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REVIEWED FOR CODE COMPLIANCE U x J FRONT ELEVATION CITY OF ATLANTIC BEACH >L - d SEE PERMITS FOR ADDITIONAL _ _ REQUIREMENTS AND CONDITIONS U U ^ 0 UJ M Z �..� REVIEWED St—APA, DATE:'3// 2 < 0 0 w W LL 0 PAC EXISTING z o Z •�—+ I- O FOUNDATION PLAN a. w m `"'� wo E �' W _ � 4� a PACE 2. - FOUNDATION PLAN w - � d -�-� - —4 o PACE S - FIRST FLOOR o J Z W +-'' d PAGE 4 - SECOND FLOOR o Z Z w O , �4 �4 PACE S - ATTIC STORAGE > dj w ww U J m Ft > w PACE 6 - FRONT ELEVATIONS w I- d JOB NO: > U Z w DRAWN BY: xx PAGE 7 - SIDE ELEVATIONS a w � LL PRDJ,3: .j �Ro�. MSR.: xx W > o DATE LAST SAVED: 3�30��0�5 PAGE 8 - ROOF PLAN PAGE 9 - ELECTRICALS PLANS W z PAGE 10 ELECTRICAL PLANS � z � w 1 0 � Z SHEET TITLE PAGE I I DETAILS u w O o Cover Sheet PAGE 1 1 - GEN. NOTES u � o OFN AO (A * c=nwd Q � 0 SHEET 0 OF i I i w da p p I i x x w I i I 60'-4»(+/-) W0 I 0 O I 0 38'-52"(+/ -) 21'-102 0 »(+/-) I o 1 cq 11 a z z i i i U I W m EXISTING FINISH FLOOR p U jw + � Qm i DEMO EXISTING N 0 W - CONC. STEP UP/ Z �: FORM SMOOTH WITH NEW W z & EXISTING SLOPE (na � W NOTE:EXISTING 4" CONC. E (SITING W (n SLAB(TYP.) STP OWN _ 0 i _ 0 LO - Q N M @ O N f- NOTE: EXISTING 8X8X16 CMU EXISTING 3j" CONC. STEP WW W + BLOCK STEMWALL(TYP.) �n N + N Z wd = i > Z U � � EXISTING BEARINGN = W -6 STEP DOWN FOOTING ,� O (rr 71 W N } EXISTING FINISH FLOOR h+� N 7 cn a. WJQ w U � + 0 C. ,. dF4 F-1 N Ups. � w W pip � EXISITING ISTEP d 3: < < C2 C) DOWN U) 0(n m O Q U W L9 NOTE:EXISTING 4" CONC. Z p Z U? SLAB(TYP.) EXISTING BEARING IL ?Q W i TURNDOWN FOOTING LL L0 J O w W Q LL, d oWo ° U NOTE: EXISTING EXISTING GARAGE DOOR Q p U m n MEASUREMENTS MAY ROUGH OPENING VARY, FIELD U in U. - J VERIFY LOCATIONS AS CIO F NEEDED. :) 3: U) 0:3'-2" 16'-0" 3'-2" U U 0 < :) W LL U) 0� d� 0 0 Q I- O. W W0: p � zw ow j WJW = 0 >WUU W ..1 m W W FR., < a JOB NO: #### > U = W DRAWN BY: XX Q W Q W CHECKED BY: Z J Q W PROD. MGR.: XX W = } W 0 DATE LAST SAVED: 3/30/2015 T 0 Q SHEET TITLE 0. W Foundation W ~ Z, 0 Plan ExistingFoundation Plan Uz Z o { v{ { j 0 Z 0 Al 1 I A 1 7. 1 /8II I hAII 2,4X36. 1 ! 4II�" 1 I'"OIi w O H: O 1 V 1 w U) w \ Q : Q SHEET OF 11 I I I i 63'-9" W 27'-1�» 16'-421 D 20'-3" 2 2 NEW FOU DATION A.F.F. x x W U) N HB i 0 0 T OI d? CUT ELECTRICAL CHASE N N FOR ISLAND 0 0- 0 o SINK DRAIN 0 0 .. o a 0- NEW CONC. N _ aorl ?0-SLAB a � U u LL z z wrn CD (-D UJ � V)w z O 7'-1�" 8'-103" 1,-7 " 17'-101" o 2 5'-0" 8 8 3'-0 2 BUTT COURSE NEW FOUNDATION F U TO EXISTING. REFER TO ® GARAGE 0 HOWERR 0- w STRUCTURAL ENGINEERING m `V FOR FURTHER INFORMATION W/DRAIN p N NEW STEP NEW STEP (CENTERED BELOW J U) DON DOWN COVERED BALCONY W J m -- --- - -- -- ----- ----- --=�- Q W J --- i Z C) i --- -- � W d..i i� in 3 L0 �`' ! 'w (• I�1 w o CUT CHASE--�. ' U) IL z FROM EXISTING la II }Z. WZ HU PLUMBING _ADD 40 RE-BAR DOWELSLLJ SLOPE WITH EXISITNG O CORE DRILL INTO EXISTING ELEVATOR Oi SLAB W/EPDXY GROUT.(TP.) 00SHAF Q WO Nc0 o i NEW GARAGE DOOR CUT BLOCK W W ROUGH OPENING FOR NEW t9 II �I� n ROUGH OPENING Q d Q 1�1 > Z � U cn 24" RECESS ® ) 0 W N aELEVATOR SHAFT W = � W � w U) F- (D� II (CUT FILL EXISTING)V) W p U Z SIN Z ~T W I`710D = W .+. LO U I N N U Q 4 RECESS ® SHOWER a n Q p Ln (CUT &FILL EXISITING) "IN o CD Z W_ Z N I N � Q U I 20'-1021 " -2' 5'-6" 4'-8" 5'-0» n U) 0 (n m U vi ( Z U1 U . . I w w o Z 0 Z C) MIS a d z N L0 U.o � N OJOWV z z / ��. Q }. 0 4 U `O :i W 'Q IIAO -1 . ---- ---- ---- --------------- W O V0 � a NEW STEP U NEW GARAGE DOOR NEW GARAGE DOOR d a, NEW EXISTING DOWN ROUGH OPENING ROUGH OPENING U U' J FOUNDATION U U} j FOUNDATIONLL -• Q A.F.F. A.F.F. 21'-1" 6'-0" = F 00 HB d � = W n O NEW CONC. U. O J SLAB CUT EXISTING BLOCK FOR CUT EXISTING BLOCK FOR Z O O Z •1" 1 �(- 1 EW ROUGH OPENING NEW ROUGH OPENING � p IL W . . ADD BLOCK FOR NEW W _ X p j ROUGH OPENING W H W 0 •�� E_- w - '^ 8 2 '-3" 1'-11" 8'-3" 2 W = Q J ZZ 3'-5" 38'-O" 22'-4" WOW > < U It w U = W DRAWN BY: XX Q W Q W CHECKED BY: = J W PROJ. MGR.: XX W } W Q DATE LAST SAVED: 3/30/2015 d Z ? I�- ,, py F = � SHEET TITLE FoundationZ � � W - �:. m � d I W o Plan Foundation Plan U 4 cn 9 v �j J r] v �+ J Lo Zo I I X 17: 1 I 8IT d h0TI 24X36: 1 I 4II= 1 I'"OIT w ® O � A2 1 1 W U) W Q U) � O SHEET 2 OF 11 I i I i .I i i I I 63'-9" 20'-3" 26'-72„ 16'-102" 11» 12'-53„ 1253» 1 1Q'-12 10'-12 4 10" - 4 10" Ill, 11'-5'> 3'-112 \31"' 32>, ti] ¢ ¢ p p x x 6050 FG HD . ® 8'-O'A.F.F. 10" SOFFIT(TYP.) CD HB j 10X10 BOX O G CD SINK DW SINK FRAME COLUMNS I i (2 PLCS.) I O O i� o (DI I 0 w z COOKTOP W HOOD ABV. SINK �� ® ® DRAIN 0 b ® ® _ REAR PORCH 4X4 P.T. 1N o `D 10' CEILING g I POSTS d Z I E � L3g »-2X4 'NEEWALL I J U) W/FL JSH _ ``' U COUNTERTOP a' Cn CD Q BALCONY C:, ABV 0 o KITCHIENCn PO — 42" KNEEWALL-7 10' CEILING i � I � I F ~ SERVICE COURT 'N W W 10' CLG. , o I I I OUTDOOR I ^� / 9-4 HDR. ,/,i `�N SHOWER � CENTER BEAM 1 10' CLG.� (�T N ,/t U J W N OPENING , w < m h� I I I I I 12 2680 i , 3080 ' / /' _ ¢ 1 LITE o J 9,-71» 21'-101„ / W J 20'-3" 2 12'-0" 2 / cv Ur y \J IN Z ,,,,, ? v l _ b _ 10' CLG. 0 IN. �' F F- U z i W co g� I I ;n Q 8'-22„ 3'-9" 5'-11" -22 �r' 0. w DI N I N OM 2'-3" Y 'NN Z W m10' CEILING( FFE ED) FUTURE Y o0 o FO H ELEVATOR cv SHAFT BY o = O C) reap I I I `tet 'i OWNER17777/ r °° w W LO CD U! N N 3'-9" X o n W J L L- — __1 L� — — — z STORAGE Ln ¢ d o— F 7 _ F Q CLOSET / ? Z �: w � o ( I ( o N0 Ix � �� 2,4 �� ,/ � / j I@ W� LIVING �Oom N 1 u, cn GL Q 3'-9" X W p U u' I ( 10' CEILING( FFE 'ED) 10 I Lul ® _ o UP 3'-9" "icv GARAGE i W = w N o z `� /' c CLOSET `i 10' CEILING ' ¢ s v J Lz 777177/177777/7 3-0"X II—//,r I N,m SHOWER p0� = W L Ln 0 PATIO 6X6 BUILT OUT ' 10 p � 0 AMS CENTER BEAM (6BEPROJ.) I I I Z = a N N OPENING 19> 91„ - 6'-4" 13'-6" i Z O U) wm Q I — � Lzy. _— —I o o OFFICE/ ��N z° z7 _ FOYER °° ¢- — °° BEDROOM#1 � � o z � z � Fr)._ _j 10' CEILING 10' CEILING N J O W W (� ¢ >✓ ( CENTER BEAM ;ENTER BEAM I ¢ 0 W N OPENING )N OPENING =�eo F=- WOW (2)3080 (2)3C60 SH 2360S (2)3C60 SH ¢ HDR. @ '-0"A.F.F. HDR. @ '-0"A.F.F. HDR. @ '-0"A.F.F. I >- t� J i u U) 00 00 - 5'-34" 9,_72„ 4„ 4'-0" 4'-0" 6,-7„ 6,-9„ o FRONT PORCH I I HB U � � Z _ _ 10 CEILING ¢ cd 0 W C) , j — ' 12" SOFFIT(TYP.) i 8070 OH DOOR 8070 OH DOOR \ I=• (� , O v 12X12 BOX Z 0 00 O •�� FRAME COLUMNS (5 PLCS.) ,� 0. W WWd �� •r� 0 �_. WU) Z LL KETTERINGHAM RESIDENCE w -1 a �,� H Square Ft. Tabulation > 0 w d 0 WJW = First Floor Htd: 1466 sq. ft. > ,< m V .J Im 8'-71" 8'-71" Second Floor Htd: 2065 sq.ft. W u W o -0 2 -0 2 -0 7'-8" -0 11'-6" -0 2'-1" 8'-0" 2'-2" 8'-0" 2'-1" a: } W Garage: 705 sq. ft. W I~ ¢ a. JOB NO: #### 41'-5" 22'-4" Front Cvrd. Porch: 235 sq. ft. d W p W CCHECKED BY: xx 63'-9" Rear Cvrd. Porch: 489 sq. ft. = -1 ¢ W PROJ. MCR.: XX Cvrd. Baclony: 36 sq. ft. }W p DATE LAST SAVED: 3/30/2015 Total Htd: 3531 sq. ft. W = ¢ Z �- N Total Under Roof: 4996 sq. f.t H = E Z SHEET TITLE p � o Floor Plan W � ¢ W �—= o Fir 0 Z0 st Floor Plan o � in A3 O N W =Cn I .. II.. I"- I"OII 24X36: `I I4 = i "OII I x 17: 1 I8IIo SHEET 3 DE i i i 63'-9" 13'-3" 7'-0" 43'-6" 10'-12" 3'-12„ W 'd 'Q p p t i 405D SH HDR. f 7'-6" x A 7F 00 W.I.C. N CO 9' CEILING1 O OO 11 ® bN N r" BEDROOM#2 — — — 0) M ;2 u') d R&S Of 9' CEILING I N Ee 0 0) �� I 0 I I Ln 4X4 P.T. 3: I POSTS LAUN. Ear Q _ 6'-0" X 12'-0" (2PLCS.) Q LL { 9' CEILING r- < N BALCONY 6 J� co ¢ � w w _ (II N = 4'-32' 7'-6" _6 7 _6> 4'-3" 3'-112„ 6 -0„ 6 _0„ 3'-112„ IN �N C 8'-8" N CVRD. 36" RAILING N Q BATH#4 �� a N 1 N � 1 BALCONY W I >~ 9 CEILING / cD9' CEILING a co V 3'-111" 5016 RANS. =,N 5016 RANS. 5016 RANS. ,. W W (.05SH 12"D ; DR. 7'-6" c" HDR. 7'-6" HDR. 7'-6" 4"STEP a m L (2)2 8 A. .F. A. F. A. .F. DOWN 0 p 070 FXD. ( 2070 MC 2070 FX U J W 1LITE 1LITE 1LITE W < m rnN / / 9' CLG. N W J N N `fl 9'-3" ti4'-0" 7'-7" 6,_82„ 4,_22„ 5'-11>, 3'-9" 2'-5" N 19'-11" ¢ ? z 1 '� BATH# �, L W C, Q 9' CEILING FUTURE CO ¢ U) (L w cI o -- (2) 68 ,,, ELEVATOR i Z W �! w N ° o R&S �N / SHAFT BY ;> CD OWNER _ I 0 < C 1 1 = �N R&s (2>2 s OWNER'S SUITE `S w W F- o - 9' CEILING W W 00 W.I.C. � I % Q _ V)� < Z d w c° � / 00 cn �( ' 9' CEILING "' j �/, / i ? Z U �� LZ d Q O to Z W �� 1 ,-2, 2, 5„ o �•' I T1 W N .. r�1 zV V 11I = nioo � [_— N z ( S FLOOR) °' WML 0 u 77 W U) Z U N cn i� 6 -52 2 -9� 4'-0" ��N '�N 42" � [�' W m 01 (b 1 KNEESPACE 0 �o FAMILY/PLAYROOM/ 11'-5?" 3'_91„ z r� 'N ° w °Z c� � BEDROOM#3 BEDRO M#4 3'-7” 3'-6 2 2 0 F � 9' CEILING �� OFFICE OWNER'S BATH = - z cn ° x w m 9' CEILING �� Ln Q p W U • • � 9' CEILING 9' CEILING Q p I FULL "GLS. FULL Z o 2480 PD 2480 PID riN O Z W U w GLASS DOOR GLASS ,,; r JQ W O 1 I Q' U " L. 'Q V, 6'-5" �, W.I.C. V, ° Z O m 305 SH 305 SH 305 SH 305 SH W.I.C. �3 3'-8" SHOWER �3 W O W HDR. 7'-6" 1 HDR. 7'-6" HDR. 7'-6" HDR. 7'-6" 9' CEILING f 9' CEILING � Z 1 77 A 17 U 17O A.F.F. A. .F. A.F.F. 1 }. < (L 3050 SH 3050 SH 48X60 FREE �G HDR. @ 7'-6'DR. @ 7'-6" - I - STANDING TUB I I U N J A.F.F. A.F.F. C �N IN SHOWER ' < W -y < N 10 C° I L0 I ( 7 = UQj � 3 -10" 3'-10' 3'-6" 3'-6" 3'-10" 3'-1 U (� Q — U �! Z Q W I — atS O 2020 FG (2)3050 SH 2020 FG }_- HDR. @ 7'-6" TEMP. HDR. @ 7'-6" h. F- O (� A.F.F. HDR. @ 7'-6" A.F.F. O A.F.F. Z Q Z •1�� away . . W �w � a . . LL 7„ 3„ 3„ p -1 Z W I" 6'-91" 6'-94" 4'-O$" 6'-114" 3'-28" 3'-88 6'-114 2'-108 W pZ Z 0 J 13'-62" 14'-32" 13'-7" 7'-8" 7'-0" 7'-8" W OJ W _ to > QmU J 41'-5" 22'-4" W f- d IL} „ JOB No: #### 63'-9" U = W DRAWN BY: XX _ W.I p W CHECKED BY: ^ W = (L PROD. MGR.: XX }W 0 DATE LAST SAVED: 3/30/2015 ROUGH STAIR NOTES ,� Q I- W = � TOTAL RISE: 137.875" z O d LP SHEET TITLE j H = 2Z 19 RISERS @ 7.256" W W Floor Plan 20 TREADS @ 10" W/1 " NOSING w 16" FLOOR SYSTEM U~ °o Second FloorPlanz Zo O3: QL OPN A4 i II - I� II W 2 U)1 x 17: 1 /8"r1 % II 24X36. 1 /4 (n W Q Q ::) O SHEET 4 OF 11 I i I I I h.I I d d i 5'-0" I TOP CHORD TRUSS KNEEWALL w 12 CEILING WEB 7 COLLAR TIE 5i _ I z ROOM (� ® I OVERHANG OPENING i 101-01, 00 HEEL N WEB2X6 BOTTOM 1/2" OSB SHEATHING N 11 CHORD TRUSS O ATTIC STORAGE TRUSS DETAIL 0) (TO BE SIZED BY ENGINEER)I a I I ' 0o I I I Ww I / i j I W W i � JU) T �A� ..T W � W ' I Z LL � w 27'-521"/16,_31„ I Z W (n i 4'-8" 2 0 X HATCH DENOTES I Q 0 ATTIC SPACE w W FLOORED W/OSB I W TI WQi > Zi Z = w LLJCN W = � scif I LL I o T A I z UP wU)iz a� I < r"'�1 � � CD U0p +U n / aW � Z N N I a -f _ 40" KNEEWALL I ® o w W U 10'-0" .. Q Z Z i oU) = = w NOTE: BOTTOM CHORD ,j 0W U TRUSS SHEATHED W/1/2" ( J H > W Q O.S.B OR EQUAL < Q F=- Q = 0 0 °z � ov o < _ Um >- ¢' a L ) QLL - ¢ � �- ~ 2 I I = zU) It u � � z iI XI- oW 0 v 0 i.._ 0 �j z � ® Z � � o ° W = Xa . . (1) I-Wo W a -i--� •r—+ 0 w � Q0 4-� ROUGH STAIR NOTES W 0 w d ® � > d CO V J TOTAL RISE: 125.875" w 0, > W roe No: 17 RISERS @ 7.404" U = W DRAWN BY: xx Q W Q W CHECKED BY: 18 TREADS @ 10" W/1 " NOSING w W =zLL. PRo�. MCR.: xx 2X6 BOTTOM CHORD TRUSS ® DATE EAST SAVED: 3/30/205 F ► 3: ¢ z >- 1- Z 0 Q T SHEET TITLE LL'p '� Floor Plan o � = uz (n ® Attic StorageZ 0 Plan 0 ® N A5 I I.r I I I I I I 1 1 X 17: 1 /8TT II -O 24X36: i /4T'= II -® � 0 W Q \ d 0 SHEET 5 OF 11 i i I I -o" � � I 11 1 00 r w 1» o - O O /) TYPCIAL OLUMN TYPCIAL DETAIL BRACKET DETAIL ALIGN OPENING MAX BUILDING HGT. W/ROOF BELOW - x 12 ---- - - - - -- - _ _ w ARCHITECTURAL SHINGLES -- -------- 01 c80 (TYP.) I -- I o0 HARDIE FRIEZE BOARD _- -- - - __- -__�❑J_ (TYP.) - - O HEEL TRUSSES ❑❑I _ __ - - ----- -- _❑ -_- = ----- -- - -_ _ ❑�❑❑_' ❑__I co A I BRG. HGT. 24" RAISED 0 � TYP. WNDW. HDR. PANEL SHUTTERS El EIL IL -ice _ _ i - 4" HARDIE"" o 0 ��� w w TRIM(TYP). LA 1E 1EF1 CD HARDIE SHAKE SIDING I i 6" HARDIE -LLLL❑- ❑_� ( U - - i�] . ❑i-_ TRIM E., il� 16" FLOOR SYSTEM ( I �� LJI] ❑ ❑ ❑❑� ❑ U U - -- -- - BRACKET m N BRG. HGT. �N __ _ -- - ------ - - -- - -- - -' --- (SEE DETAIL) 4 - -_- — W TYP. WNDW. HDR. m zL p V zZ -�h =ioo BOXFX12RA y U) (L ❑ ❑ o ❑ 0000 w ao COLUMNS Z w N ° 0 O (5 PLCS.) ao ❑ ❑ ❑ ❑ ❑ a � _ � o ❑❑ EDF=1 o ❑ ❑ WSW O F.F.E. Q Z W Q <Z C6 ? Z _ HARDIE 4" HARDIE STEP(S) TD GRADE _ ? w FRONT ELEVATION W ❑ LAP SIDING TRIM(TYP). (FIELD DE(ERMINE) LLJ (TYP). N � LL. � = � (nd 2wF = U ❑ rl� -- ----- - _ — - p Ln Z W Z OZQW0 12 - --- - -- - - - -- - ❑ - Q Q - -- -- -- -- - -- - - - --- - -_ - o �, Z = w -- - - zWu - -- -- ----- W olo HEEL TRUSSES -- - - --- -- -- -- - -- - --- ---- --- _ ---- - - -- -- - --- -- - - -- - - - 0 Z O -- -- - W0U 00 x BRG. HGT. Q ' U o TYP. WNDW. HDR. Q< p = (j) � UU .., 0 HARDIE < W _ - - It U -- — - -- - -- Z � 00 •� w 16" FLOOR SYSTEM _ w W Q �'�� r� O N BRG. HGT. 12 --_ - _- -- _ -- - ---- --- - 1=- W Z Z ❑ J w TYP. WNDW. HDR. W OJ W = 1.1 m > QmU (K > W W L, 4 0. JOB NO: #### > U Z W DRAWN BY: XX < W p W CHECKED BY: o - = J LL. PROJ. MGR.: XX LAP SIDING @ 3:00 OUTDOOR W 0 DATE LAST SAVED: 3/30/2015 SHOWER }. d tow c = F11 opy il < Z � � 10 Z SHEET TITLE F.F.E. a. W o Elevations � W C, 4" HARDIE Front/Rear Elevationsw � o TRIM(TYP). REAR ELEVATION u U) �j Z 0 I I v 1 l . 1 1QII= d I-011 24X36: 1 /4II= 1 hOII ❑ O O N A5 1 lAl 1 ! v 1 Lr Ati7V 1 ! 1 (nw � U) =11 0 SHEET 5 OF 11 mmmmai -71 12 7 --------- -------- -- x HEEL TRUSSES -------- - -- ------ --- -- ---------- -- -- --- --- -- --- w 00 t BRG. HGT. TYP. WNDW. HDR. � 0 HARDIE - � O O0 I I — tV N 00 v i R .. -- ----------- _ , 16" FLOOR SYSTEM -_ o. LL cNv BRG. HGT. - --- ---- ------- — -- --- __ -- ---- ------ \ LtJ W TYP. WNDW. HDR. - \ U El 14 _ice U W HARDIE i W o CDAP SIDING 0 j � I ao U J W m F.F.E. --- Z _EL � w LEFT SIDE ELEVATI ON Z > 0 = Q W �: W O x '\ U WdQ i > ZU �� I _ W LL-]N U) IYLL W (0) Z U ..rd w 0 MAXBU dW = Lc)BUILDING HGT. _' Q � I� �m i - - - -- - - - --- m Q O . - -- 12 ZOpZQZ N i - - ---- - -- - -- - - ---- --- - - -80 -�7 a Z00 cn ----- - — -- 0z-— -- -- - - - - - -- -- - - - j j U _ dQ � W O U. HEEL TRUSSES - - - -- — - - --- - - = Z Q 1 BRG. HGT. -- --- ------ Z 0: U V 0 TYP. WNDW. HDR. -- ---- --- --- -- - --- Q Lt H d --- _ `V ----- [DING U 0 Q -- - U ,JItZ --- -- - — - ------- d df :3 W v.r- � U) � - - ZQQZ •r-1 -- ---- _-- -- Ix �d ------ ---_ --------a�-- (- W W LZ rz� . . 16" FLOOR SYSTEM --- —----- _--- - ---- BRG. HGT. 12 - __ - - - --_ _ W Z Z .�� _ -- - 1 W = Z W z Z _ TYP. WNDW. HDR. HARDIF k _._._ _ - W � W = o I > < mu .l m 5 - WUja ciao i �� f Lit ��. Q CL Job NO: #### j �� f �' U W DRAWN BY: XX C) � � � � IW.� OW CHECKEDeY: � � .-. Q LL PROJ. MGR.: XX WZ F= l W Q DATE LAST SAVED: 3/30/2015 El 0101 F71 = O < ! SHEET TITLE F.F.E. � � � � _ ---- ---- FILE C01ftY � p=„ � Z 1 o E levat ions 777 SIDE ELEVAIION w F 0 Side Elevations o z Z 0 L] o ° N A6 I I n.+ I I I I I I W = 0 1 1 x 17: `I I8 -- "I MO 24X36: 1 /4'y-- `I -O U) W ¢ \ d :3 Q SHEET 6 OF 11 I I j H I I I V CIN I I L/-\--1 I U I N U L-/-A I IUIVJ A T TI C VEV TIL A TION CAL CUL A TIONS FBC—8806 AREA OF FIRST FLOOR A TTIC — MINIMUM VEN TIL A TION FOR FIRST FLOOR ATTIC. 4 996 SQ. FT. x 144 SQ. /N.1,300 = 2,398 SQ./N. MINIMUM CROSS VEN TIL A TION TO BE L OCA TED IN UPPER POR TION OF FIRS T FL OOR A TTIC 2398 SQ. IN. X 50,1co-' = 1199 SQ. IN o 0 MAXIMUM CROSS V TIL A TION TO BE LOCA TED IN UPPER PORTION OF FIRST FLOOR A TTIC 2398 SQ. IN X 80,%' = 1,918 SQ. IN. NOTE TO ROOFER: VERIFY TO TA L AMOUNT OF VENTS NEEDED x x TO MEET MIN. VENTING REQ. PER CA L C. ABOVE U) 22'-7" BRG. HGT. W/20" HEEL 10'-1j"BRG. HGT. o (p O In Op 06 INa. N ,IN ^' OO R VENT I I 0 o z z CD c? 22'-7- BRG. HGT. W/20 HEEL I I- I- e I I I4:12 I I WU U 6 RIDGE VENT PITCH i I Wj 7:12 7:12 _- I CN \Q I It m PITCH I I PITCH I I ti�A r O I J (_!?U "1W w < m 7:12 7 d Q J 22'-7" BRG. HGT. 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MGR.: XX TYPICAL ELEVATION DETAIL NOTES: w W = Z * W O DATE LAST SAVED: 3/30/2015 OVERHANGS ARE 1 -4" U.N.O. ? > * RAKES ARE 8" U.N.O. d d ul t d z >- I- * HEADER HEIGHTS ARE 8'-0" U.N.O. „ = O d U) SHEET TITLE i * ROOF PITCHES ARE 4:12/5:12/7:12 U.N.O. >✓ z2Z * EXTERIOR FINISH ON ALL SIDES ARE - W W HARDIE BOARD LAP SIDING (U.N.O.) J :�- p ROOF * EXTERIOR TRIM IS 4"-6"(U.N.O.) U FW- � o j Roof Plan 0 o � U.N.O. - UNLESS NOTED OTHERW SE { r� p vv��+ { j ® O .. N A7 11 x 1 7. 1 /811�" 1 I"'oII 24X36: 1 ! 4TT= I Iin ""oII W � W d 1 1 5� (n p O SHEET 7 OF 11 I I I I ELECTRICAL KEY Wall Switch 3 Three—Way Switch $4 Four—Way Switch I— I— $DM Dimmer Switch A o 110V Duplex Outlet 110V Switched Outlet 220V Outlet ® Special Service Outlet Junction Box X X WP n Waterproof Outlet GFI m Ground—Fault Circuit Interrupter Outlet -C- Ceiling Mounted Incandescent Light 0 O Wall Mounted Incandescent Eight 1111 O O � Recessed Incandescent Light � OCq� 0 Reinforced Fan Light Junction Box N FAN/LT JB O O GFIGFI - - - - - - Flood Light _ _ B ' CFI SD Smoke Detector a ti CE 0 Exhaust Fan FLI 'GFI I I I z z i1 C� O n n Thermostat OJ Junction Box GFI 00 GFI ' Chimes U W I' I-* Push Button � U / UJW ` o Electrical Panel w d a FII o x Flourescent Light Fixture Z a FUZ W Ti IT F Ile\ U) IL y W m W Ceiling Fan ? > _ 3 33 3 --� 1_­1 � ZO ~ / (S)OPENERS ` \ \ W O II ( ( I ( CHIME 8 CHIME Qd 7"7 —o > Z F, ELECTRICAL NOTES. = 0X _L_JN CN — — f ` 1. Provide and install cerfied SMOKE DETECTORS W D U — — as required by National Fire Protection LL— / Association (NEPA) and meeting requirements Z 60 , of all governing codes. U J Q ­— 0 I A.F.F. \ ' ZQ2. Provide and install GROUND FAULT 7tH � CL) D 2N � �m ® ° ° F o RD ' CIRCUIT—INTERRUPTERS (GFI) as required by = �j = v I ' National Electric Code (NEC) and meeting the U 0 }"' �Lc_- — — ' requirements of all governing codes. A O ZWZ c� —'� — wP j " ' 3. Electrical Contractor to provide required Direct ¢ < U c� s I Hook—Ups / Cutoffs. (n 0 cn m Q 4. HVAC contractor to verify Thermostat locations. 0 W L9 U All Electrical and Mechanical Equipment (I.E. — Z Z Z N 0, 5- Furnaces, A/C Units, Electrical Panels, Sanitary N W X I \/ \/ I Sump Pits, Drain Tile Sump, and Water J Z W V a a I A I I A I Hearters) are subject to relocation due to field 0 � W 0 a �o� �o� conditions. F Q '\ � 0 ZU � W d W O W m — C] U o ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: d W UN '1 —�B SWITCHES OVER COUNTER . . . . . 48" TO CL GFI/ ' WALL OUTLETS OVER COUNTER 48" TO CL 0 � VVP ' P WP 1 REMAINING SWITCHES 48" TO CE V :1 X Z H _R7 17/7777/ WALL OUTLETS 12" TO CE O 3 BATH VANITY BRACKET OUTLET 0 O U (1' ABOVE TOP OF MIRROR) 80" TO CL U) I— va WATER SOFTENER AND SUMP OUTLETS 48" TO CL Z� 00 Z •� [— O_ TELEPHONE OUTLETS . . . . . . . . . . . . 12" TO CL IL W }' n , • • TELEVISION OUTLETS . . . . . . . . . . . 12" TO CL turn H W 0 V + EXERIOR GFI OUTLETS 12" TO CL H L H U) Z GARAGE GFI (ABOVE GARAGE FLOOR) 48" TO CLWj Z W H BASEMENT WALL OUTLETS 48" TO CL W ~ U I " J OZZ FRONT DOOR COACH LIGHT . . . . . . . . . 72" TO CI_ W OJ W ..�� GARAGE DOOR COACH LIGHT, } Q m U m (ABOVE GARAGE FLOOR) . . . . 84" TO CE Ft> W 64" TO BTM W }. Q [L JOB NO: #### U T W DRAWN BY: XX j DINING AND BREAKFAST FIXTURE OF FIXTURE Q W p W CHECKED BY: 96 TO BTM 'a = LI. PROJ. MGR.: XX ^ W FOYER AND STAIRWAY FIXTURE OF FIXTURE W O DATE LAST SAVED: 3/30/2015 THERMOSTAT . . . . . . . . . . . . . . 54" TO CL 2 DOORBELL CHIMES . . . . . . . . 84" TO CL Q Z �. LEVEL W 3: O SHEET TITLE DOORBELL BUTTON . . . . . . . . . . DR HANDLE �}. W W Z KITCHEN HOOD FAN "WHIP" . . . . . . . . . 66" TO CL F J Electrical W ■ KITCHEN WALL HUNG MICROWAVE W I" o First Floor Electrical Plan 76" TO GL ozZ0 OUTLET. . . . . . . . . KITCHEN DISHWASHER RECEPTACLE . UNDER SINK o ® W A8 I i x 17. 1 j$n:: 1 T-OII 24X36• i /4TI�" i T„OTT KITCHEN RANGE . . . . . . . . . . . . . . . . . . 24 TO CL W U) W 4 U) :11 0 SHEET 8 OF 11 A i Ili i ELECTRICAL KEY Wall Switch $3 Three—Way Switch 4 Four—Way Switch W $DM Q 0 Dimmer Switch Q 110V Duplex Outlet 1 110V Switched Outlet 0 220V Outlet ® Special Service Outlet / Junction Box x x WP Waterproof Outlet GFI to Ground—Fault Circuit Interrupter Outlet { Ceiling Mounted Incandescent Fight (DO Well Mounted Incandescent Light LO 1O O Recessed Incandescent Light TO0) M Reinforced Fan / Light Junction Box N FANAT JBO O C� 0) d? Flood Light v � I SD Smoke Detector p, jy 0 Exhaust Fan o o Thermostat ® OO Junction Box ,GF[ / U U CH Chimes W W m I i / I o Push Button �p K Electrical Panel m 1J. W J J WP Flourescent Light Fixture Z U. SRI \ ~ wQ cn W Ceiling Fan ? Wj WP O Q Z f=1 ' F Z � W/W \ DWF U) z QZU � cn� WP " 177777777777 _ ELECTRICAL NOTES: = oW WN OFF1 i W 1. Provide and install cerfied SMOKE DETECTORS CD W CD i i ( G4 � —...... � as required by National Fire Protection �,' Association (NEPA) and meeting requirements Q Z i of all governing codes. W (n Q CD 2. Provide and install GROUND FAULT Z Q 1— / CIRCUIT—INTERRUPTERS (GFI) as required by = W = L j m I , equ�ementsof all Electric od governing and meeting the U� � � g g Ln cli To TTc T0 f T 3. Electrical Contractor to provide required Direct Q 2 d A� B� o Hook-Ups Cutoffs, Z O lit m Q 4. HVAC contractor to verify Thermostat locations. 0 p W C� • • All Electrical and Mechanical Equipment (LE. F � Z Z � 5. Furnaces, A/C Units, Electrical Panels, Sanitary IL z Z Vj / 3 Sump Pits, Drain Tile Sump, and Water ,J O W U a GFS GFtHearters) are subject to relocation due to field 4 �} W 0 conditions. � U ti LL ° ow m / oW U O U � ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: >, 1L --� SWITCHES OVER COUNTER . . . . . . . . . . 48" TO CL � H Q WALL OUTLETS OVER COUNTER . . . 48" TO CL 10 REMAINING SWITCHES . . . . . . . . . . . . 48" TO CL UJ W F a, WALE OUTLETS . . . . . . . . . . . . . . . . 12" TO CIL O WP BATH VANITY BRACKET OUTLETU. O Q U X X (1" ABOVE TOP OF MIRROR) 80" TO CIL F- (� / I WATER SOFTENER AND SUMP OUTLETS 48" TO CE Z g 1r; Z •� �--1 j \I TELEPHONE OUTLETS . . . . . . . . . . . . . 12" TO CL p, W W F • • ® ( ��� � TELEVISION OUTLETS . . . . . . . . . . 12" TO CE W II X p � W WP EXERIOR GFI OUTLETS 12" TO CL O H U) Z -�—? LL — — — — — — — — — — GARAGE GFI (ABOVE GARAGE FLOOR) 48" TO CE o _J Q W r1 F BASEMENT WALL OUTLETS . . . . . 48" TO CIL W O Z Z J FRONT DOOR COACH LIGHT . . . . . . . . . 72" TO CE W W = GARAGE DOOR COACH LIGHT, (ABOVE GARAGE FLOOR) . . . . . . . 84" TO CE X E >W 64" TO BTM W r d IL JOB No: #### j U Z W DRAWN BY: XX DINING AND BREAKFAST FIXTURE . OF FIXTURE Q W p W CHECKED BY: 96" TO BTM w = 1L PROD. MGR.: XX W FOYER AND STAIRWAY FIXTURE . . . OF FIXTURE j W O DATE LAST SAV 3/30/2015 I THERMOSTAT . . . . . . . . . . . . . . . . . 54" TO CIL DOORBELL CHIMES 84" TO CE z >- LEVEL W/ _I Z SHEET TITLE DOORBELL BUTTON . . . . . . . . . . . . . . . DR HANDLE W W W Electrical 1 } 1 KITCHEN HOOD FAN "WHIP" . . . . . . . . 66" TO CL [= I � leC l r1CC�1 KITCHEN WALL HUNG MICROWAVE W I" o Second Floor Electrical Plan OUTLET. . . . . . . . . . . . . . . . . . . 76" TO CE O z Z , - KITCHEN DISHWASHER RECEPTACLE UNDER SINK o O 0 A9(A) 'I 1 X 17. 1 I81T i '.OTT 24X36. 'I /4TTI T-OTT KITCHEN RANGE . . . . . . . . . . . . 24" TO CL � to W d � (n 3 O SHEET 9 OF 11 C0 RLi I i I I ELECTRICAL KEY Wail Switch $3 Three—Way Switch $4 Four—Way Switch W $DM Dimmer Switch 110V Duplex Outlet N 110V Switched Outlet 220V Outlet Special Service Outlet / Junction Box x WP Q Waterproof Outlet 0 l QGFI N l Ground-Fault Circuit Interrupter Outlet l Ceiling Mounted Incandescent .Eight ' 00 I Wall Mounted Incandescent Light O I 00 I Recessed Incandescent Light 0 0 0) l ❑� Reinforced Fan / Light Junction Box N I FAN/LT JB V 0 C� Flood Light ) II I SD Smoke Detector a. LL (4 Exhaust Fan Li Ld 7/ 0 CD Thermostat Cn U-) OJ Junction Box I I I I I CH Chime U W I ❑S W 'III I 0 HD Push Button v J t=» IIElectrical Panel � 4 m WJ C ❑ Flourescent Light Fixture Z u„ x ��- - - �� Il_- U Z � IL U) IL W Ceiling Fan ? y N 0 I TO 2N® FLOR I W W 0 BELOW W W Z77 I i I W < < 7 /771Z , � � ELECTRICAL NOTES. z � ❑ ❑CN L ❑ U) F. 1. Provide and install cerfied SMOKE DETECTORS C W D U I / as required by National Fire Protection LL = Association (NEPA) and meeting requirements W N Z aj v / I of all governing codes. -_❑ -_ 0 I I 2. Provide and install GROUND FAULT Z d:4 d m I L < L. CIRCUIT—INTERRUPTERS (GFI) as required by = W = Ln s I / I National Electric Code (NEC) and meeting the UU O Ln CL i / requirements of all governing codes: Z W Z N 3. Electrical.. Contractor to provide required Direct ,Q = F U c9 Hook—Ups / Cutoffs, un p tl) M -<C j I I 4. HVAC contractor to verify Thermostat locations. z p W W U 00 All Electrical and Mechanical Equipment (I.E. Z Z I 5. Furnaces, 'A/C Units, Electrical Panels, Sanitary O Cl) z < W Sump Pits, Drain Tile Sump, and Water J Z ^ U Hearters) are subject to relocation due to field J 0 _ 0 conditions. UO � JZ m z 1z I ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: �<, � IL J r SWITCHES OVER COUNTER . . . . . 48" TO CL }�`". L J WALL OUTLETS V _ U) l ( 0 ER COUNTER 48 TO CL � U) REMAINING SWITCHES . . . . . . 48" TO CL U J Z WALL OUTLETS . . . . . . . . . . . . . . '12" TO CL X F�• 0 = 1 BATH VANITY BRACKET OUTLET o �c U n n n® (1" ABOVE TOP OF MIRROR) 80" TO CL (nN � 0 �--1 WATER SOFTENER AND SUMP OUTLETS 48" TO CL Z O TELEPHONE OUTLETS . . . . . . . . . . . . 12" TO CL L 0 L" W = TELEVISION OUTLETS . . . . . . . . . . 12" TO CL W I" W d 4 � �..� EXERIOR GFI OUTLETS . . . . . . 12" TO CL 2Ui(n Z LL• GARAGE GFI (ABOVE GARAGE FLOOR) 48 TO CL aW.I Z W ., BASEMENT WALL OUTLETS . . . 48" TO CIL w Z Z ROUGH STAIR NOTES FRONT DOOR COACH LIGHT . . . . . . 72 TO CL w = Q GARAGE DOOR COACH LIGHT W U W U J m (ABOVE GARAGE FLOOR) . . . . 84" TO CL M >' W W < (L JOB No: #### TOTAL RISE: 125.875" 64" TO BTM > j = W DRAWN BY: XX 17 RISERS @ 7.404" DINING AND BREAKFAST FIXTURE : . . . OF FIXTURE a W Ip W CHECKED BY: 18 TREADS @ 10" W/1 " NOSING 96" TO BTM W W _ Z PRoJ. MCR.: xx l FOYER AND STAIRWAY FIXTURE . DATE LAST SAVED: 3/30/2015 OF FIXTURE � �, W OI 2X6 BOTTOM CHORD TRUSSTHERMosTAT 54" To CIL > d I-. LLi = DOORBELL CHIMES . . . . . . . . . 84" TO CL < z LEVEL W/ ��, _ I Z SHEET TITLE DOORBELL BUTTON . . . DR HANDLE � W W 2 Electrical KITCHEN HOOD FAN "WHIP" . . . . 66" TO CL W 1 KITCHEN WALL HUNG MICROWAVE W I— �- o Attic Electrical Plan OUTLET.. 76" TO CL 0 Z Z O Q KITCHEN DISHWASHER RECEPTACLE UNDER SINK 0 ® N A9(B) I I x 1 7: 118ir� 1 %OTT 24X36: 1 /4" 1 r-OTT KITCHEN RANGE . . . . . . 24" TO CL � 0 W a Am 00SHEET 9 OF d (� O 11 FILEI i i I 'l i (2) 2x10 FOR OPENINGS TO 6'-6"; USP SPTH SEE CONN (2) 2x12 FOR OPENINGS >6'-6"; (TYp) SCHEDULE SEE ELEV LINO ON PLAN FIBERGLASS SHINGLES OVER 15# FELT ON 7/16" OSB u En OR 1/2" CDX- ANCHOR W/ 8d @ 6"&12" O.C. (UNO) Tdr BAFFLE INSTALLED TO PROVIDE R-30 INSULATION SOFFIT TO VENT VENTILATION OVER AIR CONDITIONED SPACE 12 TRUSS ANCHOR - SEE ANCHOR r(2) USP MSTA24I j�`�� PRE-ENGINEERED TRUSS AT END OF HDR 24" O.C. - ANCHOR WITH DOOR INSTALLATION WINDOW INSTALLATION METHOD B-1 HURRICANE CONNECTORS WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE DOOR INSTALLATION. WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. JACK STUD FLASHING APPLIED OVER THE FACE OF THE FRAME. FLASHING APPLIED BEHIND THE MOUNTING FLANGE. USE (2) JACKS ALUMINUM DRIP EDGE FACE NAIL FULL STUD TO STEPS JACK WITH 10d GUN NAILS FOR HDRS OVER 1/2" GYPSUM CEILING BOARD SECTION A 5'-4" LONG / OIN WATER SHEDDING FASHION, IN WATER SHEDDING FASHION, / AT 12" O.C. STAGGERED p STARTING AT THE BASE OF ©STARTING AT THE BASE OF THROUGH WINDOW JAMB ALUMINUM FASCIA OVER-/ DOUBLE 2x TOP PLATE THE WALL& WORKING TOWARDS THE WALL&WORKING TOWARDS FULL STUD 2x NAILER THE TOP, INSTALL THE WRB THE TOP, INSTALL THE WRB `+ TO THE FACE OF THE TO THE FACE OF THE - HEADER PER OPENING SIZE SHEATHING. SHEATHING. Q PERFORATED ALUM. (?)INSTALL SILL FLASHING ©APPLY SILL FLASHING 2x FRAMING SPF OR VINYL SOFFIT INSTALL SILL PAN APPLY JAMB FLASHING / G 2 AT 16" O G WINDOW PER PLAN ® APPLY BEAD OF SEALANT 11 / INSTALL JAMB FLASHING / \ � MID HEIGHT BLKNG if INSTALL HEAD FLASHING ®AROUND THE PERIMETER OF USE 2x6 & MID © \\ FOR WALLS OVER HT BLKNG BTWN SO' AFF STUDS OVER 1 O' INSTALL DOOR UNIT AS PER THE BACK SIDE(INTERIOR � MANUFACTURER'S INSTRUCTION SURFACE) OF WINDOW ©JAMB/HEAD FLASHING MOUNTING FLANGE. --- INSTALL RIDGID HEAD FLASHING LINO (SEE PLAN) WOOD SILL APPLY CONT. SEAL TO THE MOUNTING IMMEDIATELY INSTALL WINDOW WRB ®APPLY SEALANT TO RID(41) HEAD FLANGES AT THE TOP (HEAD)AND ©USING PAN HEAD SCREWS TO o FLASHING FLASHING SIDES(JAMBS)OF WINDOW. EXTEND FACILITATE INSPECTION. SEALANT AT JAMBS 8 I//2" ABOVE SEALANT BEAD BETWEEN AFTER INSTALLATION >< 6" MAX USP SPTH 1/2" DRYWALL (TYPICAL) THE R.O. AT HEAD. EMS D JAMB ®RIGID HEAD FLASHING APPLY BEAD OF SEALANT MOUNTING FLANGE AND x P. FLASHING INTO SEALANT AND ®ACROSS THE FACE OF FLASHING. SEAL ALL CORNERS OF FASTEN IN PLACE. FLASHING MOUNTING FLANGE AT HEAD MECHANICALLY JOINED W 7/16" OSB ANCHORED WITH GOES OVER SEALANT. FRAMES 10 SEAL FRAME EL.t 0'-0" 8d GUN NAILS AT 6" AND AS 2x4 STUDS AT 16" O.C. - INSULATE WITH OAPPLY HEAD FLASHING i41APPLY A 3 8"NOM. DIA. P.T. 2x4 CONT. PER ENGINEERING R-11 INSULATION MINIMUM "�BBACK ID SEALANT TO THE SEAM JUNCTURE. qw ,q�REMOVE PREVIOUSLY APPLIED BACKSIDE(INTERIOR)OF THE UI 2 61APE.ALLOWING WR8 TO LAY MOUNTING FLANGE AROUND g 1I \� FLAT OVER HEAD FLASHING. THE ENTIRE PERIMETER. PLACE BEAD IN LINE WITH SEE FOUNDATION PLAN /�l APPLY NEW SHEATHING TAPE ( LASHING AT HEAD EXTENDS - ANY PRE-PUNCHED HOLES '—� -OR USE 1/2' DIA LAG SCREW �/ OVER DIAGONAL CUT- SEE OR SLOTS. ,�ti 1" BEYOND JAMB FLASHING 48" MAX. 6" EA. FLOOR TRUSS (OR 24" O.C.) 3/4" T & G PLYWOOD ANCHORED WITH GLUE �/ DIAGRAM. FOR WALLS RESISTING UPLIFT, USE 1/2"0 x 10" AT 2 1/4" FROM OUTSIDE EDGE AND 8d RING SHANK GUN NAILS AT 6" O.C. HEAD FLASHING (D O MINIMUM J-BOLT OR WEDGE ANCHOR WITH 2"4s NOTE: IF NO ANCHORS ARE CALLED (PER CONNECTOR SCHEDULE) SEALANT e` O WASHER SPACED PER CONN SCHED; OTHERWISE OUT ON CONNECTOR LAYOUT, THEN APPLY A CONT. SEAL ALONG UPLIFT CLIPS, STRAPS, OR BOT. PLT SECURE WRB MOUNTING FLANGE AT THE USE SHOT NAILS OR CUT NAILS AT 24" O.C. (2) 10d NAILS AT EACH TRUSS HEAD HEAD. FLASHING GOES OVER I ANCHOR BOLTS ARE NOT REQUIRED. _ MOUNTING FLANGE. EMBED EXTERIOR & LOAD BEARING FRAME WALL DOOR OPENING FLOOR TRUSS OR FLOOR Q HEAD FLASHING ® BOTTOM OF HEAD FLASHING I Q AGAINST SEALANT(FLASHING [� EMBED BOTTOM OF THE GOES OVER SEALANT). _` L"1 SCALE: NTS JOIST (PER PLAN) HEAD FLASHING AGAINST EXTEND HEAD BEYOND EACH JAMB ING FLASHING. THE PREVIOUSLY APPLIED SEALANT(FLASHING GOES FASTEN IN PLACE. N OVER SEALANT). EXTEND OPENING PRESSURE INFORMATION 1 2" GYPSUM CEILING BOARD JAMB FLASHING HEAD FLASHING BEYOND O 120 MPH "C" ENCLOSED - W.B.D.R. - PLYWOOD SHUTTERS EACH JAMB FLASHING. / � FASTEN IN PLACE. CUT TWO STRIPS OF FLASHING DOUBLE 2x TOP PLATE LONG ENOUGH TO EXTEND WITHIN 0) EDGE STRIP (COMPONENTS & CLADDING): 4.2' 1/2" OF THE BOTTOM OF TH NOTE: AN OPENING IS CONSIDERED IN ZONE 5 FLASHING AND k BELOW THE TOP ® A OF THE HEAD FLASHING. REMOVE ©JAMB FLASHING IF ANY PART IS WITHIN EDGE STRIP. HEADER PER OPENING SIZE THE RELEASE PAPER AND ALIGN THE FLASHING FLUSH AGAINST EXTEND JAMB FLASHING A WORST CASE OPENING DESIGN PRESSURES: +25.9 psf THE ROUGH OPENING of THE DOOR. SEALANT FLASHING. EXTEND A a. FOLLOW THIS SAME PROCEDURE —33.5 PSf WINDOW PER LAN z FOR THE OTHER SIDE THE DOOR JAMB FLASHING 8 O (220MM)ABOVE ROUGHUGH 1- OPENING AT HEAD. /'9" SEALANT � Q APPLY TAPE AT Z Z 9" CORNERS TO J TEMPORARILY HOLD W '''•`ice FLASHING N PLACE SILL FLASHING (n un UNTIL WRB IS APPLIED. W W SHIM AND ADJUST DOOR UNIT TO ACHIEVE AR In PLUMB, AND LEVEL CONDITION. USE CORROSION SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE WOOD SILL RESISTANT FASTENERS. FASTEN DOORS PER PLUMB, AND LEVEL CONDITION. USE CORROSION WINDOW MANUFACTURER SPEGFICATIONS. ® RESISTANT FASTENERS, FASTEN WINDOWS PER ® 1Q WINDOW MANUFACTURER FASTENER SPECIFICATIONS. 10' CLG. W ® ©WEATHER RESISTANT F•• U -1 -T� INSULATE WALL. WITH R-11 a -1=4 7/16" OSB INSTALLED PER SHEAR > , e' BARRIER (WRB) W 1,11 INSULATION MI VIMUM WEATHER RESISTANT E W 10' CLG. f SPECIFICATIONS UNDER TEXTURED � AT A 45 DEGREE ANGLE, CAREFULLY CUT THE a CEMENT, FELT BACKED WIRE LATH us ( BARRIER (WRB) 1 BARRIER ON A DIAGONAL GENTLY RAISE THE a m do AND TYVEK MOISTURE BARRIER 1/2" DRYWALL. (TYPICAL) it AT A 45 DEGREE ANGLE, CAREFULLY CUT THE INTERIOR VIEW TOP EDGER THE BARRIER UP AND TAPE THE IF, ITBARRIER ON A DIAGONAL. GENTLY RAISE THE TOP LEFT CORNER OF DOOR �� TOP CORNERS AND CENTER TO THE EXTERIOR d TOP EDGE OF THE BARRIER UP AND TAPE THE j W WRB SURFACE ABOVE. U w 1/2" DIA x 10° LONG ANCHOR BOLT / TOP CORNERS AND CENTER TO THE EXTERIOR ", (7" MINIMUM EMBEDMENT) AT 48" BASE BOARD (TYPICAL) /%� WRB SURFACE ABOVE. W Q m O.C. WITH 2" WASHERS (U.N.O.) \ a INTERIOR VIEW P.T. WOOD - CONTINUOUS TOP LEFT CORNER OF WINDOW V U.Z U. 7? TYPICAL FOOTER - SEE FOUNDATION 4" MIN. CONC. SLAB REINF. DOOR FLASHING DETAILS SCALE: NTS WINDOW FLASHING DETAILS SCALE: NTS ~ w 4 co PLAN FOR SIZE AND REINFORCEMENT FIBE MESH ON 6 mil M.B OVER (La in WELL COMP. SOIL w CONCRETE F'c =3000 psi W T x L 0 Q< TYPICAL EXTERIOR WALL SECTION ~ = O SCALE: NTS W } � O 7W WINDOW INSTALLATION METHOD A-1 < � Z I I © WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. Q < Ln FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. W '_ _ 5'-0" SECTION A d � V n aT STEPS THROUGH WINDOW JAMB 2 (j,( C N ©STARTING ATIN WATER EhiE BASE OF FASHION,DDING W 7 7 O THE WALL&WORKING TOWARDS I THE TOP, INSTALL THE NRB SEALTO THE ANT BEA \ (n 6X6 BUILT OUT SHEATHING.CE OF THE BEHIND FD N TE. \� + W (� BEAMS APPLY SILL FLASHING i LT- (6" U.(6" PROD.) I I 100 WIDTH APPLY BEAD OF SEALANT / n - VARIES ©AT BACK OF WINDOW O I FLANGE&SET WINDOW USING \ .J w F— O " PAN HEAD SCREWS TO OPENING. APPLY A 3/8"NOM. �- - Lo 2" RECESS -I FACILITATE INSPECTION. DIA. TO THE BACKSIDE -�- Z < F O U (INTERIOR) OF THE WINDOW 4 APPLY BEAD OF SEALANT AT FLANGE, IN LINE WITH ANY I Q I ✓✓ APRON ®SIDE JAMBS. EXTENTS PRE-PUNCHED HOLES OR SLOTS. FLASHING r"1":` w F Lc) OD APPLY JAMB FLASHING SEALANT BEAD BETWEEN V © ,OJAMB FLASHING FLASHING AND MOUNTING a 0 Ln -1-' 11�> 1 1„ 1 c APPLY BEAD OF SEALANT FLANGE. 4'-7- 4'-41" 4'-4r- 4'-7 ,yam AT HEAD APPLY CONT. SEAL TO THE MOUNTING [j] Z CSI 2 4 4 FLANGES AT THE TOP (HEAD) AND Z FP APPLY HEAD FLASHING SIDES (JAMBS)OF WINDOW. EXTEND ® �' f- F © SEALANT AT JAMBS 8 YF ABOVE �-o REMOVE PREVIOUSLY APPLIED THE R.O. AT HEAD. EMBED JAMB (n (1) ®TAPE,ALLOWING WRB TO LAY FLASHING INTO SEALANT AND �j� Z � �! � m � FLAT OVER HEAD FLASHING. FASTEN IN PLACE. FLASHING U APPLY NEW SHEATHING TAPE GOES OVER SEALANT. 0 Q OVER DIAGONAL CUT- SEE ' Z a Z DIAGRAM. < < SECURE WRB MEASUREMENTS 1 NICHE DETAIL ABV. FP TYPICAL HDR. OPENING HDR. TRIM TO WALL WITH FLASHING AT HEAD O U) _ Z w ROUGH CEILING / (CONFIRM W/BUYER) FLASHING AT HEAD J r, W' W p EXTENDS 1" BEYOND ®® JAMB FLASHING. HEAD FLASHING V % w WALL SHEATHING j \ HEADOFLA HING OF THE AGAINST O Z O THE PREVIOUSLY APPLIED Q O W o SEALANT(FLASHING GOES W WALL FRAMING SEALANT OVER SEALANT). EXTEND '.., HEAD FLASHING BEYOND Z a EACH JAMB FLASHING. U / FASTEN IN PLACE. SLAB TO WALL WITH o ¢ a COUNTER FLASHING 5 i �� �� U u) WALL FRAMING I A � ct FF= � HARDIEPLANK © JAMB FLASHING A O Z a EXTEND JAMB FLASHING U 0 , 0 LAP SIDING FL OVERLAP TILL 71! a Z WATER RESISTIVE FLASHING EXTEND U cb JAMB FLASHING 8 l� �' cb 0 W BARRIER ATTACHED ABOVE ROUGH OPENING AT HEAD. �'' 1.., Z TO SHEATHING AND TUCK TOP OF O 4 JAMB FLASHING i SEALANT ON TOP OF FLASHINGS UNDER THE FLAP LL F O q �/ OF D. E THE HARDIEPLANf\ HEAD. SEE DIAGRAM. SILL FLASHING Z 0 v R MOISTURE BARRIER z o o • LAP �+ SHIM AND ADJUST WINDOW TO ACHIEVE SQ E, SIDING PLUMB, AND LEVEL CONDITION. USE CORROSION BOTTOM PLATE ® RESISTANT FASTENERS. FASTEN WINDOWS PER O WINDOW MANUFACTURER SPECIFICATIONS. a 0 F- WALL SHEATHING '' (LW W . . ' ' ( WEATHER RESISTANT w H BARRIER (WRB) W Q IO SLAB B TO WALL WITH AT 45 DEGREE ANGLE, CAREFULLY CUT THE � z BOTTOM PLATE OTApTEp STRIP L{y YY - BARRIER ON A DIAGONAL. GENTLY RAISE THE 1�. .�. R R fV /�- TOP EDGE OF THE BARRIER UP AND TAPE THE COU NTE R FLASHING % TOP CORNERS AND CENTER TO THE EXTERIOR Z l I WRS SURFACE ABOVE. WL9 INTERIOR VIEWPol O WW Q TOP LEFT CORNER OF WINDOW W T: �4 �40 /y� MOISTURE BARRIER W Q m U W N¢ WINDOW FLASHING DETAILS SCALE: NTS I - > W IL WALL SHEATHING W i- Q IL JOB NO: #### U = W DRAWN BY: XX a = W 0 W CHECKED BY: N _ W = W PROJ. MGR.: XX W W DATE LAST SAVED: 3/30/2015 CONCRETE SLAB / �, > MASONRY FOOTING 04W DECORATIVE TRIM ` = 1 a Q SHEET TITLE COUNTER FLASHING � � � , � Details PATH / SLAB W 0 Details U0 Zz °0 L] 3 ® N TYPICAL HARDIE LAP SIDING DETAIL .. o � A10 ' GALE: NTS 'I 'I x 17: 1 /811= 1 hoII W 'Z w 24X36: 1 j4II 1 1.0II 4 0 0 SHEET 10 OF 11 Periods only used on one word abbreviations, if the abbreviation is a different word b itself; e. ARCH., BIT., and LAM. GENERAL NOTES ABBREVIATIONSPeriods are usually used when abbreviating multiple words, unless they STRUCTURAL NOTES are very common without periods; e.g. AFF, HVAC, R/A, and WWM. A.B. ANCHOR BOLT FAS FASTEN(ER) PAR PARALLEL G1 DESIGN PARAMETERS: 1. All work performed shall comply with all applicable 5. SIDING & ROOFING A ABV ABOVE F F.B. FACE BRICK I- P.BD. PARTICLE BOARD DESIGN LOADS: UNLESS NOTED OTHERWISE (UNO) IN SPECIFIC NOTES W Local and State Building codes, Ordinances, and A/C AIR CONDITIONING F.B.O. FURNISHED BY OTHERS PC. CONC, PRECAST CONCRETE ROOF LOADS: LIVE LOAD (LL); 20psf (25% DURATION INCREASE) }- }• Regulations and all other authorities having ACC ACCESS F.D. FLOOR DRAIN P.E. PORCELAIN ENAMEL DEAD LOAD (DL): 17psf SHINGLE; 25psf TILE Jurisdiction. 15psf TILE A. Vapor Barrier shall be applied on all exterior walls. AC.T. ACOUSTICAL TILE (CLG) F.E. FIRE EXTINGUISHER PED PEDESTAL (SINK) WIND CALCS:DEAD LOAD (DL); 10.2 sf SHINGLE; 15 Install as per manufacturer's requirements. AFF ABOVE FINISH FLOOR F.F. FINISH FLOOR (LINE) PERI PERIMETER (60% DURATION INCREASE) p in ❑ 2. Minimum Design Loads: A.D. AREA DRAIN F.G. FIXED GLASS PKG PARKING FLOOR LOADS:DL: 15psf; LL: 40psf (0% DURATION INCREASE) B. Install #15 (min.) felt under all shingles. ADD ADDENDUM FGL FIBERGLASS PL PLATE (HEIGHT) BALCONY: DL: 15psf; LL: 40psf FOR 1 & 2 FAMILY FLOOR: 40 P.S.F. Live Load ADH ADHESIVE FIN FINISH P.LAM. PLASTIC LAMINATE DWELLINGS ALL ELSE 60psf 10 P.S.F. Dead Load C. Nails onlyto be used for roof shingle attachment. ADJ ADJUSTABLE FLG FLASHING PLAS PLASTER 9 STAIRS: DL: 15psf; LL: 40psf FOR 1 & 2 FAMILY AGG AGGREGATE FLR FLOOR INC DWELLINGS ALL ELSE 100psf No staples allowed. PNL PANEL ROOF: 40 P.S.F. Live Load A.H.U. AIR HANDLING UNIT FLUR FLORESCENT (LIGHT) PNT PAINT(ED) G2 MINIMUM LUMBER SIZES, SPACES, GRADES, AND SPECIES (UNO) ALT ALTERNATE FN FENCE PR PAIR (OF) A) INTERIOR NON-BEARING WALLS: 2x4 STUDS AT 24" ON CENTER. 10 P.S.F. Dead Load D. Flash all roof to wall conditions. ALUM ALUMINUM FND FOUNDATION PREFAB PREFABRICATED SPRUCE-PINE-FIR (SPF) GRADED LUMBER (OR BETTER) OR METAL STUDS. Verif design loads with local Building codes and A.P. ACCESS PANEL F.O. FACE OF PSF POUNDS PER SQUARE FOOT Y 9 9 APX APPROXIMATE FP FIRE PROOF conditions. Refer to Structural Engineering for all 6. INSULATION ARCH. ARCHITECT(URAL) FPHB FIRE PROOF HOSE BIBB PSI POUNDS PER SQUARE INCH ) CRIMPER MAY BE USED IN LIEU 0) SCREWS FOR META STUDS. x B FRAME BEARING WALLS: SPF 2 MIN 2x4 STUDS ® 16" 0 C TO 10 PTN PARTITION � structural details, specifications, and notes. ASPH ASPHALT FPL FIREPLACE P.T. PRESSURE TREATED (WOOD) USE 2x6 & MID HT BLOCKING BETWEEN STUDS OVER 10' LINO. W A. Provide R-11 (Min.) batt insulation in all exterior walls A.T. ASPHALT TILE FR FRAME(D)(ING) PV PAVE(D) OR PAVING C) HEADERS: SYP, GR 2, (2) 2x12 W/ 1/2" SOLID SPCR UNO ON N AUTO. AUTOMATIC FS FULL SIZE PVC POLYVINYL CHLORIDE (PIPE) PLAN OR DETAILS. NAIL PLIES W/ 10d 0 3" 0/C EDGES & 6' FIELD. N 3. CONCRETE and R-19 (minimum) blown insulation (or batt and AVG AVERAGE FTG FOOTING PVMT PAVEMENT G3 HEADERS MAY BE CUT OR NOTCHED AT THE ENDS ONLY. OTHERWISE - blown insulation) in all ceilings or rafters adjacent to AWNG AWNING FUR FURRED(ING) PWD PLYWOOD THEY SHALL NOT BE REDUCED IN STRENGTH. A. All concrete footings are designed to bear on minimum the exterior or to unheated spaces, plus R-19 at G4 LUMBER EXPOSED TO WEATHER OR CONTACTING CONCRETE SHALL exposed floors. All insulation to meet HUD minimum B36 36" WIDE BASE CAB. GA GAUGE Q.T. QUARRY TILE BE PRESSURE TREATED (PT). soil pressure of 3000 p.s.f. and shall be placed on property specs. R-11 batts at fireplace chase walls BD BOARD G G.B. GYPSUM (WALL) BOARD G5 FRAMING CONTRACTOR IS RESPONSIBLE FOR TEMPORARY BRACING DURING firm, undisturbed soil 3"-6" minimum below grade. and under fireplace unit. BF BI-FOLD (DOOR) G.C. GENERAL CONTRACTOR R RISER }ON STAIRS ERECTION OF TRUSSES AND FOR ALL PERMANENT BRACING PER 0 Contractor to reinforce concrete footings and poured BIT. BITUMINOUS GO GRADE OR GRADING R R/A RETURN AIR BCSI-B1 SUMMARY SHEET. LO Q concrete walls as required for specific soil conditions or BLKG BLOCKING G.D.O. GARAGE DOOR OPENER R.B. RUBBER BASE G6 TILE ROOF USE 30 DRY IN, 90 FELT & HOT MOP W SCREW C O local codes, whichever, is more restrictive. 7. DRYWALL BLDG BUILDING GA GROUND FAULT INTERRUPTER RAD RADIUS DOWN INSTALLATION PER ROOF �ILE INSTITUTE SYSTEM TWO UNO. I BLK BLOCK (CMUs) GL GLASS OR GLAZING RBL RUBBLE INSTALL TILE ROOF SYSTEM IN ACCORDANCE WITH FRSA/TRI PER O B. All concrete shall have compressive strength of 3000 BLKG BLOCKING GL.BK. GLASS BLOCK R.D. ROOF DRAIN di P 9 A. All walls to have Y2" gypsum and all ceiling to have Y2" BM BEAM G.I. GALVANIZED IRON FBC 1507.3.7 & FBCR 905.3. P•s•I• ceilingboard unless noted otherwise. REFR REFRIGERATOR G7 GALV 26 Ga MIN OR ALUM FLASHING SHALL BE USED B.M. BENCH MARK GT GROUT REQ REQUIRED ( ) N BP BI-PASS (DOOR) AT GUTTERS, WALL & ROOF INTERSECTIONS, ROOF SLOPE �[ C. Provide minimum 4" concrete cover at under slab utility 9YP P 42"H 42" HIGH WALL RES RESILIENT y B. Use water resistant sum board for exposed walls BRG BEARING u ( ) REV REVISION(S), CHANGES, & ROOF OPENINGS. USE OF WEEP SCREEDS, locations. When concrete encasement of utilitylines is and ceiling at shower and tub wall areas receiving BRK BRICK n HB HOSE BIBB CONTROL JOINTS, OR EXPANSION JOINTS SHALL BE USED REINF REINFORCED(ING} O i required, increase slab thickness at the utility line. fiberglass enclosure. B.S. BOTH SIDES H.C. HOLLOW CORE RFG ROOFING TO DRAIN MOISTURE & CONTROL CRACKING. ONLY Q BSMT BASEMENT HD HEAD OR HARD WORKERS WHO UNDERSTAND PROPER INSTALLATIONS OF Install utilities lines well below slab. R.J.B. REINFORCED JUNCTION BOX BTM OR BOT BOTTOM H.D. HEAT DETECTOR OR HEAVY DUTY RLG RAILING ANY WATER BARRIERS, INCLUDING FLASHINGS AND 8. INTERIOR TRIM AND FINISHES see specification sheets. BTWN BETWEEN HDR HEADER G8 SEALANTS, SHALL BE USED. �Q D. Provide isolation joint material (asphalt impregnated) R&M RANGE W/ MICROWAVE J ( P BVL BEVELED HDW HARDWARE RM ROOM APPROVED ROOF COVERING MFGR'S LIST (IF APPLICABLE) SHALL BE USED. between foundation walls and all slabs including patio, B.W. BOTH WAYS HGT HEIGHT porch and sidewalks. 9. DOORS & WINDOWS H.M. HOLLOW METAL R.O. ROUGH OPENING ANCH W/ (6) 7/8" MIN LENGTH ROOFING NAILS W/ .413" DIA HEAD Q., jL �1 CAB CABINET HORZ HORIZONTAL R.O.W. RIGHT OF WAY PER SHINGLE. E. Provide "Zi Strip" or tooled control joints where C C.B. CATCH BASIN R&S ROD AND SHELF(S) G9 REBAALL IS GRADE 40 UNO N PLAN. PLACEMENT IS PER TYP WALL SECT & PLAN. o 0 p p j HR HOUR 010 ALL COEFFICIENTS AND CALCULATIONS ARE PER THE LATEST w w indicated on the foundation plans. A. All patio doors - operable leaf inside. CEM CEMENT H.R. HALF ROUND (WINDOW) SC SOLID CORE (DOOR) EDITION OF ASCE 7 AS ADOPTED BY THE FBCB. (-D CER CERAMIC HS HORIZONTAL SLIDER S SCH SCHEDULE 011 ALL CONNECTIONS HAVE BEEN CHECKED TO WITHSTAND ALL APPLICABLE LOADS vn v> B. Door and window infiltration shall be in accordance with CF CUBIC FOOT HTG HEATING SD SMOKE DETECTOR UNO AND ALL CONNECTORS SHALL BE NAILED PER MANUFACTURER'S SPECS. 4. FRAMING local ordinance and shall meet performance standards CHAM CHAMFER HVAC HEATING/VENTILATING/AIR COND. SEC SECTION ANSI/AAMA 101-88 for metal windows DH-C40 for vinyl C.I. CAST IRON HWD HARDWOOD FLOORS G12 EXTERIOR CEILING MATERIAL WILL BE 1/2" GYPSUM SOFFIT BOARD RI A C.I.P. CONC. CAST-IN-PLACE CONC. (FLOORS) S.F. SQUARE FEET MINIMUM WHICH CAN PROVIDE FULLY ENCLOSED STRUCTURAL INTEGRITY. A. Laminated veneer lumber LVL shall provide the design windows and the CRF shall not be less than 55. SF.GL, SAFETY GLASS G13 OVERLAP DOUBLE TOP PLATES 24" AND ANCH WITH 10d AT 16" O.C. (LVL) p g CIR CIRCLE I.B. IRONING BOARD values equal to or exceeding the following: .G.D. SLIDING GLASS DOOR WITH 3 10d's AT CORNERS. q 9 9� CIRC CIRCUMFERENCE I.D.DINSIDE DIAMETER O (- SH SINGLE HUNG OR SHELF(VING)C. Provide insulating double glazing at all exterior glass C.J. CONTROL JOINT OR CONSTRUCTION JOINT I.L.O. IN LIEU OF SHT (DRAWING) SHEET U U 2800 psi in Bending, Fb CK CALKING) CAULKING) I.M. INSULATED METAL SHTHG SHEATHING W W d l sliding all i l d d t areas and glass n asng gass doors and CL CLOSET OR CENTER LINE INS OR INSUL INSULATED TION 285 psi in Horizontal Shear, Fv INSULATED(TION) SIM SIMILAR � in windows as per local codes. CLG CEILING m 2,000,000 psi in Modulus of Elasticity, E INT INTERIOR SKL SKYLIGHT 0: CLR CLEARANCE) SHEAR WALL NOTES g g (DOOR) JST JOIST (FLOOR OR ROOF) SL SIDELIGHT OR SLEEVE D. Caulk at all sash, sliding lass doors, entrance doors CLS CLOSURE OR CLOSER DOOR OJU) B. Unless otherwise noted, all dimension framing lumber CM CENTIMETERS JT JOINT SNT SEALANT U J W shall have an allowable bending stress + 875 s.i., and bottom plates (all sides of openings) and head ( ) J SPC SPACER 9 P CMU CONCRETE MASONRY UNIT a m flash all windows and doors. SPEC SPECIFICATIONS W (1000 psi repetitive) or better. C.O. CASED OPENING KD KNOCKDOWN (CEILING) SPK (AUDIO) SPEAKER(S) J COL COLUMN K KIT KITCHEN GSW1 STUDS: Q ❑ S.ST. STAINLESS STEEL J C. Unless otherwise noted, provided: 10. MECHANICAL & ELECTRICAL COMB COMBINATION KO KNOCKOUT A) FOR SHEARWALLS, BLOCKING IS REQ'D AT ALL SHEATHING EDGES W -- STD STANDARD Z CONC CONCRETE KPL KICKPLAE (ON DOOR) STG OR STO STORAGE BETWEEN STUDS. 1. All trusses shall be securely braced both during erection COND (AC) CONDENSER K/S KNEE SPACE STL STEEL B SPACING AT 24" ON CENTER (MAXIMUM). 1 /1 A. All electrical and plumbing requirements shall comply CONST CONSTRUCTION F- U Z l/1 and after permanent installation in a building in STIR STRUCTURAL C FOR MINIMUM SPECIES AND GRADE SEE GENERAL NOTES. with local building codes. All outdoor, bathroom and CONT CONTINUOUS LAM. LAMINATE(D) W accordance with commentary and recommendations as SQ SQUARE D SHEARWALL ENDS SHALL BE DOUBLE STUDDED. THIS MAY BE A COMPOSITE a garage wall receptacles shall be provided with ground CONTR CONTRACTOR LAV LAVATORY (SINK) published by the Truss Plate Institute. fault circuit protection. Service panels to be min. 20 CORR CORRUGATED L.B.O. LOCATION BY OTHERS SUS SUSPENDED OF A FULL JACK AND STUD OR A COMBINATION OF CORNER STUDS. Q W I P P (min.) S.W. SHEAR WALL GSW2 STRUCTURAL WALL SHEATHING: circuit, 100 am 110 volt. CPR COPPER LIV LIVING Z W I P. MINIMUM 15 32" CDX PLYWOOD OR 7 16" APA APPROVED O.S.B. 2• 3K" high density T & G, Plywood subfloor glued and C OR WOOD WOOD L.L. LIVE LOAD T T TREAD AT STAIRS OR TILE / / nailed. Panel span rating shall be APA 24 32, CRS COURSE(S) ( ) GSW3 NAILING SCHEDULE: 0 } _ P 9 / B. Provide gray box for washer and provide solid metal L.P. LAMINATED PLASTIC T.B. TOWER BAR USE 8d GUN NAILS AT THE FOLLOWING SPACING; O X F- Exposure 1, with sealed edges. Install per CSMT CASEMENT LT LIGHT T.B.D. TO BE DETERMINED �" _ dryer vent (taped - no screws) to exterior. C.ST. CAST STONE 6" ON CENTER THROUGHOUT (UNO) O manufacturers' spacing and edge recommendations. L.T. LAUNDRY TUB TC TERRA COTTA Q C.T. CERAMIC TILE GSW4 -DENOTES SHEAR WALL LOCATION UJ F- C. All sewer and water sleeves to be depth and separation LTL LINTEL T.C.J. TROWELED CONTROL JOINT W 3 Y4" underla ent minimum under vin or the on wood P p CTR CENTER OR COUNTER LVL LAM VENNER LUMBER (BEAMS) TEMP. TEMPERED GLASS A LENGTHS SHOWN ARE THE MIN. LINEAL FEET OF SHEAR WALL REQUIRED. W , : U) Ym (minimum) YI as per local code below adjacent finish grade. CX CONNEXTION (GLASS) B� IF THERE IS NO SHEAR WALL DENOTED ON FLOOR PLAN THEN ALL BEARING W frame floor systems. LVR LOUVER T&G TONGUE & GROOVE CY CUBIC YARD EXTERIOR FRAME WALLS GREATER THAN 16" IN LENGTH ARE REQUIRED TO BE U� EL TELEPHONE M METER(S) THK THICK NESS CONSTRUCTED AS SHEAR WALLS. (SEE SHEARWALL FRAMING SPECS DETAIL). Z 4. Min. 1%2" high density Q.S.B. wood roof sheathing with D. Provide main sewer clean-out within 5'-0" inside or 12"D 12" DEEP M MAX MAXIMUM THICK(NESS) GSW5 INTERIOR SHEAR WALLS SHALL USE 7/16" O.S.B. SHEATHING NAILED W N Q THR THRESHOLD W 'H' clips. APA panel span rating shall be 24/0, D DRYER, OR DRAIN MAS MASONRY WITH 8d GUN NAILS AT 6" ON CENTER THROUGHOUT UNO WITH A outside of the building line unless noted otherwise. T.O.C. TOP OF CONCRETE � = I exposure 1, with sealed edges. Install per DBL DOUBLE MATL MATERIAL J-BOLT, WEDGIT, OR A HTT22 REQUIRED AT ENDS UNLESS FRAME �' Z manufacturers' spacing and edge recommendations. DECO DECORATIVE T.O.F. TOP OF FOUNDATION U P 9 9 E. In all buildings a continuous conduit shall be installed MC MEDICINE CABINET T.O.M. TOP OF MASONRY WALL TO BLOCK CONNECTION IS AVAILABLE, PROVIDES 197 plf IN }� W from the water meter to an exterior remote water DEM DEMOLISH, DEMOLITION MC MECHANICAL T.O.W. TOP OF WINDOW GROUP III SPECIES FRAMING). _ O W LLJ N D. Roof truss systems shall be fabricated with wood meter reader at a location to be approved by the DEP DEPRESSED MFR. MANUFACTURER TR OR TRN TRANSOM (WINDOW) GSW6 ALL EXTERIOR BLOCK WALLS BETWEEN OPENINGS WITH DOWNPOURS = W chords and wood webs in accordance with designs DET DETAIL MH MANHOLE y U) F, (D f Water Department. The conduit shall be capable of TP TOILET PAPER HOLDER AT EACH END ARE SHEAR WALLS. 7 under the supervision of a registered D.F. DRINKING FOUNTAIN MIN MINIMUM prepared p g acce tin a low voltage minimum 2 conductor cable TV TELEVISION OUTLET OR LOCATION GSW7 ALL EXTERIOR POURED CONCRETE WALLS ARE SHEAR WALLS. ',� U accepting 9 DH DOUBLE HUNG W professional engineer. MIR MIRROR TYP TYPICAL LL supplied and installed by the electrical contractor. The DIAM DIAMETER MISC MISCELLANEOUS E. Roof trusses manufacturer shall submit 2 sets of cable shall be copper and a minimum #18. The water Li- DIM DIMENSION MLD MOULDING department shall make the connections. UC UNDERCUT(DOOR)DOR) W 'Q �- sealed shop drawings to builder for approval of roof D.L. DEAD LOAD MM MILLIMETER U �j (p Z N U UNF UNFINISHED trusses and beams CL DOWN (STAIRS) MMB MEMBRANE U.N.O. UNLESS HOED OTHERWISE DIMENSION NOTE Z F. Water service shall be 1" minimum from each exterior D.P. DAMP-PROOFING M.O. MASONRY OPENING � F• � � F-- m � ' shut off valve. DR DOOR MOD MODULAR VB VANITY BASE F. Min. 7,46" exterior grade plywood or OSB wood sheathing DRY DRYER MACHINE MRB MARBLE V V.B. VAPOR BARRIER V W❑ T siding. See elevations for locations. behind all masonrydr it DS DOWNSPOUT MTL METAL V636 36" WIDE VANITY BASE veneer, Panels and cedar G• All shower head heights to be 80" AFF at fiberglass D/S DRAWER STACK (CABINET) MT MOUNED(ING) VERT VERTICAL M ❑ Ln showers and 84" AFF at ceramic showers. D.T. DRAIN TILE MULL MULLION OR MULLED VIN (SHEET) VINYL DIMENSIONS ARE TAKEN FROM FACE OF STUD TO _ V.T. INYL TILE G. Pressure treated lumber (Borate) to be used where DTL DETAIL V.S. VEGTABLE SINK DW DISH WASHER N /A NOT APPLICABLE FACE OF STUD, UNLESS OTHERWISE NOTED. Z W Z TI wood is in contact with concrete and for 2x4 mud sill 1�!DWG DRAWING N.I.C.NNOT IN CONTRACT . Q ��„ U H. Exterior deck construction shall be with pressure treated IMPORTANT NOTE: DWR DRAWER NL NAILABLE \A/ W3630 36"W X 30"H WALL CAB Z O � m Q NOM NOMINAL �►Y W WIDE OR WASHING MACHINE ❑ W U lumber (Borate) with dimensions as indicated on the ALL REFERENCES BY STRUCTURAL & MEP EA EACH N.T.S. NOT TO SCALE U U E WC WATER CLOSET Z ❑ E EB EYEBROW (FLAT ARCH) N.G.V.D. NAT. GEODETIC VERTICAL DATOM plans. ENGINEERING WILL SUPERCEDE ALL NOTES E.F. EACH FACE WD WOOD d Z d U? U) OA OVERALL WF WIDE FLANGE STEEL BEAM) E.J. EXPANSION JOINT OBS OBSCURE (GLASS) WH WATER HEATER O U 2 W REFERENCES & CALLOUTS ON THE ARCHITECTURAL EL ELEVATION O.C. ON CENTER W.H. WALL HUNG ,J Z W ELEC ELECTRIC(AL) O.CAB. OVERHEAD CABINET WI WROUGHT IRON J O PLANS. NOTIFY ARCHITECT OF DISCREPANCIES & E.P. ELECTRICAL PANEL O.D. OUTSIDE DIAMETER WIC WALK-IN CLOSET J [- > W CLARIFY CONFLICTING INFORMATION. EQ EQUAL O.G.D. OVERHEAD GARAGE DOOR WIN WINDOW VARIES Q = p EST ESTIMATE F✓OH OVERHEAD W/ W/0 WITH OR WITHOUT ... E.W.C. ELECTRIC WATER COOLER Q U LL, OPNG OPENING WP WATERPROOFING) EXG EXISTING _ Z Q EXH EXHAUST OPT OSB ORIENTED L STRAND BOARD W.S. WATER SOFTENER W.R. WATER RESISTANT ~ J O W m EXT EXTERIOR C) W .. WSCT .WAINSCOT U W.T.W. WALL To WALL DIMENSIONS ARE TAKEN FROM FACE TO FACE OF MASONRY Z Ix U WWM WELDED WIRE MESH UNIT OR FACE OF MASONRY UNIT TO FACE OF STUD. d d (L Q U) aj 'Q PROFESSIONAL STATEMENT: Cn U 0 o SYMBOLS � UJ3 TO THE BEST OF OUR KNOWLEDGE SAID PLANS AND < ¢ o0 � w SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM > 0 Q I- '. U EARTH PLYWOOD Lr_ F O BUILDING CODES AND THE APPLICABLE MINIMUM FIRE SAFETY U) STANDARDS AS DETERMINED IN ACCORDANCE WITH CHAPTERS ELEVATION KEY OR SECTION KEY Zoo Z •� SHEET NUMBER °° SAND OR GRAVEL FILL ® INSULATING SHEATHING J � F- O 553 AND 633, FLORIDA STATUTES. W W o WOOD STUD PARTITION BATT INSULATION W F" W a O . . DETAIL NUMBER OR SECTION KEY I H U) Z �� � SHEET NUMBER 3-2X4 WOOD POST OR 2-2X6 F W Z RIGID INSULATION ATTIC VENT CALCULATION C, J d W UNLESS OTHERWISE NOTED W :) Z Z .. ® BRICKOW WATER CLOSET W J _ �4 � O ANGLE (::fl m > < MU ® CONCRETE BLOCK FORMULA: a } W W d Q, JOB NO: #### CENTERLINE 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF > U z W DRAWN BY: XX o CONCRETE TUB/SHOWER CEILING =Q W 10W CHECKED BY: J Q [i. PROJ. MGR.: XX HB HOSE BIBB (FREEZE PROOF) *144 SQ. IN. = 1 SQ. FT. W W w ZO DATE EAST savED: 3/30/2015 '1— 0 STONE BLDG. CEILING (SF) X 144 = BLDG (SQ. IN.) > - ED-- GAS LINE STUB BLDG. (SQ. IN.) / 300 = SQ. IN. OF VENT REQUIRED W = X LAVATORY 04 Z II-_® STEEL SQ. IN. OF VENT REQUIRED / 2 = 50% AT RIDGE & 50% AT z O a U) SHEET TITLE d PENNY F- _ Z ® EAVES W o Gen. Notes DIMENSIONAL LUMBER j ❑ DOUBLE SINK W PERPENDICULAR II W Q BLOCKING W ~ PLATE O Z O SINGLE SINK 3 Q O ROUND OR DIAMETER ® FINISH GRADE WOOD D j R O }: /"� w1WQ \ l 1 d � Q SHEET 11 OF 11 I I I