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HomeMy WebLinkAboutAD Specs 033023LL 0 Q ti M 66 M N O 00 C) r 0) ryi / M O dl C) O +-+ C) 0 0 0 W • Ln LA i r) 12 5[::�; ►— p 7- Lj U-D 5/0x4/66L. Ll -11F1 3/0x3/6S n F 4/0x4/06L G.I. GUTTER W/ REQ'D. DOWN SPOUTS (NOT SHOWN) ON 2x8" FASCIA SIDING VINYL (PER OWNER) 1x4" R.S. TF ------------------------------------------ LEFT SIDE ELEVATION COMPOSITION ROOFING (PER OWNER) 12 IIIII�5 Plan license for ONE construction only at this site: 421 Maple St. Little Rock, AR Copyright www.houseplans.pro www. house Dians.PLO- :IM �IF 4/0x4/05L �IF 5/0x4/06L. F111 ❑❑ cs� ------------------------------------------ RIGHT SIDE ELEVATION SCALE: 1/4" =1' -0" REAR ELEVATION SCALE.- 1/4" =1'-O" FRONT ELEVATION NCB . GUTTER W/ =Q'D. DOWN 'OUTS (NOT SHOWN) 4 2x(5" FASCIA YL R) SCALE: 1/4" =1' -0" J p p W Ow¢F U W o� Ucn� O 'n W � z 0 O a` w z n > w z o c O :2 O c o F In — In w U J Q z J < w Q > a W Q a a Of w w O m 6 s ao O W n (/ > Z LLJ U o Q O L Z Q 3 T S N P O Q 7- 7-0 J m Z p �; n Q LLJ W S m m W E O a.0 nZU S OQ�� 0 O o `o Z } <>-v0� Q o Q CCw�Z a U w > O <n' O o o a N U J _ W Q _ N O z O o X n z 0 z L a o � Ld -a a O m a�F- L0UOZ Z Q 0 a a O w 0 —�_ H fa� U)Z 0 6 0 Q W C Z Q <n = O w(n (nZ o W c U a E 5 — w Z Z O z — W U O Tm <n N p= Z — Z �_LLJO W T-0 CC:�EjZp:5 U U 0 N .N N E 0 C .2 0 V ine Q i Q v� N � � O � 0) LU Z o O } J L V 3 0 0 � Q s C-4 � V V N o � CV) N to , rn 10 0 c14 .� 0 M 0 00 L N � Q > 06 J �V) m i Q Q � _ •— w N m • — (N O �� �� o Z 0 p � � LL U 6 r Z r m w 3 � 0 a V SHEET 1 of 5 PLAN NUMBER 10143 r�� 32'-0" 21'-(0" 13'-611 5 3(ox3(ox12" CONC. PAD FTG. i W/ #4 REBAR 9" O.C. 5 EACH WAY F 1 5 cj III II II I I 30x30x12 C C. PAD FTG. SYM. W/ #4 REBAR 'a " O.C. I I I EACH WAY z 5 I � I z I I I 4" ONC. SLA / 5 &X(o- 2.1XW . W.W.M. I - 0 m 0 I OVER " COMP. I 0 !F_AVE_*LL 1 I4" CON(. SLAB W/ LOP1 (oX(o-W2.IXW2.1 W.W.M. N TO ARD DO S 11 GRARVEL FILL W/ (o MIL POLY V15OUEEN 30x30x12" CON PAD FTG. VAPOR BARRIER ER R-15 RIGID W/ #4 REBAR O.C. INS . 24" WIDTH EACH WAY, PERIMETER 14'-0" ,3'-(11 3(ox3(ox12" GONG. F"4b FTG, I I ^N W/ 1*4 REBAR 'W g" O.C\ I 5 II B 5 EACH WAY I I I I I - �T� I��II I I 5 © www. ho se lans. ro x I I 4" CON(. SLAB OVER p p \\— — —\� 4" COMP. GRAVEL FILL 3'-3" 21'-ro11 32'-0" FOUNDATION PLAN R AID Oil CONTROL The method of radon control shall be identified on the plans for crawl space or slab -on -grade construction: Crawl space: 1. Mechanically ventilated \ 2. Passive sub -membrane depressurization \ 3. Permanently open foundation ventilation per R408.1 and a blower -door building -tightness test. Slab -on -grade and basement: \ I. Passive sub -membrane depressurization system. All new building floors shall be properly sealed to prevent radon gas from entering. A: Indicate and detail the provisions for Radon Control Measures under the crawl space slab and extending through the roof, to exhaust a minimum of 12" above the roof surface. B: Indicate the location of risers and manifold of multiple risers, where applicable. C: Indicate venting of each under -slab area separated by continuous walls or strip footings. E. Indicate the pipe size (diameter) and material specified for the system. F: Indicate a dedicated electrical circuit in either the attic or crawl space For the future connection of a dedicated exhaust fan for each system or systems SCALE: 1/4" = P -0" a i ( _XTVDF#2 U� to- 0 0%� .O r4o — (oxV DF#2 4x(o POST 2 5 POST (oxro" POST rox8" DF 4xro " POST 13/4 "xII I/a ° LVL. (FLUSH) 4 II L 010 © www.houseplans.pro Plan license for ONE construction only at this site: A21 Maple St. Little Rock, AR Copyright www.houseplans.pro UPPER FLOOR FRAMING PLAN 3 5 SCALE: 1/4" =1' -O" FRAMING NOTES ALL HEADERS TO BE rox8" DF#2 LOCATED ABOVE ALL EXTERIOR OPENINGS TYPICAL UNLESS NOTED OTHERWISE PROVIDE 2x SOLID TRIMMERS AT EACH END OF EACH HEADER UNLESS NOTED OTHERWISE PROVIDE VERTICAL SUPPORT AT EACH END OF EACH LOAD BEARING MEMBER MIN. (2) 2x6" U.N.O. PROVIDE POSITIVE CONNECTOR AT EACH POST 4 BEAM CONNECTION AS REQ'D. (U.N.O.) PROVIDE BRIDGING AT MID SPANS OVER 10'-0" ALL MULTIPLE JOIST TO BE GLUED AND NAILED W/ (2) ROWS Irod NAILS 6 V O.C. STAGGERED PROVIDE FIREBLOCKING TO CUT OFF ALL CONCELED DRAFT OPENINGS BOTH VERTICAL 8 HORIZONTAL AS PER IRC R&02.8 J p p W Ow¢F U W o� Ucn� O 'n V) z 0 O a` w z n > w z o c O :2 O c o F — In In w U J Q z J < w Q > a a U�z W Q a a oe� w w O In m 6 s ao O W n (/ > Z LLJ U o Q O L Z Q 3 T S N P O Q i J Z o v n 0 Q Li, W S M M L1J E nZU S OQ�� o Z } v0� Q Q a U w > O <n ' O o o a N LLJ J _ U W Q _ N O z O o X n z 0 z L a 7 o� Ld a -a O m a�F- L�UOZ Z Q 0 a a F7 O w U = QU fa� Z0 'L' U Z Q N O (nZ o �c� aE �— Zz0 z��— wNp=cn o Tm r <n F- z— z O w � TKO cc�p� .N N O E O C O 0 V ine Q pQ N � � O LU Z o o 0 ._ s J L N 3 � Q s C-4 � V V N o ` N ('7 to rn 10 o (V CM O 0 L N Q o � a) N o Lm J L Q /1 lL 2 H •� TT� Vi W N � � m • _ (N 0 � o Z 0 LL U C, r Z m 3 � 0 a V 1 SHEET 2 OF 5 PLAN NUMBER 10143 LL 0 O Q M Iq Ol M N O 00 O TM- O +-+ O O O O a .Ln N tA 0) i MAIN FLOOR PLAN Plan license for ONE construction only at this site: 421 Maple St. Little Rock, AR Copyright www.houseplans.pro SCALE: 1/4" =1' -0" C 3ro" DEEP LANDING BADE AS REO'D. BY CIS (FIELD VERIFY) �UAFE FOOTAGE TOTAL: 7970 r-;;ARAG;E /o /o (d d# UPPER FLOOR PLAN XH,45T FAN NOT LOCATION KITCHEN FAN 100 CFM BATHROOM FAN (1) 50 CFM LAUNDRY FAN 50 CFM • 50 CFM (1-2) BEDROOMS WHOLE HOUSE FAN O SO CFM (3) BEDROOMS (choose one) O 100 CFM (4) BEDROOMS O 120 CFM (5) BEDROOMS NOTE: WHOLE HOUSE FAN TO HAVE 24 HOUR TIMER SWITCH HOT WIRED AND UNDERCUT DOOR FOR AIR PASSAGE (TYP.) I n I —II SCALE: 1/4" = l' -O" 110v@ 6rn0�,e/ca rlo0r trorox i de O et ect ar CO Provide one smoke/carbon monoxide detector (min.) per floor and one in each corridor accessing bedrooms 4 in bedrooms. All detectors located outside sleeping rooms shall be interconnected so that when one is tripped the all will sound. Provide battery backup for all units. J p p W Ow¢� U W Ucn� O 'n V) z 0 O a�� Mtn W a` w z n > w z o c O :2 O c o F n w Q z J < w Q > a t] a W Q w O m 6 s ao O W n (/ > Z LLJ U Q Q O L Z Q 3 T S N P O Q 7- i J Z p 3 N 0 Q LLJ W = m m W n Un E O a.0 OQ�� 0 O o Z } v0� Q i o Q CCw�Z n' 0 o o a N U J n= W Q _ N O z O o X n z 0 z L a o � Ld -a a O m a�F- [nUOZ Z Q 0 a a F7 O a� w 0 6 0 Q W C Z Q N � O w(n Cf) o c a — Y Z O Z O z 0 — WNp=UI F- Z — Z LLJO W � TKO cc�p� • W .N N _>1 E O C .0 O � L V ine Q i Q v� N � � O � W j Z O 0 s J i V) 3 a� _o � Q s � � Q C4 O � � V V cV O ` N (', to rn 10 0 (VLd .� 0 CM 0 00 0 L N Lo Q Q N i o o > 06 J �V) 0] L Q lL N • _ (N 0 �� o z 0 LL U 6 r m Z m Y LL a = a � V � SHEET 3 of 5 PLAN NUMBER 10143 r�� Plan license for ONE construction only at this site: A21 Maple St. Little Rock, AR Copyright www.houseplans.pro NOTE: THE EXTERIOR WALL ENVELOPE SHALL BE INSTALLED IN A MANNER TO FOLLOW WATER THAT ENTERS THE ASSEMBLY TO DRAIN TO THE EXTERIOR. THE ENVELOPE SHALL CONSIST OF AN EXTERIOR VENEER, A WATER RESISTIVE BARRIER, A MINIMUM 1/V SPACE BETWEEN THE WATER RESISTIVE BARRIER AND THE EXTERIOR VENEER AND INTEGRATED FLASHING. THE 1/0" SPACE IS NOT REQUIRED WHERE THE EXTERIOR VENEER OR WATER RESISTIVE BARRIER COMPLIES WITH (ASTM E2273) COMPOSITION ROOFING PER OWNER ON 15# FELT OVER 1/2" CDX. PLYWD. SHEATHING IRDER TRUSS 4 5 ©WNW.1housepIcans.pro FR. USS S a 24" O.C.\ 12 �5 I I I I I I I I I I I I 3/4" T4G PLYWD. 3 i 2 GLUED 4 NAILED OVER FLOOR JST. PER PLANS 4 6x12" HDR. I ------------ ALL WARM WALLS, POST, BEAMS AND CLG. TO HAVE 4" CONC. SLAB W/ (1) LAYER 5/S" TYPE "X" 6X6-W2.1XW2.1 W.W.M. GWB. TAPE 4 FINISH OVER 4" COMP. GRAVEL FILL W/ 4" GONG. SLAB W/ 6 MIL POLY V15QUEEN ` 6X6-W2.IXW2.1 W.W.M. VAPOR BARRIER OVER 4" COMP. PROVIDE R-15 RIGID GRAVEL FILL INSUL. 24" WIDTH SLOPE 1/S":12 PERIMETER TOWARD DOOR BUILDING SECTION ST m. 1 O ATTIC VENTILATION CALCULATION UNIT VENTILATION REQUIRED VENTILATION PROVIDED TOTAL -168 FT' x 144 IN' x 1/150 Cl(o) LF EAVE VENTS = 35-1.2 1412 -13-1.20 IN REQ'D. (6) ROOF JACKS =384 IN N/A GABLE VENTS = NOTES: EAVE VENTS = 41IN2 PER LINEAL FOOT RIDGE VENTS = 181N2 PER LINEAL FOOT ROOF JACKS = 641N2 EACH (MIN.) GABLE END VENTS = IVO = 255 IN2 12 "i O.N. 0 s 4 4x6" 5 POST x8" F#2 MFI TRU�5E5 24" C.C. 5"12 22x m" ATT C ACCESS F — on 4x6" POST © www.houseplans.pro s ROOF FRAMING PLAN SCALE: 1/4" =1' -O'i TYPICAL EXTERIOR WALLS SIDING (PER OWNER) ON 1511 FELT ON 1/2" CDX. PLYWD. SHEATHING OVER 2x6" STUDS 0 16" O.G. W/ REQ'D. VAPOR BARRIER ROOF NOTES ALL TRUSSES TO CARRY MFR. STAMP AND BE INSTALLED 8 BRACED TO MFR. SPECS., TO HAVE DESIGN DETAILS & DRAWINGS ON SITE AND SHALL NOT BE FIELD ALTERED. ALL HEADERS TO BE 6x8" DF#2 OR BETTER UNLESS OTHERWISE NOTED. PROVIDE 2x SOLID TRIMMERS AT EACH END OF EACH HEADER UNLESS NOTED OTHERWISE PROVIDE VERTICAL SUPPORT MEMBER AT EACH END OF LOAD BEARING MEMBERS (MIN.) 2-2x6" STUDS (U.N.O.) PROVIDE POSITIVE CONNECTOR AT EACH POST 4 BEAM CONNECTION AS REQ'D. (U.N.O.) GUTTER AND DOWN SPOUTS (PER OWNER) TO BE PROVIDED AS REQUIRED BY CODE. ALL SHADED AREAS = FRAME OVER TO BE MIN. 2x6" RAFTERS e 24" O.C. UNLESS OTHERWISE NOTED. ROOF MATERIAL PER OWNER (SEE PLANS) OVER MIN. 15# FELT OVER 1/2" CDX. PLYWD. SHEATHING UNLESS OTHERWISE NOTED. 1X 4x6" POST 4x6" POST s 1Y SCALE: 1/4"=1'-Oii J p p W Ow¢� U W o � U n O ' n W � z 0 O > w z o c O O c o F w Q a a Of w wm0 6 s ao O W n (/ > Z U o Q O L- C,) H O Q z� o� o QWw 7Q�� o o `o Z } �,v0� Q `O Q ccw�z a,0 w>O0 0 o o a N U J U)_ W Q _ N O I-- z O� oX cn�0 z a O a O mo O a a H COU Z Q— 0 =O a g w 0 6 0 Q W Z Q O o c U a E 5— w Z Z O z U O— WN:=UI O Tm w F- Z — Z �_ O W �:per .N N a E O C O O V ine Q i Q v� N � � O � 0) LU Z N } O O ._ s J L V 3 0 0 � Q s C4 O U V N o ` N ('7 to rn 10 0 (V M O 00 L N Lin Q 0 � a) N o J '(n m i Q Q � _ •— w N m • — U)O o Z 0 LL U C, r Z r m � 3 � 0 V SHEET 4 of 5 PLAN NUMBER 10143 Plan license for ONE construction only at this site: A21 Maple St. Little Rock, AR Copyright www.houseplans.pro LL Ln dl 6l Lri M N O 00 r O Tm- 0) M O O dl O 0 O O N • Ln tA 0) i r) NOTE: HANDRAIL MFR. TRUSSES e 24" O.C. (SEE PLANS) PROVIDE MIN. 3x CARRIAGE HAND GRIP SHALL NOT 1 1/2� MIN. BE LESS THAN 11/4" OR ROOFING PER PLAN ON 15# FELT AT PARTY WALL AS REQ'D. SPACE OVER 1/2 CDX. PLYWD. SHEATHING MORE THAN 25/8 IN \ 2x CONTINUOUS GROSS -SECTIONAL \ (SEE PLANS) SOLID BLOCKING DIMENSION &IMP. H2.5 TRUSS TIE 'a 24" O.C. 1" FOAM AIR BAFFEL MIN 12" ABV. INSUL. FINISH WALL CONTINUOUS - BEHIND STAIR CARRIAGE FINISH REQ'D. INSUL. � � � ��=_== === 2x SCREENED BLK'C�. TREAD "' \ G.I. GUTTER ON \ 2x8" FASCIA BD. 2x CONTINUOUS SOLID BLOCKING 1/2" GWB. SEE PLANS 2x12" Jt CARRIAGE REQ'D. INSUL. 36" H. 1/2 WALL SECTION W/ 1x(O" WD. CAP NOTE: EXTERIOR WALLS 2x&" STUDS 'a 16" O.G. W/ 15# FELT OVER 1/2" GDX. I 2-2x TOP PLATES (TYP.) O.H. 1/2" 1'-O" 3(o" H. RAIL W/ PLYWD. SHEATHING IL SEE PLANS SPACING (SEE PLANS) BETWEEN EACH � I� I ROOF COI�I 's EAVE DETAIL BOLT NEWEL TO PICKET AS SO . STAIR CARRIAGE NO OBJECT 4" IN DIA. 5 SCALE: 1" = 1'-0" 4 FLR. SYSTEM OR LARGER SHALL PASS THRU 2-2x ii HEADER 1/2" PLYWD. RISERS L E LDGER I1/2" PRE-MFR. WD. HANDRAIL INSTALL TO CODE BULL NOSE TREADS GLUED 4 SCREWED SIDING PER PLAN OVER I ��J: `�- -� I SIDING PER PLAN OVER BOLT NEWEL TO 15# FELT OVER 1/2" CDX. T G PLYWD. T G PLYWD. -� 15# FELT OVER 1/2" CDX. X STAIR CARRIAGE (3) 2x12" CARRIAGE d 4 FLR. SYSTEM PLYWD. SHEATHING (SEE PLANS) I �� GLUED NAILED GLUED NAILED �, J ; J PLYWD. SHEATHING (SEE PLANS) OVER TJ I FOR. OVER TJ I FLR.-'� �� 2-2x r 2-2x HEADER HEADER 2x BOTTOM PLATE I J �; J JST. PER PLAN JST. PER PLAN �;� I 2x BOTTOM PLATE 1 "MIN. NOTE: p STAIR 2x BLOCKING FOR AILING CLG. 2x Z PROVIDE LEDGER O LUMINATION AT LAND ING& AND I X 2x BLOCKINGCi TREADS W/ SWITCH CONT. 2x RIM JOIST '� AS REQ'D —GONT. 2x RIM JOIST FIRE BLOCKING Z CONTROL AT EACH FLOOR LEVEL 5/S" TYPE "X" GWB. 2x THRUST BLOCK 2-2x TOP PLATES 2-2x TOP PLATES TYP. UNDER STAIRS NAILED TO SUB FLOOR 8 NOTCHED INTO CARRIAGE 2x�o" STUDS '� 16" O.C. W/ I L ; J 1/2" GWB. (SEE PLANS) I/2" GWB. (SEE PLANS) �� J I 2x(o" STUDS e I((o" O.C. W/ 2x SOLID BLK'G. REQ'D. INSUL. (SEE PLANS) REQ'D. INSUL. (SEE PLANS) GENERAL STAIR DETAIL g SCALE: 1/4" = 1' -m" FLOOR TO FLOOR CONN. DETAIL FLOOR TO FLOOR CONN. DETAIL NOTE: 3 THIS DETAIL IS FOR GENERAL PURPOSE ONLY SCALE: 1" = 1'-0" JOIST PARALLEL TO WALL SCALE: 1" = 1'-0" JOIST PERP. TO WALL AND NOT &PACIFIC TO PLANS © www. house lans. pro © www. house lans. pro STUD WALL (SEE PLANS) GYPSUM WALLBOARD III GARAGE DOOR WEB STIFFENER AS REQ'D. EXT. WALL (SEE PLANS) PER OWNER 2 X 8" TRIM BD. 4" GONG. SLAB W/ FLOOR BEAM (SEE PLANS) T 4 G PLYWD. ° CAULKED 1/2" EXP. JNT. III (ox/o-W2.1xW2.1 W.W.M. OVER GLUED 4 NAILED 1/4"(P x 3" LAG SCREW DRIVEWAY PER OWNER -\ III SLOPE AWAY FROM BLD'G. III 4" COMP. GRAVEL FILL W/ (o MIL POLY V.B. MFR. MTL. HANGERS SIMPSON LU210 (EA. SIDE) OVER TJI FLR. JST. PER PLAN 2'v SLOPE SLAB 1/0" PER FT. MI 2x4" LEDGER IF 12 • 1/4"0 x 3" LAG SCREW 1/a SLOPE WATER HEATER W/ WASHER a HOLD TIGHT ,-x-—x—,—x- — -X- TO GYP BD. 4" MIN. 3/4 x 16 GA. PERF. STEEL PLUMBERS 0 o a CONCRETE RATED TAPE ENCIRCLING -° 0 MOISTURE BARRIER PLAN TANK FROM BOTH SIDES ° /. I ° 0 � � (U #4 GOAT. HORIZ. RE -BAR MIN. 3" CLR. FLEXIBLE WATER CONN. o / \ INSUL. AS REQ'D, ° 4" PERF. DRAIN TILE°R°�°R°g° _ _ ° ° AT HEATED AREAS GWB. AS REQ'D, SET IN GRAVEL AS REQ'D. SUPPORT POST W/ REQ'D. (SEE PLANS) I #4 VERT. RE -BAR a 48" O.G. POST TO BEAM CONN. 2-04 CONT. HORIZ. RE -BAR I�" W/ ALT. HOOKS MIN. 3" CLR. I I MIN. 3" CLR. A& REQ'D, I I 1/4"� x 3" LAG SCREW 1/ GRADE 5AM a GARAGE FLOOR TO 5EAM CONN. DETAIL WASHER 2 I 5 SCALE: 1" = 1'-(d" SCALE: 1" = 1'-O" 2x4" LEDGER © www. house lans. pro 1/4"(P x 3" LAG SCREW 0 o SIDING PER PLAN OVER 15# FELT I (P.T.) 2x(oMUD SILL --7 SIDING PER PLAN OVER 15# FELT r ,J i— „ OVER 1/2 CDX. PLYWD. SHEATHING I OVER 1/2" CDX. PLYWD. SHEATHINGSSUB-FLOOR W/ 1/2"OAO" A.B. 4V O.G.�-� OVER L I OVER 2x(o" STUDS a 16" O.C. I 3/4" xll9, GA. PERF. OVER 2x(o" STUDS a 16" O.C. I 1/2" EXP. JNT. 4" GONG. SLAB W/ I W/ REQ'D. INSUL. (SEE PLANS) I STEEL PLUMBERS I (ox((o-W2.IxW2.1 W.W.M. I;� TAPE ENCIRCLING 1-#4 CONT. HORIZ. RE -BAR I 4" GONG. SLAB W/ OVER 4 COMP. �;� (P.T.) 2x6" MUD SILL I W/ 1/2"�xIO" AB 6 48" O TANK FROM BOTH I (ox(o-W2.1xW2.1 W.W.M. GRAVEL W/ (o MIL I SIDESI I I OVER 4" COMP. POLY V.B. 1-1*4 G NT. HORIZ. RE -BAR 11 GRAVEL W/ (o MIL I I z II POLY V.B. _ _X� _x_ —X o I/4"(P x 3" LAG I R-15 RIGID co SCREW I FINISH GRADE I X— — —X— —X— —X INSUL. 24" WIDE FI LXIBLE CONN. 2x4 LEDGER / I UNDER SLAB V ° / / #4 -1K 1/4"� x 3" LAG SCREW ANCHOR WATER HEATER W/ WASHERTO X / / z \ oo — \ \ \ I � ? X °o�� BASE- BASE TO FLOOR j - - IAM TER --� L _ _ °° o°°�o\ �@ iJ° ° r I ° °°° �@ 4 UJ TER AT RAISE PILOT LIGHT ° ``�- o 11 o PLUS 2' MIN. MIN. la" A.F.F. AT GARAGE 50 - #4 VERT. RE -BAR 45" O.C. #4 VERT. RE -BAR 45" O.C. - o° . - LOCATION W/ ALT. HOOKS / MIN. 3" CLR. W/ ALT. HOOKS / MIN. 3" CLR. ° o oo 3 � A XILIARY DRAIN PAN W/ OUTLET ELEVATION TO OPEN 3/4" MIN. DRAIN LINE 4" PREF. DRAIN TIL 2-#4 CONT. HORIZ. RE -BAR 2-#4 CONT. HORIZ. RE -BAR 4" PREF. DRAIN TILE PITCHED FOR PROPER DRAINAGE SET IN GRAVEL AS REQ'D. 12„ 011 AS REQ'D. AS REQ'D. 12„ SET IN GRAVEL AS REQ'D. WATER HEATER ANCHORAGE l STORY STEM WALL DETAIL 1 STORY STEH WALL DETAIL 8 ri 1 SCALE: 1" = 1'-0" r✓- SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" © www. house lans. pro © www. house lans. pro © www. house lans. pro E J = W p �� O w¢� U W o U n , 'n oN � z 0 O� a� n�W a LJ > w z o O o � 0- S Wow U J Q w Q > a Q a a Of w Wmo 6 L goo n (/ L>, Q Q O Z Q 3 > = N P7- oQ J � Z W. 3 N 0 = m m W T _ 0 ~ W --'= cnz � H o o o `o Z } <>-v0� Q Q W>00 n 'sU o o U N U J _ W Q _ O I-- z °� oX C/) z Q O 0 mo U O a s H Z = Q�O O O F- w U Z F 0 z 6 0 Q W Z Q N o O zZZZO 0 a E— Z O O— WU, �mr F-W 7E 0 � cc�p:5 N N N O C O C O 0 UL Q N N � � C; O U ine LU Z N } o 0 J L N 3 � Q s C-4 � V V N o ` N C? to rn 10 o 04 O 00 L N � Q 0 a a) d N C45J 'v5 m Q Q •— w N m • _ (N s m � M z 0 r LL U 6 r m Z m o Y a = a in U a SHEET 5 OF 5 PLAN NUMBER 10143 r��