The URL can be used to link to this page

1871 Atlantic Beach Dr - New Home-Driveway Plans 20-05- 9 2.0-00 ®` T57 2 -00 °' BUILDING COMPONENT SUPPLY, INC. T57 ♦ 4627 JP HALL BLVD. SUITE 208 z-0-po T5] GREEN COVE SPRINGS, FIL 32043 Ts7 LL O: (304.297.9390 - 2:0,00 W F: 904.529. 1 406 0°° ® BEARING HEIGHTS q S] 2-01-00 T57 1 /Sp II 2-01-00 17 -0-00 ' TS] ❑I- /SII 2-01 00 TS] 2-p-pp r7 aoP-721- /f720I _ 72-0 4 TSfi 55 THIS IS A TRUSS PLACEMENT SECOND FLOOR LAYOUT DIAGRAM ONLY. I Il These trusses are designed as, SCALE: 3/ 16" - 1 ❑ individual building components to be 2-0 incorporated into the building design at the specification of the building designer.See individual design sheets for each truss design identified on the placement drawing.The building designer is responsible for temporary 83-05-00 and permanent bracing of the roof and 18-0&110 62-0>-00 �02-001 floor system and for the overall structure.The design of the truss <-00.00 $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ q $ $ $ $ $ $ $ $ $ $ $ $ $ $ 4-0fi 0 support structure including headers, 4 44, 71 beams,walls,and columns is the _ - III +°-0° res onsibili of the buildin desi ner. z $ $ c C P ty 9 9 J02 W$ ~ VIII o-00 II w o 2-e-00 For general guidance regarding 2 -0° FGQi m„„ 4 EJo ll, bracing, consult"Bracing of Wood II +-*-o0 111 2-131110 $ 1-0-00- 51 P-0 F01 EJOSII 2- Trusses”available from the Truss Plate -00 52 Institute,583 D'Onifrio Drive; Madison, 03 WI 53179. F01 EJOS _ _ ATTENTION. V02 VD28 VO4 ARERWALL we 2-0 �. DE NDD MER 2 2 V01 L 2 -00 z° moos F01 BW A i-,-04 I 2 10-06-0O TOFACEOF V02 vsz4 mwe 2 F02 , VO, DD EJ 6111 Refer to truss layout and engineering -0-00 2 X02 mo =_ -0 0 w, -0° documents that arrive with delivered EJ°' $ field trusses. VO4 2-00-00 F02 w3 III 2-0-00 q -0508 F02 EJ 7111 Unless noted otherwise, all beams are 2 b others. Y II z.I= t-0z-pp 0 1 REVISION - DATE 1 z-0-oo `CHECKED BY - DD/OD/1 5 4 0 $ Fp3 4 -0-00 F04 F04 2 00 TOLL CLIENT BROTHERS 2-0 00 FTO, 30°RECE S z-0-pp F IRAH Roof Truss Connector List FTo1 LL Manuf Product Qty SUBDIVISION ATLANTIC BEACH Z r i�FTO, USP JUS24 9 HERITAGE FTo2 a FG05 2-0 FTo3 MODEL ANASTASIA 8 2-0 4 FTo3 o=s Floor Truss Connector List 2-0 w ELEVATION CLASSIC g � Manuf Product Qty FTw USP JUS24 4 z-0-0o USP THD26 4 vas FGpfi vofi USP THD26-2 4 DRAWN BY USP THD46 17 L® 1 RAS USP THDH28-3 2 DATE $ q $ $ 8 N n 4I 1 1 194 r " 83--o FIRST FLOOR LAYOUT 053 12/10/2015 SCALE: 3/ 16 = 1 10 11 REF# B822 o IL LLL � � 5 � o �. o E GpLF GpU R � 0 � � m 0 2�0 ¢ Cf W 111111 ��z III II 56.14 w :2E 1� S09'31A53„ � o °' o Of m U to .. ... .. O W w to rQ z O \1:7 Ql w (n cn o U ALO N 6 I/\�Q u F Q w d1 2 J �� p C)�L,J 3 to z Q j Of o � CL o �CDQQ ® oq o (VACAN ) �7 m cn z o o Q 5 Y < � z (L \ o do f— J I W WN O M ' Q W } OW M O� O o 1'7.4'CIS � W! >- t.( -, o ® w W� Z m o � F F > = < v w w -r > O en w t 1 O O Z c� o O CI- 1 J 1 25.3' PROPO ED I J J D W (r F-- - a w I W W N Z I o Imo, COVER =Q "^�. o o¢ j w t IIJJ U 0^0.. 1 m RICK PAVER 1, CD�1 PORCN o z z a° W 0 Z O :mow Z 1 1 a x o ry 0� hh IJi (n ZLL,CU W c0 1 19.7 1 +� �, t�.l w U- O I w¢ Z m o o O W Z <LLo =wZ wm to C, 00w ° - 'm j ro O c� ~ pO d a� 0 1 3 1 tow C7 zo r� ,O �� N mLL, W•2t=�aj O>4 r �1 Q r 1 0 ¢! En =Q d1 I J K tr Z 4Z 11) 1 N i 1 C� 0_,W cD t� o-� Z J p G1 to W tr VI s 4 I J CJ J. ICJ O — jr'�� CL O p wUF�—IQ-�' >_~ 1 ��ZQ�� -: 1m cp Q� Z Y o� O 1 ,�+ or w Q Q(LL�y. CrJ 1 o O W Z-," II 1.`' r, 1�n (1) IV) p Q ¢ �. F- o w}�JW}- JW O �1�� y lfl L..;� �n 1 W dS � � UO f� W. C� W -t1¢°" W CD 0. W ll- O 1 l En I— tom ,O ro .__l w w I� 10 Q Yr \.nfl z U o= ti N I N I T p1Z C]KY 11 1� O� z= � t'- all o d- ;NI_yl M W U S1 a C o w u z cn o I C) •- co "1 L('\ '"�I 3,:'. •,* Ir uj 1, co rn CD w LI z U w a wc�i a u; . 0 0. l i ¢ }' w to a_ ti a 1 0 N F: L� r t _ z~ � wz1 r 5.2 m Ln 1 7. 17.h� o =w U O o v1 Ty{0 CAR 9.8' 'n 8. Z n� 5 N m a GARAGE 6. - m U W v Q U �j1 i8.3' B.R� t,1 LJy C 20' a m O- wN U O � , - _ ~z �f Z Q a N O (V Q r POSED o L N o to -I W W w m o 4 O Q s}' p d- CV '11i� �V� �. OPOSED BRICK cr PAVER _� 7.5' ��N7 ¢ 2 S Q Z, CL o z ' m W r OT y K �� o O BR CK PAVER ENTRY W gLK_� o EASEM J U to N I G= L n U N DftVVEWAY fn Z CO W 2 0~ Z w M fr > I) ice ' ra U PR OSED \ W til W t zz O f �d N.{e �{ U U Q' Q Q =c;OgCRETE W Q- �zzz v ��n'+� o Y 15s ww O 5�.a� ORE CURB &GUTTER Z Z Q p =In z� �z� wso�ozo g � v, 8.0 53 SANITARY ETERS W to�.I w Q v z o o M W W W WO W F 3�ti ~c9a-FFA 'F-��a 'Q - 29.18' (] (] GLEA OUT p w z�owoo 0005 p.``9 Rep 0. N Q W Fesf Q� ..W�m U 1 A 11�1I1114I AYo 1�Yetl METERS O (Dul �d'[1Q �¢E "d c2 Fo ci¢c�irca 22. � W = Z �_ : ad aaa m i.; �H DR�vE Z ") 5 Z F-WO 1-- O N-nc EEA pF WAY) WLLJ A RIGHT N � o Q � D_O� IDTH p cn o /1 (VARIABLE W F 04 II o W M 3 a � [Ym Oir�D aoooa�X �Nt. y o��5q J.��Z �I0 W W ��wm CC W Z Xcaw oz2sacsi��oaav c�.' QQ Q HD^� NSF., 41111IAA IA 1^1 Al l / I A X . ==z .J >a2zi ti HI-O c�i�f3oi�a�4csi<zoecs Iii Q L, � o GOLF C ® URSE 0 ao z �o co 2 Q li �I -H U e V p C m ca n ¢ zi. ,ici F-- 111111 Q wL lillll W S09'312 53� - w 56.1 w a �En l� vi o 0 O w h 10 _ —�g O Z .B.F2.L_ 6 J W .Z7 2 W of cn 0 R�7 W D z U �� z w O Lc1 L iL;j 3 (n z j IL o � ¢ p I L VACANT) II �z m V)z 0 o Y w °� 5 �j o N z to II I ` - N Q p y IZ OZn ; oui U) I I ~o ~O z c� o a� d I V) n U ZZ 253' 1 J J W !Y F- z 1 ww w ZZ M (� W Q PROPOSED I o w i'`- -�1n _ o m CL COVERED x< H¢ Z=)U W 4t J O 0 c6 BRiCP RCHV ZER I� O _ ¢o W o^ o ¢ 2 N I "moi m U O �1 ci- Z 0 tnZt;j WN I 19.7 Ind' �1 ~ xQ ol ¢ Z�m o ® . w w o m f- W Z Z d'co I I a�• V�y-� ¢ p l,j }�_ Z�m O l�l O FZ -,� I S ,1"" F L~i NJ 1 Zfn N U m w¢N� �� n ml Q ' o ¢Qf Z o --H iQ aW G' a; Q i--�� I CSD 0_W m ^ m a � Lr, (X z ®o cn w to Z I - 1T N ,. M �r 1) o w o a r^ O O owjW14 >� p N ' oY�Q�d 11 � N 6n (n ¢ Q :5 5ww /� �Z -°� OF-Wim W� Ola �U�Wap LL.p _ I , _ J LOaiH cvi�mco lu ) -1 I ° p D �� J w� 1 U nN� 4 l NI Q p p� # S� Q Z O U Q: N N 1 En wat� Ln co ,�^ O K W I HO O Z C, AJ J Fw- 3° 0.on4. coN r W mLd m¢ N w o 0 N I: < , o co <X i J it ^I o I z rw a o r{ O �vll iLd- EL �=p o¢ W �i N 5.7 I O JHS x� Z U 21 Noz ` °� 74 Z H o �w S o of GARAGE 9 8 }6.8� J m Li U W ¢o o Q W N o _ IU = ZI 18.3° Yr J W W ti U J ( \ O d 20 B.R.I. a v m o o- w v1 v Q� N O N <r moa cl D z 1n JW wwm o rrl ? O CtJ O -f- N e� v D PR ppVOER 7.5° JEA Q W = w O OP O _ t1v �0 OP OSE BRICK r ENT = Q J z w m W r O � � ' �r BRICK PAVER ENjR�LK_ _ o EASEM J Z N w\= w M ` b o x=07 p f- II IIIVV N lo DRiVEWA o w ww xzH o O N = II II II -- �._ �® •. 'Q ❑ CONCR 2 U W �� "-¢Z H 000zF�¢cio w $ s U (n U � a Q rW 5g.a� 2WATER CURB &GUTTER � W Z QO 0Wz �oS �obo�ooQ �z �o LL� o 53 0 v B.0 SANITAR7 METERB W D W WW F mow 5 ��izti��9opFZ 'F �a Ld W W 3w z-w� oo oao5�'F��°�oeo a CLEANOU W [n w Z Vow j ��a�a aaam oz a SC 29.18° ❑ ❑ 4 ~ wF-¢� w6m � � � ��aQ �QQ \� LLooc �citiccUi¢d _d daddm�..,z dwf- �H pRIVE _ Z w o= Z �., W o Q zWw~ A CB HT Y) CO o q_ a o H Q WIDTH C-4 � w p o cn o¢ (V ARI ABLE C II o w 0 3 w _ co p p � m� `t11 x U' CV O B0- ah 'as�oz 0 (n _�CZ) a:'. 5oa Z o�fn cawc>z F- U U of (if w_� - <nwx u u i e A u u u i u u u u t u x O S D O L H J ¢ ¢ H f, ==Z j Y� w Q Q LL LL w Li. OD O �. GaLF GpU RSE o it z v era m 2 Q N H -H to C� n z Q 1 � (n Z IIIIII -�W�z IIIIII .. tl L!_I a to � 'CLLJ ` 31'53" 56.1 r vWi Wo `° Q vii`o SO9 o 0' B.R,I� 1 of Z U zLLJ O U UJ of l Qt/CQQ1 �{{ a �� 0 Uof ? o W t Z O _ h J W LLJ Q -jZ�H \ 0 m a � O � oa(D Q Q } o Q o I m 0 1 (VACANT) I &Z m U-)Z a o Y � z a�O o N `� p a� ~ J I W � w ¢ K. }. Q W d M O OIn N p O ' 1 S � ¢ O H Zz �'4 m=N p Q o 0 U cn W�� 4,1 O _ ~ 0 �p O to W F I- U Z? ' 25.3 co OSED _ O O O W G' OI_ p I w w w p Z N n I �op(1 I PCOVERED i o r a� r¢ Z L ^cri`{ •.� ' m BRICK PAVER cn o 0 oz z a W U O O PORCH N N "zQ o N ' o N j Ci o C7 x� N wopw >o° � Z W W m ~O�J ¢ ¢ W Z 0 tnZU W N .. 19.7 1 t� e' �� +� o o� z m o 0 U w Zp , N } ON > ^ O- ccO n o o n ¢Y zF- 00 O voi -H oll ^y Itt----- K K LL co Z J o®cnW� (nz W ` Il ,- N � er to ow O aJ c {o zYJo zo ` oo �� Imo; ® �� iI� UF= F= Y'. WLLIZ�O i JlL m co QO Z U J� > O� n. \J `-moi v O O o w j W F > o N ` l o�w�z�'�. I� u- N `� (!) Q O Q U I,' ty�{ a Z ~ - W J W�- J W O d p O N LLi IC] la-N LJ li m a'LLJ_ �V ^� U O t- O ro n�W�m Wry Id aU� do (), J n� wm r' CQ \ cv 4� 111 J o p0 O ¢ w 0 > 0 0 3 I `r �_L 'NI Q S� Z F-4- V O NON OwU t o'0 to il 14 \� (n p O O 0)`' C5 1 W 60 OU Z O 7t9 a�l ,wJ W / "1 [� 3 --`j a o<a 1 (o Li MZ Lu LL,n ¢ W V) V)i 0 uj co 1 w a 4 .0 ��' g o=con n 5.2' 1 / N O Z F p � ^SII c ozo� TWo CAR 9 8' '^ E, W ¢(n ~zo r-Z aU GARAGE 16. � m UU ¢OW &ZI 19.3 ` J W W W p C PU =z � (0 p to O 7.4�- a K vi ¢: N O N to 10< C4 �_ o N -jW LLwm F p ml ? 0 0 O �} N >> �V� �J- OPOSED PROP PAVER 7.5' JEA Q W' _ z d o o m Q r LA�.�'] o O PR VER BRICKY WALK_ SEMENT = ¢ w In o w a lr F m �l � r' O t.J"'K BRICK PAY ENTRE or EA j ��.I Z (n N m\I=- z jf M {b� o w.o DR E\8 O S W Nj W TO o �w C i �'o{�e'� �i z3� uwi{� ca PROPOSED W \ = W W ~¢Z I zzs ocoi �6iW o 4 �"Kz O N 2 �- / d CONCRETE R 2 U w np H oEF L3�q. g 3 0 QUI U (n U 2 Q 4 J * 59 a� 2.REUSRE CURB & GUTTE In W Z mO ozZ �obo�oz< j oo 5 w � ' z U 8.0 53 Sq�TARY ME E W W W O W F-� 3W0 is0000052 �z<o�o flo � OW � aaam oz a r � Q a 29.19 [j p cEEANOUS W F QLoo QQ tl v 1 ¢ W W m I A 1 1 I I I I I A 1 p 1 tl 2 WATER W (o D m aZ �Jr O a � d 'j S-A^ . ETERS 0, w ¢ ¢ a aaaaoo-'mom-. I A M 22 pFtIVE W = o z d `o 0 0 0 OF WAY) \ o g W Wa o A�AgLE WID?H RIGH Q N m w<Dap n o - cyo W N O 9w> t twos chi z5 X CW1 N W O }� 8 8 m o� � S - o y o zas N (n (n OZ >¢co a o oozz =o9'-9coiwn9�9 v W Z ��tn oi.. c>z�soc�gdo U O =(nO �� Y1111181 A1111 p1 1 is 1 X Ll-_I ¢ Q F- Iii =Lu=Z J >aiii ci I . 11-0 �b�Icoiia�4c=i<�c�oat c� j I i TYPICAL HEADER NAILING TYPICAL DOUBLE TOP WINDOW SILL SCHEDULE DESIGN SPECIFICATIONS USP CONNECTORS 0.131X3" TOE NAILS 2X6, 2x8 = (5) NAILS TYPICAL TOP PLATE NAILING: L6TE SPLICE ROUGH DROPPED HEAD MINIMUM END DESIGN CODE: COMPONENTS & CLADDING GARAGE DOOR UPLIFT TYPICAL STUD NAILING: -0" MIN. SPLICE LENGTH OPENING OR SILL PLATES FASTENER EACH END CONNECTOR FASTENERS FL CODE ( 2x10, 2x12 = (7) NAILS FASTEN ALL TOP PLATES 16 0.131x3°° NAILS 2014 FLORIDA BUILDING CODE - RESIDENTIAL ULTIMATE DESIGN PRESSURES PRESSURES (PSF) # 0.131x3" END NAILS; / ( ) � 9°' LVL, 11" LVL = (7) NAILS TOGETHER w/ (3) ROWS EVENLY SPACED < 4°-4°' (1)2x4 SPF #2 (4)124 TOE NAILS A DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, TRIBUTARY INTERIOR EDGE STRIP (PSF): 1 CAR +22 9 SYP SPF (3) 0 2x6, 14" LVL, 16" LVL = (9) NAILS OF .131x3 4 12" O.C, STAGGARD. 4 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE, AREA (sf) , GARAGE USP A35 450 450 (9)1Odx1'/2" I.. �_�. �rZONE (PSF) a° = 4°-6' DOORDESIGN LOADS: ACTUAL AND UNIFORM ZONE SF) +25.6 -6" (8°x R -28'8 USP RT7 585 495 5 8d EA. E D (4) ® 2x8. SYP#2 < 8°-4'° (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS � g`� 10 SYP#2 DBL. HEADER, 12° O" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS ROOF FLOOR 2 CAR USP RT8A 775 650 (5)10dx1'/2°' EA. END TYPICAL WALL FRAMING NOTES: 4'-0" MIN. +21.8 ROOF SHEATHING, 6'MAX. TOP PLATE PER PLAN ROOF LOADING (cd=1.25) (cd=1.00) 50 +22.9 -25.0 +22.9 -28,8 GARAGE USP MTW12 1195 860 (7)10dx1'/2" EA. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS I~"' Lou P o n t i g o a n d TOP CHORD LIVE LOAD 20 psf 40 psf DOOR _23 g USP HTW20 1450 1245 (12)10dx1'/2 EA. END ALL WALL STUDS.. TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 100 +21.8 -23.9 +21.8 -26.6 (16'x7') SEE 5/SO.0 Associates, Inc, TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 psf USP MSTA24 1640 1455 (9)10d EA. ND 2. USE SYP#2 FOR ALL TOP 2x-BLOCKING ONLY RAISED BOTTOM CHORD LIVE LOAD 10 psf 0 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE USP MSTA36 2065 2065 13 10d EA. END PLATES AND SOLE PLATES. REQUIRED IF SHEARWALL ARCHED TRANSOM OPTION: 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY ( ) HEADER 420 Osceola Avenue BOTTOM CHORD DEAD LOAD 5 psf p �._ ----_ 2x SPF DIAGONAL BLOCKING DEFLECTION CRITERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 '/2"0 ROD T FTG. 3. USE SYP#2 FOR ALL �� "I DROPPED FASTENED w/ 3-0.131"x3" Jax. beach, Florida 32250 ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 SHALL BE PERMITTED USP JUS28 1305 1305 (6)1Od TO EADER HEADERS I HEADER EA. END TYPICAL. Ph. 242-0908 Fax. 241-9557 FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 I SHEATHING MAY EXTEND 2' " 5 8 4. ALL WALLS SHALL BE �- I �''i, I - ---- PAST BLOCKING- WINDOW F L: CA#8344 SC:CA#3579 0.75 MAX ANY CASE COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 / "0 ROD 0 FTG. -_---_ POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. USP HTT22 5370 5370 5/8"0 ROD 0 FTG. BALLOON FRAMED FULL I ( I ______ ARCHED ATTACHMENTS MUST SYR HEADER, WIND LOADING: s HEIGHT TO ROOF OR FLOOR I TRANSOM ANCHOR INTO 2x MATERIAL. ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 /8 0 ROD / (12)164 L-- ----J FASTEN LOWER STUD PER PLANS MIN. DEAD LOAD CONDITION , 5 PSF TOP CHORD AND 5 PSF • 5 8 BEARING ELEVATION, U.O.N. ONI PERMANENT TRUSS I OPTION JACK AND USP PAU66 2535 / "0 ROD / (12)16d PLAN. II TO TALLER STUD MS SEE RIGHT KING STUDS, BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS PLUS = PRESSURE AND MINUS = SUCTION. BRACING BY OTHER i 2-ROWS OF 104 COMS 5.) FASTEN BOTTOM PLATE 0� i SEE PLAN OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR DESIGN OF WINDOWS DOORS FASTENING TO THE WALL FRAMING IS THE USP MSTAM24 1545 1455 (5)/.%2-1y, TAPGONS {9 +� 12" O.C. WINDOW SILL SEE LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED WINDOWS/DOORS LOAD BEARING FULL HEIGHT ANCHOR 11 SCHEDULE BY 0.75 WHEN COMBINED w/ DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET WALLS TO CONCRETE SLAB I FOR SILL SIZE AND +` r SIMPSON CONNECTORS A AT INTERIOR WALLS °j TYPICAL SOLE AT TWO STORY CONDITIONS, •` � •• ��►, ,, d THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. w 10d MASONRY CUT NAILS ® a " I CONNECTION EACH a•` .• ` ✓' / •• /� BASIC WIND SPEED (ASCE 7-10) ---------- 130 MPH / TYPICALLY /8 FULL PLATE NAILING: WINDOW SILL SEE PROVIDE SOLID BLOCKING Q` • �C` •° ; w � A a_ a UPLIFT 48°' O.C. MINIMUM, SEE HEIGHT THREADED 0.131x3°' TOE NAILS: END SCHEDULE WITHIN FLOOR SYSTEM AT ALL C.1 ;• + of? IMPORTANCE FACTOR -------------- 1.00 - - FOUNDATION PLAN ADDITIONAL RODS 6'-0°° O,C, I UPPER LEVEL POSTS & JACK : MEAN ROOF HEIGHT ---------•------- 20.0 FT �� a CONNECTOR FASTENERS FL# CODE ANCHORS AT SHEARWALLS II (3) C� 2x4, STUDS O' �� o` f a, �I�il� SYP SPF ;i (4) @ 2x6, - ROOF PITCH ------------------- 7/12 �` I I i v A35 450 450 12-8dxl'/2" 10446.4 I' S ® 2x8• SDWC15600 SCREW r S BUILDING CATEGORY ---------------- II I BLOCKING ONLY REQUIRED ! SEE 8/SO.0 �O `x A OF • o a H2.5T 600 520 5-8d EA. END 11478.3 AT SHEARWALLS AND-\ PT. SPF#2 I . �} m o• N EXPOSURE CATEGORY --------------- C DENOTES EDGE STRIP, I . �," 4 STUCCO FINISH SOLE PLATE I ' ° ® SEE C & C CHART H8 620 530 5-104x1'/2" Ek. END 11470.3 SEE PLAN FOR S`i1UD SIZE II ��.`•. � p',*° �`4 N ENCLOSURE CLASSIFICATION ------------ENCLOSED °� � INTERNAL PRESSURE COEFFICIENT f 18 �c s ABOVE FOR °a° DIMENSION MTS12 1000 860 7-104x1'/z" Ek. END 10456.3 AND O.C. PACING. a �''y�,��`� •�•••'` ��a�` ---------- MTS12 145 1245 24-104x1' WALL SHEATHING .A. END 13872.3 "• $, n a < t aeBrtn n.t,soe«e•,qe� a I J 0 /2 CONTINUOUS BLOCKING. SEE DETAIL 1/SO.1 MATERIAL SPECIFICATIONS _ MSTA24 1765 1270 9-10d EA. EN 13872.4 WITHIN FLOOR SYSTEM 16d COMMONS II FOR SPLICING FOUNDATION SEE PLAN $ f ; Christopher J S a b o u r i n P E -" -* *a'� WHERE POST IS ABOVE. II OPTIONS MAX. IN. SOLE PLATE ANCHOR: FL P E#7 1 4 6 1 a MSTA36 2050 1870 13-10d EA. END 13872.8 C� 8" O.C. o o r-- WALL FRAMING AT WALL FRAMING AT L__ __� 18-16d TOTRUSS/BEAM FLOOR SHEATHING, FROM SOLE SEE SCHEDULE HARDWARE AND ANCHORS: I PLATE CHANGE CONDITION RAISED HEADER CONDITION HTT4 3480 3080 11496.2 gd ® 3' r SEE SPECIFICATIONIS I, PLATE BREAK 12EVISIONS DATE ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH [NOT ACTUAL PLAN] 'I as IL 1-5/e"0 ROD 0 FTG. II I J E _rs_-_ _ 1 BUILDER MAY CHOOSE EITHER THE DROPPED ASTM A 307 OR ASTM F 1554 GRADE 36. L-==-=_� - -_-=- � _-=s -,� I WALL FRAMING AT WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). SCOPE OF SERVICE 32-16d TO RUSS/BEAM fir'" - HEADER CONDITION OR RAISED HEADER CONDITION HTT5 5250 4670 11496.2 F-------r I I (I ( DROPPED HEADER CONDITION NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. 1-5/e"0 ROD •0 FTG. ' z TYPICAL WALL FRAMING METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO 6-104 TO HEADER I I I EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: LUS28 930 780 10655.113 I SO.O RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE 4-10d TO JOIST I I I ' SEQUENCES; FOR THE ACTS OR OMISSIONS NI THE CONTRACTOR OR ANY I -- I I II I Y2"x6" SIMPSON TITEN HD SOLE PLATE ANCHOR FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR __ I�� w/3X3x0.229" WASHER SEE DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE '/4°' 14-164 TO HEADER LARGER THAN REBAR SIX AND /8" LARGER THAN THREADED ROD SIZE. HU410 905 785 10531.36 L---- J I QB,HOLD DOWN OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JOIST ] SCHEDULE FOR SPACING (U.O.N.) THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT SYP#2 DBL. I SEE 1/SO.1 I ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS DOCUMENTS. ABU44 2200 5/e"0 ROD EPDXIED 6" MIN 10849.6 TOP PLATE I' SEE 5/S .O I -r DUAL CARTRIDGE INSTALLATION ONLY s II { fBUTT JOINT ( ) ABU66 2300 /8"0 ROD EPDXIED 6" MIN 10849.6 EPDXY: ITW RED HEAD A7 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: II BLOCKING ONLY REQUIRED I� 2" 2" I REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUOTURAL ENGINEER ARE SET N/A N/A SIMPSON EPDXY-TIE 11506.4 II AT SHEARWALLS AND I WALL SHEATHING FIELD ALTERATION STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, II STUCCO FINISH II SEE DETAIL 1 SO.1 I CONTRACTOR SHALL CONTACT LOU 10-164 TO ST D/BEAM/POST I / WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 11496.3 it II FOR SPLICING �` PONTIGO&ASSOCIATES PRIOR TO LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-'/2"0 ROD '0 FTG. II ]�OPTIONS RATED SHEATHING, MAKING ANY STRUCTURAL FIELD SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT LSTA12 805 695 10-1 Od 13872.5 II II 4- BOUNDARY OF SEE GENERAL NOTES. MODIFICATIONS WHICH MAY VARY MODULUS E 1,900ks], BENDING STRESS Fb 2600 s1 SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY FULL HEIGHT I' Yz" THREADED ROD 1'-0" 6" SHEATHING FROM THE INTENT OF THE ORIGINAL O ( ) P ARCHITECTURAL MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 1705 13-8d 10852.1 SHEATHING f� EPDXIED 4"w/3X3x0.229" PT. SYP#2 CONSTRUCTION DOCUMENTS.ANY MAX. MIN. FIELD ALTERNATIONS MADE PRIOR TO TO BE II 9 WASHER SEE SCHEDULE SILL PLATE EXAMPLE OF PANEL GENEU PONTIGO RAL NOTES Ft CONSTRUCTION SPECIFICATIONS 9EINGAPIONALEBYLORINGOR CONTINUOUS II 11 FOR SPACING EDGE w/ BLOCKING ASSOCIATES MAY RESULT IN ---INTERIOR BEARING SOLE PLATE BREAK TO UPPER II II WHERE REQUIRED,BY ADDITIONAL ENGINEERING OR TOP PLATE I WALL: SEE SCHEDULE TITEN HD II ANCHOR GENERAL NOTES. INSPECTION FEES. FOR STUD SIZE II EPDXY ANCHOR OPTION ELOOR SHEATHING SPECIFICATIONS ;I AND O.C. SPACING. II OPTION 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 6" O.C. EDGE & FIELD � � WALL SHEATHING TO . IA SOLE PLATE SOLE PLATE ANCHOR SCHEDULE NAIL SPACING AT HI MIN. /5 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w 0.113x2" RING SHANK NAILS 0 6' O.C. EDGE & 6" O.C. FIELD AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0' OF ROOF EDGE). 8d Q 3' I SEE DET SUPPORTED EDGES, ROOF SHEATHING SPECIFICATIONS: I RAISE L FROM EXT. WALL SHEARWALLS 7� / ( ) I+ DETAILS SEE DETAILS I� ANCHOR WASHER EMBEDMENT EDGE GENERAL NOTES , e ON S1.01; ON S1.01 BOTTOM OF SOLE SPACING SPACING SPEC. DEPTH DISTANCET z _ ILLE, MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK 0 6" O.C. EDGE & 6" Q.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). I - � �- I PLAN AND FASTEN � O TITEN HD 48" 24" 3x3x0.229" 4" 2" - - - w/Sd C� 3" O.C. EXAMPLE OF UNSUPPORTED •' F-- I - r I' EPDXY 48" 24" 3x3xO.229" 4" 2" (UNBLOCKED) PANEL EDGE METAL - MIN. 1/2", 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" 0 ROOF EDGE). ( U I - I MAS 48" 24" N/A N/A N/A (TYPICAL)WALL SHEATHING SPECIFICATIONS: i I I I I I NOTES: FLEXIBLE FINISH-MIN. 7/ys", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d 0 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. I I °`^ I I I 1. SOLE PLATE ANCHORS ARE REQUIRED Al ALL EXTERIOR WALLS AND ADJACENT TO NAILING TO INTERMEDIATE `n FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARD] PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. Q L--------J L--------J L-------J CORNERS AND PLATE BREAKS AND KING SIiJDS. SUPPORT IS 6'° O.C. MAX. ROOF W STUCCO FINISH.-MIN, 7&", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d 0 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLAT TO UPPER TOP PLATE. (LION) TRUSSES, OR MASONRY SPECIFICATIONS:_ MULTY STORY 2• WASHERS MAY BE SLOTTED FOR EASIER INSTALLATION FLOOR JOISTS. W SINGLE STORY MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI.>30.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DA ' COMPRESSIVE STRENGTH OF 3. AS AN ALTERNATE TO THE 3"X3"XYa" PLATE WASHER, A 3"X3"X'/8" W/ 11/2"o ROUND m 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 'Y'8 PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY B USED IN BRICK VENEER. STEEL WASHER MAY BE USED. W CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. TYP. WALLSECTIONSROOF AND FLOOR SHEATHING NAI 1 ALr ,3 SOLE PLATE ANCHOR DETAIL Et 4 G LING t i _I CONCRETE MASONRY UNITS (CMU): SO.O S0.0 SCALE: 3/4" = 1'-0" SO.O SCALE: 3/4" = V-0" W U W CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0"> Z .� MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE 1'/2" • zi USED, GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS, ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT '-0" O.C. MAX. AND AT EACH CORNER WALL END AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR I NA ROW OF 104 + WITH - #4 ® 4 NAILS CSD 8" O.C. DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16'° O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL E INCREASED AS NOTED ON 2 PLY STAGGERED0 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". SIMPSON ` �, BEAM. \ ° 2x4 BLOCKING Z a. CLAY MASONRY ICK): SDWC15600 3 PLY BEAM. a a 024" O.C. FASTEN BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. SEE ROOF 2x4 MEMBERS: EACH END w/3-104 W FRAMING (1) ROW OF 104 TOENAILS rl PLAN FOR EXTEND SHEATHING VERT. 4 ROWS 12d NAILS 0 4" O.C. CONCRETE SPECIFICATIONS O ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT28 DAYS DETAILS TO TOP OF TRUSS AS SHOWN. a AT 12" O.C. ° CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSL PROVIDE 2x4 BLOCKING EA. SIDE. 2x6 MEMBERS: AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE .� (2) ROW OF 104 STUD BELOW GENERAL NOTES: SPECIFICATIONS BELOW. (3) ROWS 124 NAILS ® 4" O.C. LOWER TOP 4-104 HEEL '1 AT 12" O.C. STAGGERED PLATE AT BREAK OVER LAP DOUBLE COMMONS FOOTING AND FOUNDATIONS:_ PRE-ENGINEERED WOOD EA. SIDE. TOP PLATES Q FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE 2x SPF BLOCKING ROOF TRUSSES. 2 & 3 PLY BEAMS WALL INTERSECTION SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOI S. SOIL COMPACTION AND FILL RIPPED TO FIT 2x4 OR 2x6 POST 2x8 POST ORTHOGONAL VIEW CONDITIONS ' t ' SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. WITH GAP SHOWN OF CORNER W O m zFOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE ��.� ��y (3)ROWS OF 5" (3)ROWS OF 63/a" ' • FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE R LOCATION IS NOT SIMPSON ' TRUSSLOK TRUSSLOK r n DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) SDWC15600 ENGINEERED WOOD ENGINEERED WOOD L SEE ROOF ' FASTENERS @ 24"o.c FASTENERS 0 24"o.c UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 048" O.C. OR ROD CHAIRS. FRAMING SIMPSON AS SHOWN AS SHOWN PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 PLAN FOR CORNER WALL INTERSECTION BAR DIAMETERS SHE LATHING MAY t SDWC15600 DETAILS CONDITIONS CONDITIONS TERMINATE AT SIMPSON SEE ROOF CONCRETE SLABS ON GRADE: SIMPSON T FRAMING 3-PLY 4-PLY NOTES: OP OF DBL. SDWC15600O SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN SDWC15600 SEE NOTE 1 I PLAN FOR 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS 0 SEE NOTE 1 TOP PLATE. DETAILS 14" LVL AND GREATER 2. °- DENOTES 3"x0.131" GUN NAILS 0 6" O.C. VERTICAL TERMITES. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1°° SAWCUT INTO SLAB INA 12°x12° GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. � ' ` TYPICAL CONNECTION 3. • DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE U WOOD FRAMING SPECIFICATIONS: 5�< HEEL < 1'-0" HEEL < 5'° NOTES: 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR 1. TYP. CONNECTION AT STUD COLUMNS, 5, CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE SOIL SHALL BE PRESSURE-TREATED. IF, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE NOTES: JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. OPTIONS ARE SHOWN STAINLESS STEEL, 1. TOP PLATE TO STUD SDWC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS 2. H2.5T MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY PRE-ENGINEERED WOOD TRUSSES: AT TOP PLATE TO STUD, SPACE @ 48" O.C. IN ADDITION TO (2) PLYS FRAMED WALL CORNER AND SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NEPA, TPI, AND RITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS 5 ROOF TRUSS CONNECTION 7 INTERSECTIONS STUDS CONFIGURATIONS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACINGPER 'COMMENTARY' AND 6 BUILT-UP MEMBER FASTENING RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91," AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WH_N USING (2) STRAPS ON SO.0 SO O S0.0 DESIGN SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. KING STUD TO TOP PLATE: TRUSS TO PLATE: ROOF COVERING SPECIFICATIONS: SDWC15600 SCREW. SDWC SCREW NOT REQUIRED AT GABLE TOP PLATE TO HEADER FASTENING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY SEE DETAIL AT RIGHT. NOT REQUIRED TOP PLATE TO HEADER FASTENING: CRITERIA ENDS OR OPENINGS LESS SEE DETAIL AT RIGHT. NOT REQUIRED AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E151 AND BE INSTALLED FOR GABLE ENDS. ACCORDING TO THE MANUFACTURER'S REQUIREMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. THAN 4°-6° FOR GABLE ENDS. A . KING STUD TO TOP PLATE: AND SDWC15600 SCREW �, /-� WATERPROOFING: NOT REQUIRED AT GABLE TOP PLATE TO HEADER FASTENING: SEE DETAIL EN RIGHT. NOT REQUIRED GENERAL THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. ENDS OR OPENINGS LESS I ` , THAN 4'-6" FOR GABLE ENDS. WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AND ABB E V IATIONS PLATE TO HEADER: \��K/ NOTES KING & JACK ! I SDWC SCREW STUDS SEE PLAN KING & JACK CONN TION STUDS SEE PLAN 24" O.C. MEMBERS FASTENER LINTEL DIMENSION MIN, BRG. MAX. SPAN INTERIOR LOAD BEARING WALL I TYPE ® BUILT-UP POST IN THE WALL (2)124 TOE HEAD OR SILL _ DO NOT SCALE DIMENSIONS FROM TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS @ 12" STAG. NAILS E.E. PLATES SEE THESE DRAWINGS.IF A DIMENSION IS L3'/2x3'/2x'/y 4" 6'-0" GABLE X-BRACE, SEE DETAIL 10 SO.1 HEAD OR SILL �` 2X6 WALL UNCLEAR REFER TO THE -L� (MIN) SCHEDULE PLATES SEE � TOP PLATE, LAPS INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS i y ARCHITECTURAL DRAWINGS OR L4x3/2"x/4 6" 8'-0" H6-1/2 HEA ER SIZE, JACK AND KING STUD SCHEDULE ., CONTACT THE E.O.R. _ DESIGNATES SHEARWALL, THE QUA TITY. ROUGH OPN'G, SEE ARCH TRUSS TO PLATE: DBL. TOP PLATE TO STUD FACE NAIL (2-164) 3-GUN NAILS y i _.. _ v HIDDEN LINE DESIGNATES SIDE OF HEAD OR SILL KING STUD TO FRAMING BELOW: ,., L5x3/2"x/4 6" 10'-0" -= ___ PLATES SEE CS18 STRAP w/6-10dx1Yz'° ROUGH OPN'G, SEE ARCH SDWC SCREW WALL THE SHEARWALL SHEATHING °LAN NAME RIM JOIST TO TOP PLATE TOE NAIL (8d 6") GUN NAIL t� 6'° 9 , SW To BE APPLIED. 8d ® 3 6 SCHEDULE NAILS EACH END. STRAP LIS x3/2 x/4 6°' 12°-0" NAILING: / KING STUD TO BOTTOM PLATE >, CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS DESIGNATES 8d COMMONS 3" ATTACHMENT CAN BE INTERIOR OR rANASTAS, A - CLASSIC L7x3'/2"x'/4 6" 16'-0" 8d�3" 6" D.C. EDGE & 6" O.C. "IN THE CONNE:CTON: SIMPSON ROUGH OPN'G, SEE ARCH. EXTERIOR SIDE OF WALL � CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS FIELD" SDWC15600 SCREW. OMIT IF STRAP NOT REQUIRED AT THE v``^; DESIGN/DRAWN/CHECKED 1. STEEL LINTELS TO BE MINIMAL 36" SHEARWALL HOLD DOWN IS FOLLOWING: GABLE ENDS OR PLATE TO HEADER: CS / BTC/LAP CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS LINTEL MUST HAVE CORROSION _BRICK ADJ - ADJACENT LG - Long SPECIFIED. NOT REQUIRED AT JACK TRUSSES LESS SDWC SCREW JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3-GUN NAILS RESISTANT COATING OF EPDXY BASED �__� VENEER GABLE ENDS OR 2-STORY _ _ DATE PAINT I I I BM - BEAM MANUF - Manufacture THAN 8' OR OPENINGS LESS 24" O.C, WALLS 2X4 WALL RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS I =°= WEATHER BOT - BOTTOM MONO - M nolithic -- - THAN 3'-6'° 12.24.15 2. LINTEL MORE THAN 8'-0". SHOULD I i=_ BARRIER BRG - BEARING OC - On enter HEADER FASTENING SECTION JACK RAFTER TO HIP TOE NAIL (3-10d) 4-GUN NAILS BE LATERALLY SUPPORTED NOT TO I I CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board SCALE _ DBL - DOUBLE PERP - Perpendicular AS NOTED ROOF RAFTER TO 2x_ RICGE BM. TOE NAIL (2-16d) 3-GUN NAILS EXCEED 6 FT. O.C. w/ 2-'/4x3" WD. I-`� DIA - DIAMETER PRE ENG Pre Engineered KING STUD TO FRAMING BELOW: CONT. HEADER, TWO PIECES FACE NAIL 164® 16" O.C. ® EDGE SCREWS INTO HEADER PROVIDE A '/2" _= LINTEL EA - EACH PSF - Pounds per Square Foot ,.. $ - CS18 STRAP W/6-10DX1Yz" LPA No. VERTICAL SLOTTED HOLE FOR SCREW. _ ATTACHMENT EE - EACH END PSI - Pounds per Square Inch NAILS EACH END. STRAP ATTACHMENTBE CONT. HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS I�==� SEE NOTE 2 EOR - ENGINEER OF RECORD PT - PRESSURE TREATED STUD OR 2X10 INTERIOR OR EXTERIOR SIDE OF WALL. TOLL-15-00758 3. BRICK VENEER ATTACHMENT: I J EQ - EQUAL QT - QuickTie SOLE PLATE CONNECTOR SOLE PLATE ANCHOR BLOCKING FASTEN STRAP NOT REQUIRED AT THE FOLLOW CONTROL No. STUD TO SOLE PLATE TOE NAIL (3-164) 4-GUN NAILS STRAPPING NOT REQUIRED HORIZONTAL TIES C� 24'° O.C., VERT. EXT - EXTERIOR REINF - Reinforce PER SCHEDULE w/8-10d COMMONS GABLE ENDS OR SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d @ 16") GUN NAIL @ 8°° TIES @ 12" O.C.. (FOR 11Omph HEADER, FLASHING FBC - FLORIDA BUILDING CODE SF - S ua e Foot LOCATED WITHIN 6" LL AT LOWER LEVEL HEADERS / q STUD PACK. OMIT IF SHEARWALL � UNLESS SPECIFIED ON PLAN MULTI STORY JACK TRUSSES LESS N/A WIND-ZONE VERT, TIES @ 16" O.C.). SEE PLAN FDN - FOUNDATION SPF -Sprue Pine Fur HOLD DOWN IS SPECIFIED THAN 8° OR O ENINGS LESS SHEET BRICK LINTEL, SINGLE STORY MULTI STORY NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN FT - FOOT SYP - Southern Yellow Pine STACKED WINDOWS) THAN 3°-6°° EVIEWE® FOR +�`®DE COMPLIAN 3°°x0.131"O = GUN NAILS 2"x0.113"O = RINK SHANK a SEE SCHEDULE FTG - FOOTING THRU - Through i UNSTACKED VIIINDOWS� y 12" OF OPENINGS. PROVIDE/ys"0 WEEP HDR - HEADER TYP - Typical 8 TYPICAL HEADER STRAPPING CITY OF ATLANTIC BEACH 2"x0.113°°0 6d 2y/2"x0.131"0 = Sd HOLES CSA 33" D.C. IMMEDIATELY ABOVE SECTION VIEW HORIZ - HORIZONTAL LION - Unless Otherwise NotedISEIIrOFr=Di SOD 3'°x0,148"O = 10d 3/2 °x0.162'°0 = 16d FLASHING. OF BRICK LINTEL LBS - POUNDS VERT - Ve tical S0.0Pf!RMITS `®NAL REQUIREMENTS 1'/2"x0.148"0 = 10dx1'/2" 11/,"4.131"o = 8dx1'/2" WWF - Welded Wire Fabric � D�►��®aT�®f�$► SHEET 1 OF g REVIEWED 9IY: DATE: [ I 2x6 SYP#2 BLOCKING BETWEEN 2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP FASTENED TO TOP PLATE w/ 10d ® 4°° O.C. WALL SHEATHING PLATE w/ 10d ® 3" O.0 8d COMMON WIRE NAILS ,� � 2x4 BLOCKING BETWEEN EA. TRUSS. TO BLACKING @3'° O.C. / \ ATTACH AT EACH WALL STUD w/ 3-16 6" / I NAILS AT EA. FRAMING INTERSECTION. BLOCKING ONLY REQUIRED DBL. TOP MAX NOTCH HEADER I (MIN. OF 6-16d BETWEEN EACH TRUSS) PLAT LOW TOP PLATE AT SHEARWALLS AND E BE I \ � Lou Pontigo and STUCCO FINISH PORCH SHEATHING, HEADER �- Associates, Inc. 5-8d COM SEE SPECIFICATIONS i e oo PORCH EACH SIDE BELOW END 16d COMMONS OF SPLICE 16d COMMONS I 2x4 SYP#2 HORIZ. BRACING @ ( 8-GUN NAILS °of SEEHEAPLAN. PERPENDICULAR TRUSS 420 Osceola Avenue ® 8" O.C. I' SHEATHING SPLICE 0 8" D.C. II 24° O.C. BETWEEN OUTER WALL HEADER & SUPPORT DETAIL B Jax. Beach, Florida 32250 - II PORCH PARALLEL � FULL HEIGHT Z I & FIRST INTERIOR TRUSS. NAIL TO WALL PORCH POST, PER PLAN. I (2)MSTA24 PERPENDICULAR ANCHOR OR DTT2Z Ph. 242-0908 Fax. 241-9557 CONT. RIBBON � CONT. RIBBON I� 8d COM C� EACH END w/ 3-0.131x3" NAILS I STRAPS HOLD DOWN AT MIN. (2)2x4 WOOD BOARD (TYP) N BOARD (TYP) II 3" O.C. (TYP) TO WALL BASE OF POST BELOW. & (1) ADJ. FL:CA# 8344 SC:CA#3579 [EACH SIDE FLOOR TO PORCH HEADER. WALL FLOOR FLOOR --�� OF SPLICE TRUSS OPTION A SHEATHING TRUSSES TRUSSES POST BASE: 24" 16 GUAGE OR JOIST. OR JOIST. 2x4 SYP#2 I STRAP w/11- POST 24" 16 GUAGE 4x4 POST:ABU44 STUD WALL FRAMING SHEATHING SPLICE DIAGONAL 10dx1Y2 EA. END BEL06V STRAP W/11- 6x6 POST:ABU w/ 2x SOLID BLOCKING FASTEN EA. I 10dx1Y2" EA. END LSTA12 FOLDED OVER TOP {. AT SHEATHING EDGE I DOUBLE TOP PLATE PLATE w/5-10d NAILS 8d COMMON WIRE NAILS i i 3/4" END w/ I. PORCH. CONTINUOUS OVER TO BLOCKING 0 3" O.C. OSB or PLYWOOD SLAB o HEADER NAILS INTO BEAM&SPACEd / X `w •�� r S • '. 3-10d COMMONS °• (; RIM BOARD Ya -- ---- 6' PORCH HEADER, ; � SHORTER THAN SEE PLAN HTS16 MAX L I, @ 48" O.C. OMIT IF WALL • j` WALL FRAMING-/ WALL FRAMING 61 FLOOR SYSTEM. ALIGN CEILING WALL FRAMING STRAPSMSTA24 Sifi'° ROD 1 SHEATHING IS INSTALLED ��• (�p• 7[� •& cfi VERTICAL JOINTS WITH LINE j 11 I STRAPS EPDXIED 6" MIN ROOF TRUSS SHEATHING SPLICE 1 'WALL SHEATHING ° ON FACE OF BEAM OR JOIST \\ IS 1 JOINTS INSTALL FLOOR TO o° FOR PERPENDICULAR .� FLOOR STRAPPING PER PLAN VIEW OF PLAN VIEW OF ELEVATION VIEW OF °® - TRUSS CONNECTION STA E,' -� BLOCKING ONLY REQUIRED 5-8d COM OPTION 1 OR 2 PORCH HEADER PORCH HEADER PORCH HEADER 8-GUN °° SEE DETAIL B ABO ��Q'• ,a'' ••� o AT SHEARWALLS AND EACH SIDE NAILS CONTINUOUS 2x6 SYP#2 STUCCO FINISH OF SPLICE AT CORNER POST AT POST AT POST FULL HEIGHT LEDGER FASTEN WITH ��it`�;P••�0 .41 •+Q;°® �'�'�� N OPTION 1 OPTION 2 ANCHOR OR DTT2Z 5-0.131x3" EA. STUD. ®i /yp� OVER LAP SHEATHING APA RIM BOARD Q TP ION FLOOR TRUSS PARALLEL PORCH SHEAT I SPECIFICATIONS: HOLD DOWN AT MIN. (2)2x4 WOOD ®mymmmm /�+NA,. � I/," GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS ® 6" O.C. EDGE & FIELD BASE OF POST BELOW. & (1) ADJ. PARALLEL TRUSS NOTE 1: OR OPTION B TO PORCH HEADER. 1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. 3/B (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD DETAIL A Christopher J S a b o u r i n P E 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED FL P E#7 1 4 G 1 1 FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS 2 TYPICAL PORCH FRAMING DETAILS 3 TYPICAL PORCH BEAM CONNECTION WHEN 4 WALL ADJ. TO ROOF CONNECTION OTED S0.1 SEE CONSTRUCTION SPECIFICATIONS FOR ROOF REVISIONS DATE S0.1 S0.1 S0.1 AND WALL SHEATHING AND STUD FRAMING. SEE DETAIL 5/SO.1 FOR DIAPHRAGM ATTACHMENT WHERE APPLICABLE IF TRUSS REACTION EXCEEDS PPLE STUDS ROOF TRUSS. � 23001b DIRECTLY BENVIDE IEATH TRUSS SYP#2 2x4 NAILER FASTENED TO TRUSS ROOF BOT. CHORD w/ 0.131x3" C� 3" O.C. A 2-SIMPSON H2.5T, FIELD ALTERATION 2x4 SYP#2 CATS AT 12" FLOOR OR TRUSS. FASTENED TO SHEATHING w/ 8d C� 3" O.C. ROOF II II I I A BJ(D� B O.C. FASTENED TO TOP ROOF TRUSS. s TRUSS. SD WC 15600 _ _------- ---------- CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO PLATE w/ 4-0.131x3" 11 /a SHEATHING FASTENED TO @ 32" O.C. t MA MODIFICATIONS ICATI WH HCH MAY VAR COMMON. MAX. ,TOP PLATE w/ 10d 0 3" D.C. SCREWS I I II I I I I FROM THE INT ENT OF TH ORIGIINAL i " SHEARWALL ❑ FIELD NALTERNATTIONOSMADEPRIORTO 2x SYP#2 CONT. ATTACH 16 MAX. OSB WALL B G B G B ® ® ® D BEING APPROVED BY LOU PONTIGO a FASTEN CATS EACH END w/ SHEATHING C ASSOCIATES MAY RESULT IN 3-0.131xN COMMON TOE NAILS II TO TOP PLATE AND TRUSS ADDITIONAL ENGINEERING OR II w/ 0.131x3" CSP 3" O.C. EDGE OF wsPECTIONFEES. 2x MAY OVERHANG TOP PLATE. SHEARWALL C C SHEARWALL OR SHEARWALL �� » » EXTERIOR WALL S 8d@,3 6 SW 8d@3 /6 -mu ALTERNATE A ALTERNATE B ALTERNATE C ALTE NATE G PERFOR IED SHEARWALL SEGMENTED SHEARWALL STRAP KING POST 16 ROUGH OPENING,TRUSS UPLIFT TABLE ATEROUGH OPENING,LEFT TRUSS UPLIFT TABLE ATLEFTPOST BELOW WITH 2-CS16 STRAP KING POST TO ®- UPI'IEF TO LOWER STUDS A - UPPER TO LOWER STUDS STRAPS WHEN FULL HEIGHT POST BELOW WITH 2-CS1T �R°' OSB DIAPHRAGM FASTEN ROOF FLOOR DECK 10d Q4"O.C. SW 8d*D & (2) CS18 STRAPS SSW 8d®3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT TO NAILER w/ (1) ROW 8d TRUSS. FLOOR I ANCHORS ARE NOT USED 0 3" O.C. FASTEN TO TOP 2x4 SPF#2 CONTINUOUS TRUSS. (B�- d*5 STUDS TO FOUNDATION - ENDS STUDS TO FOUNDATION HEADER DOWN CONNECTION HEADER UP CONNECTION U 0 i i .r S S f .� / LEDGER FASTENED W 8dC��`a�/6: HTT5 OR HDU5 W 8d(�3 6: HTTS OR HDUS _ PLATE w/ (2) ROWS `_ '/,g" OSB s TRUSS WEBS WIT C - SOLA PLATE ANCHORS C - SOLE PLATE ANCHORS CONNECTION CONNECTION OF 8d ® 3" O.C. %✓s'% BLOCKING ' '/ w/3-0.131x3" SHEARWALL NOTES: o CALL OUT UPLIFT CONNECTOR UPLIFT CONNECTOR �' PANNEL '� FLOOR COMMON. 1. A � ROOF TRUSS, SEE SCHEDULE ON DETAIL 3/S0.0 EE SCHEDULE ON DETAIL 3/S0.0 CALL OUT Ln I 2x4 SPF / , �'1 ..,, f • 5 '%,f SHEARWALL NOTES I ,, FRAMING 2x4 SYP 2 CATS AT 12" CHOOSECTOR MAY C,D, OR G. 1. PROVIDE �6" OSB SHEATHINGA H2.5T ® 32" O.C. TOP & BOT A LS18 ® 32" O.C. r , SYP#2 2x4 NATER FASTENED I ALL AROUND I W WITH 8d COMMONS C� 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. B SEE PLAN B SEE PLAN TO TRUSS BOT. CHORD w/ FASTEN CATS EACH END w/ ; # PROVIDE 2x BLOCKING AT LI_ PANEL EDGES. G 2 ROWS 0.131x3'° C� 3' O.C. I� O.C. FASTENED TO TOP C (1)MSTA24 STRAPS C (2)CS16 STRAPS ( ) I INTERIOR 3-0.131x3" NAILS C� 6° O.C. II 2. USE ALTERNATE A. y I. PLATE w/ 4-0.131x3" AT EXTERIOR WALLS 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS D FULL HGT THREADED ROD SEE PLAN D FULL HGT THREADED ROD SEE PLAN ,� SHEARWALL. SW-2 it COMMON. ENDING BETWEEN ROOF END POSTS FOR SW. OR HTT4 HOLD DOWN AT BASE (U.Q.N) OR HTT4 HOLD DOWN AT BASE (U.O.N) SHEARWALL OR �' 5-16d NAILS EXTERIOR WALL TRUSSES. ALTERNATE D ALTERNATE E (TYPICAL) 3• FASTEN ALL INTERIOR SW TO ROOF OR FLOOR TRUSSES PER 5/S0.1 ALTERNATE F 3. USE ALTERNATE I � W E & F FOR FLOOR 4. INSTALL INTERIOR FOOTIC G BELOW SHEARWALL PER DETAILS ON S1.0 TRU S ATTACHMENT T 5 SHEARWALL ATTACHMENT AT ROOF & FLOOR 6 TYPICAL SHEARWALL ELEVATION , I�, - HEADER TIE DOWN S0.1 S0.1 PROVIDE SOLID BLACKING WITHIN FLOOR SYSTEM AT SW END POSTS. OTED 50.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN 0 Q Z � ;I LL 1st 8d COMMON NAILS 4-12d TO t MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. AT 3" O.C.(TYP) ROOF NAILS TYP. �2�®#C ®UTLOOKERS SINGLE FACING NOTES AND SPECIFICATIONS ( ) TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXEPT 2x4 BLOCKING. FASTEN TRUSS FOR T-BRACE SHALL BE 1x4 SYP#3 EACH END w/3-10d H3 OR H2.5T HURRICANE CLIP ® EA. OR BETTER OR 2x4 SPF#2 OR BETTER. WALL STUDS WALL STUDS 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS QUTLOOKER TO TRUSS. (LION) AT 16" O.C. AT 16" O.C. FASTEN TO ROOF FRAMING BELOW ROOF SHEATHING w/ 4-12d NAILS AT EACH RAFTER. 6-10d (1)DIAGONAL BRACE PER `� I 2.)BRACING LUMBER SHALL INTERSECT COMMONS (4) TRUSSES APPLIED I I THE WEB OF THE BRACED TRUSS, PER OVERFRAME RAFTERS, SEE PLAN. TO BACKSIDE OF WEB. I°I DELEGATED TRUSS ENGINEER, 2X6 I I I 3.)PERMANENT PERMANENT BRACING 0m ROOF TRUSS ROOF TRUSS) ANGLE BRACING APPLIED TO I°I WHERE NOTED ON TRUSS MFR. SHOP r I:I SIMPSON H3 w/ 10-8d COMMON BRACE FRONT SIDE OF WEBS. I°i DRAWINGS, THE CONTRACTOR SHALL ILS SYP 2 LEDGER ATTACH DBL. SYP#2 LEDGER NAILS FROM RAFTER TO LEDGER # E PROVIDE 1x4 SYP#3 OR BETTERryll TO EACH STUD, PER ATTACH TO EACH STUD, THESE STRAPS liLjj AND LEDGER TO ROOF MEMBER. 2X4 T-BRACE. ONLY WALL SHEATHING UP T-BRACE FASTENED TO BOTTOM CHORD BRACING SCHEDULE BELOW PER SCHEDULE BELOW 2x4 SPF#2 MAY BE OMITTED I°I A-SINGLE LEDGER B-DOUBLE LEDGER BLOCKING WHEN OVERFRAME REQUIRED FOR BRACE GABLE END TRUSS. WEB w/ 12d 0 6"O.C. II PERPENDICULAR TO TRUSS BOTTOM ALT. TO BOTH H3 ABOVE RAFTER LENGTH LENGTHS > 8°-0'°. I CHORDS AND ATTACHED TO EACH PRODIDE MTS12 OR CS16 DIRECTLY LESS THAN 4'-0" FASTEN w/10d COMMONS T-BRACE TO BE THE I'I GABLTRUSE WITH 2-8d COMMON NAILS. A SAME SIZE, SPECIES, 2X4 #2 SYP BLOCK (�D EACH AND GRADE AS WEB II GABLE END WALLS PROVIDE DIAGONALS VERTICAL VERTICAL ROOF MEMBER. BETWEEN OVERFRAMING RAFTER ® 6" ON-CENTER GABLE BRACE. FASTEN EACH CONTINUOUS LATERAL BRACING, SEE I°I AT END WALLS PROVIDE DIAGONALS REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING AND ROOF MEMBER. TRUSS SHOP DRAWING FOR QTY. AND TO BE BRACED, 0 END W/ 3-10d TOENAILS II (APPROXIMATELY 45%) TO THE 0-775 2x6 w/ 5-0.131x3" 1850-2345 2x8 w/ 6-/a"0x6" SDS SCREWS LOCATION. IF MORE THAN (1) LATERAL ! I°1 ADJACENT EXTERIOR PERPENDICULAR J 776-1250 2x8 w/ 8-0.131x3°° 2346-3125 2x12 w/ 8-9/,"Ox6" SDS SCREWS BRACE IS NEEDED, OVERLAP BRACE WALL BETWEEN EACH LINE OF RACING BLOCK TO DBL TOP I II TO FORM A ZIGZAG PATTERN ALL 1251-1540 2x10 w/ 10-0,131x3°° � PLT W/ 2-H2.5T AS SHOWN. 1540-1850 2x12 w/ 12-0.131x3" CONSTRUCTED OF THE SAME BRACING PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT 'o MATERIAL. THIS REQUIRMENT IS NOT ITO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. I NECESSARY AT HIP ROOFS. ALSO LEDGER A NOTES: WHERE A LEDGER IS INDICATED 0.131x3' TOE NAILS CSD 8"O.C. ALONG EXTERIOR WALLS PARALLEL TO ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, FROM BOT. CHORD OF TRUSS BOTTOM CHORD BRACING PROVIDE THE LEDGER IS BEING USED TO ATTACH THE ADJACENT TO DBL. TOP PLATE DIAGONALS IN THE END SPACE ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE 2x4x6' SYP#2 LATERAL BRACE EA. I BETWEEN THE WALL AND THE FIRST ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. x BRACE # 2-164 INTO BOTTOM 8-10d IG LSTA12 0 48" O.C. OR DBL TOP PLT LINE OF BOTTOM CHORD BRACING AT A CHARD OF EA. TRUSS. COMMONS TO GABLE TRUSS BOTTOM CHORD W/ MAXIMUM SPACING OF 2Q FEET. TYPICAL s LEDGER CONNECTION Vm_E-N 9 DECK LEDGER AT OVERFRAME RAFTERS 10 GABLE END BRACING SHEATHI G CSD 36" O.C. OMIT IF SHEATHING OVERLAPS GABLE 12" MIN 11 PERMANENT TRUSS BRACING FRAMING OTEO S0.1 TRUSS TO LEDGER CONNECTION BY TRUSS ®� S0.1 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. 50.1 NOTES: 1. SPACE GABLE END BRACING CSD 4'-6" MAX. S0.1 SCALE: 3f4" = 1°-0" MIN 2 PLY STUD MIN 2 PLY STUD '�° ENGINEER. NOT SHOWN FOR CLARITY 2. ALL MATERIAL TO BE SYP#2 IN LIEU OF 2 STUDS IN LIEU OF 2 STUDS ®E 1 AILS D ITS ACCEPTABLE ITS ACCEPTABLE GIRDER TRUSS FULL HEIGHT TO SISTER A TO SISTER A OR BEAM GIRDER TRUSS WASHER ! _t PLAN 01XI MIN 2 PLY 36" LONG STUD 36" LONG STUB OR BEAM ® F y y ANCHORING SPECIFICATIONS (1)MSTA24 STRAPS STUD FASTEN w/12- FASTEN w/12- - T) FOD OVER TOP PLATE (2)MSTA24 STRAPS F f SIMPSON HTT5 OR II NAIL x3" GUN C 0.131x3" GUN NAILS SOL � ANCHORING SYSTEM: THE THREADED ROD ANCHORING FASTEN w/18-10d FOLD OVER TOP PLATE ° ° NAILS I` (2)MTS12 FULL HT. HDU5, FASTEN .'.• f (2)MTS12 UPLIFT E DOUBLE SYSTEM SHALL CONSIST OF %"0 A307 THREADED FASTEN w/18-10d PLATE FULL HT. TOP PLATE. ANCHOR RODS, ORIENTED VERTICALLY AND ATTACHED TO THE 26-10d COMONS ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE I I I DO NOT SCALE DIMENSIONS FROM DOUBLE TOP CONNECTOR LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE . . II SIMPSON DT I. SEE PLAN I,I W 3- Y4 X1 Y2" II THESE DRAWINGS.IF A DIMENSION IS PLATE /__ T TOP PLATE, PROVIDE A 2"x 2"x li;" STEEL WASHER. I / P UNCLEAR REFER TO THE I' I° SIMPSON FULL HEIGHT WALL STUD FASTEN WITH A NUT AND ALLOW AT LEAST 3 I I SDS SCREWS ° ARCHITECTURAL DRAWINGS OR q OR POST. THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) °.°. I I'' I (2}H2.5T (2)H2.5T CONTACT THE E.O.R. Q i " FULL HEIGHT MINIMUM 2 PLY ! . ° I� (� LTT208 THREADED ROD FULL HEIGHT _._._ �, ROD INSTALLATION: AT ALL PLATE PENETRATIONS, ROD MINIMUM STUD I •°•° �I Y2" THREADED ROD �,I WITHIN 6" OF MINIMUM -THREADED ROD F _ ! --- �_ _I PROVIDE A HOLE IN THE PLATE X" LARGER THAN THEI ° °RY I ° ° EPDXIED 4 HD OR 1 GIRDER SEE PLAN 2 PLY ( ) 2 PLY AT 2ND STORY PLAN NAME SEE PLAN o, ELEVATION A SINGLE CONTINUOUSTER OF THE HRODSEAREOD USED. WHILE TURN PREFERRED, COUPLER COUPLEIREN HD TIGHT STUD I STUDS PROVIDE DE RODEPDXIEDI °°° Yz Y2" THREADED ROD STUD 2T�DSSBPSRTORVIDE ANASTASIA - CLASSIC O (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES AGAINST PLATE 1 CS18 STRAPS I- 7.5 MIN APS STEEL COUPLER ` -- --'- WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE ° EPDXIED 4" MIN OR AT BASE OF STUDS DESIGN/DRAWN/CHECKED FULL HT. I AT BASE OF STUDS I I (OPTIONAL, LOCATE © ROD SHALL BE INSTALLED APPROXIMATELY CENTERED SIMPSON TITEN HD ROD COUPLER I' II Y2x6" TITEN HD (FLOOR TO FLOOR) CS BTC LAP ANCHOR IN HOLE. RODS MAY BE SLANTED FROM TRUE (FLOOR TO FLOOR) { II MINIMUM AS NEEDED) 3�" RODS - THD37634RC (3/8'x63/a' AT SILL PLATE AT TOP PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO ) I 2 PLY HOLD DOWN SEE PLA DATE AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. °, THE NUT ABOVE THE MOST PLATE SHALL BE SIMPSON DTT2Z STUD 12.24.15 � ROD = DTT2Z SECURED OVER THE WASHER TO A SNUG-TIGHT " 5r�" ROD = HTT5 FLOOR FULL HEIGHT ANCHOR INSTALLATION CHART . CONDITION PLUS ONE-HALF TURN OF A STANDARD w/8- Ya x1Y2 HTT5 SCALE GSDS SCREWS BUILT-UP POST, BUILT-UP POST, FRAMING A C D E F I �� UPPRO)aMATELY 30 FT.-LBS' OF TORQUE)' SEE PLAN, SEE PLAN. AS NOTED THREADED DUE TO SHRINKAGE TWO COMPRESSION OF BUILDING FULL HEIGHT ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE CONTRACTORS SHALL RE-TIGHTEN NUT TO 30 OTI THREADED ROD - FOUNDATION, HOLE HOLE SPEC. DEPTH DISTANCE FT.-LBS. OF TORQUE AFTER ALL TRADES ARE LPA N®. SEE PLAN PER PLAN. 3/8 '/Z"o '/Z"o 2x2x'/B" 4" 4" 2" 3" COMPLETE AND PRIOR TO INSULATION. TOLL-15-00758 EMBEDMENT 5/8 3/4'0 3/a"0 3x3x'/a" 7.5" 12" 2)2 3" EPDXY ANCHORING: ALL THREADED RODS SHALL BE HTT5 or HDU5 DTT2Z LTT206 OPTION 1 OPTION 2 CONTROL No. DRILLED & EPDXY ANCHORED. SEE INSTALLATION ALTERNATE FOR ALTERNATE FOR / DEPTH MONO STEM MONO STEM CHART OREMBEDMENT AND EDGE DISTANCE 3/8" FULL HEIGHT ROD 5/8" FULL HEIGHT ROD FULL HEIGHT TR CONVENTIONAL A FULL HEIGHT ANCHOR SHEET WALL SECTION THREADED ROD INSTALLATION CHART 3/$+s FULL HEIGHT ROD ALTERNATE WH 12 FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM 13 ATTACHMENT 14 FULL HEIGHT THREADED ROD 15 HOLD DOWN ATTACHMENT DETAILS 16 GIRDER O BEAM STRAPPING so.] S0.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0.1 S0.1 ALTERNATE 50.1 OTED SO.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SHEET 2 OF g i OVERLAP SIDEWALL OVERLAP SIDEWALL TOP PLATE TOP PLATE OVERLAP SIDEWALL ALWAYS PLACE I TOP PLATE ALWAYS PLACE HEADER AT , HEADER AT ', TOP OF ROUGH TOP OF ROUGH OPENING OPENING I GARAGE 5/6'°0 THREADED ROD . . . e. . . . . . . . HEADER . • .. . . . ,....._. w/30x'/4" PLATE w -: . • t I . . T ALWAYS PLACE GOAL POST, FASTEN TO STUD . . . . . . . . . . . E I THREADED ROD t' TR HEADER AT PACK WITH 2-ROWS OF 16d . . . . (ON N SIDE 1'/2" - - - Lou P o n t i g o a n d FULL HEIGHT TOP OF ROUGH RING SHANK NAILS 0 12" O.C. s WALL) MAX Associates, Inc. 2)20ga STRAPS OPENING HEADER TO JACK ATTACH GARAGE DOOR THRU I EXTEND HEADER TO 2 LEXTEND HEADER TO , / FAR SIDE OF WALL 420 Osceola Avenue HTT5 W/ UPRIGHT BUCK DIRECTLY INTO 2 (2)2x6 KING STUDS STUD PACK, PER GARAGE DOOR FAR SIDE OF WALL 6x6 POST AS SHOWN. Jax. Beach, Florida 32250 2 2x6 JACK STUDS " THREADED ROD SUPPLIER JACKS :; : (2)2x6 SPF �/ AS SHOWN. o I,° ;6 6 6 Ph. 242-0908 Fax. 241-9557 ILLL( ) JACKS 6 6 6 4'-0"x4'-0" PIECE OF WALL FL:CA# 8344 SC:CA#3579 EPDXIED 12" _ AND (1) ° KING 4'-O"x4'-O" PIECE OF WALL SHEATING INSTALL AT UPPER HTT5 w/ SHEATING INSTALL AT UPPER HTT5 w/ (2)2x6 CORNER 1" BELOW GARAGE HEADER DETAIL A ( °° THREADED ROD CORNER 1" BELOW GARAGE HEADER THREADED ROD JACKS ON EXTERIOR STUD (TRIMED AS 2)2x STUD CORNERI ' ❑o to I ON EXTERIOR STUD (TRIMED AS DETAIL A EPDXIED 12" AND (1) SHOWN EPDXIED 12' 6 6 6 6 6 6 -/L�j SHOWN) KING. ) P.T. SOLE PLATE FASTEN SHEATING TO HEADER w/ 8d COMMON OR GALV. BOX NAILS " GARAGE HTT5 w/ HTT5 w FASTEN SHEATING TO HEADER w/ 8d COMMON OR GALV. BOX NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING 'L ,.•'®"� FLOOR SOLE PLATE / IN 3" GRID ATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING (STUDS, BLOCKING & SILLS) TYP. r ��3�• OG `', ANCHOR THREADED ROD THREADED ROD STUDS, BLOCKING & SILLS TYP. + ;•e:'��dy - KERS " °° EPDXIED 12" ( ) EPDXIED 12" - e SOLE PLATE � �, ^ � g NO.' 4 ANCHOR ^ GARAGE WING WALL SECTION a IT DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3 16d SIN DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS THICKENED SLAB EDGEy. p �^ AT GARAGE OPENING. e . . 6x6 POST WITH ABU66 " STAT 5/8'"0 THREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN s W/ /8°" THREADED ROD a. e• f NOTES: STUDS) DRILLED AND EPDXIED w/ 12" EMBEDMENT & 3x3x'/4" WASHER. y eepIV, EPDXIED 12" MIN. 1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. seep® rq IL GARAGE WING WALL ELEVATION Christopher J Sabourin PE FL PE#71461 WHEN 1 GARAGE HEADER FRAMING wHEN 2 GARAGE PORTAL WING WALL �,,� 3 GARAGE WING WALL FRAMING LESS THAN 12" REVISIONS DATE OTEO SO.2 OTED S0.2 THIS DETAIL ONLY APPLIES -IEN NOTED ON PLAN OTED S0.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN I I FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO ROOF SHEATHING PER BEING APPROVED BY LOU PONTIGO 8 1-MTS12 STRAP CONSTRUCTION SPEC's ASSOCIATES MAY RESULT IN 0 EACH RAFTER 1/2"x10'° S.S LAG BOLT 10d COMMONS ADDITIONAL ENGINEERING OR INSPECTION FEES. 2x6 SYP#2 LEDGER ROOF SHEATHING PER @ 6""o.c—� w/3-#8x3Y2" WOOD CONSTRUCTION SPEC°s SPLICE 2:6 x 4'-6" P.T. SYP NO.2 SCREWS @ 16"O.0 2x6 SPF#2 RAFTERS <C. D RAFTER TAIL TO EACH ROOF 2x6 SPF#2 RAFTERS ALIGNED w/ STUDS 0 24"o.c 0 24" O.C. 2x6 SYP#2 LEDGER •... H2.5T w/2-1/4""x6" SDS __... SCREWS @ 16"o.c 2x4 SYP#2 LEDGER-,,- v PRE-ENGINEERED U w 2- 8x3Y2° WOOD2x SPF BLOCKING / # 5-10d NAILS WOOD ROOF TRUSSES. SCREWS 0 16"O.0 WOOD BEAM PER PLAN / ' 6x6 POST SEE PLAN 12d CWITHEGAPO FIT 4< SHOWN (2)H2.5T WIR / m W1-H2.5T 2x4 SPF#2 JOISTS 4x4 HORIZONTAL LEG S® Y V J W EACH JOIST y ALIGNED w/ RAFTERSSOFFIT, SEE C) 3-10d TOENAILS-,/ ARCH. %"x8" LAG SCREW f 3 EACH SIDE RECESSED ry LIJ 1,1 � ARCHITECTURAL 4x4 DIAGONAL DOUBLE BRACKET 1x4 P.T. SYP W 1 I WALL FRAMING %%8" LAG SCREW TOP PLATE 1'-4"" FASCIA U SEE PLAN RECESSED SHEATHING MAY Z 4x4 VERTICAL TERMINATE AT TOP OF DBL Q TOP PLATE. Z a ALL EXPOSED METAL ALL EXPOSED METAL CONNECTORS AND CONNECTORS AND ALL BESSTA NL ESS STEEL BES SHALL SSTA NL ESSH STEEL ED F - BRACKET DETAIL HED ROOF - 6 RAFTER TAIL DETAIL U I 4 SH ROOF 5 S BRACKET DETAIL S0.2 S0.2 SCALE: 3/4" = 1'-0" S0.2 SCALE: 3/4" = 1'-0" :D 4< W o rn LLJ Ln n Z L W KING STUD TO TOP PLATE: SDWC15600 SCREW, 0 0 I 40 STUD TO TOF PLATE: SDWC15600 SCREW. 0 132'° O.C. STUD TO TOP PLATE: STUD TO TOP PLATE: SDWC15600 SCREW. SDWC15600 SCREW. 0 —j 32" O.C. 0 32" O.C. STUDS TO TOP PLATE STUD TO BOT PLATE: BOT PLATE TRUSS SDWC15600 SCREW. Y4%4X" LIG SCREW 0 32" O.C. MISC HEADER TO JACK STUD: WITH ROUNI WASHER 1-MSTA24 AT EACH FLO R TRUSS F[}/\MtN( DETAILS BOT PLATE TO FRAMING 8QI PLATE TO FEAMIbIG— BELOW CS180 32" O.C. BELOW CS180 32" O.C. STUD TO BOT PLATE: BOT PLATE TRUSSES PERPENDICULAR TO WALL ABOVE SDWC15600 SCREW. Y4%4X" LAG SCREW 0 32" O.C. DO NOT SCALE DIMENSIONS FROM WITH ROUND WASHER THESE DRAWINGS.IF A DIMENSION IS AT EACH FLOOR TRUSS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAN�E ANASTASIA - CLASSIC DESIGN/DRAWN/CHECKED CS f BTC/LAP TRUSS OR BEAM PARALLEL TO WALL ABOVE DATE 12.24.15 SCALE WALL STRAPPING DETAIL VMEN 8 WALL STRAPPING DETAIL 9 WALL STRAPPING DETAIL AS NOTED OTED S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN LPA No. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN TOLL-15-00758 CONTROL No. N/A . SHEET IF SO.2 SHEET 3 OF � II j SYMBOLS LEGEND ----- DESIGNATES FOOTING LINE DESIGNATES SAWCUT LINE �;�✓�/,��` ' INTERIOR LOAD BEARING WALL DESIGNATES SLAP RECESS � Lou Pontigo and --v BEAM OR TRUSS, SEE PLAN Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA# 8344 SC:CA#3579 eteemin is ER E OF ;•• i. p 1 t �r 12x12 MASONRY PIER BUILT 12x12 MASONRY PIER BUILT INTEGRALLY WITH STEMWALL INTEGRALLY WITH STEMWALL Christopher �",.8 .�ioiarin PF REINFORCE w/ 2-#5 VERTICAL REINFORCE w/ 2-#5 VERTICAL DOWEL BARS. TOP OF PIER IS 6" 11 1 DOWEL BARS. TOP OF PIER IS 6" FL PE#71461 S1.01 ABOVE PAVERS. 51.01 - ABOVE PAVERS. F3.0 REVISIONS DATE I r- 77, 77 ,AV x 1t -' F3.0 � IFF_Q �I MONO FOOTING TO STEMWALL MONO FOOTING TO STEMWALL III W/ (2) #5X30 DOWELS W/ (2) #5X30 DOWELS II II I EPDXIED 6" MIN. EPDXIED 6" MIN. II FIELD ALTERATION 13'-5,a CONTRACTOR SHALL CONTACT LOU I I ! I I I I PONT GO 8 ASSOCIATES PRIOR TO I I I MAKING ANY STRUCTURAL FIELD � I 1 I a MODIFICATIONS WHICH MAY VARY LE 101- � L I I + 8,-Q,e I I I I I FROM THE INTENT OF THE ORIGINAL _ CJ U ! CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO F3.0 BEING APPROVED BY LOU PONTIGO 8 `` ASSOCIATES MAY RESULT IN I i 8 ADDITIONAL ENGINEERING OR I t J I INSPECTION FEES. � al BY OPAVETHERS I I S18o1 II 3.0 1 � I ( � IPAVERS 11 I I 6 j I I 51.01 51.01 I I I f BY OTHERS I = Z ;I _ 1 . j oLn �I 8 i 77 S1.01 ti ry f I C!� W ♦ f ._- I I I I , - I - rI { )) , ,) , >, I I I MONO FOOTING TO STEMWALL I I 13'-4 11 -3 5 -8 1 = ��- -- 8 -6 - W ( t i W/ (2) #5X30" DOWELS 1 -�- I I W EPDXIED 6" MIN. 1 I T. >( _- j.O r�_.. - 1 -� J � = ° eII 1 I L S1.01 I LIJ ! L- - I _ xd 11 - _ --- F4.0, �. 6 __ I �- _ ( i 511 t01 r I S1.01 I _ co ® I I I I I I I ,,� I-- I I II II I 14'-8„ �%'ao I _ J I F2.0'--- 2 01_ __ L_, X I � � 0 F . Li.! - , I T 1 ��` 2.5 �I i 111 t �"� Ln �[� �� 116 11 I I I I 4 I I r :a' I _ I S I.01 I j I ( S1.01 I I -J L_ 1 I t III 6 I I I I , I I I I --11--- � IJI I - -1 O 0 ^2 ill I I ' a I I 16'-10" 16 I 10'-10" 1 I 5'-6" 8'-4" ISI I 51.01 I I J - _ 3I - - I = - - - - - - - - - - - - - I ---- I , I� I - - - - - - - - - -J - - - - - - - - - - - - - - - I �! I t - `3 1 FOUNDATION S1.01 S1.01 PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME � FOOTING SCHEDULE AND NOTES SOLE PLATE ANCHOR SPACING SCHD ANASTASIA - CLASSIC DESIGN/DRAWN/CHECKED BOTTOM BARS DEPTH WIDTH LENGTH TYPE ALL EXTERIOR WALL 48" O.C. CS BTC LAP 3-#5 EA. WAY BOT. 1°-0 2'-0" 2'-0" F2.0 UNLESS OTHER NOTED DATE 3-#5 EA. WAY BOT. 1'-0" 2'-6" 2'-6" F2.5 SHEARWALLS 3-#5 EA. WAY BOT. 1'-0" 3'-0" 3'-0" F3.0 (SW 8d®3"/6") 24" O.C. 1 SCALE 2 5 4-#5 EA. WAY BOT, 1'-0" S-6" 3'-6" F3.5 SDLE PLT 0# WHEN NOTED ON PLAN FOUNDATION PLAN AS NOTED SEE NOTE 2 - 1 -0' 4-#5 EA. WAY BOT. 1'-0" 4'-0" 4'-0" F4.0 SCALE: 1/4° - LPA No. 4-#5 EA. WAY BOT, 1'-0" 4'-6" 4'-6" F4.5 1. INSTALL SOLE PLATE ANCHORS PER DETAIL TOLL-15-00758 1. THIS FOUNDATION PLA14 ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE 3/SC.0 CONTROL No. FOUNDATION. FOR GENERAL F'; ATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR 2. ANCHOR SPACING SHALL BE AS NOTED. FOR N/A SHEET REFERENCE ONLY. EXAMPLE - SOLE PLT 0 36" = 36" OFFICE 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. ON-CENTER SPACING O trv�„�� S1 .0 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. SHEET 4 Og . t TYPICAL WALL FRAMING AND �w TYPICAL WALL FRAMING AND ANCHORAGEANCHORAGE PER TYPICAL WALL FRAMING PER CONSTRUCTION SPECS, CONSTRUCTION SPECS. AND ANCHORAGE PER (1)#5 CONTINUOUS, PROVIDE CONSTRUCTION SPECS. CORNER BARS (TYPICAL) AT WALLS GREATER THEN 12" HOOK INTO SLAB. 1 —#5 CONT., PROVIDE SOLE PLATE ANCHOR 4'-0" HIGH, NOTIFY E.O.R. CORNER BARS TYP. SEE 7B/S1 .01 8" CMU OPEN BOTTOM LINTEL SEE 3/SO.O 9 Lou Pontigo and FOR TEMPORARY BRACING MONO SLAB FOOTING AT PORCHES, ( ) BLOCK w/ 1-#5 CONTINUOUS Associates, Inc. WHEN SPECIFIED ON PLAN. 420 Osceola Avenue LAYOUT PLAN ANDF SEE ARCH PLAN PERMANENT LATERAL - SUPPORT DETAIL. _ _..,_, SLAB ON GRADE, 51�_ / SLAB ON _ . )ax. Beach, Florida 32250 —__ -- — SEE PLAN. • 2 �__� — GRADE, Ph. 242-0908 Fax. 241-9557 A' \ V SEE PLAN. FL:CA#8344 SC:CA#3579 'TT GRADE OR CONC. //�'/ a r� SLAB, SEE PLAN. 7-7 4 DOWEL TO MATCH VERT. - f # 8 @ 24 0 C SLAB 0 \ � m STEMWALL SCHEDULE vJ \ ,dry STEMWALL REINFORCING (SEE ` ', r-' ,/ SHOWER PAN SLO ES TO DRAIN, SEE ARCH W f STEM WALL W #4 VERTICAL DOWELS PLAN. MAINTAIN " MIN, SLAB THICKNESS. GRADE— ° = . � ' 90° BEND INTO FTG. re Aq SCHEDULE) w/ 6" HOOK INTO T - r SEE PLACMU _REINFORCING 4 FOOTING. LAP VERT REINFORCING00I t , \''� '� / /COURSESa „ � 1 TO 6 #4 VERT. @ 48"O.C. ;= . • � 25 IF STEMWALL IS GREATER �o f/ ® L� ° 1 461 yJ ( ) q THAN 3 COURSES. � � 7 TO 10 #4 VERT. @ 24 O.C. -,: \ ,/ J ° CONTINUOUS CONCRETE t � � STEMWALL, SEE 1� S1 .01 � • <� • 11 TO 12 #4 VERT. @ 8 O.C. �• FOOTING e `��'' G CONT. CONCRETE FOOTING T t,ne ; N •. w 3" CLEAR r , S OVER 6 COURSES TO 1—STORY, w/(2)#5 CONT. - �J a STEMWALL 8 d x 16 w HAVE TRUSS TYPE HORIZ. JOINT - -1 ='� TYP REINF. BETWEEN EVERY OTHER 10' 2-STORY, w/(3)#4 OR (2)#5 CONT. CNAt �d x 20"w ,. Chris ,+gr ,1 e.�1`an PE 10 x20 FSC COURSE. FILL CELLS SOLID. W/ 2—#5 CONT. REVISIONS DATE 1 STEMWALL FOOTING 2 FOOTING / SHOWER RESESS 3 GARAGE STEM WALL S1.01 SCALE: 3/4" = V-0" S�01 (IF REQUIRED) O1 (IF REQUIRED) TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. FIELD ALTERATION I _ CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO (1)#5 CONTINUOUS, PROVIDE MAKING ANY STRUCTURAL FIELD CORNER BARS (TYPICAL) MODIFICATIONS WHICH MAY VARY �r' .,�.. ._.:;�. FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY ,, STEP, SEE FIELD ALTERNATIONS MADE PRIOR TO 12 HOOK INTO SLAB, ARCH, 4 BEING APP OED BY LOSPUOLT I Oa (4" M AX< ADDITIONAL ENGINEERING OR ) EQUAL TO SLAB INSPECTION FEES. THICKNESS. SLAB ON GRADE, 713 @ SLAB RECESS SEE PLAN. BRICK VENEER IS = z ACCEPTABLE WITHOUT WALL FRAMING INCREASE OF FOOTING U — _ WALL FRAMING � SIZE. 1" DEEP SAWCUT w/ SLAB ON GRADE, � ' r , 8" CMU STEM WALL W/ - ELASTOMERIC SEALANT /SEE PLAN 2—#5 CONT. STEP, SEE ARCH. PLAN. W#4 VERTICAL DOWELS @ 24" O.C. - _ d . SLAB ON /1 �� - , ;,- t` � .t . � SLAB ON V J 90° BEND INTO FTG, r�, T GRADE— _ u <: Uj SEE PLAN — � d SLAB ON .y : ��. SEE PLAN _------ __ - -- --___ GRADE, 0 GRADE, NOTES: 4 f j; SEE PLAN. ^ LA 1) PROVIDE SAWCUTS T CREATE \/ ca f// r �� .. �� a a La!� APPROXIMATE 12' X 2' MAX. SQ. �`l\/ -- — jJ� w CONTINUOUS CONCRETE �,7 FOOTING 2) SAWCUT CONC, SLAB WITHIN 4 TO y z 3 CLEAR TY 12 HOURS OF CONIC. PLACEMENT. OPTIONAL 8;;x16" 1-STORY, w/(2)#5 CONT. � "3" » � Q 2 FLAIR $ x2o $ X 1 -STORY, w/(2)#5 CONT. 10"x20" 2-STORY, w/(2)#5 CONT. o Z ❑� S,e p�� 2-STORY, w/(2)#5 CONT. w/ 2-#5 CONT, nI W 4 STEM WALL AT GARAGE 5 SAW CUT DETAIL 6 BEARING AT INTERIOR 7 MONO. FOOTING AT STEP-DOWN —J �01 SCALE: 3/4" = 1'-0" S1.01 S1 .01 �_o j J � Q In O mw F_ z Ln m Oo U TYPICAL WALL FRAMING MATCH DOOR 3/49: AND ANCHORAGE PER WITH, SEE ARCH. RECESS CONSTRUCTION SPECS, SLAB ON v GRADE, PAVER BY 4 SEE PLAN. BOND BEAM w/1—#5OTHERS PAVING y' MISC t, SLAB ON CONCRETE STAND—OFF PAD TO BY BUILDER ' 12"x12" 8MASONRY - - GRADE, MATCH ARCHITECTURAL COLUMN WOOD POST I----� DETAIL 10B 1#5 CONT, < FRAMING. „ ON �/ PER PLAN. E.J. STEM WALL w SEE PLAN. HAIRPINSSAFO ABO .COLw/# 3 TYPICAL ANCHORAGE MATERIAL o °a / DETAILSX 00 j z Q a a °. 1 1 \� CLOSED TIE AT TOP PER CONST. SPECS. — 4 —�� SLAB ON GRADE OR CONIC, N 1—#4 @ 48 O.C. - — a GRA SLAB, SEE PLAN. z T/PAD = HOUSE _ PAVERS BY �� . SEE PLAN.04 ALT. FOOTING AT FINISH FLOOR OTHERS DO NOT SCALE DIMENSIONS FROM N \,' • ' BUILDERS DISCRETION. 4> ` j IT I— 1 1 7 rT—T1 i—ITI THESE DRAWINGS.IF A DIMENSION IS -III=I — — I=III—_ THICKENED EDGE UNCLEAR REFER TO THE #3 @ 48" O.C. OR = I I $ x8 DETAIL 10A a 4 �a ARCHITECTURAL CONTACT THE DRAWINGS OR III—� w/ 1-#5 CONT. /� ROD CHAIRS (TYP.) ° PLAN NAME 12" 1-STORY, w/(2)#4 CONT. (2)#5 CONT. `': y. � ,�� ANASTASIA - cLAssic 16" 2-STORY, w/(2)#5 CONT. CONCRETE FOOTING ANAS1DRA — CHECKED (SEE PLAN) 2" THICK x 20" WID CS / BTC Z LAP K"8 MONOLITHIC EDGE FOOTING 9 PAD AT BO COLUMNS ri o THICKENED SLAB 11 PORCH STEM WALL W/ PAVERS DATE 12.24.15 -01 SCALE: 3/4" = 1'-0" -01 SCALE: 3/4" = 1'-0" SCALE � 51 ,01 S1.01 AS NOTED � LPA No. TOLL-15-00758 CONTROL No. N/A SHEET OFFICE COPY S1 . 01 j SHEET 5 ®F g SYMBOLS LEGEND " DESIGNATES SHEARWALL. THE, HIDDEN ---------- LINE DESIGNATES SIDE OF WA-L THE W' 3L S 6 - BEAM OR GIRDER SW' 3a_4 SHEARWALL SHEATHING TO B: APPLIED. TRUSS 8d @ jDESIGNATES 8d COMMDNS W 3" O.C. EDGE & 6" D.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER 5 , (2)2x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. Lou Pontigo and TOP PLATE DESIGNATES SINGLE PLY HEADER AND Associates, Inc. 6S-1/1 JACK/KING STUDS NEEDED FOR SUPPORT HEADER, SEE DETAIL 2/S0.0, 420 Osceola Avenue Jax. Beach, Florida 32250 ®�®® BEAM OR TRUSS, SEE PLAN Ph. 242-0908 Fax. 241-9557 i ; III ANCHOR LEGEND FL:CA#8344 SC:CA#3579 OMIT DOUBLE TOP A307 DIAMETER FULL HEIGHT PLATE GIRDER SHALL ' I ^ THREADED ROD, SEE DETAIL 12/SO.1 Z DIRECTLY ON POST. ' � ° ` STUD EACH SIDE OF POST 9g" A307 DIAMETER FULL HEIGHT ��®CJ�o• eGENs** THREADED ROD, SEE DETAIL 12/SO.1 71461 A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR / POST, SEE PLAN & TOP PLATE, SEE DETAIL 12/SO.1 / ,* 2 POST DIRECTLY UNDER GIRDER/BEAM /�� A307 DIAMETER THREADED o�� E ®� +°+ l Jt 1 ) ROD TERMINATES AT FIRST FLOOR �i®��\ bo - R,QP;•°° N 51.1 `Lw TOP PLATE, SEE DETAIL 12/SO.1 ®0i�r� *•"•j°°°��+ e�\` N 0�®®fir ir®ii®i aNaiatA''±iiis+ SIMPSON HTT5 SEE DETAIL 15/S0.1 2x6 2 2 SPF#2 Christopher J Sabourin PE POST: 6x6 P.T. SYP#2 POST. 2x6 SPF#2 POST. # 6x6 SYP#2 POST W/ABU66. ® SIMPSON DTT2Z SEE DETAIL15/SO.1 FL P E#71461 SEE 2/S0,1 SEE 3/S0.1 FOR P BEAM CONN. SEE DETAIL 2/50.1 REVISIONS DATE (2)2x6-1/1 O / O / O / ) (TYPICAL 2 PLACES) 2 2x6-1 1 2 2x6-1 1 2 2x6-1 1 (2 2x8. � SIMPSON LTT206 SEE DETAILI5/50.1 „I 1 4 4_k2)1 1 bo �.75x-16 1.9E LVL_-- . 4 Q 12" LONG LIGHT GAUGE STRAP - -- -- - - - - - I I I " I LSTA12 FASTEN TO TOP PLATE AND STUD I WITH 5-10d COMMONS LI' I FASTEN TOP OF I I I WALL STUD SCHEDULE I I O (� I WALL PER 5/50,1, I I C� PLATE STUD SIZE I i m ( � Z III N I z LOCATION HEIGHT & SPACING II QI J \ I I I EXTERIOR 2x4 SPF#2 ® 16" O.C. FIELD ALTERATION 00 s._ Q M I ; 'Q P7 MAX STRAP BEAM EACH I I j _.__.__ - =rel r- z © I x i . I N z @� s F- Q. , 10°-1 2x6 SPF#2 16" O.C. or CONTRACTOR SHALL CONTACT LOU END w/ 2-MSTA24 " I {2)2x8 MINIMUM PLANK I ° 00 `" II 00 EXTERIOR # - PONTIGO&ASSOCIATESPRIORTO I I I N i I MAX 2x4 IPF#2 ® 12" O.C. MAKING ANY STRUCTURAL FIELD O f/7 \ I �. (I) I I (n 10'-1 TO MODIFICATIONS WHICH MAY VARY (TYP.) I I ' ORIENTED HEADER OVER I I ; + I , I� EXTERIOR 14'-0" 2x6 SPF#2 C� 16" O.C. FROM THE INTENT OF THE ORIGINAL I _ -1 (4.12x4 SPF#2 'I I CONSTRUCTION DOCUMENTS.ANY - SLIDING GLASS DOOR FASTEN - I I 10'-0" I a C - - - € �I P �� I ?I I INTERIOR MAX 2x4 SPF#2 ® 16" O.C. FIELD ALTERNATIONS MADE PRIOR TO l.1 TO JACKS EACH EACH END (I OSB WALL IEING APPROVED BY LOU PONTIGO& _ /. INTERIOR 12'-0' 2x6 SPF#2 @ 16" O.C.QCor ASSOCIATES MAY RESULT IN W/ (1)A35 SHEATHING I I MAX 2x4 SPF#2 0 12" O.C. ADDITIONAL ENGINEERING OR P` t INSPECTION FEES. STUD NOTES: -- } I I I 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE _41 I -IV�J 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. r € ! I N II I CONTRACTOR MAY INCREASE STUD SIZE TO MEET Loc j( SEE 5/S0.2 FOR I I ` I I ARCHITECTURAL REQUIREMENTS. �I 1 g I FRONT ENTRY JAMB �p I 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN z X us ( YELLOW PINE. FASTENING. `� I 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. L9 - (2)2X8 /1 I 5. FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS SEE 3/50.1 TRUSS FG03 ABOVE F s TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. �.., . �.��ti�:� FOR BEAM CONN. I SOLE PLATE ® 24" O.C. I - - - - - - - - LiJ€ - I` ` !7 I F -- -� MINIMUM. SEE 3/S0.0 FOR ADDITIONAL ANCHORS AT v. i � as SHEARWALLS W 00 J I jo _ _ STt D TO I PLATE: SDWC15600 C� 48 O.C. -N 'X `� `� < L7 ` I Soy 2 STUDS ® 12" O.C. " COMBINED USE PANEL NOTES W I > I Q I _ \44 41 �# 2� _ k -�-`�; T Q 0!I ---Q -_. + :�.,\ _,_,, 1. EXTERIOR WALL SHEATHING SHALL BE t 1 C7 fl +i C� 's I CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST 5 /4 /4x5 /4 1 PSL I I Uj I TOP PLATE. SEE DETAIL 1/S0.1 FOR SHEATHING ( i ) PARALLAM (n ,l .I a; SPLICE LOCATIONS FOR MULTI STORY CONDITIONS W l POST. NO TOP PLATE cD ^ _ I _.~ 2. SEE SHEET SO.0 FOR WALL SHEATHING SEE 2/S1.1. 2 - ' SPECIFICATIONS. CV J ; f - -J �_ - _I 3. UPPER MOST TOP PLATE SUPPORTING ROOF I L` r MEMBERS SHALL BE STRAPPED AS SHOWN IN \ I r-I (2)2x10-2/1 - __. _ - __ (- _ _ _I I DETAIL 1/SO.0 Z CL ® j ' -2-X�,W-A_LL - w2x6 WALL-- - --- __-- - - -__ _ -_ _ - O -N___ � �N��--� I _-� --- - __. ! _� L _ 4, INSTALL SOLE PLATE ANCHORS PER DETAIL - P_ 3/SO,O Q 12°' O.C. I Q 12" O.C. m _ N ( r I ,- - - .___._ ._� I I ; VERY IMPORTANT NOTE: GENERAL NOTES W v , Lu qli 1 II li I I I 6x6 POST WITH ABU66 w/ STRAP HEADER PER_,,,--' 1 TRUSS ' CSI (2) x6 , / I 1. SEE DETAIL 2/SO.0 FOR WALL FRAMING DETAIL. 7/50,1 I FG04 ', `L. ; f, I o I 1 6/8 THREADED ROD SEE WALL STUD SCHEDULE THIS SHEET FOR STUD ---- I 4J7 !_- -__ - � � i I EPDXIED 12"e SEE 3 SO.2 SIZES AND SPACING. AT GIRDERS AND BEAMS, cv IL I / PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER Q ® - N PLIES, _ Uj - - - \) 2. SEE SHEET 50.0 FOR ROOF AND FLOOR N i I L _ FASTEN---TOP I0rn SHEATHING SPECIFICATIONS, z FASTEN TOP 1®F WALL I N (4)2x4 (4)2x4 I I OF WALL PER I W I __., ( /'�'� ___ r �J J / I ' SPF#2 I SPF#2 I 5/S0.1. E Uwi l 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PER 5/S0.1. I ! POST. w I POST. I I N _l' PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES 111 M I I x TOGETHER PER DETAIL 6 SO.0 W Z % I .� I z icy I m CD I I { I w -J L_ 4. INSTALL SOLE PLATE ANCHORS PER DETAIL J\ cv I \ r Q z I I = I I f 3/SO.O Qom, I Qs,� LJ jl � L - z ! �I^ I Z I r0 Q i+) I I Q k r- 5. AT SHEARWALLS, PROVIDE DIAPHRAGM 0 ATTACHMENT PER DETAIL 5 S0.1 � ao CD Z � I � ��, oD 1 � t--I Z-� I I n' I I / I SHEATH I (� 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT z © I I I ;- SHEATH I TERMINATE BETWEEN TRUSSES, SEE 5A/S0.1 `� CONTINUOUS THRU I I CONTINUOUS THRU i I I I I I N I i PERPENDICULAR �I OSB WALL I I PERPENDICULAR I I T AT PORCHES, SEE DETAIL 2/S0,1 FOR FRAMING I WALL. I N LLI I i AND HOLD DOWNS I SHEATHING I WALL. --J �- OSB WALL e OSB WALL I -p I I I:: L YI f ;SHEATHING I - - - -- SHEATHING I I - -_ - ---- -. CS-18 STRAPPING DETAIL _ __---- L _ .___--- _ _____ - - ___ ___.___..____- a �_ _.___- _- ___ � - - =;. ._. . _.. -- _. _._.._�- ----, _- - ^Tl VERY IMPORTANT NOTE: CS18 STRAP w/ 10" IST FLOOR (2)2x6-1/1 (2)2x6-1/1 (2)2x6-1/1 (2)2x8-1/1 (2)2x8-1/1 L6x6 POST WITH ABU66 w/ END LENGTH. FASTEN (3)2x6 SPF#: (2)2xl SPF#2 /8 THREADED ROD II / 5 as t� THIS END w 9-10d. A�r POST. POST. EPDXIED 12". SEE 3/SO.2 WALL FRAMING Z z F MII G 2-ROWS OF 16d IM ®� PLAN @ 9" 0.C. DOUBLE _ TOP PLATE. 4 I $Fj'-D" FLOOR IN NAILS REQUIRED IN CLEAR SPAN TRUSSES A.F.F DO NOT SCALE DIMENSIONS FROM CRIPPLE STUDS OR JOIST' THESE DRAWINGS.IF A DIMENSION IS C3 UNCLEAR PEFER TO THE ® 16" O.C. LLJ z y ARCHITECTURAL DRAWINGS OR WALL FRAMING' i� CONTACT THE.E.O.R. lij O J BEAM SEE PLAN P I� CS18 STRAP w/ 10" PLAN NAME END LENGTH. FASTEN ANASTASIA - CLASSIC i THIS END w/ 9-10d. DESIGN/DRAWN/CHECKED +8'-0" SOLE PLATE ANCHOR SPACING SCHD CS / BTG/LAP A.F.F. 3-10d TOENAILS ALL EXTERIOR WALL 48" O.C. DATE 2-ROWS OF SIMPSON (2)2X8 MINIMUM PLANK UNLESS OTHER NOTED 12.24.15 15600 SDWC SCREWS ORIENTED HEADER OVER SHEARWALLS SCALE @ 12" O.C. STAGGERED. SLIDING GLASS DOOR, FASTEN FIRST LEVEL WALL FRAMING PLAN (SW 8dC)3"/6") 24" D.C. AS NOTED TO JACKS EACH EACH END 1. LPA No. W/(1)A35 SCALE: /4" = 1'-0" I SOLE PLT 0 # I. WHEN NOTED ON PLAN TOLL-15-00758 SEE NOTE 2 CONTROL No, 1 HEADER SECTION 1. INSTALL SOLE PLATE ANCHORS PER DETAIL N/A 3/SO.0 SHEET 51.1 „ :_t 2. ANCHOR SPACING SHALL BE AS NOTED. FOR EXAMPLE - SOLE PLT @ 36 = 36" ON-CENTER SPACING " SIA SHEET 6 OF g SYMBOLS LEGEND ROOF TRUSS ROOF SHEATHING, HTS16 [DESIGNATES UPLIFT CONNECTION. SEE SPECIFICATIONS. FI— FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3" M A k 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.0. 4. WHEN USING (2)H2.5T CLIPS ON 11/," WIDE LUMBER, PLACE CLIPS GAP DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER, Lou Pontigo and ' CONTRACTOR MAY USE A 11/4" Associates, Inc. TIMBERSTRAND RIM BOARD AS AN TRUSS ° ALTERNATE TO THE OSB BLOCKING FASTENING DETAILS 420 Osceola Avenue PANEL, FASTEN TO FRAMING ALL )ax. Beach, Florida 32250 / Ph.242-0908 Fax. 241-9557 of d—r AROUND w/8-12d TOENAILS. FL:CA# 8344 SC:CA#3579 I 7/16" OSB PANEL FASTEN PERIMETER WITH 8 COMS @ 4" 0.C. ��' ° dQ ` � SPF#2 ALL AROUND. FASTEN ,ai°°� .•• '"' ' •. tS o TO TRUSSES AND TOP PLATE �.�•'•�� E WITH 10d COMMONS @ 4" O.C. N 71 .a 1 SHEARWALL ATTACHMENT o r r N e STUD DIRECTLY % ,p°e STT OF ®J N S1.2 BELOW TRUSS TOP PLATE TO �� ''°-��0 14Q'••'•® •� SDWC15600 STUD SDWC15600 C h r i '®C�q, S �+t1'r i n PE 2X RAFTER F`r�°jT'E°1 '�`1 4 61 5 TAIL PER 5 TRUSS TIE DOWN WITH SIMPSON SDWC REVISIONs DATE S5 DETAIL 6/SO.2 SO.O (2)HTS16 (2)HTS16 Rafter to Top Plate shown Truss to Top Plate similar Optimal 2 ` OSB CEILING AT I _ rn . 00 V r r O O ;`r an O O r N 4, N ' ;V ! iw......_ 10' oe BOTTOM CHORD OF ' - I o Cl) w _ _ _._3 3 _ _... �... .� M I'- F- - TRUSS SEE 2/S0.1. / f'' y W W I w __ I W .I" �t I .._ w w W LLj F- ' I J 30' 3 'r / 4, f FIELD ALTERATION ,r, , / j JUS24 THDH28-3 FG01 THOH28 3 Ctf V07 I CONTRACTOR SHALL CONTACT LOU '{ O ? STUD DIRECTLY PONT GO a ASSOCIATES PRIOR TO 00 JUS24 THD46 THD46 na I I MAKING ANY STRUCTURAL FIELD 5 BELOW TRUSS / - � aX MODIFICATIONS WHICH MAY VARY JUS24 ; r.. _ F01 - i3 CONSTRUCTION DOCUMENOTSI ANYL SO 0 ' '""" "'""'""' FIELD ALTERNATIONS MADE PRIOR TO f ► MD ° BEING APPROVED BY LOU PONTIGO 8 ( r V03 h � I E SDWC15600 TOP PLATE TO ASSOCWTES MAY RESULT IN _ I I . STUD SDWC15600 ADDITIONAL ENGINEERING OR r/ �`♦/ r r i I JUS24 THD464 I FD1 I INSPECTION FEES. i f —� D 16 I I i10 &V03 RE 3-1 " BEH D DO MER LL 01 �EJ 5 I _ �'.. Note: 1. Sloped—roof rafters may be sloped up to and including _-_._.-_.._ _.__._... __._ _._._.___._.____.____.___—__,____; JUS24 THD4 °'I � � �� `� F01 I t9 9 I F —_,� a 12:12 pitch and must be "birdsmouth' aut. " - I v,� I 2. Reference detail 4 for installation instructions. THD46 - w__.__.`' ?.___.., __...___._ I I_____ / - vol w SIMPSON SDWC INSTALLATION RANGE Z JUS24 THD46 I (2)HT '16 I JUS24 03 2 THD46 �\, . i I JUS24 f SO 1 F02 I � I , / THD26-2 i —n,-- .. _ ______._ _ (,� W F—i —tL ,..n a JUS24 THD46 FG03 THD461 I"' —X � ___ ___ __._ _. OSB PORCH CEILING �, 01 SHEATHING AT THD46 F03 THD46] i ` BOTTOM CHORD OFLLJ F03 - _._ I TRUSS SEE 2/0.1. U LIJ ... i ...._._ r j l I THD46 THD46 € I Z i F03 THD46/—(4)H TS1 6 i ►� OSB BLOCKING PANEL f; II /S1 .2. ; STUD NOT DIRECTLY 0 z 1 O I {► I PER DETAIL F04 - - BELOW TRUSS i T D46 F04 ,._ .____ l- fir- _ I � ' SDWC15600 S0.1 : f-i Note: Reference detail 2a for installation an le limit W I E� JUS24 _. � I FT01 — L I SDWC INSTALLATION _.._ _ _j 1 HTS16 Jusza � I _ �I FT01 ITop Plate I I= ( )HTS1 ; 1 I - -�� E-..... Roof Truss Connector List (Tutss to Top Plate similar) FT01 JUS24' JUS24 ? — "� �f I Manuf Product Qt W ` TH 2s z I FT02 _._ I I � F J o L_..._.__ 111 USP JUS24 9 Z FG ., _......! _._ 17TH[32fi —._ _. I I__ I I mpy T7, — = I 12 STUD NOT DIRECTL M FT03 W �_._. I OSB BLOCKING PANEL I BELOW TRUSS n.7 I PER DETAIL 5E/S0.1. THD26 Do not install SDWC in hatched area I THD26 s FT03 I I - 10 SDWC15600 I -S0.1 THD26 ' ,- Floor Truss Connector List MIN L — ,\ Overhang 1 1/2.. I - - ! FT03 o No o- - Qty 2" MAX it m m i I I f i THD26-2 - - ___1 IVlanuf Product -' __j USP JUS24 4 von j FGo6 - v06 —I SDWC INSTALLATION RANGE I USP THD26 4 I_ M M M M M M M M -7 F, USP THD26-2 4 a� CO tf;) d M` N O 1 _ O_ _. .___ r- Cfl � Nt co O O O O O O O O O O N d Nt M N O o 00 O uh d M N �Y FLOOR AND �� tT d M- M- M M M M M 7 7 M M r r r r r �- r O O O O C3 O fJ. O C9 I F I— F— H F— F— F F F F W W W W W W W W W W F— I— H �_ -- --.----. ----_-___-- _ __. ..._,_._.___ .____._... .f_._.___. 11I __._ . _____ __ -. -- USP THD46 17 ROOF TRUSS ]I--- T El 11 A _ I Itl USP THDH28-3 2 Rafter or Truss �L�,CEI V TENT Y2"" minimum edge (2)HTS16 (2)HTS16 2x6 RAFTER TAIL distance for full 5 PER DETAIL 6/S0.2. values (with or Splice may be in upper or PLAN without a plate lower plate SO.0 splice) DO NOT SCALE DIMENSIONS FROM DO THESE DRAWINGS,IF A DIMENSION IS "> UNCLEAR REFER TO THE '.. Y" from top plate® � ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. splice Offset for full values STUD NOT DIRECTL BELOW TRUSS PLAN NAME ANASTASIA — CLASSIC DESIGN/DRAWN/CHECKED CS / BTC/LAP DATE SDWC AT TOP PLATE SPLICE 12,24.15 SCALE FLO R AND ROOF TRUSS PLACEMENT PLAN AS NOTED SCALE: 1 4" = 1'-0" LPA No. TOLL--15-00758 CONTROL No. N/A SHEET F FI O S1 .2 SHEET 7 OF 9 SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW 3 6 SHEARWALL SHEATHING TO BE APPLIED. 8d ® 1S DESIGNATES 8d COMMONS L3" D.C. EDGE & 6" O.C. "IN THE DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PSUPPORTAHE/DERG STUDS NEEDED Lou Pontigo and DESIGNATES SINGLE PLY HEADER AND Associates, I n c. 6S-1/1 JACK/KING STUDS NEEDED FOR SUPPORT HEADER, SEE DETAIL 2/SOA, 420 Osceola Avenue Jax. Beach, Florida 32250. -�-� BEAM OR TRUSS, SEE PLAN Ph.242-0908 Fax. 241-9557 ANCHOR LEGEND FL:CA# 8344 SC:CA#3579 X -%" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 X5 �" A307 DIAMETER FULL HEIGHT g� THREADED ROD, SEE DETAIL 12/SO.1 �� # ■a fl .Q y " A307 DIAMETER THREADED s' e et ROD TERMINATES AT FIRST FLOOR CJ; �1 TOP PLATE, SEE DETAIL 12/SO.1 0 ; w ■ 4 'rl t.7- A307 DIAMETER THREADED ® A■ N ROD TERMINATES AT FIRST FLOOR aQ eo S� T OF -a TOP PLATE, SEE DETAIL 12/SO.1 . s$�I®®^��E�®®es■,yeas®°� �� 14°`' '-t ® SIMPSON HTT5 SEE DETAIL 15/SDA `$ C h r i s t o p'h` 4o#u r i n P E ® FL PE#71461 SIMPSON DTT2Z SEE DETAIL15/S0.1 REVISIONS DATE SIMPSON LTT20B SEE DETAILI5/SO.1 12" LONG LIGHT GAUGE STRAP LSTA12 FASTEN TO TOP PLATE AND STUD WITH 5-10d COMMONS (2}2x6-2/2 ___._ __;�, ____.____.__.____... WALL STUD SCHEDULE _...._..., ___..., � PLATE STUD SIZE LOCATION _ ' HEIGHT & SPACING CS18 CS18 CS1CS18 EXTERIOR MAX 2x4 SPF#2 ® 16" O.C- FIELD ALTERATION 8-� � I 10'-1 2x6 SPF#2 @ 16" O.C. gr CONTRACTOR SHALL CONTACT LOU '.. II EXTERIOR MAX 2x4 SPF#2 ® 12" O.C. PONTIGO&ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD EXTERIOR 10'-1 TO 2x6 SPF#2 ® 16" O.C. MODIFICATIONS WHICH MAY VARY Ld 14'-0" FROM THE INTENT OF THE ORIGINAL. 10'-0" CONSTRUCTION DOCUMENTS.ANY INTERIOR MAX 2X4 SPF#2 O 16" O.C. FIELD ALTERNATIONS MADE PRIOR TO JBEING APPROVED BY LOU PONTIGO 8 < INTERIOR 12'-0' 2x6 SPF#2 @ 16" O.C. Qr ASSOCIATES MAY RESULT IN MAX 2x4 SPF#2 ® 12" O.C. ADDITIONAL ENGINEERING OR (n INSPECTION FEES. \ STUD NOTES Cl- 00 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE Q 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. U) CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN T YELLOW PINE. a 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. /< Ln MINIMUM. SEE 3/SO.0 FOR ADDITIONAL ANCHORS AT V` SHEARWALLS W C]COMBINED USE PANEL NOTES v 1 W Cn CS18 @ BOTTOM OF 1. EXTERIOR WALL SHEATHING SHALL BE 0 L w CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST -- STUD WHERE NOTED. I (n F- TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING SPLICE LOCATIONS FOR MULTI STORY CONDITIONS W Df SEE DETAIL AT BOTTOM - _ --� 0_ RIGHT OF PAGE. 0 = 2. SEE SHEET SO.0 FOR WALL SHEATHING J SPECIFICATIONS. J N 3. UPPER MOST TOP PLATE SUPPORTING ROOF MEMBERS SHALL BE STRAPPED AS SHOWN IN Xm DETAIL 1/SO.0 ® Z LLj _ __.. ___ - � 4. INSTALL SOLE PLATE ANCHORS PER DETAIL ry Q _ - - 3/S0.0 W L� L `. _ �� GENERAL NOTES 1. SEE DETAIL 2/SO.0 FOR WALL FRAMING DETAIL. G SEE WALL STUD SCHEDULE THIS SHEET FOR STUD I J SIZES AND SPACING. AT GIRDERS AND BEAMS, _. Of PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER < C] N W PLIES.0L Uj J b 2. SEE SHEET 50.0 FOR ROOF AND FLOOR J N SHEATHING SPECIFICATIONS, 0 Z 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE Ln d 00 PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES ll m a_ Q TOGETHER PER DETAIL 6/SO.O W -i L0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL Q 3/SO.0 CS18 CS18 CS18 CS18 5. AT SHEARWALLS, PROVIDE DIAPHRAGM a 0 W ATTACHMENT PER DETAIL 5/S0.1 ' ` to 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT IV1 Q TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 _ (2)2x6-1/2 7. AT PORCHES, SEE DETAIL 2/S0.1 FOR FRAMING AND HOLD DOWNS CS-18 STRAPPING DETAIL CS18 STRAP w/ 10" 2nd FLOOR END LENGTH. FASTEN THIS END W/ 9-10d. 1 Iq ma: FRAMING WALL FRAMING w c~a _ z ®� PLAN I NO NAILS REQUIRED FLOOR o IN CLEAR SPAN TRUSSES 'y OR JOIST. i DO NOT SCALE DIMENSIONS FJIS THESE DRAWINGS.IF A DIMENSI® UNCLEAR REFER TO THE WALL FRAMING i LU C7 ARCHITECTURAL DRAWINGS c z CONTACT THE E.O.R. i a i CS18 STRAP w/ 10'° PLAN NAME END LENGTH. FASTEN ANASTASIA - CLASSIC THIS END w/ 9-10d. DESIGN/DRAWN/CHECKED CS / BTC/LAP DATE 12.24.15 SCALE SECOND LEVEL WALL FRAMING PLAN AS NOTED LPA No. SCALE: 1/4" = 1'-0" TOLL-15-00758 CONTROL No. N/A SHEET 51 .E P , k SHEET 8 OF 9 SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. PP FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SOA. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.0. 4. WHEN USING (2)H2.5T CLIPS ON 1'/," WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. — Lou Pontigo and TRUSSAssociates, Inc. F /� STENING DETAILS 420 Osceola Avenue /'� jax. [leach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA# 8344 SC:CA#3579 00 " ,®•; STT OF .' o • STUD DIRECTLY o.® BELOW TRUSS TOP PLATE TO SDWC15600 STUD SDWC15600 un�aaate Christopher J Sabourin PE FL P E#71461 TRUSS TIE DOWN WITH SIMPSON SDWC REVISIONS DATE Rafter to Top Plate shown Truss to Top Plate similar 10 S0.1 Optimal 22)!¢ T58 10' 0' _ FIELD ALTERATION T57 CONTRACTOR SHALL CONTACT LOU STUD DIRECTLY MAKING YSSTR STRUCTURALFIELD T57I BELOW TRUSS /` \ MODIFICATIONS WHICH MAY VARY Y2"MOX FROM THE INTENT OF THE ORIGINAL CONSTRUCTION FIELD ALTERNATIO DOCUMENTS.MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 T5SDWC15600 TOP PLATE TO ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR 7 i STUD SDWC15600 INSPECTION FEES. _— Note: 1. Sloped—roof rafters may be sloped up to and including T57 ' a 12:12 pitch and must be "birdsmouth" cut. 2. Reference detail 4 for installation instructions. T57 SIMPSON SDWC INSTALLATION RANGE Z I T U T57I X 4< unW 71C Uj Uj 1 SIIr57 I T57 STUD NOT DIRECTL0 zY _ _ BELOW TRUSS f I SDWC15600 C� f ' W'Q Note: Reference detail 2a for installation angle limit T57 � SDWC INSTALLATION I \> 4< Rafter to Top Plate shown i 5 5 (Truss to Top Plate similar) I t 50.0 0 T56 I Z ( n 1�.1 IJ DIRECTL MM T56i 12 BELOW TRUSS W T56 ® Do not install SDWC in hatched area 0 0 I \ l 1 I \ T56 SDWC15600 U Overhang 1 1/2' MIN 2'° MAX 10 SO.1 SDWC INSTALLATION RANGE TRUSS Rafter or Truss PLACEMENT V" minimum edge PLAN distance for full values (with or Splice may be in upper or without a plate lower plate splice) DO NOT SCALE DIMENSIONS FRJIS THESE DRAWINGS.IF A DIMENSIUNCLEAR REFER TO THE A" from top plate ARCHCoNTAC_THAL �WOINRGS splice Offset for full values STUD NOT DIRECTL BELOW TRUSS P LAN NAME ANASTASIA — CLASSIC DESIGN/DRAWN/CHECKED CS / BTC LAP DATE SDWC AT TOP PLATE SPLICE 12.24.15 SCALE R00F TRUSS PLACEMENT PLAN AS NOTED LPA No. SCALE: 1/4" = 1'-0" TOLL-15-00758 CONTROL No. N/A S'H E ET OFFICE Y SIA SHEET 9 OF 9 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEFICIED ON THIS LA (, DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING rl zCODE IN EFFECTAS OF DATE OF CERTIFICATION BELOW. N Oct 21:.2015 OF F� aU= 0 rr G. 7; ]rill ANAS AS A aOo t � AR 399 RED NW OVAN G i3ND,AIA AR 96399 z OI--I z O Joe U) LL i LU �; cez Ow LIST OF DRAWINGS GRAPHICS 00 O J --I 00 N o ,— ABBREVIATIONS `�� W t rT LU o Cq C1 Cover Sheet - Index of Drawings PARTIAL SECTION INTERIOR ELEVATION # NUMBER FIN. FLR. FINISH FLOOR P.S.I. POUNDS PER c� a LU = ¢ GNI General Notes Ca - DETAIL NUMBER _ DETAIL NUMBER & AND FLR. FLOOR' SQUARE INCH> 3 Q ¢'' E" DRAWING NUMBER DRAWING NUMBER = EQUAL FND. FOUNDATION PSL PARALLEL STRAND A H o z = � SLAB LAYOUTS @ AT P. FIREPLACE LUMBER U w BUILDING SECTION DETAIL CALL-OUT A/C AIR CONDITIONING FRT. FRONT P.R. POWDER ROOM U ® 8 0 ABV. ABOVE FT. FEET P.T. PRESSURE TREATED � DETAIL NUMBER r _ DETAIL NUMBER ADJ. ADJUSTABLE FTG.> A1.18 Slab Layout for Classic - - G FOOTING PT. LD. POINT LOAD o ; o A1.N Slab Notes, Schedules, and Details --- --- DRAWING NUMBER o ____ DRAWING NUMBER A.F. ABOVE FLOOR F.O.M. FACE OF MASONRY PWD. POWDER LU 0 A.F.F. ABOVE FINISHED FLOOR PLW, PLYWOOD x o AHU AIR HAND LER UNIT GAL GALLON LU Q Z FLOOR PLANS a = o CEILING HEIGHT CHANGE ALT. ALTERNATE G.A. GAUGE R RISER O o ALUM. ALUMINUM GD GARAGE DOOR RA RETURN AIR '� Q w z CENTER LINE w a U in Q A2.18 First Floor Plan and Notes for Classic GFI GROUND FAULT RAD. RADIUS Z o B.B.Q. BARBECUE INTERRUPTER REF. REFRIGERATOR A <C > LU z A3.18 Second Floor Plan and Notes for Classic ELEVATION MARKER SPANISH TILE BD. BOARD A w GL GLASS REINF. REINFORCING a o A3.N Floor Plan Notes, Schedules, and Details SHAKE SIDING B.F.F. BELOW FINISH FLOOR G W a >- z g GYPSUM WALL BOARD RM. ROOM LSLAB RECESS BOTT. B R.O. ROUGH OPENING x o A ~ EXTERIOR ELEVATIONS SIDING BR. BRICK OM H HIGH R D. REQUIRED ° LU TIONS FRAME BEARING WALL BRICK BKFST. BREAKFAST HB HOSE BIBB R & SH ROD & SHELF a' A5.18 Front & Side Elevations and Notes for Classic INTERIOR WALL (NON-BEARING) STUCCO FINISH CALL CALCULATIONS HD. /HDR. HEADER R.W.C. RAIN WATER CHANNEL w C•1. CONTROL JOINT AF HGT. / HT. HEIGHT -w A5.1.18 Rear & Side Elevations and Roof Slope Plan for Classic CMU MASONRY WALL 0 EARTH CL CENTER LINE HORIZ. HORIZONTAL SF/SQ.FT. SQUARE FEET C) 0- m A5.2.18 Exterior Elevation Details for Classic GABLE END WALL CLG CEILING SGL SINGLE INSULATION CMU CONCRETE MASONRY UNIT INSUL INSULATION SHT. SHEET FRAMED KNEEWALL DECORATIVE STONE INT. INTERIOR SH. SHELF' < Ce zoex. B I CO. CLEAN OUT z o ,� BUILDING SECTIONS DROPPED SOFFIT COL. COLUMN I•L.O. IN LIEU OF SHWR. SHOWER PRE-CAST LINTEL/ HEADER oc COMP. COMPRESSOR SL. SLIDER DRAWN BY CONC. CONCRETE KS KNEE SPACE SPECS SPECIFICATIONS S.PROFFITT � m A7.18 Building Sections and Stair Section for Classic CONT, CONTINUOUS S.P.F. SPRUCE PINE FIR vi o z L LONG SPRG. PT. SPRING POINT CHECKED BY LU ce- DB. DOOR BELL LAV' LAVATORY STD. STANDARD DIFFUSER LAYOUTS DBL. DOUBLE -=DRY LAUNDRY STL. STEEL F.MEZA z w Lill LINEN STOR. STORAGE SCALE DR.& SH. DOUBLE ROD AND SHELF LT LAUNDRY TUB o J M1.18 First Floor Diffuser Layout for Classic DECO. DECORATIVE 22X34 — SCALE AS NOTED o ¢ T TOP — M2.18 Second Floor Diffuser use L o = Layout for Classic 11X17 = 1/2 NOTED SCALE E— DET. DETAIL MAX MAXIMUM TEMP. TEMPERED „� w cn M,B. MASTER BATH T&G TONGUE & GROOVE Ce. -o o DIA. DIAMETER ;h r MEDICINE CABINET DN DOWN R THK. THICK SHEET DATE DIM. DIMENSION J MFR.L b ELECTRICAL LAYOUTS MANUFACTURER T.O. TOP OF 10.21.15 DR. DOOR MIL. MILLIMETER T.O.B.B. TOP OF BOND BEAM o z DS. DOWNSPOUT MIN. MINIMUM T SHEET REV R, TREAD ISION INFO LU o E1.18 First Floor Electrical Layout for Classic D.S.S. DENSE SELECT STRUCTURAL MIRR. MIRROR TRAM. TRANSOM 1 REV#120613 11-15-15 F.M. o E2.18 Second Floor Electrical Layout for Classic DW DISHWASHER NILDG. MOLDING TYP. w z TYPICAL o in o EN Electrical Schedules & Notes DWG, DRAWING M.P.H. MILES PER HOUR >- m z E EGRESS MT METAL THRESHOLD UC UNDER COUNTER o J � 21 STANDARD NOTES & DETAILS U.N.O. UNLESS NOTED w Q o o E. EACH END N.T.S. NOT TO SCALE OTHERWISE z = o W E.W. EACH WAY a W D3 Standard Notes & Details EL ELEVATION O.A. OVERALL V.B. VAPOR BARRIER SET REVISION INFO = ELEC. ELECTRICAL Ce SNCL. O.C. ON CENTER VERT VERTICAL w z U) �— D7 Standard Notes & Details ENCLOSURE O.H. .T.R. `t-� � m D8 Standard Notes & Details ENG. OVERHEAD VENT THROUGH ROOF (D cc w z ENGINEERED Z >o o EQUIP EQUIPMENT OPNG, OPNING OPTION(AL) W WIDE LU z EXT. EXTERIOR OSB ORIENTED STRAND BOARD W/ WITH (D w O PED. PEDESTAL SINK WD. WOOD WV) ED .C. WATER CLOSET SHEET DESCRIPTION z W E POLY POLYVINYL WDW. WINDOW COVER oW o P.S.F. POUNDS PER W.I.C. WALK-IN CLOSET LU 1 > WP GFI WATERPROOF GFI SHEET z Z = HOUSE ELEVATION ABBREVIATIONSSQUARE Fool W.W.M. WELDED WIRE MESH cU) 2 ; ¢ DESIGN CRITERIAW.W.F. WELDED WIRE FABRIC LU w_ ABBREVIATION FULL NAME ELEVATION CODE MAN. MANOR 03 PROJECT NAME W " "' o SINGLE FAMILY RESIDENCE - GROUP R3 WIL WILLIAMSBURG 07 � gC7Z 0 4 U3 TWO STORY - FRAME BUILDING TYPE: V B ATLANTIC BEACH o � � � PRO. PROVINCIAL 08 W = o cHA, CHATEAU o9 HERITAGE Q o W DESIGN BASED ON FLORIDA BUILDING CODE RISK CATEGORY, II VER. vERSAILLEs io W 5TH EDITION (2014) cLA. cLAsslc 18 z o W WIND DESIGN BASED ON ASCE 7-10 MED. MEDITERRANEAN 19 DUVAL COUNTY w F.B.C. TH EDITION (2014) RESIDENTIAL ULTIMATE DESIGN WIND SPEED = 130MPH TRA. TRADITIONAL 20 OM 0 F.B.C. TH EDITION 2 1 _ COU. COUNTRY MANOR 21 LOT/BLOCK 53 �� a cn o ( 0 4) MECHANICAL NOMINAL DESIGN WIND SPEED - 101 MPH HER. HERITAGE 22 TBI NUMBER 53 OZ p F.B.C. 5TH EDITION 2014 PLUMBING ¢ o z EXPOSURE- B CMN, CIMMARON 28 MODEL CFT. CRAFTSMAN 31 LU F.B.C. TH EDITION (2014) ENERGY ENCLOSED BUILDING MSN. MlssloN 30 W o coNSE NATION ANASTASIA m LU z SCL SPANISH COLONIAL 32 LU � W a INTERNAL PRESSURE COIF. +. 18i-. 18 F.B.C. TH EDITION (2014) FUEL GAS BOR. BORDEAUX 33 ELEVATION NAME Z w o FOR WINDOWS & DOORS SEE FLOOR BRO. BROUGHAM 39 �_ W F.B.C. TH EDITION (2014) ACCESSIBILITY REN. RENAISSANCE 40 W CLASSIC _0 a W ,� PLAN FOR ACTUAL PRESSURES NATIONAL ELECTRIC CODE 2011 (NFPA 70) VIE. VIENNA 41OFFICE: .� a Z THIS DRAWING AND DESIGN IS VALID TUS. TUSCAN 44 � LH N.F.P. . 1012014 FOR 12 MONTHS AFTER THE DATE IT CLS. CALAIS 46 REVIEWED FOR CODE COMPLIANCE Z 54 W ASCE -10: MINIMUM DESIGN LOADS CAR. CAROLINA 48 SHEET NUMBER s qz w i— ,0 = IS SIGNED AND SEALED OR WHILE CITY OF ATLANTIC BEACH <[ ITV. ITALIAN VILLA 58 SEE PERMITS FOR ADDITIONAL _ Qb o � FEMA RULES & REGULATIONS CURRENT CODE IS VALID SHN. SHINGLE 62 Z � � REQUIREMENTS AIVDCONI3ITIONS in_ o o PBC. PALM BEACH 80 Q 0 0 o CRB. CARIBBEAN 81 REVIEWED BY.-__/7) DATE: 11/1 CST• COASTAL 82 LU - A` J �Elk AL NUMBER 1010.1 TERMITE SPECIFICATIONS: 5. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WIND BORNE DEBRIS REGION THE BE OF MY KNOWLEDGE,TME DN DEPICTED ON THIS DPAW[NG COMPLIES WIR ME APPLICABLE MINIMUM BUILDING WITH SPECIFIED LOADS AND GOVERNING CODES . SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE CODE INEFFECrABGFDATEDFCEBTIFICATIONBELOW. Ln U SECTION R318 PROTECTION AGAINST TERMITES AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS TRUSS LOCATIONS CD z ' SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE �, TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT " i OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE OF F4 cri PESTICIDES, BAITING SYSTEMS, AND PESTICIDE" APPLIED TO WOOD, OR OTHER APPROVED METHODS STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL %L� 9iP MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE P 1 OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION SEE ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. ( APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL 6. �' SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. = o oc� PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND ce ao DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, °CAND ALL TRUSS TO TRUSS HANGERS. GYPSUM WALLBOARD z AR 399 4 >- "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN 00 TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA PROVIDE 1/2" NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8" TYPE "X" GYP. BOARD ON ALL v �' DEPARTMENT OF AGRICULTURE AND CONSUMER ERVICES. 7. MATERIALS SHALL NOT BE STACKED OR LOADED ON TRUSSES WITHOUT PROPER SHORING TO GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED FROM THE REp p�G PREVENT SAGGING OR OVERLOADING. RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2" GYP. BOARD APPLIED TO THE GARAGE SIDE. OVAN ,AIA NOTE; I AR 96399 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE UPLIFT CONNECTORS HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8' ABOVE FINISHED FLOOR. j OR BORA-CARE" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT U- APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. '1, UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY o z REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT FORCES. INTERIOR LOAD BEARING ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY z 0 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARD. '`t N PORTIONS OF WOOD ARE REQUIRED TO`B : FIELD TREATED TO PREVENT INSECT INFESTATION. NEED TO HAVE CONNECTORS APPLIED. PLEASE CONSULT THE TRUSS ENGINEERING FOR THE LOCATION z w I OF THESE WALLS. NON-BEARING INTERIOR PARTITIONS Em w OPTIONAL BORATE APPLIED TO ALL FAME MEMBERS WITHIN 24" A.F.F. Lu 0 2. UNLESS NOTES OTHERWISE, ALL UPLIFT CONNECTORS SHALL BE ATTACHED PER THE CONNECTOR ALL INTERIOR NON BEARING PARTITIONS SHALL BE 3 5/8" METAL STUDS 26 GA AT 16" O.C. MAX. c,5u (7, 0- m STRUCTURAL. NOTES: MANUFACTURER SPECIFICATIONS. SPACING W/ 1/2" MIN. GYPSUM DRYWALL EACH SIDE OR 2"x4" STUD GRADE LUMBER OR BETTER AT 16" 00 p w J CAST IN PLACE CONCRETE 0/C WITH SINGLE TOP AND BOTTOM PLATE. a W � M o 0 1, CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI, AND FIELD REPAIR NOTES a a LU A SLUMP OF 5" GLASS BLOCK 0 1. MISSED J BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED W/ 1/2 DIA. EPDXY ANCHORS MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S - 1800 psi AT 20 DAYS H ° Lu ¢ 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO WITH 6" EMBEDMENT. SIMPSON "SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURERS P o LU = RECOMMENDATIONS. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. O A > m ASTM A-615 GRADE 60. GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. W ❑ Lu w 3. WELDED WIRE FABRIC SHALL CONFORM TO ASM A-185. WWF SHALL BE LAPPED AT LEAST 6" 2. FOR MISSED VERT. DOWELS DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE g in M =AND CONTAIN AT LEAST ONE CROSS WIRE WITHI THE 6 FIBERMESH MAYBE BE SUBSTITUTED OMITTED REBAR, AND INSTALL A 36" LONG #5 BAR INTO THE EPDXY FILLED HOLE,USE A TWO PART BUILDING IDENTIFICATION �' 0, o PER PLAN WHEN FIBERMESH IS USED ILO WWF A DOUBLE LAYER OF WWF IS NOT REQUIRED AT EMBEDMENT EPDXY ( 5IMPSON SET EPDXY ) MIXED PER MANUFACTURERS INSTRUCTIONS. ASSURE tp - z APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH THE EDGE OF THE SLAB. THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND AND ,� o POSITION AS TO BE,PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE 0 8 cn USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO w z 4. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4" TALL AND 1/2" THICK AND CONTRAST WITH �'- o o THEIR BACKGROUND. x ❑ � L� 5. HORIZONTAL FOOTING BARS SHALL BE BENT 2" AROUND CORNERS OR CORNER BARS WITH A W o 25" LAP SHALL BE PROVIDED. 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OFEA o z THE JOINT (BAR DOES NOT HAVE TO BE CONT. TO FOOTING). STUCCO ,� O Lu < 0 6. MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 40 BAR DIAMETERS TYP. A _ U 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH 1 SIMPSON ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8" THREE COAT STUCCO W Z O FINISH OVER HIGH RIB PAPERBACK METAL LATH OR VINYL PANEL OVER STRUCTURAL A w o 7. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM. MTSM16 TWIST STRAP W/ (4) �/a" X 21/a" TITENS TO MASONRY AND (7)-10d NAILS TO TRUSS :FOR UPLIFTS A U (n ¢ LESS THAN 860 LBS USE 2 MTSM16 FOR UPLIFTS LESS THAN 1720# N PLYWOOD PANELS. 0 p 8. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN, 6 AND ( ( ) ) 0 MORE THAN 10 STRAPS MAY d q; a a Lu 0 z SEALED UNDER SLAB ON GRADE. BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW. IF GIRDER TRUSS C CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. a A CONTACT ARCHITECT OF RECORD FOR SUBSTITUTM-N. -_q 1 9. FOR SLAB ON GRADE, PROVIDE 4" CONC. SLA W/ 6 X 6 X W1.4 X W1.4 WELDED WIRE MESH PLACED O A z w IL. VAPOR BARRIER ON 4 IN. TERMITE TREATED COMPACTED FILL (FIBER MESH OUTDOOR KITCHENS x ,� z AT MID DEPTH ON 6 M STRUCTURAL DESIGN CRITERIA _ a MAY BE USED ILO WWM, WHEN FIBER MESH MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN THE - ALL CONSTRUCTION WITHIN 24 OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. a 0 0 o FBCR 2010 R506.2.5). LIVE LOADS: ROOF 20 PSF (REDUCIBLE) CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE1q, Lu RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED 40 PSF FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR " ® N � 10. WHEN THREE OR MORE BARS ARE RE 'D. THE BARS SHALL BE HELD IN PLACE AND GRILLS OR COOKTOPS, c~=� o ALIGNMENT BY TRANSVERSE BARS OR "CHAIRS" PACED NOT MORE THAN FOUR FEET APART. BALCONIES/DECKS 40 PSF p 40 PSF STAIRS ANCHORAGE >- --"- REINFORCING STEEL ATTIC WITHOUT STORAGE 10 PSF METAL AND WIRE LATH: o a � ALL REINFORCING STEEL SHALL BE NEW DEFORM°ED BARS FREE FROM RUST SCALE &OIL & ATTIC WITH STORAGE 20 PSF 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. v °C m SHALL MEET ASTM A-615 REINFORCING FOR FOOT NG SHALL BE SUPPORTED ON PRE-CAST HABITABLE ATTICS 30 PSF Lu Ov z CONCRETE PADS TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY SLEEPING ROOMS 30 PSF 2. ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL `z ce a STRINGERS. DOWELS FOR COLUMNS & FILLED C LLS SHALL BE SECURED IN PLACE BY USING BE PLACED NOT MORE THAN 6 INCHES APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE z w ADDITIONAL CROSS- REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING CONCRETE CONCRETE UNLESS OTHERWISE INDICATED 3000 PSI TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. DRAWN BY WHERE PERMITTED SHALL BE THE FOLLOWING MINIMUM, UNLESS OTHERWISE INDICATED ON THE STRENGTH � �, 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT c5 ,� m DRAWINGS, zz FTGS, WALLS, COLUMNS, BEAMS, SLABS: 40 DIA. OR 25" MIN. @ 28 DAYS OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST 4 INCH AND p z REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATH SHALL BE CHECKED BY � ch ¢ FILLED CELL & MASONRY REINFORCING: 48 DIA. OR 2'-6" MIN. ALL REINFORCING BARS ASTM A615-60 60 000 PSI ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF N0. A. BARLEY = w TEMPERATURE REINFORCING: 20 DIA. OR V-0" MIN. 11 GAUGE, BARBED, GALVANIZED OR BLUED NAILS 1 %" INCHES LONG HAVING A HEAD NOT LESS THAN 0- ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI 8 INCH IN DIAMETER. SCALE p >- LU cg WELDED WIRE MESH: 8" LAP POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS. OF m a J MASONRY WALL CONST. FIBERS PER CUBIC YARD MIRRORS J o J CONCRETE ASTM C90-01 STANDARD WEIGHT UNITS fm=1500 PSI MORTAR TYPE "S" 1800 PSI MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. o < 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED I— o = TO ASTM C90 WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI (f m = 1500 PSI). Q U- w Ln UNITS: DURING CONSTRUCTION co Ln p 2, MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270. H.V.A.C. NOTES SHEET DATE a o 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: w Vl AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 111,. STEEL: WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 MECHANICAL,RESIDENTIAL, AND ENERGY CONSERVATION CL � RTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WOOD SEAMS, RAFTERS, JOIST, PLATES: U.N.O. N0. 2 SOUTHERN YELLOW PINE (19% M.C.) MOUNT ALL THERMOSTATS AT +4'-0" ABOVE FLOOR. SHEET REVISION INFO a WITH COARSE GROUT. FRAMING. O ROOF DECK: PLYWOOD C-C/C-D EXTERIOR or OSB ALL INTERIOR & EXTERIOR MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE = m v 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND ATA FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES, THE H.V.A.C. o M MAXIMUM SPACING OF 192 BAR DIAMETERS. REIN"ORCEMENT SHALL BE PLACED IN THE CENTER cwn O OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL z z ELECTRICAL NOTES `t w 6. REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 48 BAR DIAMETERS UNLESS VERSA LAM BEAM: Fb = 2900 PSI (2.OE) m 0° w OTHERWISE NOTED ON THE DRAWINGS. WOOD COLUMNS: PARALLAM 2.0E U.N.O. THE DWGS. ARE DIAGRAMMATIC &INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. J o d ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR „� o 0 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: TO THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. SET REVISION INFO z = w OR CAVITY CAPS MAY BE USED TO PREVENT THE LOW GROUT INTO CELLS BELOW. THE USE OF �_cn w � TRUSSES: TOP CHORD LIVE LOAD: 20 PSF 20 PSF ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL FELT PAPER AS A STOP IS PROHIBITED. Lu aC:) a 6 _ TOP CHORD DEAD LOAD: 10 PSF 20 PSF ELECTRICAL. CODE &ALL CODES REGULATIONS & RESTRICTIONS HAVING JURISDICTIONS. 8. PROVIDE 9 GAUGE GALVANIZED HORIZONTAL LADDER JOINT REINFORCING (DUR-O-WAL OR ' Qex. m ENGINEER APPROVED SUBSTITUTION) AT ALTERNATE BLOCK COURSES. JOINT REINFORCEMENT BOTTOM CHORD DEAD LOAD: 10 PSF 10 PSF GROUND-FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED c LuSHALL BE CONTINUOUS AND SHALL LAP A MIN. 811. OUTDOORS IN BATHROOMS & GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. z O > z TOTAL: 40 PSF 50 PSF ' ' C-1 o WOOD CONSTRUCTION SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE) TO I— w = WIND UPLIFT RESISTANCE: 10 PSF 10 PSF NON-SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO z u rn 1. ALL WOOD MEMBERS EXPOSED TO WEATHER R IN CONTACT WITH MASONRY, CONCRETE OR SHEET DESCRIPTION a g w cn SOIL SHALL BE PRESSURE-TREATED. SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE cn w 0 z UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD DETECTORS SHALL BE PROVIDED W/VISIBLE "POWER ON INDICATOR" AND A TEST BUTTON WITH _ ( w O 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC. STRUCTURAL WOOD LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. GENERAL z Lu c o GRADE OR BETTER SHALL BE USED REGARDLESS F SPECIES.FRAMING MEMBERS, ( I.E. BLOCKING OR GABLE END BRACING ) SHALL BE SOUTHERN PINE, NUMBER 2 ALL ELECTRICAL SWITCHES SHALL BE 48" A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6" NOTES >- d z WOOD FLOOR DESIGN LOADS: FROM EDGE OF OPENINGS. w a LU 0 3. ANY WOOD FRAME INTERIOR BEARING WALLSTUDS THAT HAVE HOLES IN THE CENTER OF THE TRUSSES: DEAD LOAD: 20 PSF F- cn < STUD UP TO 1 DIA. SHALL HAVE STUD PROTECTI N SHIELDS FOR ALL HOLES OVER 1 IN DIA. FOR ALL WALL RECEPTACLES SHALL BE 12„ A.F.F. UNLESS OTHERWISE NOTED. Z z = o PLUMBING LINES ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES TYP. U.N.O. LIVE LOAD: 40 PSF u 0 ¢ TOTAL : 60 PSF ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.12 Lu v) ¢ cn 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO o= w = z SOIL BEARING ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2500 PSF SEE CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY, THE LOCATION OF SERVICE AND PROJECT NAME Lu o cn O STEEL ITIS THE CONTRACTOR'S RESPONSIBLLI TO VERIFY THE TYPE OF WOOD TREATMENT VALUE: SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL SHALL LOCATE METER AND PANEL AS REQUIRED. cc cf mAND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE ACQ-C ALL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL oc , z z ACQ-D CBA-A OR CA-B REQUIRE HOT-DIPPED GA VANIZED OR STAINLESS STEEL FASTENERS. VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS. Lu CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR O � � DOT SODIUM BORATE (SBX) DOES NOT. VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% " o � � ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30 A.F.F. Z v o OF MAX. DRY DENSITY AS DETERMINED BY ASTM 1557 (MODIFIED PROCTOR ) Q = o = IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, 5UNROOM, STRUCTURAL STEEL u ch w ROOFING BEDROOM, RECREATION ROOM, BATHROOM, GARAGE, BASEMENT, LAUNDRY AND OUTDOOR AREA, ALL ALL p u. cn ALL STRUCTURAL & MISCELLANEOUS STEEL A36 36 000 PSI U.N.O. TUBE STEEL ASTM A500, 125-VOLT, 15- AND 20- AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. z o w GRADE B F 46.000 PSI PIPE STEEL: ASTM A53, TYPE E OR S, F 35,000 PSI SHOP AND IELD ALL ROOFS SHALL BE CONC. ROOF TILE UNLESS MODIFIED BY PRODUCT APPROVAL SUBMITTAL. •-� = o Y = Y = THERE ARE NO EXCEPTIONS. LOT/BLOCK - (n Z WELDS: E70XX ELECTRODES STRUCTURAL BOLTS: ASTM A325, BEARING TYPE CONNECTIONS z o STRUCTURAL BOLTS: ASTM A307 STRUCTURAL BTS: ASTM A307 FOR SECONDARY DOORS &WINDOWS z o PLUMBING NOTES TBI NUMBER _ . V-� CONNECTIONS WHERE INDICATED, ALL BOLTS CAT IN CONCRETE: ASTM A36 OR ASTM A-307 ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE CL o z p STEEL REINFORCEMENT SHOP DRAWINGS TO BE ROVIDED TO ARCHITECT OF RECORD BEFORE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: PLUMBING AND MODEL M w O Q FABRICATION. HEIGHT & 5.7 SQ. FT.. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE RESIDENTIAL n < p (nce FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54" A.F.F. L. I W a PROVIDE MININUM OF 3" DIAMETER SCHEDULE 4 ASTM A53 GRADE B STEEL COLUMNS PER WINDOWS GREATER THAN 72" ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT ALL HOSE BIBS SHALL BE FURNISHED W/ BACK FLOW PREVENTERS AND BE MOUNTED 26 ABOVE ALL z > R407.3. GREATER THAN 24" OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2. GRADE w z DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, ELEVATION NAME w i z Q THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. EQUIPMENT ETC. U s v "' "- PREFABRICATED WOOD TRUSSES 1 z w WINDOWS INDICATED WITH (E) OR (EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. ALL ow 1. BRIDGING AND BRACING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS CODE W/ RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24. GENERAL NOTES < Lu MANUFACTURER UNLESS NOTED ON THE PLANS. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES RULES REGULATIONS AND UD _ ALL GLASS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS, ALL GLAZING AT TUB AND RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. u 2. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB SHOWER ENCLOSURES AND WINDOWS LESS THAN 60" ABOVE STAIR LANDINGS OR TREADS SHALL BE MEMBERS ARE NOT SHOWN BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE TEMPERED SAFETY GLASS SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2010 FBCR R308. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE tow WITH THE DESIGN LOADS. NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. SHEET NUMBER in uj 31: oc m SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH =p = Ln 3. THE TRUSS LAYOUTS PROVIDED IN THIS PLAN ARE TO BE MATCHED EXACTLY BY THE TRUSS MANUF. SOLID WOOD DOORS NOT LESS THAN 18 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE DRAWINGS SHALL NOT BE SCALED. cri o IF THE LAYOUTS CANNOT BE MATCHED, THE TRUSS MANUF, IS TO IMMEDIATELY CONTACT THE BUILDING STEEL DOORS NOT LESS THAN 18 INCHES (35 MM) THICK, OR 20 MINUTE FIRE-RATED DOORS. INSTALL SOFFITS PER FBCR R703.1.3 AND R616. Lu uj m w DESIGNER, TOLL BROTHERS, FOR FURTHER INFORMATION. WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, TO FIT WINDOW OR DOOR SIZES, PRESSURE ; -z TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4" DIA. x 3 1/2" TAPCON SCREWS, 6" SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQGN1 UIRED). OFFICE o o u 4. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT IETAL PLATE CONNECTED WOOD TRUSSES PER THE FROM EACH END AND 12" C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ <t a f- 0 TRUSS PLATE INSTITUTE TPI LATEST EDITION. (2) ROWS OF 10d NAILS AT 10" C/C. SERIAL NUMBER 1010.0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. Oqt, ?x_2015 Ln (, c C r B �Q rq o � LU A7.18 �x @� x I 11 $3 '� 4H R96 9 � 4 4° 1'-10" m 17'-10" 631-211 r` ED ASG 11-2' OVAN~G IRIWI f ND,AIA O O V-2„ 161-8" AR 96399 01.01 12'-7" 19 _91. O ° o0 T.0 PAD (TYP. OF 2) 11'-22" 01.01 z P OVIDE GAS LINE Z o I T.0 PAD (TYP. OF 2) HBA F R GAS CO OKTOP zcn ------ ------------ ------ v --- ------------------_ �------ T----------�---- --- 7n--- r� W T _ ----- W F— N I IIL---------I---7------- ------- O- r 7 ---- _ cn w O � ce m m ✓l E o STUB-OUT a ,� o GAS LINE STUB OU w c� t-- FOR FUTURE _ PROVIDE .. c,` o BARBECUE AREA ELECTRICAL CHASE' H o Lu ¢ oo g TO ISLAND L-' oo PLUMBING STUB-OUT > F- o FOR FUTURE w ------ F_ , o0 p p z BARBECUE AREA ------ � - ""� 00 m o o SLOPE PAVERS Ir- -- ------ ---- ------ w z - 1/8" PER FOOT --- - _----_ - - ----`----JI o 21,_111 y _ x ® v' Ow0 °° i, H a, ------------ ---------� Ir=== I a O Z Lu C) r - r—i '-1 ��----- --- ♦� .....-_ a ...._ ..,,. ,.v.,__.. ,�. �,.�, :mmw� H ...ask�e.:asy� �€� asvovvv�.. ssin :.neyr�s y JY-10" L=== W PAVERS ON 6" PLUMBING WALLLu Z "'ce L,, STEM WALL - ¢ s A a z 1'-0" _ - - - - - - - - - - - - _ -SLOPE_PAVERS _ - - - a s ce a cn rA - - - - - - - - - -- - - - - — - - - - - - L. � A7.18 ad "� o A7.18 1/8 PER FOOT cn A a -- - _ d � Lu Lu z r, o AIA �� PAVERS ON -- ¢ TYP. ! 15 1/2" MAX > STEM WALL ---------- L ____ _ O - � i a �- LL_ r-------- ----------------------------- -____-�-J 0 0 NOTE: FIN. FLOOR TO BE 18" o CC F-, VMIN. --J cc L ---- Lu 0 ABOVE CROWD OF ROAD _- ---- 71-111 0, q _\ Z O'_OTI 31.0 1`-9'! DRAWN BY d. uI n 1 a �t 61 1 - II o � v � 3 4 z w FINISHED FLOOR S.PROFFITT c.) I II ;' LH w m E I �� -'� GA5 LINE FOR DRYER CHECKED BY 0 L-----_- - ---------------------- - - s -------- ------ -u o z ------------- -- ---- - F.MEZA w loe ------ SCALE y w - � `� I I I I I I I I I I I h-- --- -�__- -�� -�-� J w 4" PLUMBING II � �_-� 22X34 = SCALE AS NOTED ¢ > o �_� L Z L I I II i Ii WALL, TYP. ,� ; �; � 1 -7 11X17 = 1/2 NOTED SCALE R —' ¢ 1 311 1 111 LINO li 21_011 - � r 5u 0 o z 2 -64 5 -11z 16" PLUMBING WALL ' `I SLOPE SLAB @ SHEET DATE -� o , ____=_______ =====J 21_921 o I 4� _JI I N r _ n r V _' _y T ' { 1/8 PER FOOT 10.21.15 Li:eu �-' N ---- --------------- ---�:.__ _ �_ � - � - SHEET REVISION INFO - - - - - � _____---- -_-- 1 a- o ----- -------- ------ I- ---- - - 6 C) cc F- II �, 1�----- AIN 0 REV#120613 11-15-15 F.M. Boz III II -1 4 np p II �% _ S CO V II IL a _ - '-10" 00 I I I I I � lt7 OJ W Z Cn n n ^ 1 1 22 -10 a Lu 6100 1 s 2 �- w '�j II II I w ¢ a o 11 co ----- _ WATER A1,N SET REVISION INFO ,-� �� SOFTENER IL W m --- O In -� w - -_, LOOP LU II � `� tn - n ¢-� Y 1 ,� ce m 4-$ 1 w w Z z o 'j �I 1 7� N I SHEET DESCRIPTION ZV -------- -------- -- - �-�--- n -, -� o ------ �_--------- u - - ---------------- -- ---- --------- -�, --- �� SLAB LAYOUT waU -4 11,_11„ 51_[1. w A HB _ J II 01 If >- dLu� o ii 16'-0" Lu ¢ > p 961 x 48" x 4" CONC. GAS LINE TO W.H. w PAD 3 ABV. GRADE II U) _3 a o=====______©___________� PROJECT NAME Lu o X z 601.811 221-10" Lu ..� � ATLANTIC BEACH ce ce < z 83 6 I © oZ � HERITAGE o Q _ o _ DUVAL COUNTY z o w B LOT/BLOCK 53 = o A7.18 TBI NUMBER 53 CL Wiz ~ ce g z z MODEL zO l Zoa ¢ Lu ® � ANASTASIA z L;� > � r w W o > � I„ � ._ ELEVATION NAME W U z a SLAB LAYOUT 0 v w LL � 11 CLASSIC `+~ CLASSIC w � 0 SCALE: 1/4"= 1 -0 'W d % W W ce¢ w � � I� _ NOTE: FIELD TO VERIFY ALL GAS LINE � � � � ~`w LOCATIONS PRIOR TO POURING SLAB f 2_11 SHEET NUMBER U) ce Lu =z = � _7 w � � ADDITIONAL NOTES, DETAILS & SCHEDULES A1 , 18t a. p_z ooZ CAN BE FOUND ON THE A1.N SHEETuj . o o ERIAL NUMBER 1010.1 ¢ uF- o TO THE BEST OF W KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MMIMM DUILDDIG CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. Ln SLAB LAYOUT NOTES : N '~ oqt!�3 zo�5 OF F4 ,. u' 1. SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS. P , " ~0 2, CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS Joe oe cc 9 a i 3. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE kFRED ASG 0 0 4. ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE, OVAN . R-96 n,D,AZA AR 96399 zw INDICATES DOOR OPENING ,. 0 FL-NOTES-001 Q O O w 0..Lu Q m Fm 00 f O� 0 L W N M w � �- a a w , aEl w _ m w ~ o A � H Lu U w g Lm 00 00tp C14 Lu o > ce � -" � Lu H W � Q W Q z a O O Q clij W FSI Lu Vvce wizQ A Q � a waLUcnA w ce c> z 1J p LU w --j W.W.M. PLACED IN UPPERri w �' = z e 1/3 OF SLAB OR FIBERMESH o REINF. PER PLAN i >- 0 0 -1 1/8" (MIN.) SAWCUT x 1/4 OF v m SLAB THICKNESS SEE Lu ce o o FOUNDATION PLAN FOR LOCATION z � Lu W DRAWN BY V u w `J . `5 S.PROFFITT CHECKED BY ce = W F.M EZA a z ce w SCALE Q > SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 22X34 = SCALE AS NOTED 0 TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED 11X17 = 1/2 NOTED SCALE o ~ `_ AS CONCRETE ALLOWS WITHOUT RAVELING ~ wc=n 0 0 SHEET DATE 10,21.15 o 1 SAW V CUT DETAIL SHEET REVISION INFO = 0 m 1 • N SCALE: 3/4" - 1'-O" REV#120613 11-15-15 F.M. F- w Z vj to O C7 Q w z ca Lu J L z = o w SET REVISION INFO U) O-cnLU Lu a ao m0 > z o LU Zz 0 SHEET DESCRIPTION (n Lu w zo FRONT WALL OF GARAGE 3 SLAB NOTES z w PROVIDE 1 1/2" D x 5" W m � a z RECESS AT GARAGE DOOR SCHEDULES, Lu Q O z z = o PROVIDE 4 1/2" D x 8" W RECESS LuA AND DETAILS �? ,Z SLAB RECESS 1 z IN SLABLu Ln ' Ce LU Z 4 1/ T. PROJECT NAME Lu o BRICK PAVERS w Lu o W Z W FIN FLR. � `� GARAGE ATLANTIC BEACH zi OR HERITAGE Lu � o [ ! SLAB U.1 RECESS o u -' / �. DUVAL COUNTY' z o w 3 __._ j WALL PERLU /% z 0 PLAN 51 . LOT/BLOCK 53 . z Oz cn .s� l w TBI NUMBER 53 g z a - Lf) / MODEL z ° ANASTASIA � aW � L z Lu wo � r ED z a ELEVATION NAME z o PLAN VIEW g 0 w Lu ALL W Q 2 SECTION @ GAR. DOOR cn w w Z l. N = Zz SCALE: 3/4" _ l'-O" 1 0 L9 0 w 3: ce m z SHEET NUMBER 0z = c~n .�jQo � Z Lu Ca AlmN q'i'l � 0 O u- Qc) F- O JSERIAL NUMBER 1010.1 � I I t TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPILES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. .Ln-i z 0c 0, C) ._.1 Ln B LU A7.18 y 0 831.61[ 1 C.,e m 0o 963 �s. J 18'-2° 631.2" 21-211 q II 4 R ® ® 4" 1,_2„ 161.811 81.011 321.5211 61.5111 131.2111 81111.211 4 FRED 2 2 € OVAN G . d )ND,AIA AR 96399 I ® w I I Al .—. O z ® 6'-0"A .F.F. I I I 12" COLUMNS z M Lcne PRIVACY WALL HB OD IO 0 (TYP OF 2) ; O , w w r - - _ El N N i , 3 1 "' "' DBL. - o - - - - — - - - - - -- - - I — E T oC z m :.:: - - - U1 rn OwJ - - - - OVEN - - - Z�o N I ® ;>, `� w00 M ® � ® GAS LINE STUB-OUT l I " 1_ II L!') 1_ 11 Lu Z FOR FUTURE I 31 -2 O U RM ET 14 6 1 - 13v-81112 4 I OD ® w Q BARBECUE AREA 1'-0" - ITC H E N I ► o FLAT SOFFIT 6 OP w ~ ® PLUMBING STUB-OUT I o, bo °' 10'-0" CLG. @ 9 -0 A.F.F. I I ( M ® IOP C) Q o ® = w FOR FUTURE I COVERED o 7 DINING ® BEDROOM 5 I D FLAT SOFFIT w o 0 _ 1 BREAKFAST O 1 0 M zQ Z BARBECUE AREA I LANAI 1 I DW 1 ( R®OM - - SEE ELEVATION ® � o AREA _ _ - 10 -o CLG. W o I 10'-0" CLG. - I L — o ~M 101.01, CLG. I ® I N ac c„ 101.0" CLG. d — — — 1 J w z - _ I 1 - - - - - - - - Ln Ln I � ,� w o, ° H w O ® a' ''i Ln I ® 6'-0' REFI x PANTRY O O Lu < ® 15'-11" 131.3" 3,_8„ - — — — — — — .... .......... .. . . V z FRAME HEADER I 4 2"X KNEE WALL @ I FLAT SOFFIT @ = FOYER MT. Lcl-u A OUT TO MATCH I O MT• 34 1/2" HIGH ROUGH I I N 9'-0" A.F.F. c, 18° 12'-0" CLG. _ - - - - - - - - - - - - - - - - - - - - - - HALL 1 1 6 A a W a ® A7.18 -COL tN-Wi®TH- I - 41_211 291_oN 1 1 �r 15'-10" - �, 1_ N - - 1_ 11 - 1_ 11 a _� - .q 1-4x. a Q 12 0 CLG 8 0 2 8 I w Ln A7.18 = a w I ®AIRS —UP 6' - 10" X 10" I k O I _ AIR JUMPER Q, ° ® o ® I �, 36" HIGH HALF i i z 9 - - COVERED © ® N z a I _ WALL W/ WOOD I I w �� MT ` W o ® GREAT �' CAP I - - $ 00 w ® _ _ = ENTRY Of U- I I 10 F- 12'-0 CLG. - �r R M II - - - OO -3'�' 2 � 60STORAGE _ _ d. W r1 - - -1 ® a m 6" 3'-0" 10'-0" CLG. , — — — 1 11 v , I 9 -0 CLG. _ - w O = 1 l i 1 1 ll_L L I - - - I I I Q v ® -1 18 -6 -0 o Q _ — 81-411 191-4" '-' e3�4"- � o M , � aLrl) o ® p O — O LD RY. I DRAWN BY z ® w d- i — – -- – —�� °C ^ 12 :,5- �' FLAT — 9'-0" CLG. d- FLAT SOFFIT U w ' O I I '�@� - I -- — — — — I O = S.PROFFITT Ahl,z® SOFFIT @ — — — D.---�� -y I� `'I r u I SEE ELEVATION 8 0 A.F.F® — - - - SPACE�� PAC � L. r - - - - - - - � I e>< I M � �; Ln a - - - ® R&SH — — — F MEZA - - - a my I - - - - -� — R&SH — — — — — R&SH— d- I EKED BY �= = =====� I AHU #1 I 11 11 _ 0- MASTER - - - 1 - - - _ - - - - ,� _� 22 X54 N 0 z W B E D RO M I o W.I.C. N - - 11 i I r��- / I ATTIC ACCESS _ SCALE CC ® J 101-o" CLG. o W.I.C. �® 9'-0" CLG 1= 10 1 N 3 -8 I -1 W/ PULL DOWN i ILL] = 22X34 = SCALE AS NOTED ® ® _ ^ 9 -0 CLG. I 10 -2 las 6 -6 '-2' 4'-0" 1110' 7 5'-8" '- °' I II II I , 11X17 = 1/2 NOTED SCALE I II i I ATTIC STAIRS Lu © I 8 71 1 9 I II — I'I I O ® O ® I O 1_00 .� L 1 11 — ATH 2 ,f, I x I I SHEET DATE v 0 81-611 8'-6" CLG. 9 -0 CLG. I L J w °f � � "' `r o I I o ' 10.21.15 N - n n a o _ ` o $ L - -- - - - o E- _ - i i ATT C O 8 — SHEET REVISION INFO I PROVIDE 72 x 96 x I C) z �, I LIN. . Q, — �' AC ESS RECESSED Lu m ov N �.evN N I / I I 30" RECESS FOR AHU oo I i - 1 REV#120613 11-15-15 F.M. = 0 _ 8 I AIR HANDLER o E-- Lc1 11 7 I X I �� 11 - ( IN CLG. w r o �- z Ln o 7 -° I / ` 1 ►_ TWO CAR 3 I L — � I M ,� mmW 24 ,� 31.411 8 I ® �� GARAGE < ` J TEMP. GLASS SHWR. _ d N a I o � ENCL. TO FIN. FLR. o MASTER ,� I= I 9'-0" CLG. ;i ; I wQ ® ® - -- - BEDROOM 3 I WATER w : I I_�I SET REVISION INFO z = w BATH W.I.C. 1 EDROOM 2 �ETREATL - w O 9'-0" CLG. I o 9'-0" CLG. 9'-0" CLG. 9'-0" CLG. SOFTENEER z ® z a = 9'-0" CLG. O I LOOP I U a— i 1 n 1 n n 1 n 1 11 # I 1 } 611 4 -6 10 -4 3 -8 61-4 1 10 -6 10 -10 111.4" 221.811 as m � o > zI 21411 6„ I ...... z _ o _ _ ® .. E ...... V N d W z cn R&SH ..... .......... ....:...k..L........ N SHEET DESCRIPTION LE cn cnw ® z - z w ® SHWR. SEAT @ OB `� AO OA AOI ® AOI HB - Lu FIRST FLOOR • m a 18" A.F.F. ' ' I ' I LINE OF TRELLIS PLAN AND TEMP. GLASS SHWR. w a ® NCL. ON TUB DECK I TANKLESS GAS AND BRACKETS NOTES WATER HEATER ABOVE. SEE DETAIL u a a ol 6'"9211 26'"6211 5'-4" 171.0" Lu ®�' Ln o ' 83'-6" PROJECT NAME cle `� ATLANTIC BEACH Lu oozL HERITAGE v ® = 4' HIGH WALL AT SERVICE ® , � F- COURT. SEE DETAIL 9 ON DUVAL COUNTY Q � ® = o SHEET A5.2.18 z ® Z A7.18 LOT/BLOCK 53 M g z ® Z TBI NUMBER 53 0 MODEL ar; Q Ln V) a w > AREA CALCULATIONS: CLA ANASTASIA N w ® � 1ST FLR A/C LIVING AREA: 2,709 SQ. FT. CD LU u- ;E a FIRST FLOOR PLAN 2nd FLR A/C LIVING AREA: 607 SQ. FT. ELEVATION NAME Lu SCALE: 1/4"= V-0" CLASSIC z "' o TOTAL A/C LIVING AREA: 3,316 SQ. FT. � CLASSIC COVERED ENTRY: 31 S FT. LLJ E ® COVERED LANAI: 351 S . FT. v a = � � ®- z= � z GARAGE: 602 S . FT. Ln � � m TOTAL: 4,300 SQ. FT. z SHEET NUMBER ( ® ® _ LL„ -� = ADDITIONAL NOTES DETAILS & SCHEDULES ® Zm__j UA2 , 18 � oou- Q Q v �- O CAN BE FOUND ON THE A3.N SHEET. w , J ERIAL NUMBER 1010.1 I TG THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. Ln Oct 21 2015 alOF IF4Z vi rB 149 Ua = A7.18 d v 201.611 (�_i V w. }` 963 9 a 61.611 141-011 r� v E- F 11 FRED ASG 7 -0 OVAN G-.-04UMt3N D,AIA .01 AR 96399 I Z LL �--� o Z Q CnO d Ln W ------------------------------------------- ---------- ----- ------ (u Lu F- Cn W 0I j CA a Z 0° I h O W v M LL �_ I �� O a N W GC I-- I F4 i D aO Z i i i im LU J w Q I d w O O APq Lu I I W � QT o0 I O I ----t-------------------------------------------------- 6n r-------------- :•:S ��------------------------------------------------------------------- O0 0 Lu y o 13F-011 6tp O J W Z C I I W �--I 0 W 0 CV W 0 W Q Q I I I [y �, BEDROOM4 -- -- - �- WAAwA � W 9'-0" CLG. A Z Pj U cn Q I > p� LuLu o A - - - - - -I - - - - - L--=-------------- ---- -------------------------------- ---- ------ - - - - - - - ---_------------------- --------------------------------------L--J A ua o A7.18 - - - - - - - - - - - - - - - - - - - - - A7.181.4 P4 v, C------------- a A W Z w A7.18 3' 6" x O = Q 4" C, ��••' < I 6'-211 16 1 011 6'-2" ------, 4 LU O- I I = c O - - - 2FF N T I � I o - /ROOF BELOW °c 9'-0" CLG."' 16--------------------------------------------- u- O n. I _ _ _ _ _ _ 16 I o m - R&SHch _ o c N +4" A.F.F. 13 - r l HALL = c z o w K, SHOWER ; BATH 2100 9'-0" CLG — — M ¢ oc CURB 4'r 9 -0 CL DRAWN BY s aW 1-8 1 6'-1011 1011 31_211 21_211 S.PROFFITT LL- zz z 1 31-411 — CHECKED BY U o �- w vi Q-i L-------� F.MEZA _ W — — r- n- —— CONT. SCALE z o — — HANDRAIL 22X34 = SCALE AS NOTED J 0 J _ , 1 @ 36 ABV. Lu En -�'. AH U DN. OAK NOSING 11X17 = 1/2 NOTED SCALE 0 22 STAIRS OJ oC -- __ ; SHEET DATE --- - cc cUn 4'-10" 42" HIGH HALF 10.21.15 Lu _ WALL WITH SHEET REVISION INFO � WOOD CAP z CFI. T' LOFT (TYP.) Lu m o CLOSET- U) 1 REV#120613 11-15-15 F.M. o cn 9'-0" CLG o W Z � _ i 1.0" CLG. 611 $„ /ROOF BELOW = 0 � 151.611 >- "' Z rn10 m m W J I I SET REVISION INFO w Q z � o � 0.- J W , ;:<• ::•: w [ FZ Q .......... � m C7 � w _ I- w = SHEET DESCRIPTION Lut!) L------------------------------------.. ----------------- ------ J Lu o ----------------------- ---- ----------- --------- --------------------- ------------------------------------------------------------------- ----------- SECOND FLOOR ED U o 3 PLAN AND m � w z I Lu Q $'-�° NOTES Zz = z � �? _jQ 41.011 161.612 a o N o 11 PROJECT NAME Lu 20 -6 ce W z z ATLANTIC BEACH ooui W = H E RITAG E 7 Lu �- DUVAL COUNTY D LL- w B �, z A7.18 LOT/BLOCK 53 co Z o z TBI NUMBER 53 66 66 o b Z MODEL i o_ N Q r-100 , ce ANASTASIA V-4 Lu w uW'-- Z Q S E C O N_D FLOOR P Lt1N_ ELEVATION NAME CSF-+ ww z Lu o SCALE: 1/4��- 1._0.. CLASSIC W CLASSIC uj ¢ _ � (� > cnF— z ~O ? W m Z SHEET NUMBER 0_Z W � -� 0 = cn � ¢ '-' oma UJ m FECAN IONAL NOTES, DETAILS & SCHEDULESA3 , 18 W __j Z —j LL- a Q 0 0 o E FOUND ON THE A3.N SHEET. J ERIAL NUMBER 1010.1 0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS W I N D O W TAG (�)=DOOR TAG DRAWINGCOMPLffi WITH THE APPUC48LE MINIMUM BUILDING � � WINDOW SCHEDULE CLA DOOR CALL-OUT DOOR SCHEDULE CODE INEFFELTASOFDATEOFCERT[F[CATIONBELOW. r-L Z WINDOW CALL OUT o��. �.�. Zois , N � OF FSO LU TYPE SIZE REMARKS TYPE SIZE REMARKS o 6. 1 = p A 3052 SINGLE HUNG 35 1/2" X 61 1/2" VINIYL/LOW-E/EGRESS 1 THERMA-TRU INSULATED 3'-0" x 8'-0" W/ 12" SIDELITE / ENTRY DOOR 96 9 r' TEMPEREDti 00 C NOT USED 2 NOT USEDFRED ocY�,;,lF ;, ovAN_�fbfi ` ND, AIA AR 96399 E FIXED GLASS 48" X 16" VINIYL/LOW-E 3 OVER HEAD GARAGE DOOR 16'-0" X 8'-0" NON-INSULATED RAISED 0 0 F 3052 SINGLE HUNG (2) 35 1/2" X 61 1/2" VINIYL/LOW-E/EGRESS STEEL PANEL Q � (n G 3052 SINGLE HUNG (3) 35 1/2" X 61 1/2" VINIYL/LOW-E/EGRESS 4 SLIDING GLASS DOOR 16-0" X 8'-011 4-PANEL/TEMPERED za 1 o _ H FIXED GLASS 16" X 24" VINIYL/LOW-E/BLACKED OUT 5 DOOR 2'-8" X 8-0" SELF CLOSING, SOLID WOOD NOT LESS THAN Lu I:e Lu coc 1-3/8"/OR 20 MINUTE FIRE - RATED 00 o UJ 6 NOT USED ;>, i N ,� �-- 7 HOLLOW CORE DOOR 2'-4" X 8'-0" `-� a a � Z � a H w _ ¢ 8 HOLLOW CORE DOOR 21-6N X 81_011 E , m o = 9 HOLLOW CORE DOOR 21-811 X 81-011Lu A W z _ = 10 HOLLOW CORE BI-PASS DOOR 5'-0" X 8'-011 vi 800 0 W 0 11 HOLLOW CORE BI-PASS DOOR 6'-0" " X 8'-0 • o > tpo 12 HOLLOW CORE DOOR (2) 2'-4" X 8'-011 ol 0-40 > 0 *q b Lu o 13 SLIDING GLASS SHOWER DOOR 5'-0" X 6'-4" TEMPERED x �' cn o a, Lu = 0 14 HOLLOW CORE POCKET DOOR (2) 3'-011 X 8'-0 a A Lr W 15 NOT ED w Z a U v a USED A Lu a cc can 16 HOLLOW CORE DOOR 2'-6" X 6'-811LU M P..4 17 NOT USED `4 = z w 18 NOT USED x A A UJ o a 19 NOT USED N ~ z O a 20 NOT USED cex I _� 21 HOLLOW CORE POCKET DOOR 2'-6" X 6'-811 LU U m 22 HOLLOW CORE DOOR 2'-811 X 6'-811 INSULATED ce Lu uz 23 NOT USED o 24 SLIDING GLASS SHOWER DOOR (2) 3'-0" X 6'-4 TEMPERED DRAWN BY ce z U- m S.PROFFITT Q INSULATION SCHEDULE CHECKED BY ce cha LOCATION TYPE R-VALUE U.N.O. F.MEZA ce z W CEILING LIVING AREA FIBERGLASS SCALE ca ¢ > @ 38 o EXTERIOR WOOD FRAME WALLS FIBERGLASS 19 22X34 = SCALE AS NOTED 0 0 = 11X17 = 1/2 NOTED SCALE Ln En WALLS TO LIVING AREA FIBERGLASS 11 __ 0 o SHEET DATE o 10.21.15 a o z SHEET REVISION INFO Lu m u Al REV#120613 11-15-15 F.M. � U) o Ln CLU o in Lu Lu ¢ I oN W W SET REVISION INFO Lu z Q_.g � m z o 0 � ZCw.i � o w z SHEET DESCRIPTION Ly Lu W o FLOOR PLAN � zw moc NOTES, SCHEDULES, o ¢ Wo z Z = o AND DETAILS Lu z W _ja E ¢ Lu o Ln zo PROJECT NAME cea � z ce O o w ATLANTIC BEACH uj � W H E RITAG E cn w I_- DUVAL COUNTY Lu LOT/BLOCK 53 o v' TBI NUMBER 53 ea, o o MODEL Bozce a w ¢ ANASTASIA Lti � Woz wwZ ¢ ELEVATION NAME moi_ ZVujO w c" I— ALL =w Qw � � vH H z H ! M L cC m z Lu NUMBER cn all aboC � D-wm w z J A3 , J 0 V- ti ¢ VI- 0 _j SERIAL NUMBER 1010.1 C _i 2 NOTES :. TDRAWNGO TKE COMPLIES SWrrHTKNOWLETHE LI ABLEMESIGN DEPICTEDONINIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. Ln c z 5.2.18 -Oct 2 , 15 - PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY OF -F N , INC. OR EQUAL AT ALL EXTERIOR DECORATIVE ELEMENTS. TYPICAL UNLESS 6 r��14 �z TOP OF RIDGE NOTED OTHERWISE. FOAM APPLICATIONS FINISHES SHALL BE ACCORDING TO EACH 4° R 399 `f ELEVATION. w. U F- 11-011 1 -0I, "CORAL-LIGHT" ORE UAL PRE-FINISHED O Q VAN ND, AIA AR 96399 - FOAM APPLICATIONS SHALL BE INSTALLED AS PER MANUFACTURER SPECS. TOP OF PLATE U.N.O. 0 o 13 METAL - PRE-CAST STONE APPLICATIONS, SHALL BE 'STONE CAST' FROM FOAM ¢ 5.2.18 ROOF FACTORY INC. OR EQUAL, AND INSTALLED AS PER MANUFACTURER SPECS. UJ Lu ice _ _ _ TOP OF PLATE TRIM WORK FINISHES SHALL WRAP ALL OPENINGS EXTENDING AT LEAST - - - - v1 m AT DORMER INTO THE UNDERSIDE OF THE OPENINGz JFMUOUOL� . 00 N 00 oo - a w N M H METAL WORK IN INTERIOR AND EXTERIOR RAILINGS AND APPLICATIONS TO a o a (4) T,\ _ BE FAUX WROUGHT IRON ALUMINUM. �.+ F" `- m o z FLASHING 12 L FLASHING �o cD H o m H (3) 5.2.W_ 2ND FIN. FL THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, ANY p A = 11J �� y HEEL HGT.FLOOR M m MISDESCRIPTION SHALL BE CLARIFIED BY THE ARCHITECT/DESIGNER. w - - - - - - - - - o z HEEL HGT. _ _ _ _ _ _Ll u _ _ _ _ _ _ _ _ _% _ _ _� _ _ _ _ _ _ _ �- _ - THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING WITH THE E3 Lu � O TOP OF PLAT _ _ _ _ _ _ _ _ _ _ _ _ _ _ `y - 1�OP OF PLATE _ >o SUB-CONTRACTOR/ MANUFACTURER AND THE ARCHITECT/DESIGNER IN ' o 0 w z --- - ----� _ _...:_... -__ 1 I °' WHICH ALL ARCHITECTURAL APPLICATIONS WILL BE COORDINATED AND _ _ . w o I 1 APPROVED PRIOR TO INSTALLATION. x e o 4" TRIM @ --- - ___._► I 5.2.18 a p Z - M� - ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING HEIGHT OF COACH O Q O o CORNERS o a A M•.� LIGHTS WITH TOLL BROTHERS P.M. w z A owcw � �' o I I = o o T, z L = - A 5 U Ln ¢ 5 ce a 5.2.18 i- ADDITIONAL ELEVATION NOTES : a UJce o _ I a t >- z bo ( 1 - PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH 7" HEEL A A _ ¢ w o o I 2 - ALL HIPS TO BE MANUFACTURED WITH A 1 1/2 OFFEST AT CORNERS a O ~ o FI4. FL. - - - _ FIN. FL. a oO _ ____ _._. LU LL. ..J -.. _ N ISP M_-' '- - 3 - ALL GABLE END TRUSSES TO BE MANUFACTURED WITH ANFq © ADDITIONAL 1/2" DROP Ai a °�-w 4 o a m A/C EQUIP. 3 U ® � SERVICE COURT �21 ¢ ce z0 5.2.18 TYP. � � 8 �10 Z o W 5.2.18 5.2.18 DRAWN BY zce m FRONT ELEVATION s.PROFFITr '~ SCALE: 1/4"= 1'-0" CLASSIC CHECKED BY F.MEZA = W o- SCALE � zW m ¢ > 22X34 = SCALE AS NOTED J J a 11X17 = 1/2 NOTED SCALE Lu c=n TYP. ROOFING PER o CONTRACT, TYP. SHEET DATE U O ce cn 10.21.15 o SHEET REVISION INFO LL 0 1 01 REV#120613 11-15-15 F.M. z no a z TOP OF PLATE _ _ _ _ _ _ _ - co w Lu = o w SET REVISION INFO 3 cn w O z _' _ TOP OF PLATE - - - _ __ _ - _ , - - - -- - TOP OF PLATE w ¢ AT DORMER AT DORMER C9 ce w z O > - ( w SHEET DESCRIPTION Ln Lu = z 2ND FIN. FL. _ _ - - - - - - - - - - - - - - - _ F E -�— - - FRONT SID - - - - - - Lu - ELEVATIONS � z � HEEL HGT. - - - - - - - - - - - i - - - - - - - - & NOTES w ¢ TOP OF PL TE --- - i -- .__ __ z z = o a, - - - ___ - - o _ ____. 1'- ' TYP. <o - - — _ Lu w = z - - _ W W.__..._ .. -_ _: ' PROJECT NAME vi MILL 4- Lu ce < om - I ATLANTIC BEACH Lu z ,l, � o -� - — 0 2 J - - 4 H E RITAG E Lu a = o w t�._ o Lu r Q I I DUVAL COUNTY z o = LOT/BLOCK 53 �- z o cn FIN. FL. I - - — ------ �. _.- _ -I 0 TBI NUMBER 53 zo _I_ - ---- - -- - - _ _ .. z ' O ` ' i ,,, MODEL M z ,_, t- . ANASTASIA cV ¢ OZ � E � � w j - 6 - 4LL TRIM @ t UJ o >- 4 CORNERSrn 3 C:) xLuoz 5.2..18 . 5.2.18 5.2.18 TYP. 8 10 ELEVATION NAME N w z C7 zW � o 8 10 5.2.18 5.2.18 � � � w 5.2.18 5.2.18 � CLASSIC Qw � ,�' > _ ,zU_, z 0 z Wim RIGRT ELEVATION ADDITIONAL NOTES AND SCHEDULES CAN BE Q SHEET NUMBER _ --- C> w �- 'l SCALE: 1/4"= 1L_oLL CLASSIC FOUND ON SHEET A5.2. 18. _ _ H zmv A5m18 W JZ -J V- II, J o o L� ASPHALT SHINGLE ROOF SYSTEM u� ¢ J ERIAL NUMBER 1010.1 ¢ Uro 0 TO THE BEST OF MT KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MDNINUM BUILDING ROOFING PER CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. -n z --IOcx 21 2015 CONTRACT, TYP. t-4 F4 @�w i l_49 ,, = H r"1117711 ------------------------------------------- N---------------------------------------------------------------- - -------------------------------------- R96 9 Cj �.J ---------------- -- -------- ------------ --- ----- ---- '''-- ----- _-'-- ---- ----- ----- ----- -� 1M -,,i ,C�f!.:' U O FRED A� --- --- OVAN�G. i�tND, AIA ------- --- *--------- --- ------------ --- ---------- 1 AR 96399 A 1 1. - - - - ! 3:12 3:12 M v_ 3:12 �- — > -- I I I 0 o M ETAL --; - --- - Z O L_________ _______1 o ROOF T 7__________________________________________________ ----------------------------------------------------------- < _________________________________ _______________________________L__J o , ., w 5.2.18 3 w TOP OF PLATE - - - - - - - - ----- a- oLu oc AT DORMER i 5.2.18 SIM. -' --------------------------------- ------- F7 � z owm (� 2 LA- d ago 5.2.18 ow ¢ H Lu i-LU ca o HEEL HGT. cv N O A I •-i I 0 0 = - - - - - - - - - - - - - - _ - - - �� RAISED HEEL U w $ - - - - - - - - - - - - - - - - - - - - 0 o z _ TOP OF PLATE - --- - _ j ` N 0 1 — N - FF s a� _ o > � (n T_41L cv '-! o 0 I W z ,-L n p� o W o ,-i - TYP. 1ED Lu 0x Q 1 1 I � o Z - wQ � n o - _ _ . ,--L o 00 - - _.___.- ... _._ o ---------------------------------------------------------------- ---------------------- -------------------------------------------------------------------------------------- w w - _ _. C:) a ,-i Z U o Q °° - . ..._ -- A .. UJ _ _..___._ —_.. _ __..._w _... _- ... -- L---------------------- -- -- - - Lu a rx W z w 1 o A 0 FIN, FL. a ® p U w �-.J r N r . _ ROOF SLOPE PLAN SLOPE: 5:12 U.N.O. = oQ � � ~ 0 0 6 3 SCALE: 1/8"= 1._OLL CLASSIC ohm 5.2.18 5.2.18 TYP. Boz 8 10 `socaC> C �2,185.2.18PROVIDE RIDGE VENTS, TOLL BROTHERS P.M. TO 5 Q � VERIFY LOCATIONS DRAWN BY z o REAR ELEVATION s.PROFFITT c o a SCALE: 1/4"= 1'-0" cLAsslc ROOF VENT CALCULATION : CHECKED BY = owc F.MEZA 3,693 s ft. CEILING AREA = 24.62 s ft. (REQUIRED) Cr z °U q 150 Q Q ) SCALE o ? 22X34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE �- ,Q ij w - Ln cn o ROOFING PER SHEET DATE w CONTRACT, TYP. 10.21.15 SHEET REVISION INFO W o>- zo 1 REV#120613 11-15-15 F.M. co U � wzvi z z TOP OF PLATE 1 Lu w r _ co Lu = o wSET REVISION INFO LU ce < w z Q > �LJ L — ot— w z uj w _.... _. - _ _:. __ - W:_. __ SHEET DESCRIPTION cn w L] z F=- z w 2ND FIN. FL. - - - - - - - - - - - - - - - - - - - - - - - - - - - yr R AND SIDE m Z HEEL HGT. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ELEVATIONS AND - - - - - - - - - - -- - - w a > o -1 - - - - _ HEEL HGT. Lam, TOP OF PLATE -- _ _ _Li - - =- - - - - - - - _ ---- _ _. -- - - TQP OF PLATE ROOF SLOPE PLAN z z s o - - _- - - - - -_ - - - - - - - - - v i ¢ 1'-0" TYP. Wo o — -- - _ - --_- -- —__ -- _ _. - --- --.._ mm _� ........_._-_�_ �. � I = PROJECT NAME - - -- � I ---_ --- _ ___._ __mm_.� �_. _ --- ___�_. .___ ___�_._.__ ___ -=_.______.____ �_ _ _ -�°_ I � - LANTIC BEA CH _L O - - -- ... .._..�.. .._.__...._- ---__:-.___.�_..-- � o -- CD - - J � H E RITAG E LU N W o w L- DUVAL COUNTY �, --- -- �. - ---- - _ LOT/BLOCK 53 E z z z w o ------_ z FIN. TBI NUMBER 53 o z - -'—' MODEL 0TT r, Q U) ce - - - - - ANASTASIA N cC o Z � I ~ d w � ui N w `,� z ¢ 5.2.18 5.2.18 5.2.8 A/C .EQUIP. 5.2.18 L7 '-' w u- TYP. SERVICE COURT ELEVATION NAME C:) w CLASSIC Lou Qw 'S � E o I z Z m LEFT E LE AT -O N SHEET NUMBER ADDITIONAL NOTES AND SCHEDULES CAN BE z ui SCALE: 1/4"= 1'-0" CLASSIC < o o FOUND ON SHEET A5.2.18 o-wcmw 1 18 J .z u- A5 , ■ rJ� oo �- o Q � � o ASPHALT SHINGLE ROOF SYSTEM w J ERIAL NUMBER 1010.1 i TO THE BEST OF MY WIOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. Ln CJ Oct 21 2015 C H 1X6 HEAD F47 �°. vi P� 1 E � ROOFING PERuj G. CONTRACT ON2 s O 7/16"SHEATHING 1X4 CASING SIDING PER ELEVATION 2X6 W/2"ROUND 2X4 SUBFASCIA - L--L VENT @ 24"O.C. 2X4 OUTLOOKER 963 9 w CLQ m / 8/8"CEMENTITIOUS 2X4 LEDGER FLASHING J METAL DRIP FLASHING SOFFIT r 1 X 2 CAP 2nd FIN.FLR. A 141 V METAL DRIP �Rj-D A� 1"x6"FASCIA FIN.FLR_ O VAN G. bA " ND, AIA Z 4 Ai -TRUSS u►rourj srsOrEM I 1' 2" AR 96399 � X4 FASCIA tOIERHAN Y ENGINEER X 2 CAP - 1X6TRIM 1X6TRIM -� WALL PER 1'4" X6 TRIM BOARD z 2X6 RAFTER TAIL @ '_4�� PLAN 1 X BLOCKING 1 X BLOCKING — - L--7 24"O.C. SIDING PER OVERHANG c 2X TER TAILS ELEVATION CAULK AS Q @ 24 O.C. NEEDED — -- SQUAR SHAKE SIDING M WALL PER EJ4 SILL , z� SIDING PER 4'TRIM @ CORNERS ' ,_ O L�-L w ELEVATION PLAN _ (TYPJ Lu tl1 u 0 d - 1X6APRON. m00 LL_ o *TAPERED a w N M p ~" 2 SQUARE a uj IIY p (I)EAVE DETAIL GABLE ND DETAIL 3 N N DETAIL 4 WINDOW DETAIL Q ., a H LU = Q SCALE 1/2"=1'-0" 5.2.1$ SCALE 1"=1'-0° SCALE 1"=1'-0" SCALE 1"=1'-0" > ui m 5.2,18 5.2.18 5.2,18 o Q H o w ~ 0 W o p O = SHEATHING r�iv $ p z = INSULATION AS � w ¢ 00 ED � z REQUIRED WATER RESISTIVE o 'y 0 Joe Z 2'-6" BARRIER o STUD o O > O ''-L w 0 —JOINT FLASHING x s'-0" ✓ ) �= AS REQUIRED E O E w a z 4q 2;" '� %� �. -1011a � 0 A Q = V q5° H NAIL PER 1'-ZIL W ZCA A Lu r :: MANUFACTURER 2" LOUVER ~ cC w Z 21 ® ❑ o a SPECIFICATIONS A : � n _ BRICK CAP a z ° �,., � PANEL � d UJ cl- �.. ��ti y LU _ FRONT VIEW ' z N FIN. FLR. a LU O LAP SIDING i° I a U CL 4 z'-s;" 3,., ? 4 TRIM _ — — SIDE VIEW FRONT VIEW 4 �� T. coNCRETE BRICK O �u Z w �_� FOUNDATION S UARE WWF o x SIDE VIEW I �� _ Q VENEER SIDING Lu LL J (� L ( 1 1/2"TRIMAF z z-¢ ;i O U- STARTER o 11-411 - 1° i _L 11-211 0 O J STRIP ,-L W o 5 B KET T E DET I L .L 1° 1'-8" 1° ce- U p SCALE 1"=1'-0" �5.2.18 1 '2OUTERMOST z o w SHAFT DIAM. ¢ � DRAWN BY � m 6 P D -DETAIL VENT D ETA L '� '� '� A s.PROFFITT z Z p 5.2.18 SCALE NTS"=1'-0" CHECKED BY O z SCALE 1 =1 -0 SCALE 1 =1 -0 ¢ 5.2.18 5.2.18 F.MEZA 2 w �M a M w SCALE m ¢ > 22X34 = SCALE AS NOTED 0 0 = 6" 3' 0" 11X17 = 1/2 NOTED SCALE LL w MIS {® o �R SHEET DATE I 0 d 2 �, wM � 9.2 _ _, �` N ` 10.21.15 SHEET REVISION INFO o O z - A5.2.18 SHINGLE ' i I m U o M SIDING i I MIS REV#120613 11-15-15 F.M. H w Z g 1"x4"TRIM 2..x4.. M z 1/2" SHEATHING I / 2 2X10 W Z � ) �Br\/,%CKET DETAIL >- m w I SCALE I"=1 -0" m J 4'x4'WOOD i 1x12 TRIM 5.2,18 1 POST 4"x4" POST i w p o CAP ABOVE. Q SET REVISION INFO = LL W Ml)t i 0-w w i w 1x2 TRIM INT' EXT. 1x4 FASCIA ¢ a ; 2X4 SUBFASCIA � � 2��x4�� I I � J z o > z A 2x6 RAFTER Q 1 %" COVE 2x4 OUTLOOKER O O } 2X4 LEDGER L �� 11_gIl 10" METAL DRIP SHEET DESCRIPTION Lu o �� 1 OVERHANG 1''x6" FASCIA EXTERIOR a o 2 41-511 2 (�S_ERVICE COURT E AI L (J;jS E Y C E .O U RT DETAIL 11-411 4" TRUSS LAYOUT ELEVATION ce LU 0 Q 5 -O 5.2.18 SCALE 1"=1'-0" �.2. SCALE 1"=1'-0" DETAILS BY ENGINEER M z = z - w c!� J ¢ I�I VIEW 1X4 TRIM BOARD W o Ul z PLA DECORATIVE PROJECT NAME W Q z 1 �" HALF 6 PANEL ATLANTIC BEACH Lu z w ROUND ; 1x4 TRIM SIN HERITAGE � 9,1 WALL PER 1X4 TRIM BOARD u.jo w 9.1 LAP SIDING �21 LAP SIDING , PLAN z o w � A5.2.18 4" TRIM 4"x4" 4" TRIM = c) BRACKET DUVAL COUNTY LU H POST r', 1_o TRIM BOARD LOT/BLOCK 53 E OVERHANG TBI NUMBER 53 Lp z O �" °O SIDING PER �i zw � Q - - _ O cry q o ,-L o ELEVATION z _ - w ¢ - M - - - ANASTASIA F- a �. o _ 8 01 Lu O g w N w ,� z ¢ ELEVATION NAME Q P--4 UJ U z 0- o 4"x4" o BRICK PAVERS —`{ ��; N CLASSIC cn � w POST 4 TRIM W a� w SIZED TO MATCH (,n E V � '� FOOTING HALF WINDOW WIDTH > z 0 N10 > z _ �, 4 TRIM A B (PER STRUCTURAL) �_ - Z SHEET NUMBER a 0 F- z Z U+ ' �c3e ca M n= TO THE BEST OF W KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MIME UM BALDING ` CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. Ln O Oct, 21 2015 OF F 490 Z o LU x o GC " ca � 96 9 a R E G 2. ... _ t � EDA _. a DVAN ,ND, AIA "^e AR 96399 22 -w - fLn 0 zDIkn ANT BARRIER x F- I w � F 11 qQ U) w o PRE-ENGINEERED a BEDROOM 4 �� cC z TRUSSES DESIGNED ` . o w o Z 5T : SEE SHEET A3.N FOR BY TRUSS MANUFACTURER �' W N o f- INSULATION SCHEDULE k ~a a Lu ice o a Lu QFa _. W > H � A w Lu 0 D w W S Z _ h PRE-ENGINEERED TRUSSES v� Lu DESIGNED BY TRUSS MANUFACTURER tpce Lnd jwz o w O x Lu Ln z COVERED Lu Q p _ FOYER HALL GREAT COVERED a W o ENTRY ROOM LANAI U cii Q 5 Luacn _ a Au W Q� o a z w FIN. T--F - -FL. -------------------------------------------------------_-.--------- .-- - o a D777 o7i, E a LU LL J N O ce O a J Lu 0 Z ooh rA a � � BUI ING UCT ON DRAWN BY c5 m �I. 18 SCALE 1/4 -1 0 CLASSIC S.PROFFITT o z CHECKED BY C' `t = F.M EZA W a. m a Lu SCALE 22X34 SCALE AS NOTED 0 0 = 11X17 = 1/2 NOTED SCALE U- V) o SHEET DATE ice tr �j 10.21.15 i oSHEET REVISION INFO m o 1 REV#12061311-15-15 F.M. ~ w z vi PRE-ENGINEERED TRUSSES RADIANT BARRIER o o z zZ DESIGNED BY TRUSS MANUFACTURER � L� Lu cn Lu mm � _. [� { z = o w ilSET REVISION INFO `n w v' * 18 RISERS @ 7 5/8" LU w z 16 TREADS ce ce w m 42" HIGH HALF WALL 1 LANDING z _ E W ACTUAL STAIR �d w z cn ' RISERS TO BE SHEET DESCRIPTION Lu En VERIFIED BY BUILDING (n Lu - 36" HIGH CONTINUOUS CONTRACTOR z w BEDROOM 4 BATH 3 ; LOFT wooD HAND RAILING IN THE FIELD. ce SECTIONS & `_ > ,, 3 SECOND FINISHED FLOOR STAIR SECTION Ln LUh—L w = v4i LANDING W o cn zo FIN SHED FLOOR PROJECT NAME Ln ' CLG. HT. -- - ATLANTIC BEACH Lu w o � - 1H HERITAGE QOSING H w H ,I z o W OURM T s CREAT I_ 10„ DUVAL COUNTY ._L x o KITCHE �_� ROOM RETREAT ' cn z E- °° LOT/BLOCK 53 0 — s- TREAD TBI NUMBER 53 s RI SER d- z w_ , Q_ MODEL vQi o z °c - -- - -----'=- -- �� --- --- _ FINISH FLOOR 0 1 ¢ ------------------------ --------------------------------------- I- Lu ----- ---- - -- - -- ---- ------- A N . .r . . .. . : . . : AST IA w o >- - LOCK o CARRIAGE —THRUST B R.- N W LL Z Q CABINETRY & NAILE ELEVATION NAME w LL APPLIANCES ARE SHOWN L `rd a o OR REFERENCE ONLY WCLA ssic > z = 0 W z SHEET NUMBER En ce m B BUI LN EC 0 C STAIR ECTION < -o rn p SCALE 1/4 =1 -0 CLASSIC SCALE 1/4 =1 -0 ALL _ o = A7. 18 A7.18 ozJ � A7 , 18 w J o o av � o J U-- ERIAL NUMBER 1010.1 III 0 i TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON'THIS DIFFUSER LEGEND DRAWING CONFECT WITH THEEOFCERTIFICATION APPLICABLE MINIMUM BELOW.BUILDING � Z CODE IN EFFECT AS�DATE OF CERflFICATION BEIAW, N F� Oclt,_34 2015 OF F rPE - � U= SUPPLY RETURN ® EXHAUST FAN G. oRt�y�, Q9 � m x J 96 O Oq inn O ,FRED A� OVAN G PiOND, AIA AR 96399 2r- LL- F ¢ 1.4N o V) = BREAKFAST ® f � Wo AREA GOURMET W J KITCHEN BEDROOM 5 0000 a ?�Lu Z mow ¢ F, DINING H o ROOM o A Lu = Lu ~ w Z = COVERED0. s D 3 oo ' uj LANAI tp � O > O - w w 0 COVERED a o z HALL FOYER a o Wo T. ENTRY w A � wZ f- 10 X10H - - AIR JUMPER _ A Luiz o — x o 00LU LL_ _ GREAT o E = o ¢ RO M _ wN cC7T-c i_ 0 >0-- o L U oV Q. J - - - - m aC r-i LAUNDRY VN Quo � -- - - _ IoW _ - - - DRAWN BY ` - - TWO CAR m GARAGE S.PROFFITT zZo MASTER � T - - - � _ W Q BEDROOM W.I.C. ` ` ® CHECKED BY Lu ® F.MEZA N o >- m ¢ ui LLL - _ SCALE J 0 J ''" BATH Z 22X34 = SCALE AS NOTED Lu c¢=n - - - AHU #1 11X17 = 1/2 NOTED SCALE UL d o v� N o SHEET DATE Lu 10.21,15 C) o z SHEET REVISION INFO _ Z REV#120613 11-15-15 F.M. o MASTER _ � Z0 ® BEDROOM 2 BATH LU z BEDROOM 3 _ RETREAT Lu N w zLU W.I.C. ® SET REVISION INFO ova � z Lu z a m _ w w - Z p > e� O CCZU � Lu w zo SHEET DESCRIPTION z W ; FIRST FLOOR m 9 o A/C COMP.#2 A/C COMP.#1 ¢ w o DIFFUSER LAYOUT Lu . > V wcZa � z W J Lw = cn z � ui cn PROJECT NAME W z Z ATLANTIC BEACH O p w ui c[ o w HERITAGE U) UJ o 0 "'o ui ~ DUVAL COUNTY o LOT w Q zooms /BLOCK 53 z z zo TBI NUMBER 53 0 0 N a o MODEL zceUJ 0 � ANA UJ WTA SIA iz S N L U W FIRST FLOOR DIFFUS_E_.R LAYOUT ELEVATION NAME L aLU o SCALE: 1/4 V-0° CLASSIC ~ CLASSIC w a = � ~ ui Ln o w Lo, z u°; SHEET NUMBER 0 = cn < En .0 Qb � 3-� ozm � JooM 1 s FOR REFERENCE ONLY t:o < upo J ERIAL NUMBER 1010.1 to j DIFFUSER LEGEND TO THE BEST OF LI KNOWLEDGE THE DESIGN DEPICTED IL I THIS Q DRAWING COMPLIES W1TF1THE APPLICABLE MINIMUM BUILDING. N CODE 1N EFFECT AS OF DATE OF CERTIFICATION BELOW. Oct 2� 2015 tro uj SUPPLY r-zz:Zl RETURN a � ® EXHAUST FAN 00 V N �{ RFp pR OVAND,AIA zu- r-- ------------------------------------------- y a I T------------------------------------ AR 96399 ------ ------------------------------------- �1-4 ►V/ � I I L-_J Z (n W I i VW W O ----------------- -------�__-___._________--_-____- ..... ____. ... -_. / - --------------_--_--- �/ :_ -:-----------------------------------CID ------ d Li. .._ _______________________ ----%� I i W I I Q _ _ -_- LL- CA W I h d I N y Z ---------------------------------------------------- r0 I 1 W M t ✓c '-� m 77 Ro LdW j ------ I ®O Woo 0 0 2 I I i H w z = F-- q Q Z WI I I i W g j •) �/ ® h O BEDROOM 4 o I I I J W Z i Jill,I I IQ `..' a I I I WW aL-------------- ------------Ce cUui ¢W W Q WIZ q z - - a A w = Q WIC I a � P !CJ I x A LU ------------------------------------------- 0 J ,31 uj W a ca ce HALL - - - - 3 CeL) z I BATH < oG a i - - Z a w ® - - - - z m - - L--------, DRAWN BY r, Z p -- -- cn azc - - i - — — S.PROFFITT = ce a CHECKED BY C z W ; I F.MEZA ra ¢ J � � -__ -_-=_ ___ I SCALE ooa w 22X34 = SCALE AS NOTED 0 0ce LO 11X17 = 1J2 NOTED SCALE FT d0 Lu o /ROOF BELOW SHEET DATE a z 10.21.15 SHEET REV Lu o � ISION INFO j o w z 01 REV#120613 11-15-15 F.M. ¢ c� ins ca uj J I ----------z LU ---------------- W I ov� — = W �z{ SET REVISION INFO Q cn �- L------ ------------------ ce Lu ----------------------- -- ------------------------------------------- -------------------J ------------------- � � wtn W SHEET DESCRIPTION � zw � m � � z SECOND FLOOR o ¢ W o i Z z= o DIFFUSER LAYOUT z J ¢ Lu W ¢ U) a W a c ¢ c� z Ly z W PROJECT NAME a ATLANTIC BEACH 0 � U � ¢ moo = H E RITAG E M zoW � U z DUVAL COUNTY N Q Z a to LOT BLOCK 53 a TBI NUMBER 53 Om z W F-T ¢ ¢ rn U) Ln ce w > MODEL "' in woz z � Wo SECOND FLOOR DIFFUSER LAYOUT _. A NASTASIA - MW SCALE. 1/4"= 1 -0 � w CLASSIC ELEVATION NAME w CLASSIC j a� ¢ w , O ujH- UI- Z .Z = Z Z V / U � ce m -p W LU o = Z f- SHEET NUMBER 4 WLij � LLjV Co LU LI- J 0 O ��j FOR REFERENCE ONLY t M2 , 18w J ERIAL NUMBER 1010.1 TO THE BFST OF MT KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. Oct 2015 Ln N O fZL co��. Ln CC G : CEJ lu96 9x GC 0 0 OV9114PtSND, AIA U F— AR 96399 ZLL- 0 Z zoHB FOR HOOD `� cn VENT Ln z tow - - - - -- - o � � - - _ - 1 s A - OPTS GFI _ GFI -_ GFR e _ GFI00kn ....--- - I °° Ob C-4 cn m ... a w = I LL. ,_�__,_ � �,, a E.., -Z � � � GOURMET-0— BEDROOM 5 '� � H � w Q To DISI KITCHEN o U A w woo = � �- � � / �� F 00 r-, FOR / a to 0 o Lu z o� GFI GFI GFI \ DINING i Z 1 BREAKFAST GFI - , ROOM w•y Lu � � I AREA 1 I oLL>, o "�_- -`—" CHIMES a o Z W o - , PANTRY0 o rzo Lu ¢ o �`\ PENDANT L.GHT \'� \� 3 �P s a w z �--� x COVERED \; PRE-WIRE �. - DOORBELL q Lu o ®sD�co _��, A ULLJ � Q �1 LANAI � � ---- ---�� / _� , _ _ _- u W COVEREDa W tn °; _ MIN. BTT AB SYSTEM DO MR, - FOYER ENTRY s o A o z w GREAT — _ SECURITY S 0 0 0 \ \ ROOM w u- -J \ ---- - o c GFI 0 ❑TV 4� i . a wO � 0 0 SD/CO / -� - - GFI \ \ DRAWN BY z SD /;� -� - - - - - LAUNDRY \ \ S.PROFFITT �� _,/ - - - GFI - t.� _ WP �- \ _ �, CHECKED BY 3 UNDER _ GFI F.MEZA .. \ STAIRS - AHU #1 ATTIC ACCESS Lu / - — E- -- W/ LIGHT & SCALE o - - SWITCH 22X34 - SCALE AS NOTED m Q > MASTER / 11X17 = 1/2 NOTED SCALE o J BEDROOM i C� - - SHEET DATE Dox i II � i� rvic� ' BATH 2 '_ , " ! / / 10.21.15 uvi o � W.I.C. Sp '' 0 5D/C0 REVISION INFO u, - SHEET S a $ ❑ o ATTIC - / / i \ OPT. 1 REV#12061311-15-15 F.M. a o o - ACCESS W/ = m GFI GFI LIGHT & / /-�" /" 0 o u� I SWTCH \ G.D.O. LU mm � � VP _" � J / OPT► \� GFI -----_� - _ NOPT. ] O WP WATER TWO CAR / SET REVISION INFO Lu = © w MASTER / / I SOFTENER W \ BEDROOM 3 LOOP GARAGE !� LU BATH BEDROOM' RETREAT SURFACE MOUNTED FOR °C g >- \ / / GFI 400 AMP ELECTRICAL IRRIGATION C�oac w �. �_ W W.I.C. / PANEL W/ SURGE 3 TI M z o > _ ___ E PTY CONDUIT TO 2 o ,. GFI ` / SUPPRESSION � WP GANG "J" BOX W/_BLANK -GFI OPT SYSTEM __ SHEET DESCRIPTION PT. ---- --- PLATE IN GARAGE__ _ - z x GFI - -- _ ---- w z - _ FIR v�iwoz - -- ------ (n — - -- 4 �GFI HB z w o E.M. WP Lu � ELECTRICAL � � Z LAYOUT LU oa o Lu •> U LucLn Za Z A/C COMP, #2 A/C COMP. 41 En �, �c PROJECT NAME wNet � ao � z o ATLANTIC BEACH ce H E RITAG E Lu v o w DUVAL COUNTY o Ln w E LOT/BLOCK 53 z � d TBI NUMBER 53 g z o z MODEL 0 o �i � o Z w O Q ANASTASIA N W Ln r, w o ELEVATION NAME N w U- Z a FIRST FLOOR ELECTRICAL LAYOUT (D 0 w w CLASSIC z o 1 4 - l'-O" CLASSIC SCALE. / �W WW FOR REFERENCE ONLY o t" z o Z SHEET NUMBER o Z LOU S m > Z �;o o FECAN IONAL NOTES, DETAILS & SCHEDULES En Qb � E1 , 18 H pwoow Z J � E FOUND ON THE EN u� J Z J w J ERIAL NUMBER 1010.1 wooer c,( QVI- O TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFEM AS OF DATE OF CERTIFICATION BELOW. Cl Oct ZI201,5 OF CaF—J= G. �1y1�� H i C m 96 9 A 0 0t U 0 A Gl MMOND,AIA AR 96399 I Z Li L--+ o p Z Q i Z (n w W --Ji --------------------------------------------------------------------------------------------------------------- ind � a � I lo� Z C) w 00 ---------------------------------- I r�,�• W cn ------- +----- - ------------------------ 7-------------------------------------------------------------------- a wa z i ------------------ -------------------- Q� v PR LU 2 m �•� 0 o �- �^ ' OP► A Q® Lu W g o Q I ------------------i--------------------------------------------------- < ----------------------------------- - /' ---------------------------------------------------------------------� h ------------ 7 W o i R LaW o BEDROOM 4 J W Z j j � W � I I I r--i ® v J I I r/] IM W Q i i I J i F�•1 OPT. wQzo ; / I I I a U i i I /�� r---I-- -- J L--J � Lu cC w Z I I I Z LuQ --- I------------------------------------------------- / / / ----------------------------------------------- I A !--I U Ln I I I I ce d L----------- / L--_j ��,. -------------------I a SAI w d ; / r4En w o 0 0 0 j L----- a W LL I SD I N ~ , TO— In- uj c) J SWITCH= CQ W o u, SD/CO BELOyIt- � U Z - ® / r p O a BATH 3 = --_ DRAWN BY . cCw Ll- o HALL ' = S.PROFFITT O Z CHECKED.BY I Lu - F.MfZA � - w _ - - SCALE m a _ 22X34 = SCALE AS NOTED _J 11X17 = 1/2 NOTED SCALE w SHEET DATE -o � cn o I - � � 10.21.15 o ; SHEET REVISION INFO UJ m o ; J 1 REV#120613 11-15-15 F.M. W z cri ®OPT. LOFT /ROOF BELOW z cn O (� ¢ tet'-nom I I � m m W W Q p p I z p SET REVISION INFO Z _j = w U N Q g � >- ----------------- ------------------------ ------------------------------------------------------------------- C7cCwZ Z p O U) I i w Ln i SHEET DESCRIPTION Lu --------------------------------------------------------------------------------------------------- SECOND FLOOR UJ 0 Lu m ELECTRICAL Z w `t> � W z LAYOUT U) nda Lu Ln p PROJECT NAME ce < ATLANTIC BEACH in © o � w Lu = p H E RITAG E QUow Lu z o w DUVAL COUNTY tO n z P LOT/BLOCK 53 'd' z o z TBI NUMBER 53 gZ � z a U) Z o Q 'I MODEL Ln a w ¢ ANASTASIA N LZ i In 00 �--� Z Lu p SECOND FLOOR ELECTRLCAL LAYOUT .--� W �-- � ELEVATION NAME SCALE: 1/4T'= 1L-0LL CLASSIC I— CLASSIC to Lou �RwtW FOR REFERENCE ONLY 0 z = � z W o Z SHEET NUMBER � ;pz = � Q c� o = -T- < a� � uj WP-1 7Z m w FECAN IONAL NOTES, DETAILS & SCHEDULESE2 , 18 W J Z J o o LL E FOUND ON THE EN SHEET. a ¢ uE-- o J ERIAL NUMBER 1010.1 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS ELECTRICALSYMBOLS LEGEND DMWIDECOMMffi SOFTNTEOFCCERTIFCATION BELOW.CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. ,Lo-I Z Ock 42 2015 SINGLE RECEPTACLE OF F4 w DUPLEX RECEPTACLE 3 z Q ® 240V RECEPTACLE tie SWITCHED RECEPTACLE 96 9 a. � v ��. 0 0 QUADRAPLEX RECEPTACLE FR R� SINGLE FLOOR RECEPTACLE EDA OVAN�Ci.'"u ; 1rl7ND, AIA F] DUPLEX FLOOR RECEPTACLE AR 96399 F] SWITCHED FLOOR RECEPTACLE z o 9 QUADRAPLEX FLOOR RECEPTACLE oZ Z p GFI GROUND FAULT INTERRUPTER z w WP WEATHERPROOF GROUND 19 Lu EP ELECTRIC PANEL El Lu 0 21- oe z m VP VAPOR PROOF v� p w J ® RECESS INCAND. (EYEBALL) FIXTURE 00 1 Oo N 0 � o SINGLE FLOOD - WALL MOUNTED � a w N M w oc ~ 42 w _ ¢� DOUBLE FLOOD - WALL MOUNTED Q o o o g SINGLE FLOOD - SOFFIT MOUNTED A o p = DOUBLE FLOOD - SOFFIT MOUNTEDz 5u u S o o o HANGING / PENDANT - CEILING HUNGLu ® o N Lu w z {,} INCANDESCENT FIXTURE - CEILING MOUNTED w o {�- INCANDESCENT FIXTURE - WALL MOUNTED x S o� z F RECESSED HIGH HATLu 0 24 2 FT UNDER CABINET FLUOR. FIXTURE '4 Lu U L 3� 3 FT UNDER CABINET FLUOR. FIXTURE A Z Lu z 4�14 FT UNDER CABINET FLUOR. FIXTURE a A a STRIP LIGHT 0a z 12x24 FLUOR. FIXTURE O A = Q 0 12x36 FLUOR. FIXTURE x c Lu o D 10 12x48 FLUOR. FIXTURE a ° 04 N w z 0 2448 FLUOR. FIXTUREEl p SS EXHAUST FAN at LU oU Qom EXHAUST FAN w/ LIGHT INLu C) o g'M' ELECTRIC CO. METER a a Llj G.M. GAS CO. METER DRAWN BY UJ z " °° SD/CO SMOKE DETECTOR/ CARBON MONOXIDE DETECTOR S.PROFFITT U a s� SMOKE DETECTOR CHECKED BY F.MEZA SINGLE POLE SWITCH z Lu3 3 WAY SWITCH SCALE `_° o J � 4 WAY SWITCH 22X34 = SCALE AS NOTED o _ $ DIMMER SWITCH 11X17 = 1/2 NOTED SCALE 0 0 4 PUSHBUTTON SHEET DATE d 0 L= DISCONNECT SWITCH a o JUNCTION BOX 10.21.15 o z TV JACK SHEET REVISION INFO Lu 0 m V PHONE JACK- PREWIRE ONLY 1 REV#120613 11-15-15 F.M. I, z v o (j) THERMOSTAT a = z O PHOTOCELL SOFFIT MOUNT m m w `~'-� 4` Q PHOTOCELL - WALL MOUNT J w a o q ® ELECTRICAL PANEL SET REVISION INFO '-n w SP SPEAKER WIRE FROM TOP OF WALL uj Lu z 4 KEYPAD Q m ® CHIMES zLu o o E_===� STRUCTURED PANEL (a.k.a. SMART BOX, LnW o COMMUNICATIONS BOX MEDIA BOX, HOME DIRECTORY) ,z z INT. INTERCOM SHEET DESCRIPTION W o ELECTRICALLu j Z SCHEDULES < LUFOR REFERENCE ONLY Z - > z = o AND NOTES n2 --jQ ce o o PROJECT NAME Lu eV cLn o W z w ATLANTIC BEACH W = o HERITAGE W o v ~ DUVAL COUNTY z OW z LOT/BLOCK 53 N `zS z z TBI NUMBER 53 Nr z b ozMODEL {c N a rn ce Lu Q ANASTASIA oLu Woz N w i z a ELEVATION NAME (D ~ Wu- ALL z L � No W uj - a w o :� �- ~ Z w ` e° SHEET NUMBER Lu cv ;� Z = rj i viC) F-(uEN� Z w tJ 2 S 1 F— � wcow F-4 Z J H o aupo J SERIAL NUMBER 1010.1 70 THE RET OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM[RU DING DAT CODE IN EFFECT AS OF E OF CERTIFICATION BELOW. Ln --1 Z N f. w TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING OF F aU= �� = f- 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE tA m BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS FOLD UP WEATHER HEAD FLASHING TIE-IN MECHANICALLY FASTEN AS WEATHER FOLD UPWEATHER RESISTIVE BARRIER & " 0 97 J 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE TEMPORARILY SECURE INSTRUCTIONS: NECESSARY IN CORNERS RESISTIVE RESISTIVE BARRIER & �° 963 o HEADER TO ALLOW FOR FLASHING INSTALLATION '� THROUGH FLASHING BARRIER TEMPORARILY SECURE rsT_=s ti j P 1. CUT, FOLD UP &TEMPORARILY 4, INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE SECUR WEATHER RESISTIVE WEATHER ovAnr y M ' o,AIA BARRIER ,, BARRIER ABOVE HEADER TO RESISTIVE EXTERIOR Z w ALLOW FOR FLASHING BARRIER SHEATHING 1. PROVID ONTINUOUS '-' 0 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD INSTALLATION LIQUID A D FLASHING z Z FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE WEATHER TAPE 6 SILL PAN TO THE OR FACE OF ¢ o RESISTIVE 2. INSTAL HEAD FLASHING UNDER 2 THE MA Y OPENING BARRIER WEATHER RESISTIVE BARRIER (SILL, , AND HEAD) 0 i 1 � (ASSEMBLED 1 a� Lu cc 3. FOLD FATHER RESISTIVE T WINDOW -n 2. SE L JOINTS OF = Lu 0a i 0 SILL PAN BARRIER BACK OVER HEAD ) 2 MAS WITH v� Cie z O FLASHING AND SEAL WITH TAPE CO OUS SEALANT. wl 0 o 0 J `' 2 W oo N 0 c c FLASHING Lu e ; ; a DO NOT FLASH LU _ ¢ CORNER OVER BOTTOM F" w ~ j - PATCH NAILING FLANGE A d w ^ _ w Lu o c 0Ox 2 ® 00 O Q NOTES • Lu 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE N _ J W z a;: (MIN. 6" WIDE). CONFORMING TO AAMA 771-07 o > o FLASHING 8 4 FLASHING x w o 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF a O Z 0 I WINDOW SILL PLATE. w ¢ 5 1 I-1 A o NOTES: 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. w Z A Ce w z i 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) A U o ¢ CONFORMING TO HAMA 711-07 4, INS ALL FLASHING AND WEATHER RESISTIVE WINDOW 2 S TO BE INSTALLED Lu cez i BAR IER TO FORM WATER SHEDDING LAPS. PER AAMA 100-07 a a A a 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS � x ¢ � 3. MECHANICALLY FASTEN AS NECESSARY f- oc PRE-CAST SILL Q W TYPICAL SLIDING GLASS DOOR FLASHIN DETAIL �_2 TYPIWINDOW= o . EXT 1 �.7ECAL FLASHING DETAIL NOTE: CLEAN OFF ~ D3 N.T.S. _ (EXT-1) D3 N.T.S. (EXT-2) ANY DEBRIS a w OPTION A BEFORE APPLYING 0 0 m STUCCO RAKE JOINT AT WINDOW ANY SEALANTS. UJ o z TERIOR PERIMETER CAULKING 0 o L 61L FLASHING / /. W TO BE SECURED DIRECTLY WINDOWS TO BE INSTALLED CONT. DRIP EDGE T TRUCTURE AS DESCRIBED PER AAMA 200-12 DRAWN BY Z w i � , ¢ Lc w CANT STRIP �j�/', ON T APPROVAL M. STRICKLAND c..i w m ACROSS DOOR HEAD � ,/� z o TO DIVERT RAIN / ', WALL PER PLAN ro ¢ SILL PLATE �' � i� I�j� WALL PER PLAN WALL AS CHECKED BY W oc = REQUIRED }} 0. SWAFFORD _ d777 o >- " � -- - --- SCALE m ¢ > SEE NOTE #2 J, RAIN DRIP J 1" EXTERIOR REGLET �� //�� 22 X 34 = SCALE AS NOTED i �/ 3. INSTALL BUCK. PROVIDE 11X17 = 1/2 NOTED SCALE oma ¢ DOOR - - vi WALL SHEATHING ' LIQUID APPLIED FLASHING to cn WITH WEATHER EXTERIOR OR CONTINUOUS SEALANT o RESISTIVE BARRIER ' WINDOW ;, P.T. WOOD BUCK SET IN CONTINUOUS BEAD OF TO MASONRY SIDE OF SHEET DATE Lu INTERIOR PERIMETER CAULKING BUCK PRIOR TO 0 0 SEALANT AS DESCRIBED �� INSTALLATION. cc � NOTES: ON PRODUCT APPROVAL SHEET REVISION INFO W0 0 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) NOTE: DRYWALL 4. SEAL ALL JOINTS (BUCK m u CONFORMING TO AAMA 711-07 TO BUCK AND BUCK TO x THIS DETAIL ONLY APPLIES AT EXTERIOR NOTE: MASONRY) WITH ~ w z vi DOORS THAT HAVE NO IMMEDIATE OVERHANGS cn o 2. INSTALL SILL FLASHING AS SHOWN ABOVE WINDOW BUCKS ARE T HULKED CONTINUOUS SEALANT. ABOVE THEM AND DOORS THAT HAVE A SECOND TO WALL & WINDOW F CAULKED ``� w z z STORY WALL ABOVE THEM. m m w 's 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS AT INTERIOR AND E R PERIMETER 5. PROVIDE A LIQUID o APPLIED FLASHING OR Lu ¢ SELF-ADHERING FLASHING M x o i TO BUCK (INTERIOR FACE SET REVISION INFO o e _ WATERPROOFING AT EXTERIOR DOOR EXTERIOR WINDOW CAL WINDOW TO REMAIN UNSEALED), ce �t Q_ oc °}° EXT-5 EXTERIOR OPENING O R BEAM EXT-6 HEAD DRIP DETAIL EXT-7 HEAD DRIP DETAIL EXT_$ MB SEALANT DET 6. INSTALL WINDOW. 0 W w z 3 PROVIDE A CONTINUOUS o o D3 N.T.S. (EXT-5) D3 N.T.S. (EXT-6) D3 N.T.S. (EXT-7) D3 T.S. (EXT-8) SEALANT TO ALL FLANGES oF- w x , OF WINDOW EXCEPT AT w �� SILL (PROVIDE 2" MIN GAP SHEET DESCRIPTION Lu w zo 5 EACH END). Z W STANDARD 0 4 7. PROVIDE CONTINUOUS NOTES & DETAILS m w a z SEALANT AT INTERIOR AND w ¢ > UCU EXTERIOR. REFER TO N J ¢ K. - STUCCO ON 8" CONC BLOCK WALL PT WD BUCK AAMA STANDARDS FOR Ln W/ (1) #5 W/ #5 IN GROUT FILLED CELL W/ INSTALLATION STEPS. a w = z . 30" OVERLAP. ALTERNATE —DRILL & EPDXY #4 @ 18" O.C. PRE-CAST SILLa- 0 PROJECT NAME Lu �? IRECTION (SEE CHART & BEND DOWN INTO STAIR. cn 0 0 w - CONC. STAIRS WALL PER PLAN NOTE: CLEAN OFF SECONDARY POUR '/ / ;f;,`, ANY DEBRIS w v W _ ;- SITE 'Ji // / /�� ' BEFORE APPLYING ¢ o x H i _ �� ' � i ANY SEALANTS. HEIGHT FOUNDATION FTG. REINF. q / z o w , SIZE (W x D) SPACING -71 _ ' x• ��/, % . /. w O T n T u I n I u RS. WIN S TO BE IN TALLED LOT/BLOCK cn Z ,� 01-011 to 4 -0 2 -0 x 1 -4 (3) #5 s CONT. 56 o.c. #5 z o o , 4'-1" to 6'-0" 3'-0"x 1'-4" (4) #5's CONT. 48"o.c. FOOTING @ 4 200-12 TBI NUMBER g • z Zo n f - BEND #5 2'-0" INTO SL � i'-o° MIN. v 0 6' 1" to 8'-0" 4' 0"x 1' 4" (4) #5's CONT, 32"o.c• (TYP.) 6" 5"x5" METAL FLASHING STEP OR MODEL w/TAR BETWEEN CONTINUOUS L w Q GRADE GRADE ` FLASHING AND SHINGLES FLASHING ALL Lu RUN KICKOUT �_ —m i II Lu Z LU u- - � ;,i � � �- i � � i FLASHING 6 PAST �. ELEVATION NAME cD v w u- 0% _ i � . �� I < EDGE OF ROOF ROOF PER PLAN Z w [ o PAVERS AT LANAI -t-=--- �- �s- ----:--.-------- d u E Loui AREAS, TYP. ALL Lu -----�_---. TYP. FTG. EXTEND TYP. FTG @ j z o " WIDTH, SEE STAIRS & PROVIDE r. -10 "' IZE AND DETAIL FND-3B #4@ 18" O.C. E.W. Lu ( m INFORCEMENT INFO TYPICAL ROO SHEET NUMBER o z w TYPICAL CMU W -9 PRIVACY WALL (STEM ) EXT-10 CONCRETE STAIRS ow GRADE T-11 WALL FLASHING DETAI _w wEX EXT 4 WIND W F m0 LASHING DETAILD3 '-' Z J '-' D3 SCALE: 3/4" = 1'-O" (EXT-9) D3 SCALE: 3/4"=1'-0" (EXT-10) D3 N.T.S. (EXT-11) D3 N.T.S. (EXT-4) O O F:s '� u �- o ERIAL NUMBER 1009 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS A Lr) �.. ROOFING PER CONTRACT ON (2) DRAWING COMPLIES WrrH THE APPLICABLE MINIMUM BUILDING , N ? LAYERS OF 7/16" SHEATHING CODEINUna ASDFDATE DFCERTIFICATION BELOW. (CONTRACTOR TO PROVIDE PRODUCTS of F�o w - APPROVAL FOR ROOFING SYSTEM) SEE PLAN temce 2X6W/ 2" DIA. - _� ROUND VENT @ '. R9 <:99 0 0 24" O.C. METAL DRIP CARIBBEAN CLASSIC COASTAL SHINGLE EDGE " °VANG.AR9 M OND, AIA zw 1X4 FASCIA ~ o Z z --CEILING INSULATION SOFFIT LEGEND N.T.S. SEE ENERGY CALCS. z (n w 2X6 RAFTER TAIL ( ) TT RIGID GYPSUM BOARD Q g = @ 24" O.C. 5u ce z m 3/8" CEMENTITIOUS DBL. 2x SYP. WD. o w SOFFIT TOP PLATE v� pq o Lu FINISH MATERIAL ` 2x SYP, #2 WD. STUDS w M d i,� 1s �N-. N J w ¢ PER ELEVATION . e cc3 @ 16 O.C. TYP. WALL INSULATION > E- o 1X6HEADTRIM F+ Lu o (SEE ENERGY CALCS.) 0 rn 0= 2x SYP. #2 WD. HEADER A z = N o © -SEE SCHEDULE00 g I? o >. Lu Z BACKER ROD { SCHEDULED WINDOW � o 0 > AND SEALANT ( ) FA Lu o > o WINDOW ATTACHMENT o Z 5/4" SILL COMPLIANT W/ FBC-R Lu = S 2x SYP. #2 WD. STUDS @ a O Z ¢w 0 1 X 6 APRON A O U o ¢ EXTERIOR STRUCTURAL 16" O.C., TYP. z A cz SHEATHING AS REQUIRED WALL INSULATION o BY FRAMING DETAILS (SEE ENERGY CALCS) a a A w �- z ,Z WATER RESISTANT BARRIER (2 LAYERS REQUIRED) CONNECT WALL PER x O opo POLYETHYLENE HOUSE WRAP FRAMING DETAILS a O Lu " J OR APPROVED E UAL SYSTEM _ p Q Q FINISHED BASE MOULDING a N 0 0 2x SILL PLATE '� ® �' a o J 2x RIBBON FASTENED 3/4 GYPCRETE (OPTIONAL) TOP OF o M m TO FLOOR TRUSSES PER 3/4" THK. T&G SUBFLOOR FLOOR o z TRUSS ENGINEERINGce TRUSS `r a ROOFING PER CONTRACT ON (2) z Lu LAYERS OF 7/16" SHEATHING (CONTRACTOR TO PROVIDE PRODUCT L,J DRAWN BY z �- u. ,m APPROVAL FOR ROOFING SYSTEM) SEE PLAN Q Z in D. KRAMER � cOn ¢ WAINSCOT/TRANSITION 'r CHECKED BY w 2 X 6 W/ 2" DIA, LU ROUND VENT @ 2x RIBBON FASTENED BATT INSULATION S. VANCLEAVE 24" O.C. TO FLOOR TRUSSES SEE ENERGY CALCS¢ > '"� REQUIRED OVER GARAGE PER TRUSS ENGINEER SCALE META ( ) 0 0 _ EDGEL DRIP d" DBL. 2x SYP. WD. TOP PLATE 22 X 34 = SCALE AS NOTED w (n .L 11X17 = 1/2 NOTED SCALE 0 PRE-ENGINEERED WOOD FLOOR � o � 1X4 FASCIA 1/2 RIGID GYPSUM BOARD TRUSSES (VERIFY W/ TRUSS SHEET DATE W � b CEILING INSULATION ENGINEER FOR TRUSS. LAYOUT o 2X6 RAFTER TAIL (SEE ENERGY CALCS.) ) M > o @ 24 ° O.C.— 1/2" RIGID GYPSUM BOARD 1/2" GYPSUM BOARD SHEET REVISION INFO ON STUDS W/ WALL 3/8" CEMENTITIOUS DBL. 2x SYP. WD. INSULATION (SEE a = N z SOFFIT TOP PLATE 1 X 6 HEAD TRIM ENERGY CALCS) m w z ~ @ 16 POC TYP. ml, ,� 1 >- , FINISH MATERIAL PER ELEVATION WALL INSULATION HEADER SEE FRAMING z _ o Lu 1 X 6 HEAD TRIM (SEE ENERGY CALCS.) € I' PLAN FOR SIZE AND DEPTH o (nn 1-9 w CSET REVISION INFO Lu z v 2x SYP. #2 WD. HEADER ce En a- m I, -SEE SCHEDULE l � ojz 0 0 BACKER ROD - SCHEDULED WINDOW BACKER ROD F- v AND SEALANT (SEE FLOOR PLAN) AND SEALANT SCHEDULED WINDOW WINDOW ATTACHMENT SHEET DESCRIPTION o w z (SEE FLOOR PLAN) m Lu w o 5/4" SILL COMPLIANT WITH FBC-R 5/4 SILL / I WINDOW ATTACHMENT F- z w �- 1 X 6 APRON 1 COMPLIANT WITH FBC-R oc o 1/2 GYPSUM BOARD ON 1 X 6 APRON ? 1/2" GYPSUM BOARD ON o Q w 0 EXTERIOR SHEATHING TO ( STUDS W/ WALL INSULATION EXTERIOR SHEATHING TO ? j STUDS W/ WALL INSULATION STANDARD Lu z= o BE FLUSH WITH THE EDGE i BE FLUSH WITH THE EDGE ( NOTES & DETAILS (SEE ENERGY CALCS) SEE ENERGY CALCS) Lu J z OF THE FOUNDATION, 1/4 2x SYP. #2 WD. STUDS OF THE FOUNDATION 1/4" In � � @ 16" O.C., TYP. GAP BETWEEN FOUNDATION � 2x SYP. #2 WD, STUDS cn ~ ¢ GAP BETWEEN FOUNDATION (I ce w = 'n AND SHEATHING 2x P.T. SILL PLATE I I @ 16 O.C., TYP. Lu o ,� AND SHEATHING 2x P.T. SILL PLATE �` �� f ESISTANT BARRIER �� vi WATER RESISTANT BARRIER PROJECT NAME ¢ c� CONNECT WALL TO FOUNDATION WATER F; 0 w z z (2 LAYERS REQUIRED) = CONNECT WALL TO FOUNDATION o POLYETHYLENE HOUSE WRAP PER FRAMING DETAILS (2 LAYERS REQUIRED) ` PER FRAMING DETAILS w x o OR APPROVED EQUAL SYSTEM PROVIDE CONT, METAL TERMITE POLYETHYLENE HOUSE WRAP F- OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE ¢ o w SHIELD UNDER SILL PLATE Lu FLASHING FLASHING SHIELD UNDER SILL PLATE ow En FINISHED BASE MOULDING rikMAIN FIN. F Z o w MAIN FIN. FLOOR ry FINISHED BASE MOULDING LOOR z o z ELEV @ 0'-p" �. LOT/BLOCK z w ELEV @ pL_oil r z 0 z TBI NUMBER Q� Z o > ' Lu m � 4 ZO o z Q _ °° 4" CONC SLAB W/ ��° 4" CONC SLAB W/ MODEL VAPOR BARRIER VAPOR BARRIER wo ~ _ - ALL � Lu � w � � DRAWINREFER GS FOR � - REFER TO STRUCTURAL V z - - � _ ELEVATION ATI z ON N AME DRAWINGS FOR DR COARSE COUNT & 2 - COARSE COUNT & cn wo - FOOTING SIZE cv i - � (PROVIDED BYE '-' FOOTING SIZE CLASSIC z z z z - OTHERS) - — (PROVIDED T 0 RICH D BY " Gl R Lu Ll SHEET NUMBER o EXTERIOR WALL � � � 1 SECTION WITH WINDOW 2 TWO-STORY WALL SECTION wmw � z J � c Joow c D 7 ¢ v � o D7 SCALE: 3/4" D7 SCALE: 3/4" = 1L_OLI ERIAL NUMBER 1009 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON n' DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING- CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. LnV CD 1-4 z SET MIRROR 3" FROM SET MIRROR 3" of F END O BACK SPLASH MIRROR=VANITY -5 FROM INSIDE CORNER DRYER VENT TYPICAL �E . :. .4 LU (TYPICAL) °Pr z _ TYPICA FOR GAS cc GAS DRYER ONLY ° '4b d J11-211 963 9 ------------------------ ;_ COUNTERTOPS p ce U (TYPICAL) F G � � DRYER VENT' ' z °C o � ,. Z p[ Q OVAIV t �L , AIA 36" HIGH X ° GAS PIPE (TYPICAL) 1.o (VANITY-5") MIRROR c'' w p FOR GAS DRYER ONLY 1 111 o OUTLET BOX L _ "' a 1/4" MIRROR DRYER VENT BOX- -z CENTER SIDEWAYS - ATTACH PER MFR. a � IN BACKSPLASH 0 0 INSTRUCTIONS z cn w 1/2" RECESS�! F:: e- DRYER VENT BOX- Su 0 Lu o FOR MIRROR ATTACH PER MFR. M a- m ro 0 2X4 HALF WALL ❑ ❑ O INSTRUCTIONS - v� ce z J YORKTOWNE P.T. SILL PLATE �., P.T. SILL PLATE �, d ?Crl 00 "' J "' TRIM - MM MIRROR IF SLAB ON GRADE w M LL o o ( ) (IF SLAB ON GRADE) a a Lu ce o CABINET o w ¢ VANITY MIRROR INSTALLATION INSTRUCTIONS: > � o o A Lu 1. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. WITH PEDESTAL w "' S in = E_-- 2. AT BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE NOTE: * CS ® °° ° `t z CORNER. (YORKTOWNE TRIM - MM MIRROR WILL NOT BE INSTALLED AT INSIDE CORNERS.) 1. DRYER VENT BOX TO HAVE "KNOCK OUTS" FOR TOP, N w NOTE: BRACKETS REQUIRED IF BOTTOM, OR REAR VENT LOCATIONS. FM tp d o I > o COUNTERTOP CANTILEVERS MORE THAN 10" 3. UPONINSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY` MIRROR IS GLUED v w w BEFORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM x o o � z 1 2" +/- FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. LENGTHS PER MANUFACTURERS SPECIFICATIONS. a O Z - Lu = o - KIT HEN HALF WALL DETAIL _ MA TER BATH MI D (i-NT�-3W A Lu ime W o (,-NT 1 C INT 2 MIRROR WOO TRIM DETAILDRYER VENT BOX FOR DRYER ONLY A z UJ o D8 SCALE: 1/2" = 1'-0" (INT-1) D$ SCALE: 1/2" = 1'-0" (INT-1) D8 SCALE: 1/2" = 1'-0" (INT-3) d a A w map TILE OR STONE ON 1/2" COMPARE x O A = z w HARDI BACKER BOARD MANUFACTURER'S d o ceg OVER Y/" EXT. PLYWOOD DIM OF TUB & ® O 0 0 TOLL APPROVED TILE BACKER (REFER ON 2X4 FRAMING. PUMP LOCATION a P 0--j a TO CONTRACT SPECIFICATIONS) E3 �+ N � � o ce Q-w WALL TILE >- oc ool J REFER TO FLOOR PLAN, VARIES - SEE PLANS Lu °C Ln 2X BLOCKING BETWEEN VARIES BY MODEL 4 U o STUDS (3 WALLS) w o 1 ROW OF TILE 0 a o w z J 2X4 @ 16" O.C. < � oc VINYL LINER (3 WALLS) EXTENDED 5" a o '` CORNER SHELF DRAWN BY z u- m UP WALLS � o (1) CERAMIC CORNER M. STRICKLAND `'" O SHELF AT 48" A.F.F. 2X4 LEDGER CHECKED BY o z �- FLOOR TILE c (n ¢ 100% SILICONE SEALANT BETWEEN m - a TILE BACKER AND WET BED o 0. SWAFFORD X x DROP IN TUB x ce ref Q s 2" SHOWER DRAIN L- rq "' �" SCALE m Q FLOOR TILE Lu W > U- + 2X4 CRIPPLES a 22 X 34 = SCALE AS NOTED o 2-2X4 THRESHOLD - a � 11X17 = 1/2 NOTED SCALE ~ wc=n F- Ln _ TILE AT DOOR u 2X4 TO BE P.T. SUPPORT UNDER SHEET DATE p THRESHOLD WALL TILE WHEN IN CONTACT TUB AS REQ. BY �� - W/ CONC. MANUFACTURER'S. aa o ADJUSTABLE GAUGE COAT WETBED PLAN �, SHEET REVISION INFO o z SHOWER DRAIN LINER SET IN SEALANT @ Lu m _ 2" SHOWER DRAIN FLANGE OVER ROOFING FELT FR-33 DROP IN TUB DETAIL cn o NOTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL EXOACT SIZE AND SHAPE VAIRES BY MODEL AS �D8 SCALE: 3/4" = 1'-0" (FR-33) 1-4 < m w BE USED IN LIEU OF CERAMIC WHEN MARBLE/ WELL AS PLUMBING ACCESORIES. REFER TO SHOWER ELEVATION m Q Q Q MARBLE TILE OPTIONS ARE SELECTED. ARCHITECTURAL PLANS BY MODEL. Lu ZW � rINT5� � SET REVISION INFO W SH0VER & CURB ON FRAMED FLOORSTANDARD SHOWER LOCATION Lu Q TIN4 END POST TIED INTO FLOOR v SCALE: 3/4" - 1'-0" (INT-4) D$ = 1�_0�� (INT-5) JOIST BELOW EXTEND TO Q o- ce ca D$ - SCALE: 1/2 a oGwBOTTOM OF FLOOR JOISTS. C7z 0 w = END POST TO PENETRATE o Lu w SUBFLOOR. SHEET DESCRIPTION W o STANDARD z w � FACE NAIL END POST TO m ce BLOCKING. NOTES & DETAILS o a Lu , 2x BLOCKING BETWEEN z z = o FLOOR TRUSS AGAINST LL J a END POST. ¢ (n m 0 �n z SUB FLOOR. w / / °C = / ' - PROJECT NAME Lu / ce vi� � i Lu U (n w in ,'' ,'' ,-' �-/ ,/ \�\\\ ' , '�- ,-' LOT/BLOCK zo = o / z ~ LL ' //i ��\ \\\�� / ' i1'/ ///, \�\\\ // iii '' ` \ ''I'' ' ' ' '' -'' TBI NUMBER Q Z.® / //' //�icy` y /' �' / /, /i'/ i i ' o � ^ / i \� / � , MODEL z W / / i' i JCS\\�'/ / i' � ao � �Lu ALL '''' w o z FLOOR TRUSS. ' ELEVATION NAME 0ww as ce o ALL W � w � ,_, Q u- 00 F- z `W mm SHEET NUMBER Wiz = �„oE- ui ca FR-34 HALF WALL TIE-IN DETAIL z m v J H ® D 8 JOOLL- Q o D8 N.T.S. (FR-34) ERIAL NUMBER 1009