftsuillied over !he Iritofveriirig layor1r) 3ccordancew,;th AF.;TM C10-33-03 Standard Specificai:on for instailation of 1.��:nirlg and Furring to Reslehve . . 9 Interiof :end Exterior Portland CementopBased ,Plaster arld applicable codes. P:gid foarn. L board, vvilt"n JnstWed Over DuPont- TyrvekaVVIRB as at,. intervening lay r, wilt provide , ' .0 . I enhancedstruolurarl supportlo the DuPc;n1l" Tyvee.,WRBand rripy rectuct, the raquirsitc! i nurinber of fast�_ners used 'or *,'!%,a ati- - L-'- '- '. - 11 11 - . I .. -, - . - � aCrin'sanf ol ine LJUl`Cfl' WMIK' VIR11:5 it rnsla!laU as soortas praQticallypossible. DUPonti" Swcco'Afrap�-'% Drainty'Aap-or Comnnfiroia;\Airn� � D IS recornmerided for ,I-.:s application, Brick 1'ho 2015 International Res;dentia 1 Code (Section R70.8.41 reQuires a nornmal I Inch , lh kk ln(::js,r,, a:fsioace- separati.rig I iebric? florn the water-iresistive barner �'VVRBI. The. Bricm I I. , ., Assoc:at;on recom.mends a 1 il�cil a:r-space ir. -, ront cfwoco st;:d construction and ,-- 2 inc;t,all,-So;�,-��:�)fftj!)Zofstr:�e:$,P..,�l,-�,,�f)strLiGlio.q illotls::�t.:.,ti,,�",:I;:-It�li,--.5�,�r.OqLjire.l.te.l,s�;.:I', recomr,wndatioi-is. DuPont;' Tvlifee IAIR.Bs siipii be separated froill the oric? vaneer by P, norn'!leil :"�c�i,�::r-sr.�-ace.W::n,.'(Y,(,r;j!idf,le�or ;:I�ish::.:"(I.ari,ittirouch.-,,vallfias?iirin!'�;t3:ii)z- . " � . � - � _ __ - � V - - - - . .. inteo.-ated vvisri the DuPont" TYvek:v,A1RR live: onsunric pri'-per shirt ling. For rflaxtmurri .9 moisture management and drying of the wIlii system tile airspace In front 0111 th-e DuPont` . .91 . �opy�i,gtstO2r,16E.:.duPofst,,,'t�Netytour�,,a,idr-o..Y�fiasiV.A�:.qI N,qeser,ed.K,1,6282km1l,'16 Handling Tears and Holes, During iho course ohnstilling tile C)uP.�ifit�'-�yve,��,",�,�;FiB,!-iir.of stears may occur. Besurre to ,ape as 1 4: ea rs, Tears o n easify 'lie co'verild ,wi th D t t Pon.*, " Tv,vokIts' 7ape 12 " or 3 ") or . .: I ' DuPVII�' Rashing SysternsProducts. Tears STEP I STEP 2 t", DuPont' Tyve.0, WIRS 6:a-yer between the emathing and exterior Insulation. Window fi si ing, door f: I ii F . ,. .. I .a . a h :ashing, ar d through was: i:e,i_,?wlg $hall be integr led with the DuPont . : , . Ty,vek0',,,1,1RB sayel ensufm.q< propel shir;g:::-jl',. � ie S,:: cas.�,`,j installa.,ion and . i . I- J: I . I " . . . performanceot exteriorinsulation it, dependent upon the proper design and , construotion of adjacent materials and 3ysloms o': she structure. NOTE: DuPorit" RoinVent�' ��6l:ens car be used ^104P.Prove ttie ventilation anddraming spA typ - s , .cebr�':)i!,ci,,,.,00<i,sloc�.loor�-,tor;::�i-;%�lsor.:,i,,;irtyi,L�r,cifi1-1..-!tcc-:-oei)tc:,.i,JO:fl�1 e . 2 Temporary Fastening seiersth-eit and use of: ternporaf-v f�,.slrnis)g, methods is ari option cleoenoent.:�n budo:r,,1 schedule, c'sidding options, and lo-,Fl building practi?ces. Temporary ii8steners shn,jId .; T " red no, be rA:;:,o ;pon to permarsentkYr atlach DuPorst" 1yvak`aWRl3s due to the:irnli holdinc ng , I ,e . .1 gpo,wef of thesefastente methods� If t lylPofaw faster ers vre used, pDrnlarlent fastening should be applied as sooll n pract: a:ly possible ;:!) order t 1 ,.,.!. .0 rnaint airl the irltegr�ty arid perform ance of the DuPont" Tyve0 VVRB. Perrriarsent I! :astoness include clodding fastritnors such as brick lies. lairt fastoners !or Ireditiona: stucoo. exterior foam board fasteners, or sid:rig 'Installed veall Irsails .., -.ota.�/f��sten;.q�i,i-teth.�-.ios: Ties -nil . - - . - * F a I .e la DuPont f starters of, eq:aivalent alt rnate f stenfirs at a reduced schedule of 24" to V11 1; . 8 * DuPont- AsJhr:is:vorPrirrser or other recornfirl-onded adhesive applied irl vertical S:rio$ as 24" to 36" sf:iacirg of alljng evervothersiud lrrlc.�. Vemcsai strips mayr bc.�apdi�ixj so .Z, . . . � � . ,:)a outer face of th 'a shesithna or directly to the stuos for oDen stud cort5vucliort, VVhen using adhesK'es. care niust ,,)a wker to avoid excessnie surface oo,versagie as .. 'his lTlsay;rnp;jct the vepor oem%�at,ilily of the Du�-'on-"*v':'V,ve�,'-�'�'.,.IRB in that aree. * if staples vvithout caps are used tc.- lemporarily fasten DuPont` Tyvaklit' VVRBs tc? ) OSB, ply"."Ood, ooe exterior gy sum. si eatning . I, . I thr) frislerlin�? schedule must tict N exceed 4 per square,yart.l. If lHistalting as at% ,ii: bamer,each stapie slust be covered . T ,Anth DuP^vr%t- Tyves<0 .-zips Covering tile. staples:.Mderneath a Eaped air arlid water * . . . barrier stesin) IS a:S0 300,8pt6I%101 if lrSSItalfing DuPont" TvvekO VVRB .,is art aiI,barr.-w. . S'a0l"US should hot bO Utied Vvrth fberboarcI or fosarn sheathing. NOTE: These Temporary Fastening Guidelines are subject to charglF based or, new at afly L . . teohno:ogy of t0s:!n9,:frf.3:fna1ioi) and play oo superseded . tirlis. :1 is alv%ra-ys importarit to siollow *he:�test guidalinesir,,hich may be -;oundon -�vw,,,4.',t,leal��.�r�zat:.:,:%. - - _* I ..,. : . * . . , I I � .- - 11. - - I.Vvek,.com. l-or armitiona; Quo'lance, P!ease consult youriocal oul-ont." iyvei"�, :: Spocl,d:S" Tvveke"kAIR13 slhat� be, Vented to the exten.or at,the top and bottorn os' aio wail. Sorne typ 4s ' �. . i of brick tios will act as addizlorial fasterle,srs for DuPont ' Tyvs-k0 WIRE%. arid, if instalied ,I$ t . . soon as practically possiiile ef %er vle DuPon-1:fy,,re'.<*WRE, rilev Feduce the required . . . . l�er of fasteners lusect for Ine initial attaci nurf) I I ., rr i e n t o If : �s o D lu � Oil: : ' TV,; o kO VVF I S. stono Vismoor The 201 5 im^'arilational Sui;dinq Code (Sec�.;%,n 1405.1 Ok . ao; liras tvvo iayers of water resistive. ber::er A, "i , FIB! behind stonts, v,I�neef�� over vvood frarne cons- zjcl;or... Vvfhen ' . : ussiI behind st.lne veneer, DuPont" Tyvet�e4 tAVRBS $bell be irls'-idled :r I �, S:'Yl1:,'r rr,Zririef as they are installed behind stucco. DuPont"' Tyveks WRBs should be separated �rorrl t the storle end mortalf by a second rever of DoPont;* *ryvek1-sVVRB, a layef of � rad, O.- D il � � boikiin. .. .. or tile papor back'ng of paper -backed lassl� The firs, g papor, fell. rlgidifoan) boar :. ' I: I layer (direwly over sheathin� or studs) serves. as tile v,,,a;; sYsfA_m'F air and-Alsitter barrier and shall be iiilc-�gra-led,A,�ll-i,,�,,;r,c.i,z,,,%, and door finhirqs, thewreep screed at vic- uattorn . . . I ' of the wall and any through wa;;l fIa,.;h:`I1__A Or e\PanZ":01� ;CAMS. Lath Shall be HIStailed Over the interverling layet !second :,jveri w acco: . . .-danco vvrth AaTfvI C I 063-W S:an��Iird . I speci2::,atior, fo: Installation of LethIny wd Forilng to Rece-ve Interior filla' Exterior .. - P i- . or-lisind Cerri-en, Based Plaster and rp0capie codes 'When rig:d ,:oarn board isused -as : 1;;,, s o c of, d : 1 ve r, .-I I -, ; ns: at:: o 0 Ov I:!: I �i,:; D L� po ri e' Ty,ve klia VVR B. D �s Po Il t'" $t uccoV',,', _,,-:' D5a',iVVrap`�' or Commercial'VVraol D is recommended for this application. . Wood Siding 'I'll's Dupom:"' 'Nveko- Vy"RB arid wood sidirIg shall be irlstai::ed' accotding to manufacturer's ins1rucCons. industry standards wid applicable codes As raccirnniericieo . bythisti'vVlestern RedCpv*ar LurlibeAssocislt:or� P.)d1j. S. Forest Prod:.mct Laboratory, . . wood s;dirig should 1,,o ..uvritied orl all six sides oofowl itistailation. Foz)rrl shea: hing pari les often hfive lvvv vapor perri-leabilit"l, asio I'llerefore can cause moisture to ancumialarto "", resut the back of siding and cause staining, buckling and darnege to finish coats� As a 'l . p tile `,N'eszern Red Cedar -Lurribef Ascocia-bor and otilef woorl siding manufacturers recomimerld that furring FtriPs are; iied to create an air spece bet�Alflerj foam sheas:Nnc, and s;d�!sg. Other recornmendsistions Virst should be jolVv,ved to rri;nirnize poterivall pitoblerns are: * Use thic&er siding patlernsin �vioths of 8 inches or less. Thick, nafro,ev,siding is more ' sraDle than *hinsle� widier patterns ard better able to resist dimensional s�riancjes. - Use ?.;:rl-v1ri,iid s6ric over ri,�;fid foam sheath:n( - Il. * ,Vroper p;*e--::ritsh;nta:s essential. * Use i:ignt Color finish coats to niaXiMi7e heat re.fificl:0riario reduce d:mensiotissi r-novPf-3-:i fit - .. - DuPonl:' StvccoV^Vtaps� DrainiAltap" o� Cornrnefcial'Wraie D applied over tile foar� . I sherathaig is focornmonded for this application. Lart ger holes (greater that,, I "" may ruQuire cuaing a piece of DuPant" Tyveko IINRB 10 I I cover the holp, filaintaining proper shirigirig. C; It P_ slit 2" above the hole end ex"p-ndng a ritinirflum of 2" of, each. side of the � , . note. � tvleas.,:�,-eanc"ck.tapier;eofp-tj��c,r,�l' T�,,,,ekP,',,'�IRBtof,'tin�:Oi.',-,(,,,�litr-,nc,'<,c,vt,rt�iet,olk, Tuck,his cul pece of DuPoni:' TyvekIts' VVIRB:nto the s::t. Tepe along the Drarimeter by . . starting at tile bottory, of tie patch: shinglingupper tape over bottom tape. . Holes STEP I STEP 2 STEP 3 ,:�. I . I...::. . i . . .. ,."...� . . . i .,.. . ,.,�, ... ; . - -.1-.1-11", . . ... "" I." .. I 1I.1 . . ,"�Z--., .. . ,�,. .., j ... ..... , . i"! ., .�l /11 , .. ., '. ." .. .. -11 . . �.111 __ � ," ,�',: I " I %,.. .�%K � . .. 11 %.�.. t li I - .� �,:�r . . . � ."� " ., I -1 !:,:: � ..: , I X: � I ; I s: . I , I. J I . .,� I I , , � "'. . - I , I . I , *' .. I I L -`� - I , - 11 I i * .14 - - . L � 's, I P . 04 I �:: .0 I �, I il I ],:I "I, , 11� I 11 .0 z I '.-�, I I 0 I 1-1 I 1_� I 1-1 I 'L�' 1-1 I ., I I'll I ,� 4 I I " I 'I, I �1� ,,,,� so, -,Opy?ie,hto)201e,E.:..IUP,3nt4et4L'ffl,iiiisar,�IC,�iiirar.y.,^,I'%ft.ig�,.tsP.�!;trv,ed,r,,6N2Rve,iiii�i 11 TIMM Continuity I I D I : It:,:rr,ponarltt; rtlo:nte:ri tile , coll 'tinuity, of the DuPort" Tyvrik.p 'A"RB ff"R,n :op to bottom. w:kh pr:)per sh:nglirij.. Contirlue :: . - ",Vf8ppIng aV the way I ip the , zrL;cturill� oveflaocincl tile st � - _ previous layer oi DEiont;- T ivveke VVRB ty�,,, a ininirriurn of 6' "'.. Wrap the entire wall surface including oricoridizioned speces, .. .. I '. . -, �. I I I IL . . Terminations Lap Dt.Pimt- -1yve;,,s'l,'v'R8 ove, all flashintis !e.g. step fianhing. vval�h: to ,oclf intersections ano thrnu�,rl ,,,,,a;: , lashings). VVees) screeds and expans:orl :Qlnts , need I to Lit, integrated vr:tIl fl ishings end tile DuPont- Tyvek'sWRB. Gabille Ends I Cornple,fily cover the GaNe Eric; with the - - DuPorst" Tyvek�-`�VVRB includinq a 6"-12" I . ,rer:sap ; I I . o : sit each ccrfler. Cut a,wsay the I eye-'ess WRS and tape all seams. Cop v-17ft O,M]6 E I - d u Pont Is i. Ne mol;rsa Ild Com sin Ely. AU,s ic';_2hts Resereed. K. 16 28 2 Rov. I I h 6 Installation Instructions ; �_`I�rs as the boun�lli of �e rit-ucTure 0 ensixe rfooer . . S:�;N`llst throughout thc,,:ns,,:;:1,.riron Plopof shinqlinlps ... '. , ,,,�(Irjifl,Id to sI%s-.J vvales at'd tc, ,,r$l-Vr.11l1 water 4rom :�Il, - ". . -It-i"', �; 111111 C." ... ... !, I'M "" STEP I U-NIA'RAP roll as cornes. :ealraiq e" to 12" vertrx)l ovor;ap. Pi-nuHJi stud ir-Larks are availabie on ti;lme DU Por." Tyvekla WRBs to ald it) aligning wtth tile studs. . !e.g. stsArlarks are 8" appri for DuPont` Tvvek* Hrs,.eVVra0� STEP 2 R.,,I:' should be plurnt,. Bottorn edtle of to!! must: - ex*slrio over s::i plat- interface W at least 1 ' (2" or greater is recomr-nended) An * au,esld to votics: . of sill Dwc for skst:: on gracie , I foursdsit:ons OR, - ,,,:,I prop-edy :nwillrated wi:r, -waler orainelle con,ponerils such as kick our flashi: " <It ""e.-stip scfped I I M I`*f - Vow exi ,s:r ,rs: ,2 ..: - : Vvlharl Z1011o.y: (Icf�;o ")f:o:: is, less I.?:arl 2' over 1:1.6 3::i ; . plase interfaile, itls recor-nmendix: to seal orstap-sea: . levial Dia-cral!" TiveV, Taoq or D.-jPontiv- Posideraia: . I Sessla! It (or recornniended sealant, at the botion'. of 'he ,,vall'. . %, Fornel.fl%irrlum air sesikage:eouotioro 4hen instaii:rlo as an air barneri, seat tile .DuPont, Tyve0 Wso at 1s,_ - I .. e bottom of the wa"'. STEP 3 Sepurs DuPont" Tyve�,V �NIRS ,o the stud or other '�: nsl::-base r.aterie':,:.,3,,,,oca st-iiiia^histri. �aslalia,s should n n . .e '03-crid: * r:we: Ehst!, 6" and nofarts;�L-,-f li'an Is- *it V(;'1::C.ss: elui:l lim!'s. yh,�: til: ",:nvclir,�: perletatin") . , . . *) :, , , oan(iovardorf"Nos ?sofi7ofr,ei rnki1Yltx%i.,:(; ni::r%lain .. 1) . i).roper spildrig. Uc:eone o: rriore,�f.:t�e,;",-.;,rT,.r�,.(�.i,.,,ie,,,. fassfintins below fcr use Y4:lr.. DuPonl!' Tilvek0VVRr31s: - 1)ki�")�)t",)""V.�)k�"ij",r,;!)�'�li>flp::�; . 4 D,jPofit"Ty%�,L4.;�,;,,%if3,-.c, I, 3p scf�nv,,; * DuPont' Tyvokli` IA'rapp Cap sViple5 or other cep ste,_ .... I_ 11._- . ........ - ., 'I - p _z,a plil-T - Iu�� ux ;5urlsit, ,_j .4 . cassirtiliever Floors �'Vrz -,oil" yveke'A'R8underand I .: ' 1) C k9an` � tp the Dw - f T up the Cantilever f too., and fold t! 0 D . . - - - . I � T-lpve�'OYRB up the sides of the Cant'lever v"I; a min;rnurn of 8". Tape all corners, The I . - ri I E :. : . ' too lsa�fe. Q. �U ` Ty,ve l . " of DuPont *1 VVI13 s � 'Ould go ovot :?ie b-�)sircxyl:ever a Y!�:fl:frtutrl of 6". NOTE: Make the :rlside cc-irfier as tii-jh r as posstale using a 1 x4 or sirn:lai - 0:1-lisr r0F"rl:,fa0t;.irar9, oa:,:1'1a:P,;1 I " capscfe�,ni. Cal,, . n . nailis, andior <�ap slaDiesl I NOTE, U'll er ; manufacturers'cap stapies nl;.1&T nave a min. �183" :eg , lengti - - -nu�_-clu�er," oqi;:V�:40nt 1 , t � � . * Other ma . -1,11- $,, ' wnen :nsuilling I7,z)Pr,,,-,f' T,rvPre0 VVq8 ,),is,, man, and I other non-nill'il-'ase ,-;ne3T; �nps,. Please see "Spede: C,)r,$:oera_iQns" sec,4.,rl above for Is equii,lfllont fastve.,r ..�q,uirernent end "Tennporary . . . . . ;,Asten;n; " se-_zo'1. IM401A, ^01' 'lore in:o'n'siltilln O!, :1 - ' alterriative taste'rIzf--lil 6&16,�sules and requ'inurriprits. NOTE: Do ilot insta:l fiisteners,evitilin I-" of the sais arid 1- -.- -1 -,-.-- I-- - 11_._,-_1_... __.__1 -"I lw� .f;V wov;;;; � VF tm!v I 1�_.�i V; v:_-v,iI:UVw ivustin opsnings STEP 4 -': . . e ur:roll ciii-c.o*lyo,t,,.,,f,in,,If),,Pfs and doolli. Upper !ayv . t r) poni;, ir V(0- V"'R0 eilould oveflap boluom hs"rerb"?, a . I .y - ni;n:murn of 6". NOTE, I! ,;y:., are already isstfs:;ixi. , .. . .. .11,11"; . :: � Iust L. ,I)e DuFlora:' Tvvek<"sNP3 n . . ,e!rIla0fa,ssd vAtl proocr sh;n,,::ng with vvindolev llasliingslf 0--jiPont" FIAXVVrao", F-I;: and aoror. are used, instF!l the DuPont M '_ ' . �vv'ek--' i,NIRE. �;,der th' apron to ensure ;Droper 6 , shulgling. if riorl-�;,i,:f edhiarii-,j sil: ilash:no Is use,-.. Install ., . . :?le Wrls k:nrjef `x: bottom of *Ilo sill fliss'ling lo :,: - ". I -:ain;3--, pl*pfl ,sh:r;i,::rsg . - STEP 5 `a;x� ill vili'mcal searris ,,lrah i);,,f�<,,;il�"�;PIBK,�l")*Ztl)e. Vv';,*:% installing as an air oarrier, tI,.,,- horizomes! seanis D v rnlisl . , also be taped. The use of 3" Ouporti:, TV ey.", Tape is required for both lferItca! and, horizontal sesims of ",�lF�r DuPont" ' ,!:' TwaV` S-ucco'�Ajraoal and Tyv�i,,is� "� ..-i.. �l - - - - 0 . ---., - fs'- ba,lk_-,z :.,-.s-. lw`IIi:"4V1e:1lP IV; N Wnations. u thi, uuro-.t Tyveii' WRB Is not bernp Installed asicirt a,r barrion, : :)u�,<�!11"1:��oe.-,T�if)e;$.,),>! fis-"wigi on hofi7,onte: . I .: , Y. . . l si"e: 1%, "lut is coftst(loreo is, fI-.X::)MMe.nd;Xj `;.l--;: practtco Use Guflorlil' Yyveka' ?III-18il2eLd "tipe'WhPI) ;aPill,') . DuPont' Tyve0, Tol-navlwap ... LE, tao:rigl o:- sc,Aliq all - wrlina-ions Q. D;;�,r;it - - . ! I T,rvekll) %A/P.Bs. enclucilig. i�f nrl limited to. roof-eviiii interfaces and soll pp;atesi'Usiliq DuPont;" Tyveka Tape, DuPort' Res ciant 3: Sealant (or . ree,c)rfirTir.,.ri,i�.,,i'soi3l--3,,.z',, DuPorti" Stf:�:%!Jht; ie5h,"or DuPonl:* Flashirto Ta Xi is siis* relst'llred v,,hr,rl:f;3? ....... - a' .) . tri.) " 1! - .e::::jrj I r% ..):r be: I; r. � Copwigt,tcv2c.16t.:.dupofst""t?�4,t*nou,6,lr.dCoi,r;as;y.Ai:�,;g�hZ-,.qeset,,ed.K-1,62�'32RL,,�ll,'16 ... . DuPont' Tyvek* 1AIRBs have boar. tested to tile foliowing ,standards: * AS'FM E: 167-1, Standard'SoecificaVon for an.Nr Retarde, (AR) Mateflai: or Systern for Low-Ricia Frarneo Building vVslils * AczT N1 F 2178 St indard Test Method fc,rAirPermearce of Bui d nj;I Maier .1 I ..ials. o ASTM E'9s3-05 VVato-f 'VepW Ttansril:ss:crl . . . ill : - A`.-'TCC 127 Water F- rietratiotl Resistance * A,-_ZTfv1 r- 84 Standard Test Mnflnod for Surface Burning Chaf3cterisi:cs of Bwd:ng. Materials The application of DuPont- Tyvek*`v%;RBs is governed by the code adopted and, . li�nforced by tile loca::urisdic."tors. Consul: your juriso:otiori io ,assure compliarl�.* vvah f . the local bud(hrig ccd e. . General Instructions I '?,.i.-- test tirrie to instlA DuPorit" Tyvw,ta water-resitr.sve barriers i"'.: . . -1 T , .. . I ; * After the roof sllesrszh�rig �s nsta'leo . * Alftertl-.estt�t)fl�i-,;[,:,i��sar.j .8, n 0 . . - alleo ii kickout ft sl ings have I sell irsst, * BEFORE the,wiridows and doors afe:fisieilerj� DuPont" self -adhered flashing systems products are not intended for through - Wall flashing applicatiolls� Speciat Considerations I I,Nsi�: assembtie�; using equivalierst fasteners must rilelet or e)�ctsed ASTIVI E1677 P 'orinancer,*.--..�uire-iie,)*sof,,',5fr..,,�he<l.�ii,i3:c.i-t:sttkic,.-.;ra!lo?,O.res:st�-t!lc;--ar.dl,f3fyip.li �erf i I ." i. f . I equi�,,e::or,�t,,,,!;,,�d-dri,�,siri raill wate: if, iltiaikm r szstanco. 2. 'Alhan periormancr requirrinnents, exceed ASTIVI 111677, 65mph equivalent structural load and 1.5 mph. equiValfirst wina-drillen fair- vvalelr,riiiilration for buildings less than 5 stories, it is rcco: :nerided to inst.a:l a *ni, h pr so 0 -t hel r vantwatar:rltrusion : .Y1. . % I: q iur !�k:. to . p p , 4 , I .e : 0 11 at triss, sill or thr"?.Old end foilolw the f?"ip. nt' ;'v,,,-ok-'�'P,'?e,-,ha,nira,',Iy FiticteriadA', aeld . ., � , V*ro, Sarr,*r lirssmb'a .,,,on 63,jidpimas For Bij;; "nin. 0 a .,- I _rl 4 S?,)rh-..,:i and P""h � 0, 1 _. .- re- ce� - he . - . . - ... - - - - -*r Ia .yHeigh* - - - -b `,w S;!";, s Perfo,ma ,cefrisikivons ofAr , and ,,';e DuPowSelf-A&C-rad; . sh, 'ent, instahlation Guideuriet, For su#d;ngs, Grpaier Than 4,5sorlas and H,;gh A9, rornla;lce i , h-st'st"ations o"loy He�qfi,'. 3. Dl.,,Por1*Tyve*�-` Sluccov,jrep and Dur'ont" TyveOs DralinVVfap!' mupst b,o ivsuiziod iviihi drairiegial grooves vertical, �srjiriq up and down. No surface orelparation is need 0-o fc! the instoiiartiOli of Du'rlonl" lilvekei WRBs. collyzight 02036 C.:. du Pont de r4ef"ou:5 and coniparly.Al: R;iilIls R.,_�5ervvd. P't. 6262 Rev, I 1!1r; .. � 14' VO W STEP 6 .J . - . I i .i :a .: A ui, 0k:Pcri:;, Tyvek's'O"'r,"� is: Installed refer to thr"DuPol t"ri: s?%:!,.<j , Sys-firn.,k :!;)llNrl*n �':;:,i:.)::ft;)s:, :fsslallafix; issIfuctIon': f")riA,�r;o,;;,"e, �, and Doors AFTE R lvliatef- .Ros�it:va Barrier rIvRal is:nstalledtoprepare . : - ,Mndows and dtm: s. and fistsil. I;Nnavl tf,illing tl;I4�,niy ,,,, cziinrini% ,=4. ,-I olhaf rv,ogh f,minw-os. tillt.- Duii-i)-z' � Adlle.sive!'Prifli��r lcr:�,cl;r,l;n*nI:tW preve:'. Seas *;w. N:P�-,r:z' T)r,raiii'l 'Afflilluisissil -',)..;P�,.,,,�,f493*�;"):�t:kl�$*.,�,�.,��i,).,rf��,r.i�r.,�rdel,!,�tI.a�,.�l�.f)tif,v.";,�;�rs.,Qhtf�a,�,iI . C.q . I Di"Prill" Rlshinq,lz�r.- - 11E.C,lr,t,�,,m-1;nS(al::I%9 !%�.P,!ilt ll,mle'"�ia a,�ilr 1,liiin and ,imr.N,.,,-rl.V- - base sh'eaV:I:ilj,. 9 4 DuPont` TyrvekO, Therma'A'rap" L.F. must be iristalk*d vvitn stlirly. rilletailic, side -'adnf� ZOVVaildS, a Ci�-a f �14 ;'r'.-h rnin i mu rn a; r space so obtain rho installed RA,'Pilie berlef: I -s Tfierntlav"frap" LE will still act as a vvater-le�sislive h"arrier "Vitnout ,lin ailspace. Refer ,to tile DuPor-.t` Tyvekt'Thern)a',A,'rao LE Fact Stlee; for rnijfe iriform,ation - - 5. DliPonl requifes that Du,Ponll' Tvvek', s-lomek,'VieV4, DuPo i`TyvekP- SufcooVVrssp15, ' . Dt�po;W� *ryveV, Drairl'Wrapg' and DuPo,it"'I'v,,r-,k�"rhe.,,;i�iV,�',,a.p�III Ul t)e covered ,A,;-1h:'.:,, . ofinstallation. DuPont" 11',.,,ve�,-') Comillercial',Nrap'tt' and i.';:;Pont ' 4 months (1 20 di��ysl " T,,,,,eka-,-o�r,r�-..c-rcial',,,Vrae D rriust he coveredwithin 9.r.lonths (270 days', Of . ;rssla;�larioftk. I . 1.1"'hen irstraling vvirldows and door$ pnor to th", DuPont Tyvek`si` 10YR8 . refer to the DoPor,r�` F,Iashing Syslorris 1,1.3whiaulon 65,uidei!'�Iles. ir..s1,3!;'a,tlo;-. ir,stri mcitons for VOndows ana Doo,rzs BEFORE VV,ne,-Pesistive Barrie, ,,1/Vi3B,l .s ms,ai,'ird. ,�,.-nicl% ,_,::1 ...T.-M7 You back to this gi.iido a, the appiropriato stop. 11 tile vvindoirvs and doors have already been illstallecl and flashed. integrate the DuPont" TyvekO WRB by following the DuPont" Flashing Systems Integration $act'.-- �_ .1,,�._ _-A_ i ---- 14� 6- - .I'. U.- st-U. I ,I ... I � .. 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I S E"RIA L 1� N U M B E 11", O U a� .Q 0 a m F- O 0 O w =r-o w O = 2 C)Lu ~ O 0ui =0 > F- oho wz o w 0 z J Q O = z >�o w , w � to pi QL w w � C) af a =aa w 0 O O w LLJ = z0 m �V) L a 2 a � w O U w in U O z w QUA zz� W Q > za< W Q =o� o o m�� _j-z U OF- O o�z� o0z 0 o 9, a w Lli V) LLI t_- mZj= .J Q �-- Q = = m �� o�LAi oo z�uv=i ��w� O O C) O LLI ~ i i U w a z W >U �z=o V¢¢cn =z F- vi v, o m�V)z Lu W W V)LLJ ¢ox LLI W Lu �Ma� O O Z p U)o �u,z 0 ozza z W> cnLoz z z a w aa�o W ¢��U z�zo LLJ CL w w V) m z�wcn _ o� E Qmcw� cnz Ju z o O w 0 z O w 0E- w U 0 J 0 J LLJ JJ Q Q O Q LUL)t IN UKMA 11UN APPLICABLE CODES: IN ACCORDANCE WITH 2O12, 2009, 2006, 2003, and 2000 IRC AND 2012 IECC AS ADOPTED. USE GROUP: R-3, (R-5 FOR NEW JERSEY) CONSTRUCTION TYPE: 5B DESIGN LOADS: LIVING FLOORS SLEEPING FLOORS KITCHEN, M. BATH, FOYER GROUND SNOW LOAD WIND SPEED SEISMIC DESIGN ROOF LOADS PLA VS (DASE HOUSE AIVD ALL UPI IONS) HAVE BEEN STORIES; UNLESS OTHERWISE NOTED, 40 PSF LL + 10 PSF DL 30 PSF LL + 10 PSF DL 40 PSF LL + 30 PSF DL 35 PSF 90 MPH (3 SECOND GUSTS) CATEGORY B AND C REFER TO NOTE 06 17 00.06 PRUFESSIONNALLY ENGINEERED IIN ACCORDANCE WITH IRC CHAPTER 6: FOR CATEGORY B, 90 MPH 3-SECOND GUST, MAXIMUM OF THREE DIVISION 01 GENERAL REQUIREMENTS 00 00 00.01 FOR OPTIONS, REFER TO THE FOUNDATION PLANS FOR DETAILS AND THE REMAINDER OF THE PLAN. 00 00 00.02 FOR OPTIONS, REFER TO THE FLOOR PLANS FOR DETAILS AND THE REMAINDER OF THE PLAN. 00 00 00.03 FOR OPTIONS, REFER TO THE FRAMING PLANS FOR DETAILS AND THE REMAINDER OF THE PLAN. 00 0000.04 FOR OPTIONS, REFER TO THE ROOF FRAMING PLANS FOR DETAILS AND THE REMAINDER OF THE PLAN. 00 00 00.05 FOR OPTIONS, REFER TO THE EXTERIOR ELEVATION SHEETS FOR DETAILS AND REMAINDER OF THE ELEVATIONS. 00 00 00.06 FOR OPTIONS, REFER TO THE SECTIONS SHEETS FOR ADDITIONAL DETAILS. DIVISION 02 EXISTING CONDITIONS 02 30 00.01 SOIL BEARING: FOUNDATION SYSTEM IS DESIGNED FOR 1,500 PSF PRESUMPTIVE BEARING CAPACITY, MAX. 45 PSF LATERAL SOIL PRESSURE. DIVISION 03 CONCRETE 03 30 00.01 CONCRETE FOOTINGS, FOUNDATIONS, AND LIVING SLABS: 3,000 PSI MINIMUM (UNLESS NOTED OTHERWISE) COMPRESSIVE STRENGTH OF CONCRETE FOR FOOTINGS, FOUNDATION WALLS, AND WALLS EXPOSED TO THE WEATHER, AND LIVING SLABS. 03 30 00.02 EXPOSED CONCRETE: 3,500 PSI MINIMUM COMPRESSIVE STRENGTH FOR PORCHES, EXPOSED STEPS, AND GARAGE FLOOR SLABS. 03 30 00.03 BASEMENT FOUNDATION WALL AT SIDING, STUCCO, AND MANUFACTURED STONE VENEER ELEVATIONS: 10" NOMINAL THICKNESS (9'/2" MINIMUM), PLAIN CONCRETE ON 8"X18" FOOTING W/ SHEAR KEY TYPICAL UNLESS OTHERWISE NOTED. 03 30 00.04 BASEMENT FOUNDATION WALL AT BRICK AND REAL STONE VENEER ELEVATIONS: 10" NOMINAL THICKNESS (9 1/2" MINIMUM), PLAIN CONCRETE ON 8"X21" FOOTING W/ SHEAR KEY UNLESS OTHERWISE NOTED. 03 30 00.05 UNREINFORCED BASEMENT CONCRETE FOUNDATION WALL (WITHOUT VERTICAL REBAR) MAXIMUM UNBALANCED FILL HEIGHTS AS INDICATED IS FOR 10" NOMINAL THICKNESS (9 1/2" MINIMUM) PLAIN CONCRETE WALLS: - @ 8' UNREINFORCED WALL: ACTUAL UN -BRACED WALL HEIGHT IS 7-6". MAX. UNBALANCED FILL IS T-0". - @ 9' UNREINFORCED WALL: ACTUAL UN -BRACED WALL HEIGHT IS 8'-6". MAX. UNBALANCED FILL IS T-0". REilNI OUK U BASEIvlEIN I COIvCRE I E FUUNDATION WALL (WITH VERTICAL REBAR): - @ 9' REINFORCED WALL (10" THICK) WITH UNBALANCED FILL OF 8'-0" - SEE DETAIL FND-15B - @ T REINFORCED WALL (8" THICK) WITH UNBALANCED FILL OF 8'-0" - SEE DETAIL FND-15A CONTACT TOLL ARCHITECTURE FOR ANY DEVIATION FROM THESE DETAILS (FND-15, 15A OR 15B) PROVIDE WALL BRACING OR FLOOR FRAMING SYSTEM PRIOR TO PLACING BACKFILL. 03 2000.06 CONCRETE HAUNCH FOOTINGS: 16" WIDE REINFORCED CONCRETE FOOTING SUPPORTING ONE-STORY, 18" WIDE SUPPORTING TWO STORIES, OR 21" WIDE FOOTING AT BASEMENT WALK OUT WITH 2 STORIES ABOVE, U.N.O. 03 30 00.07 ANCHOR BOLTS AT BASEMENT FOUNDATIONS: 1/2" DIAMETER HOOKED END ANCHOR BOLTS WITH 7" MINIMUM EMBEDMENT AT 6-0" O.C. MAXIMUM SPACING AND 12" MAXIMUM FROM EACH CORNER OR SPLICE WITH NUT AND WASHER TIGHTENED SNUG TO SILL PLATE. 03 30 00.08 ANCHOR BOLTS AT CRAWL SPACE: 1/2" DIAMETER HOOKED END ANCHOR BOLTS WITH 7" MINIMUM EMBEDMENT AT 6-0" O.C. MAXIMUM SPACING AND 12" MAXIMUM FROM EACH CORNER OR SPLICE WITH NUT AND WASHER TIGHTENED SNUG TO SILL PLATE. 03 30 00.09 ANCHOR BOLTS AT SLAB ON GRADE/GARAGE STEM WALL: 1/2" DIAMETER HOOKED END ANCHOR BOLTS WITH 7" MINIMUM EMBEDMENT OR SIMPSON TITEN HD 50600H AT 6-0" O.C. MAXIMUM SPACING AND 12" MAXIMUM FROM EACH CORNER OR SPLICE WITH NUT AND WASHER TIGHTENED SNUG TO SILL PLATE. 03 30 00.10 INTERIOR WALL FOOTINGS @ BASEMENT: SUPPORTING FIRST AND SECOND FLOORS - CONTINUOUS 8"X18" HAUNCH FOOTING. SUPPORTING FIRST FLOOR ONLY - CONTINUOUS 8"X16" HAUNCH FOOTING. 03 30 00.11 INTERIOR WALL FOOTINGS @ SLAB ON GRADE: SUPPORTING FIRST AND SECOND FLOOR - 8"X18" HAUNCH FOOTING WITH 16"X16" PIERS ON 36"X36"X12" CONCRETE FOOTING @ 10'-0" O.C. (MAX.) SPACING. 03 30 00.12 INTERIOR WALL FOOTINGS @ SLAB ON GRADE: SUPPORTING FIRST FLOOR ONLY: 8"X16" HAUNCH FOOTING WITH 16"X16" PIERS ON 30"X30"X12" CONCRETE FOOTING @ 10'4" O.C. (MAX.) SPACING. 03 30 00.13 BEAM POCKETS AND PILASTERS: -FOR 2X10 DROPPED OR 9 1/4" PSL BEAM: 4"X8" POCKET/PILASTER @ EL. -7 3/4" (U.N.O.) -FOR 2X12 DROPPED OR 11 1/4" PSL BEAM: 4"W' POCKET/PILASTER @ EL, -9 3/4" (U.N.O.) -FOR W8X18 OR W8X21: 5"X16" POCKET/PILASTER @ EL. -8 1/4" 03 30 00.14 SLAB PILASTERS: 4"X16" CONCRETE, SPACED NOT MORE THAN T-0" O.C. WHERE SLAB EDGE IS NOT SUPPORTED BY LEDGE OR OFFSET - EL. -4" @ PORCH SLAB (U.N.O.) - EL. -8 1/4" @ BEAM SUPPORT (U.N.O.) - EL. -10" @ GARAGE SLAB - EL. -10" @ PORCH SLAB W/ BRICK VENEER FRONT U.N.O. 03 30 00.15 CONCRETE PIERS: - @ GARAGE W/ COLUMN, 16" X 16" PIER ON 30" X 30" X 12" CONC. FOOTING U.N.O. - @ GARAGE W/O COLUMN, 16" X 16" PIER ON 24" X 24" X 12" CONC. FOOTING - @ LIVING SLAB, 16" X 16" PIER ON 24" X 24" X 12" CONC. FTG - EL. -10" @ TOP OF PIERS 03 30 00.16 CONCRETE BASEMENT SLABS: 4" THICK 3000 PSI CONCRETE W/ 6"X6" - 10/10 W.W.M. OR FIBER MESH, ON 6 MIL. POLY VAPOR BARRIER LAPPED 12" AT EDGES OVER 4" OF CRUSHED STONE, POUR TIGHT TO FOUNDATION WALL. 03 30 00.17 FRONT PORCH SLAB SUPPORT AT CONCRETE BASEMENT: - 8" NOMINAL (7'/2" MINIMUM) CONCRETE WING WALLS MONOLITHIC POUR W/ BASEMENT WALL SEE CONSTRUCTION DETAIL FND/13 FOR TYPICAL NOTES AND CONSTRUCTION (U.N.O.) INSTALL SELF ADHERING MEMBRAINE FLASHING AT ALL LOCATIONS WHERE A CONCRETE PORCH CONTACTS WOOD FRAMING - SEE EXT-30 D ETAI LS. 03 30 00.18 PORCH SLAB: SURFACE SHALL BE 4" THICK 4000 PSI CONCRETE SLAB ON GRADE WITH MIN. 1/4" PER 12" SLOPE AWAY FROM HOUSE. 03 30 00.19 CONCRETE LIVING SLABS: 4" THICK 3000 PSI CONCRETE W/ 6"X6" - 10/10 W.W.M. OR FIBER MESH, ON 6 MIL. POLY VAPOR BARRIER LAPPED 6" AT EDGES 03 30 00.20 SLAB INSULATION: R-10 RIGID INSULATION 2'-0" WIDE AT PERIMETER UNDER SLAB (U.N.O. PER RESCHECK REQUIREMENTS) 03 30 00.21 CONCRETE GARAGE SLABS: 4" THICK 3500 PSI CONCRETE W/ 6"X6" - 10/10 W.W.M. OR FIBER MESH, 4" MINIMUM BELOW ADJACENT HABITABLE SPACE. SLAB SHALL HAVE A MINIMUM 3" SLOPE TOWARDS GARAGE DOOR 03 30 00.22 GARAGE APRON: RECESSED MINIMUM 1" BELOW GARAGE SLAB & 12" WIDE. 03 30 00.23 HVAC TRUNK/DUCT THROUGH GARAGE FOUNDATION: NOTCH THROUGH FOUNDATION WALL SHALL BE 26" X 12" DEEP. 03 30 00.24 UNDER SLAB HVAC HEAT TRUNK LINES TO GARAGE: ELEV. -12" (U.N.O.) 03 30 00.25 UNDER SLAB HVAC HEAT DUCTS: ELEV. -8" (U.N.O.) 03 30 00.26 SUMP PIT: 18" DIAMETER AND LOCATED PER PLAN DIVISION 04 MASONRY 04 10 10.01 LOOSE STEEL LINTELS FOR BRICK VENEER OPENINGS: ALL METAL LINTELS AND EXPOSED STEEL PIPING ON EXTERIOR OF BUILDING MUST BE PRIMED AND PAINTED ON ALL SIX SIDES WITH A RUST -INHIBITIVE FINISH COAT (RUSTOLEUM OR EQUAL), SIZE OF ANGLE 0 STORY ABOVE 1 STORY ABOVE 2 STORIES ABOVE 3" X 3" X 1/4" 6'-0" 3'-6" T-0" 4" X 3" X 1/4" 8'-0" 5'-0" T-0" 6" X 3 '/z" X 5/16" 14'-0" 8'-0" 31-6" (2) 6 X 31/2X'/4 20 -0 11-0 5f-Off - PROVIDE 6" MINIMUM BEARING AT EACH END 04 10 10.02 CHIMNEYS SHALL TERMINATE A MINIMUM OF 2'-0" ABOVE HIGHEST PORTION OF THE BUILDING WITHIN 10'-0", A MIN. OF T-0" WHERE IT PENETRATES THE ROOF. (HTMNFYS SHAI I RF FLASHED AS REQUIRED. 04 10 10.03 CHIMNEYS: BRICK WASH @ BRICK CHIMNEY. 04 10 10.04 CMU FOUNDATION WALLS AND PIERS (U.N.O.): 3 COURSES MIN. OF 8" X 8" X 16" CMU BLOCK ON 8" X 18" CONCRETE FOOTINGS FOR SIDING AND STUCCO ELEVATIONS AND 8" X 21" FOR BRICK AND STONE VENEER ELEVATIONS PER CRAWL SPACE FOUNDATION DETAIL SHEET. 04 10 10.05 CMU PILASTERS FOR BEAM SUPPORT: -FOR 2X10 DROPPED OR 9 1/4" PSL BEAM; 4" X 16" POCKET/PILASTER @ EL. -7 3/4" (U.N.O.) -FOR 2X12 DROPPED OR 11 1/4" PSL BEAM; 4" X 16" POCKET/PILASTER @ EL, -9 3/4" (U.N.O.) -FOR W8X18 OR W8X21; 4"X16" POCKET/PILASTER @ EL. -8 1/4" -FOR PIER & CURTAIN WALL SYSTEM USE 8" X 16" CMU PILASTERS 04 10 10.06 CMU PIERS FOR STEEL SUPPORT; CRAWLSPACE SIZE AND FOOTING PER PLAN. PIERS SHALL REST DIRECTLY ON FOOTING. 04 10 10.07 CRAWL SPACE VENTS; FOUNDATION SUB -CONTRACTOR AND T.B.I. CONSTRUCTION MANAGER TO ANALYZE THE FOUNDATION OF EACH HOME TO DETERMINE EXACT LOCATION AND QUANTITY OF CRAWLSPACE VENTS. THE CONSTRUCTION MANAGER TO VERIFY NONE ARE ELIMINATED AND THERE ARE NO CONFLICTS WITH REAR DOORS, OPTIONS, CANTILEVERED FLOOR FRAMING, ETC. 1 SQFT OF VENT PER EVERY 1,500 SQFT OF CRAWLSPACE AREA, VENTS SHOULD BE PLACED AS PER PLAN. USE 21" X 13" VENTS ON THE FRONT WALL OF HOUSE. USE 16" X 8" VENTS ON SIDES AND REAR OF HOUSE. 04 10 10.08 PORCH SLAB SUPPORT AT CMU CRAWL SPACE; 8" CMU BLOCK FOUNDATION WALLS PER PLANS AND DETAILS. 04 40 00.01 MANUFACTURED STONE VENEER: INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS; 1/2" BROWN/SCRATCH COAT, ON 2.5LB, GALVANIZED DIAMOND WIRE MESH, ON (2) LAYERS OF COMPANY APPROVED DRAINAGE PLANES. DIVISION 05 METALS 05 12 00.01 BASEMENT STEEL COLUMNS: ALL STEEL COLUMNS ARE FACTORY PRIMED. I.C.C. APPROVED ADJUSTABLE SCHEDULE 40 STEEL COLUMNS RATED FOR A MINIMUM ALLOWABLE LOAD OF 20,000 LBS. COLUMNS SHALL REST DIRECTLY ON FOOTING. BOLT TOP OF COLUMN TO BOTTOM OF BEAM TO PREVENT UPLIFT OR DISPLACEMENT. COLUMNS SHALL BE INSTALLED PLUMB AND LABELED W/ MINIMUM RATING. INSTALL PER MANUFACTURER'S INSTALLATION SPECIFICATIONS. 05 1200.02 GARAGE STEEL COLUMNS: ALL STEEL COLUMNS ARE FACTORY PRIMED. I.C.C. APPROVED ADJUSTABLE STEEL SCHEDULE 40 COLUMNS RATED FOR A MIN. ALLOWABLE LOAD OF 12,500 LBS (U.N.O.). COLUMNS SHALL REST DIRECTLY ON CONCRETE FOOTING, FOUNDATION WALL, OR STEEL GIRDER. BOLT TOP OF COLUMN TO BOTTOM OF BEAM TO PREVENT UPLIFT OR DISPLACEMENT. COLUMNS SHALL BE INSTALLED PLUMB & LABELED WITH MINIMUM RATING. INSTALL PER MANUFACTURER'S INSTALLATION SPECIFICATIONS. 05 12 00.03 STEEL BEAMS: SHALL 3E 50 KSI. SHALL BE CONTINUOUS IN LENGTH. SHALL HAVE 3" MINIMUM BEARING ON STEEL SHIM AS REQUIRED (NO WOODEN SHIMS). IF NECESSARY, A SPLICE MAY BE PLACED ONLY @ SPECIFIED LOCATION NOTED ON PLANS W/ DETAIL FND 23/D-1. EITHER TOP FLANGE SHALL HAVE DIA. HOLES AT 48" O.C. STAGGERED TO ATTACH WOOD SILL WITH 3/8" DIA. LAG BOLTS W/ NUT & WASHER AT 48" O.C. OR WOOD SILL SHALL BE ATTACHED WITH APPROVED POWER ACTUATED FASTENERS. DIVISION 06 WOOD, PLASTICS, AND COMPONENTS 06 10 00.01 DROPPED WOODEN BEAMS ARE NOT TO BE EMBEDDED IN CONCRETE. MAINTAIN A 1/2" AIRSPACE TOP, SIDES AND REAR (NO WOODEN SHIMS). 06 1000.02 EXTERIOR FRAMING WALLS: INTERIOR FRAMING WALLS: - 5 1/2" THICK (U.N.0) - 3 1/2" THICK (U.N.O - DIMENSIONS ARE TO ROUGH FRAMING MEMBERS - DIMENSIONS ARE TO ROUGH FRAMING MEMBERS - ANGLED WALLS ARE SET TO 45 DEG. (U.N.0). - ANGLED WALLS ARE SET TO 45 DEG. (U.N,U). 06 1000.03 WALL PANEL HEIGHTS (U.N.O.) TOP PLATES HEIGHTS THAT DIFFER FROM STANDARD ARE NOTED ON PLAN: - 8FT BASEMENT T-6 3/4" T.O. SLAB TO B.O. JOISTS - 9FT BASEMENT 8'-6 3/4" T.O. SLAB TO B.O. JOISTS - GARAGE @ 9FT 1ST FLOOR 9'-8 9/16" T.O. STEMWALL TO B.O. JOISTS SEE FLOOR PLAN SHEETS AND BUILDING SECTION SHEETS FOR WALL PANEL HEIGHTS. 06 10 00.04 EXTERIOR WALL CONSTRUCTION: EXTERIOR FINISH PER ELEVATION. EXTERIOR STRUCTURAL SHEATHING APPLIED TO 2x6 STUDS AT 16" O.C. w/ R-19" BATT INSULATION AND 1/2" DRYWALL APPLIED TO INTERIOR SIDE (U.N.O.) WALLS SHALL HAVE CONTINUOUS 7/16" STRUCTURAL PANEL SHEATHING, FASTENED WITH 1" CROWN, 1-3/4" LEG, 16 GAUGE STAPLES OR 8d NAILS. FASTENERS AT 3" O.C. FOR EDGES & 6" O.C. AT INTERMEDIATE SUPPORTS. 06 10 00.05 EXTERIOR WALLS: LATERAL BRACED WALL PANELS ARE ENGINEERED IN ACCORDANCE WITH METHOD 3, WOOD STRUCTURAL PANELS WITH A SHEATHING THICKNESS OF 7/16" ON 16" O.C. MAXIMUM STUD SPACING. WOOD STRUCTURAL PANELS SHALL BE INSTALLED IN ACCORDANCE WITH TABLE R602.3. BRACED WALL PANELS DESIGNATED WITH THE SYMBOL X / BW1 SHALL HAVE (2) SIMPSON CS-16 METAL STRAPS @ 60 DEGREES FROM HORIZONTAL. BRACED WALL LINES THAT COULD NOT MEET THE PRESCRIPTIVE REQUIREMENTS OF THE IRC CODE HAVE BEEN PROFESSIONALLY ENGINEERED IN ACCORDANCE WITH SECTION IRC R301.1.3 AS SHEAR WALLS. WALLS ENGINEERED AS SHEAR WALLS ARE DESIGNATED WITH THE SYMBOL SW-# . REFER TO A4L DETAIL SHEETS FOR BRACED WALL AND SHEAR WALL DETAILS. 06 1000.06 TOP PLATES MUST BE LAPPED PER THE CODE REQUIRED MIN. WHERE PANELS ABUT. FASTENERS SHALL BE INSTALLED AT 16" O.C. 06 1000.07 JACK STUDS: PROVIDE MIN. DOUBLE JACK STUDS FOR ANY EXTERIOR BEARING WALL OPENING GREATER THAN 3'-7" ON FIRST FLOOR & T-4" FOR SECOND FLOOR UNLESS OTHERWISE NOTED 06 1000.08 "V" INDICATES NUMBER OF STUDS REQUIRED FOR BEARING HEADER (DOOR, WINDOW & OPENINGS), JACK STUDS REQUIRED FOR BEAMS & TRUSSES, OR STUDS REQUIRED FOR WALL TYPES. WALL THICKNESS DETERMINES STUD SIZE, UNLESS NOTED OTHERWISE. FOR POST LOCATION IN PANELS, REFER TO FLOOR PLAN DIMENSIONS. 06 10 00.09 BEAM BEARING: DOUBLE STUDS (MIN.) UNDER ENDS OF ALL BEAMS, (U.N.0) 06 10 00.10 BLOCKING: -2x4 FLAT BLOCKING @ 24" O.C. TIGHT TO SUBFLOOR UNDER ALL PARALLEL NONBEARING WALLS AS PER DETAIL #12 ON SHEET A-4SD -INSTALL SOLID BLOCKING WHERE THE (5FT) TUB FRONT EDGE FALLS PARALLEL BETWEEN FLOOR JOISTS, 3 LOCATIONS ALONG EDGE MIN. -AT FOUNDATION WALL, WHERE JOISTS ARE PARALLEL TO THE FOUNDATION WALL, INSTALL FULL DEPTH FLOOR JOIST BLOCKING @ 48" O.C. THROUGH TO THE FIRST FULL JOIST BAY OF THE FOUNDATION WALL. 06 1000.11 WINDOW & DOOR HEADER SIZES: REFER TO FRAMING PLANS. WINDOW & DOOR OPENING HEADER SUBSTITUTION CAN BE MADE AS FOLLOWS: A PSL OR LVL (OF EQUIVILANT WIDTH AND DEPTH) MAY BE SUBSTITUTED. -NO OTHER SUBSTITUTIONS ARE PERMITTED. -ALL DIMENSIONAL LUMBER HEADERS SHALL BE HEM FIR #2 OR BETTER (UNLESS INDICATED AS "D.S.S.". THE D.S.S. HEADERS SHALL BE SOUTHERN PINE DENSE SELECT STRUCTURAL) -FASTEN BUILT UP MEMBERS W/16d @ 16" O.C. ALONG EA. EDGE - (FOR HEADERS AT BALLOON FRAMED WALL DETAILS REFER TO PLANS) 06 1000.12 ROOF SHEATHING: 7/16" OSB ROOF SHEATHIING 06 10 00.13 JOIST BEARING: ALL JOISTS SHALL BEAR A MINIMUM OF 2" ON ALL BEAMS OR WALL PLATES. 06 1000.14 JOIST HANGERS AT ALL FLUSH W.I.J. & BEAM LOCATIONS: AS PER DETAIL #13 & #14 ON SHEET A-4SD 06 10 00.15 FIREPLACE HEARTHS: PRIOR TO FRAMING, CONSTRUCTION MANAGER SHALL CONSULT WITH PROJECT MANAGER FOR MASONRY OR DESIGNER FIREPLACE AT EACH LOT PRIOR TO FRAMING, ROUGH CARPENTRY SUBCONTRACTOR SHALL VERIFY WITH T.B.I. CONSTRUCTION MANAGER, WIDTH & LENGTH OF HEARTH FRAMING WHICH DEPENDS ON SPECIFIC FIREPLACE FACINGS, AS PER FR-3 THROUGH FR-7. (NO HEARTH FRAMING IS REQUIRED FOR CERAMIC, MARBLE, SLATE, GRANITE, CAST STONE, OR MANUFACTURED STONE FACINGS.) 06 10 00.16 FIRE STOP ALL SOFFITS, DROP CEILINGS, ABOVE HVAC PENETRATIONS THROUGH FLOOR LEVELS & STUD BAYS OF BALLOON FRAMED WALLS (AT 10'-0" O.C. MAX. VERTICALLY AND HORIZONTALLY). 06 10 00.17 FLOOR DIAPHRAGM TO EXTERIOR WALL CONNECTION: INSTALL SIMPSON LTP4 FRAMING PLATES @ 48" O.C., OVER THE EXTERIOR SHEATHING, PER DETAIL FR-34A (TYP). 06 1000.18 CONVENTIONAL ROOF FRAMING AND OVER -FRAMING SHALL BE HEM FIR #2 OR BETTER. FOR AREAS OF ROOF OVER -FRAMING, REFER TO ROOF FRAMING PLANS. 06 1000.19 POSTS: REFER TO THE FLOOR PLANS FOR ALL POST LOCATIONS AND DETAIL FR-60. 06 10 00.20 INTERIOR PARTITIONS WITHIN THE CENTER 1/3 OF THE TRUSS SPAN SHALL HAVE 2x6 NAILERS INSTALLED AT TOP PLATE FOR DRYWALL. TRUSSES (IN CENTER 1/3 OF SPAN) SHOULD BE NAILED WITH ONE ANGLED 16d TOENAIL DOWN INTO THE PARTITIONS TOP PLATE. THE HEAD SHOULD BE LEFT STICKING OUT 3/4",SEE DETAIL FR-27. 06 10 00.21 HURRICANE TIES: FOR BASIC WIND SPEEDS <, OR = TO 100 MPH, INSTALL (1) SIMPSON STRONG TIE H.1 HURRICANE TIE AT EACH TRUSS/GIRDER/RAFTER CONNECTION TO BEARING WALL TOP PLATE, (U.N.O.) FOR BASIC WIND SPEEDS > 100 MPH, INSTALL (1) SIMPSON H10 HURRICANE CLIP AT EACH TRUSS / RAFTER CONNECTION TO BEARING WALL TOP PLATE, (U.N.O.) 06 10 00.22 CRICKET: INSTALL FOR CHIMNEY AT (PROPER) HEIGHT OF V-6". 06 10 00.23 INTERIOR OPENINGS (WITHOUT DOORS) LABELED WITH DROPPED HEADER HEIGHT SYMBOL, IF APPLICABLE 06 10 00.24 TUB ACCESS PANELS: - HALL BATH TUBS 14 1/2"x22", IF REQUIRED - PLATFORM TUBS IN CLOSETS 30 1/2"x22", IF REQUIRED - PLATFORM TUBS AT SIDE OF PLATFORM 30 1/2"x18", IF REQUIRED 06 1000.25 PLATFORM TUBS: FOR SPECIFIC TUB INFORMATION, REFER TO THE PRODUCT STANDARD MANUAL, SEE SHEET A-6 FOR TUB PLATFORM DIMENSIONS. 06 1000.26 LAUNDRY ROOM: FOR SLAB CONDITIONS, WASHER & DRYER BACKUP WALLS SHALL BE 5 1/2" THICK. PLACE SOLID BLOCKING IN WALL BEHIND TUB FOR SUPPORT. FLOOR PLAN DIMENSION SHOWS CENTERLINE OF TUB. 06 1000.27 ATTIC ACCESSES: ACCESS PANEL W/ WEATHE:RSTRIPPING/GASKET 22-1/2"X30" LOCATED PER PLAN. SERVES AS BOTH ATTIC ACCESS & HVAC ACCESS PANEL. LOCATE IN CONJUNCTION WITH ROOF TRUSSES. ALTERNATE ATTIC ACCESS PULL -DOWN STAIRS (WHEN REQUIRED) W/ WEATHERSTRIPPING/GASKET 22"X47" MIN. LOCATED PER PLAN IN CONJUNCTION WITH ROOF TRUSSES & INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. 06 10 00.28 ALL BRACKETS FOR BOX BAY WINDOWS MUST BE INSTALLED TO SOLID BLOCKING. H 06 10 00.29 REAR AND SIDE DOOR SILLS: INSTALL PRESSURE TREATED 2x12 KICK PLATE UNDER DOOR SILL OF EXTERIOR DOORS, 06 10 00.30 OPTIONAL DECKS: INSTALL P.T. 2x KICK PLATE LEDGER AND ALUMINUM LEDGER FLASHING L1.1 06 10 00.31 CHIMNEYS SHALL TERMINATE A MINIMUM OF 2'-0" ABOVE HIGHEST PORTION OF THE BUILDING WITHIN 10'-0", A MIN. OF T-0" WHERE IT PENETRATES THE ROOF. CHIMNEYS SHALL BE (� FLASHED AS REQUIRED. 06 10 00.32 CRAWL SPACE ACCESS PANEL: 36" X 24" ACCESS PANEL W/ 1 3/4" X 14" PSL FLUSH HEADER, U.N.O. 06 1000.33 CRAWL SPACE FRAMING: NOTE TO CONSTRUCTION MANAGER, ADDITIONAL FRAMING INDICATED FOR CRAWL SPACE FOUNDATION SYSTEM MUST BE ORDERED BY THE JOB SITE, (�J 06 1000.34 CONVENTIONAL 2X FLOOR AND ROOF FRAMING: USE No.2 HEM FIR OR BETTER. r-I 06 1000.35 WALL FRAMING: USE STUD GRADE OR BETTER. Q 06 1000.36 BRIDGING @ CONVENTIONAL 2X FLOOR FRAMING: USE 1x3 SPF LUMBER, ONE ROW AT MIDSPAN FOR SPANS UP TO 16' AND TWO EQUALLY SPACED ROWS FOR SPANS OVER 16'. i--I 06 10 00.37 DELETED 06 1500.01 FLOOR SHEATHING SHALL BE 23/32 T&G SUB FLOOR ON FRAMING. 06 17 00.01 PSL (BEAMS ONLY) = TRUSJOIST PARALLAM OR APPROVED EQUIVALENT LVL WITH THE FOLLOWING PROPERTIES: E > OR = 2.0 X 10^6 PSI, Fb> OR=2900 PSI, Fv . OR = 290 PSI, Fc W F_ (PERPENDICULAR TO GRAIN) > OR=750 PSI, & Fc (PARALLEL TO GRAIN) OR = TO 2700 PSI. AT FLOOR FRAMING USING THE ALTERNATIVE 9 1/2" JOIST, ALL 9 1/4" DEEP PSL SHALL BE U SUBSTITUTED WITH 9 1/2" DEEP PSL MEMBERS. PSL POSTS SHALL BE TRUSS JOIST PARALLEL WITH THE FOLLOWING PROPERTIES: E > OR = 1.8X10^6 PSI, Fb > OR = 2,400 PSI AND Fc (PARALLEL TO GRAIN) > OR = 1,400 PSI. Z 06 17 00.02 W.I.J. FLOOR FRAMING SHALL BE SIZED AND SPACED PER PLANS. J 18" W.I.J. SERIES IB800 BY INTERNATIONAL BEAM, 14" AND 16" W.I.J. SERIES IB600 BY INTERNATIONAL BEAM, AJS 20 BY BOISE, SERIES 40 BY GEORGIA PACIFIC, TJI360 OR PRI-60 APA RATED JOISTS, (U.N.O.). 9 1/2" WOOD I JOISTS (W.I.J.) SERIES IB400 BY INTERNATIONAL BEAM, OR PRI-40 APA RATED JOISTS. (NOTE: PROVIDE AN ADDITIONAL 1/4" CONT. SHIM BETWEEN ALL TOP PLATES ui OF GARAGE WALL PANELS &THE FIELD INSTALLED TOP PLATE). z 06 1700.03 W.I.J. BLOCKING BETWEEN FLOOR JOISTS UNDER ALL POINTS LOADS PER DETAIL #15 ON SHEET A-4SD LL 06 1700.04 RIM BOARD SHALL BE INSTALLED AS PER DETAIL #1 & #2 ON SHEET A-4SD, AT ENTIRE EXTERIOR PERIMETER OF EACH FLR. DECK (U.N.O.). PROVIDE AN ADDITIONAL 1" RIM BOARD ( BETWEEN FLOOR JOISTS UNDER ANY DOUBLE JACK (1 KING STUD & 2 JACK) OR GREATER POINT LOAD CONDITION AT EXT. WALLS AS PER 2/A-4SD, 5/A-4SD OR FR-34. .x\``l\\\ N N G� ....E�'OT��,,,. \,off R G 9�G /vo GI S ,ErR�E°,,,,,�``� Q Q Q Q¢ Q a, Q a� > c c �z Q c o v� a� O �'� ( 0) u co _� o > a� E c � � in �_ �_ > Q) ^ .0 a) > > - ra r �! 0 d ,- Lo Q z a rn N LLj 3 c N > +f p M w m F I n N Afth p N u- 0Lu rA Lu s ro; < Ul .. 0 c, z U U N ,I J J O 0O O0 S f9w £Q W uj N O W ' F- O �.. z J$ LLj a:, ER t'SL N IlL BE F, 0 U a.a CL 0 r O O w w r- co ul � O W j3: w U z E O o Lu o H o o w O w V 0 Lu J Q Q w 0 U-1 ~ o w cl- w V w LLJ 0 O w Lij w z = O 0° LLJ a0. = a cn Ow cl� U w m 0 O Z w Q Qua zz� Lu¢O> .J Z CL Q w Q V) = o O H b enLu J 0 z U OO O o vi cez� 0.z U� w m z O w = D cwn F- LLj co Zj = i Q _ co�- cn LLI z z O O Lu Lu O 00 0 z ui Lu O ~ w W d Z LLJ j O s Q Q C) J Q �Q¢cn =z F U cn o m�V)z w w ui tW¢0= 0 w L w ui u ~ 0 U) O z o p cn O F-wzr 0 QzzQ z Lu > z r' `S�z �.u"- 0 0 w ¢ U- U O w w a z w Lu 0 = w F- z�--== s Q j3: m U_ (1) z -1LL. z O O w F- O � z z ui U O O F- V ow pz�r� 0 Q a OO DIVISION 06 WOOD, PLASTICS, AND COMPONENTS (contd. 06 17 00.05 ROOF TRUSS DESIGN LOADS: LOADING CONDITION (PSF)* LIVE LOAD DEAD LOAD ROOF TOP CHORD 30 PSF 10 PSF BOTTOM CHORDS -@ ATTIC >42" CLEAR, ROOF SLOPE OVER 3.12 20 7 -@ ATTIC <42" CLEAR, ROOF SLOPE 3:12 OR LESS 10 7 -@ ATTIC STORAGE TRUSSES 40 10 *ALL LOADS CONCURRENT 06 17 00.06 ATTIC NOT FOR STORAGE UNLESS OTHERWISE NOTED. 0643 00.01 STAIRS: RISERS = 7 3/4" MAXIMUM RISE, TREADS = 10" PLUS 1" NOSING PER R 311.7 STAIRWAYS, UNLESS 8 1/4" MAX. RISE, 9" TREAD HAS BEEN ADOPTED OR ALLOWED BY CODE AMMENDMENT. 06 43 00.02 HANDRAILS: SHALL BE PROVIDED ON STAIRWAYS OF 2 OR MORE RISERS HANDRAILS SHALL BE CONTINUOUS & PROVIDED ON AT LEAST ONE SIDE OF THE STAIRWAY. HANDRAILS SHALL HAVE A FINISHED HEIGHT OF 34" ABOVE NOSING & NAILERS SHALL BE INSTALLED FOR ALL HANDRAILS. ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. 06 43 00.03 GUARDRAILS: SHALL HAVE A FINISHED RAILING HEIGHT OF 37" ABOVE SUBFLOOR NAILERS SHALL BE INSTALLED FOR ALL GUARDRAILS. 06 46 00.01 PAINTED INTERIOR TRIM TO BE FINGER -JOINTED. ALL PAINTED TRIM TO 3E CAULKED WHERE IN CONTACT WITH DRYWALL. 06 46 00.02 STAINED INTERIOR TRIM TO BE SOLID/CLEAR. 06 46 00.03 MITER JOINTS TO BE GLUED -MUST BE PVA TYPE GLUE. 06 46 00.04 CROWN MOLDING: RETURN CROWN MOLDING WITH MITERED PIECE AT OPEN ENDS. 06 46 00.05 BASEBOARD: RAISE ALL BASEBOARDS 1/2" ABOVE SUBFLOOR. 06 46 00.06 CHAIR RAIL; TOP OF CHAIR RAIL TO BE 36" ABOVE SUBFLOOR. RETURN CHAIR RAIL WITH MITERED PIECE AT OPEN ENDS 06 46 00.07 TRIM @ OPTIONS; ALL OPTIONS WHICH REQUIRE TRIM ARE TO BE TRIMMED ACCORDING TO THE STANDARDS DESCRIBED PER THESE GENERAL NOTES AND SIMILAR TO F SHEETS. 06 46 00.08 CLOSETS TO RECEIVE BASE BOARDS AND CASINGS TO MATCH THE ADJACENT SPACE. 06 46 00.09 BULLS EYE AND PLINTH BLOCKS ON FOYER SIDE OF ALL DOORS AND CASED OPENINGS DIRECTLY ADJACENT TO FOYER FLOOR AREA. (SEE NOTE 06 46 00.01) 06 46 00.10 COMPANY APPROVED HOUSE WRAP: INSTALL BEHIND ALL EXTERIOR DOOR AND WINDOW MILLWORK AND UNDER LADDER FRAMING AT FRIEZE BOARDS 06 60 00.01 EXTERIOR MOLDED MILLWORK TRIM MUST BE PACKED OUT WITH 3/4" SCRAP SUBFLOOR TO CREATE A POCKET FOR SIDING. DIVISION 07 THERMAL & MOISTURE PROTECTION 07 20 00.01 WALL INSULATION: - REFER TO REScheck 07 20 00.02 CEILING / FLOOR INSULATION: - REFER TO REScheck 07 31 00.01 ROOF FLASHING SHALL BE INSTALLED AS REQUIRED. 07 31 00.02 COMPANY APPROVED LEAK BARRIER SHALL BE INSTALLED AS REQUIRED BY LOCAL JURISDICTION, IN LOCATIONS PER MANUFACTURER'S RECOMMENDATIONS. LEAK BARRIER SHALL EXTEND DOWN THE ROUGH FASCIA 3'-4" AND ON ALL ROOF SURFACES TO A POINT AT LEAST 48" (MEASURED ALONG ROOF SLOPE) UP THE ROOF, AND AT LEAST 24" (MEASURED HORIZONTALLY) FROM THE INSIDE FACE OF THE EXTERIOR WALL OF THE BUILDING. 07 31 00.03 ROOF SHINGLES ON No. 15 ROOFING FELT ON ROOF SHEATHING. FOR ROOF SLOPES OF 2:12 UP TO 4:12, DOUBLE UNDERLAYMENT APPLIC.ATION IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, UNDERLAYMENT SHALL BE (1) ONE LAYER. 07 31 00.04 CHIMNEYS: SHINGLE WASH @ HORIZONTAL SIDING CHIMNEYS. 07 31 00.05 KICK FLASHING: INSTALL AT ALL ROOF/SIDE WALL INTERSECTIONS, REFER TO DETAIL EXT-46/D-6. 07 31 00.06 PORCH FLASHING: FRAME WALLS, WHICH ADJOIN PORCHES, SHALL BE FLASHED WITH COMPANY APPROVED SELF ADHERING MEMBRANE. FLASHING SHALL EXTEND 6" ABOVE AND BELOW BAND JOIST. ALUMINUM THAT COMES IN CONTACT WITH ANY PRESSURE TREATED LUMBER (I.E. DECK/PORCH LEDGER BOARDS, SILL PLATES, ETC.) MUST BE PVC COATED SIDE FACING TOWARDS THE PRESSURE TREATED MATERIAL. REFER TO EXT-30 SERIES STANDARD DETAILS- 07 46 00.01 CONSTRUCTION MANAGER TO VERIFY SHUTTERS WILL FIT ON EXTERIOR, (I. E. NO CONFLICTS WITH QUOINS, EAVES) 07 46 00.02 ALL CANTILEVER AREAS MUST BE PROPERLY FINISHED AND SEALED ON UNDERSIDE. 07 46 00.03 DECORATIVE CIRCULAR LOUVERED VENTS: - 4'-0" FROM PEAK TO CENTER FOR 18" DIA. VENTS, U.N.O. - T-0" FROM PEAK TO CENTER FOR 24" DIA. VENTS, U.N.O. - 5'-0" FROM PEAK TO CENTER FOR 30" DIA. VENTS, U.N.O. - 6'-0" FROM PEAK TO CENTER FOR 36" DIA. VENTS, U.N.O. 07 62 00.01 ALL 2 X, 5/4 X, AND 1 X RAKE BOARDS, AND TRIM BOARDS (EXCEPT AT OVERHEAD GARAGE DOOR JAMBS) SHALL BE ALUMINUM WRAPPED. 07 62 00.02 GUTTER AND DOWN SPOUTS SHALL BE ALUMINUM. DOWN SPOUTS SHALL BE 3" w/ TERMINATION OVER SPLASH BLOCKS 07 72 00.01 ATTIC VENTILATION: PLACE RIDGE VENT ON ALL ROOF RIDGES, NO MORE THAN 4'-0" FROM THE END OF RIDGE AND NO LESS THAN T-O". PROVIDE CONTINUOUS 12" =ULLY VENTIL�".TED SOFFIT IN 1'-0" ROOF OVERHANG SOFFIT VENTING AT ALL EAVES AND SOFFITS EXCEPT AT PORCH CEILINGS OR AS NOTED. DIVISION 08 OPENINGS 08 1000.01 GARAGE/LIVING DOOR: THE DOOR BETWEEN THE GARAGE & LIVING SPACE SHALL BE A 13/4" THICK HONEYCOMB STEEL OR 20 MINUTE RATED DOOR, MINIMUM. PROVIDE SELF -CLOSING HINGE, IF REQUIRED. 08 1000.02 EXTERIOR DOOR MANUFACTURED BY PEACHTREE (U.N.O,) DOOR SIZES NOTED ON FLOOR PLANS, 08 1000.03 HOT WATER CLOSET DOOR; LOUVERED DOOR REQUIRED WITHOUT CONCENTRIC VENT. SIZE NOTED ON PLANS 08 1000.04 ATTIC ACCESS/UNFINISHED STORAGE DOOR: THE DOOR BETWEEN THE LIVING SPACE AND UNCONDITIONED ATTIC SHALL BE AN INSULATED DOOR. 08 5000,01 BASEMENT WINDOWS SHALL BE 32"X17" (U.N.O.). FOUNDATION SUBCONTRACTOR AND TOLL CONSTRUCTION MANAGER TO ANALYZE THE FOUNDATION OF EACH HOME TO DETERMINE EXACT LOCATION AND QUANTITY OF BASEMENT WINDOWS. THE CONSTRUCTION MANAGER TO VERIFY NONE ARE ELIMINATED AND THERE ARE NO CONFLICTS WITH REAR DOORS, OPTIONS, CANTILEVERED FLOOR FRAMING, ETC. BASEMENT EGRESS SHALL BE (1) 4' WIDE X 4' HIGH ANDERSEN GLIDING WINDOW WITH SCREEN INSTALLED IN CONCRETE FOUNDATION WALL ALONG WITH WINDOW WELL AND CLEAR COVER. EXACT LOCATION OF BASEMENT EGRESS WINDOW TO BE DETERMINED IN FIELD BY P.M./C.M. BASEMENT EGRESS WINDOW IS NOT REQUIRED WHEN EITHER OPTION #015-EXTERIOR BASFMFNT FNTRANCF. nPTTnN #017-WALK-OUIT 611CZFMFNT nR #018-DAYL IGHT gASr-Mr-uT aRG nRnGQl=n D=r-D Tf1 CZTANfldDfl nr-7AT1 CAIf1-'J1 CnD L2ACCMCAIT Cf`DCCC IAJTNirld1iA! �i.niti� vnv�i ♦t-v. n�i �n Iv JEn17L/f1nV LfLI/'11L ITV-L1 I lJf\ UPEJLI'ILII I Lti7 f\CJJ YY lIiVVYY. 08 50 00.02 WINDOW MANUFACTURED BY SILVERLINE (U.N.O.). SIZES NOTED ON PLANS ARE ANDERSON NOMANCLATURE (SILVERLINE SIZESTO APPROXIMATE ANDERSON SIZES). ALL SLEEPING ROOM WINDOWS (REQUIRED FOR EGRESS) SHALL MEET THE REQUIREMENTS OF THE NATIONAL, STATE, OR LOCAL CODES FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. 08 50 00.03 WINDOW HEADER HEIGHTS (U.N.0): 8' WALL HEIGHT 9' WALL HEIGHT 10' WALL HEIGHT 10' WALL HEIGHT (AQ FRONT ELEVATION) KITCHEN CASEMENT KITCHEN DOUBLE HUNG (AQ ONLY) TRANSOMS - KITCHEN/BATH OVER VAN OPT. 159 - AR31 OPT. 157 - 2846 w/ CTN28 1ST FLOOR 2ND FLOOR ]'-2 7/8" 8'-2 7/8" T-2 7/8" 8'-9 3/8" - 8'-2 7/8" - 7'-S 1/2'1 8'-2 7/8" 9'-4 5/8" 8'-4 5/8" W-4 5/8„ T-4 5/8" 08 5000.06 'T' FLASHING: INSTALL AT PALLADIAN WINDOW PANEL, AS REQUIRED. 08 50 00.07 SIDELIGHT GLAZING AT EXTERIOR DOOR SHALL BE TEMPERED. 08 50 00.08 WINDOWS SHALL COMPLY WITH THE FOLLOWING: IN DWELLING UNITS WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVE THE FINISH GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. GLAZING BETWEEN THE FLOOR AND 24 INCHES SHALL BE FIXED OR HAVE OPENINGS THROUGH WHICH A 4INCH DIAMETER SPHERE CANNOT PASS. DIVISION 09 FINISHES 09 20 00.01 GARAGE - CEILINGS AND DROPPED BEAM SURFACES TO HAVE (1) LAYER OF 5/8"THICK TYPE 'X' GYPSUM. ALL INTERIOR GARAGE WALLS TO HAVE (1) LAYER OF 1/2" GYPSUM. (NEW JERSEY AND ILLINOIS: - ALL INTERIOR GARAGE WALLS AND EXTERIOR LOAD BEARING GARAGE WALLS TO HAVE (1) LAYER OF 5/8" TYPE'X' GYPSUM ON THE GARAGE SIDE OF THE WALL. GARAGE CEILING TO HAVE (2) LAYERS OF 5/8" THICK TYPE'X' GYPSUM WHERE THERE IS LIVING SPACE ABOVE ATTACHED PRIVATE GARAGE.) 09 20 00.02 BASEMENT STAIRWELLS TO RECEIVE DRYWALL TO STAIR STRINGER AND DOWN TO BOTTOM OF LOWER STAIR. 09 20 00.03 DRYWALL ATTACHMENT (WITH OR WITHOUT ADHESIVE) FOR WALLS UTILIZING THE PRESCRIPTIVE METHOD: INSTALL CODE APPROVED NAILS PER IRC TABLE R702.3.5 OR No.6 - 1 1/4" TYPE S OR W SCREWS @ 7" D.C. AT ALL FRAMING MEMBERS. FOR CEILINGS: INSTALL CODE APPROVED NAILS PER IRC TABLE R702.3.5 @ 7" Q.C. OR No.6 - 1 1/4" TYPE S OR W SCREWS @ 7" O.C. AT ALL FRAMING MEMBERS. FOR SPECIFICALLY ENGINEERED HOMES DESIGNED TO RESIST LATERAL NOT UTILIZING THE PRESCRIPTIVE METHOD, No.6 - 1'/4" TYPE S OR W SCREWS MAY BE INSTALLED @ 8" O.C. AT EDGE SUPPORTS AND 12" D.C. AT INTERMEDIATE SUPPORTS, 09 24 23.01 DELETED 09 24 23.02 DELETED DIVISION 10 SPECIALTIES 10 2B 00.01 MEDICINE CABINETS: - MASTER BATH SIDE WALL (AGE QUALIFIED AND ATTACHED) 14"x 18" (56" A.F.F. TO BOTTOM OF ROUGH OPENING) - HALL (SECONDARY) BATH SIDE WALL (ALL PRODUCT LINES) 14"x 18" (56" A.F.F. TO BOTTOM OF ROUGH OPENING) 10 28 00.02 PANTRY AND LINEN CLOSETS: INSTALL (4) 16" DEEP SHELVES IN EACH CLOSET AT THE FOLLOWING HEIGHTS ABOVE SUBFLOOR UNLESS OTHERWISE NOTED. SUBFLOOR: +2'-0", +3'-41I1 +4'-8",+ 6-0". 10 28 00.03 CLOTHES CLOSETS: THE TOP OF ALL CLOTHES CLOSET SHELVING SHOWN AS SINGLE SHELF SHALL BE 70" ABOVE SUBFLOOR. THE TOP OF ALL CLOTHES CLOSET SHELVING SHOWN AS DOUBLE SHELF SHALL BE 42" AND 84" ABOVE SUBFLOOR. 10 28 00.04 LAUNDRY ROOM SHELVING SHALL BE A SINGLE 12" SHELF ABOVE THE WASHER & DRYER- LOCATED 58" ABOVE SUBFLOOR. INSTALL SHELF WALL TO WALL UNLESS SHELF WOULD CONFLICT WITH A DOOR OR WINDOW OPENING. DIVISION 21 FIRE SUPPRESION 21 10 00.01 FIRE SUPPRESSION: WHERE REQUIRED, RESIDENTIAL FIRE SPRINKLER SYSTEMS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH IRC2012 SECTION P2904 OR NFPA =3-D. AS WELL AS STATE AND LOCAL REQUIREMENTS. DIVISION 31 EARTHWORK 3120 00.01 FOUNDATION DRAINS: EXTERIOR 4" PERFORATED PIPE IN 2" OF #2B STONE. STONE SHALL EXTEND 12" BEYOND OUTSIDE EDGE OF FOOTING AND 6" ABOVE TOP OF FOOTING, AND COVERED WITH APPROVED FILTER FABRIC MEMBRANE. INITERIOR 4" PERFORATED PIPE IN 2" OF #2B STONE. INTERIOR DRAIN IS AVAILABLE TO MITIGATE FOR RADON. PIPES SHALL INDEPENDENTLY CONNECT TO SUMP PIT. NNE %�. 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