Loading...
MAIN ST 493 I N I S H S C H E D U L E F z 0 WALLS REMARKS STUCCO FINISH r" o ROOM FLOOR 3/4 SHEATHING — ... SYSTEM PORCH TILE PAINT ON STUCCO PAINTED PLWOOD CEILING o c ° �l STAINED WOOD BOX BEAMS SLOPE DOUBLE w GREAT ROOM TILE PAINT ON GWB 1 IN 2 2X HEADER BIRD ROOM TILE PAINT ON GWB TILE (BASE W/PLYWOOD SEALANT & J SPACER Q ' KITCHEN TILE PAINT ON GWB BACKER ROD w x STUCCOcn w HALL 1 TILE PAINT ON GWB �, 1 /2 GYPSUM < �' ON RIGID INSULATION BOARD _ w W fy BATH ROOM 1 WOOD PAINT ON GWB TILE SH OWER, SOLID SURFACE SINK & COUNTER GLASS BLOCK Q VAPOR BARRIER GRID SYSTEM W � STAIR WOOD PAINT ON GWB � �� � �� z THERMAL BREAK 9 o HALL 2 WOOD PAINT ON GWB SHEATHING o Q y z z MEMOGLASS BLOCK m � y CD BEDROOM 3 WOOD PAINT ON GWB z GRID SYSTEM Q o � 0 BATHROOM 2 TILE PAINT ON GWB TILE SHOWER, SOLID SURFACE SINK & COUNTER o- Z— BAR m � � 0DRIP REVEAL 0 BEDROOM 2 WOOD PAINT ON GWB CLASS BLO,CK BACKER BEAD AND SEALANT = GRID SYSTEM GARAGE SEALED CONO UNFINISHED GLASS BLOCK PERIMETER � PIECE SEALANT NOTE: ALL PAINT SHALL BE PRIMER PLUS TWO COATS FLEXABLE MEMBRANE FLASHING GLASS BLOCK WLo D00R TYPES . zo GLASS BLOCK BOOT N GLASS BLOCK,--.-, GLASS BLOCK Z GRID SYSTEM SEALANT W ® ® T— BAR � Y GLASS BLOCK WINDOW HEADItl FLASHIN �- AT WINDOW HEAD o o SCALE 3" � ,_�„ SCALE 3" _ ,_�„ w `1 A B C D E F � W cn coU W r GLASS BLOCK w D O 0 R S CI E D 'U 1-i E GLASS BLOCK NO. TYPE SIZE MATERIAL REMARKS FLEXABLE MEMBRANE GRID SYSTEM SEALANT 0 T FLASHING GLASS BOC z 1 A 6 ' - 0" x 7' - 0" PAIR SC WOOD DOORS DECORATIVE DOORS BOOT z 2 B 3' - 0" x 7' - 0" FRENCH DOOR BACKER BEAD AND SEALANT GLASS BLOCK (3) C 6 ' -� 0" x 7' - 0" SLIDING GLASS DOORS NO MULLS SLOPE SILL o A w 1 IN 2_ GLASS BLOCK C4) D 6 ' - 0" x 7' --- 0" SLIDING GLASS DOORS 0 � „ „ z SEALANT (5) E 2" - 0" x 7 ' - 0" WOOD Z GLASS BLOCK Z (6) F S - 0" x 7' - 0" SC WOOD DOOR GRID SYSTEM GLASS BLOCK (7) F 3' — x 7' - 0" SC WOOD DOOR VAPOR BARRIER 0 PERIMETER PIECE GRID SYSTEM � „ = Z— BAR (8) F 3' — 0 x 6 ' — 8 WOOD SHEATHING c� 3' - 0" x 6 ' --- 8" WOOD GLASS BLOCK (9) F 0 GRID SYSTEM �- o F 3' — x 6' — 8 POCKET DOR THERMAL BREAK 1 1 F 3' - 0" x 6 ' - 8" POCKET DOOR STUCCO ON RIGID INSULATION SEALANT 8ccon 2 F 3 — 0 x 7' — 0 SC WOOD DOOR BACKER ROD a 13 F 2' - 6 " x 6 ' - 8" WOODSTUCCO FINISH Q 3/4 SHEATHING 2X4 STUDS �+ 2 ---�- 6 — 8 WOOD SYSTEM x 6 (14) F 1 s F 5' — 0 x 6 ' — 8 , - 8 SLIDING DOORS 1 /2 GYPSUM 3/4 SHEATHINGS 16 F 2' — 6 x 6 ' — 8 POCKET DOR BOARD w (17) F 2' - 6 " x 6 ' - 8" WOOD U8 6 ' - 0" x 7' - 0" SLIDING GLASS DOORS o A 1 D , FLASHING AT WINDOW SILL GLASS BLOCK WINDOW SILL C19) F 2 - 6 x 6 - 8 WOOD A � --� 20 F 2' - 6 " x 6 ' - 8" WOOD SCALE 3" — l '—O" SCALE 3 1 cn DATE: DEC 20, 2004 NOTE: PAINT ALL DOORS — ALL FIRST FLOOR DOORS SHALL HAVE LEVER HARDWARE CONSTRUCTION ISSUE PROJECT NO: 2004-12 A - 8 OF V Z u� $ M ❑ to w Mu wd (n Lu 20- V) ■V) U) lyly w _ W S ER u Q 5FN Q Q o Lu m w I- W z O LIGHT N z ca 10 C W.P. BEDROOM 1 w M N O BALCONY I m Q ABOVE CON C m ,� I PATIO BEDROOM 2 Ro � � � 0) CLO Z a GFI CLO 3 3 � N VAULTED CEILING (pGFI O W �- T 4E u; H B s (P 7 CK HALL - - - - - - - � 0 Y GG ° GFI L 2 LIN I CLO to a CLO Y EDROOM 3 � HTR W/H LAU DRYLo KITCHE � — — — — � Ir- /Ld // O W 0- X C L O I W.P. ►� 00 D W.P. P O CH LIGHT TO WORK 0 F- W/ OPENER o AND W/ SWITCH W N � x A w � RAGE M..I GARAGE DOOR �w,7 `L' 50PENER NOTES V �J MECHANICAL/ELECTRICAL CONTRACTOR TO VERIFY ELECTRICAL REQUIREMENTS FOR ALL MECHANICAL W EQUIPMENT, ELECTRICAL APPLIANCES ETC. U ALL OUTLETS ABOVE COUNTER HEIGHT IN KITCHEN AND BATHROOMS TO BE G.F.I. TYPE A5 PER LOCAL � CODES. M VERIFY WITH OWNER LOCATION/TYPE OF ALL FIXTURES, PANEL (BOXES, OUTLET PLACEMENT ETC.. BY a HOLDING AN ELECTRICAL WALKTHROUGH ON THE BUILDING SITE ONCE FRAMING IS COMPLETED. [� SMOKE DETECTORS TO BE HARD-WIRED WITH BACK UP BATTERY, LOCATED PER APPLICABLE CODES ALL FIRST FLOOR LIGHT SWITCHES SHALL BE AT 36" AFF *� ALL FIRST FLOOR WALL OUTLETS SHALL BE AT 18" AFF SECOND FLOOR PLAN FIRST FLOOR PLAN SCALE 1/4" = V--0" � SCALE : 1/4" = V-0" TM _ U Ha U a w ELECTRICAL LEGEND DATE: DEC 20, 2004 SINGLE POLE SWITCH EXHAUST FAN LIGHT FLOURESCENT FIXTURE $3 3 WAY SWITCH SURFACE MOUNT FIXTURE Q: DUPLEX RECEPTACLE H HANGING LIGHT FIXTURE FLOURESCENT FIXTURE CONSTRUCTION 0 220 VOLT RECEPTACLE O RECESSED "CAN" FIXTURE PHONE PORT ISSUE DIM DIMMER SWITCH D SCONCE - WALL MOUNT FIXTURE 2 PHONE PORT WITH 2 PORTS M MOTION DETECTOR ®S,D, SMOKE DETEC'T'OR COMPUTER PORT (VERIFY SYSTEM GFI GROUND FAULT INTERRUPTER EXT. FLOOD LIGHT MOTION DET. REQUIREMENTS OR NETWORKING) W.P. WEATHER PROOF TELEVISION PORT (VERIFY SYSTEM O CEILING FAN WITH LIGHT � REQUIREMENTS) PROJECT NO: O THERMOSTAT 2004— E - 1 s. of ✓ n M1Z?9 1 0.1 oop 22AL : y , 5 t• 11. t , l r , r r , i S• e r , t a., i , , , 4, i' r. 1/ f �• ;r• a N V Q i N a•t 7 : , J •f 4 , - � r f. 1L r y 1 1 a 4 fi yygg r l .9 J , , :. �.. i� �"� �,. ,. !. :� � � � �,'. � �. .,. ..:..:.. ... .. ':. , W •'CIS l •I '�� P io �4�¢ t iP+K 1 - 1 Y r(J@ A N G' D � v , T o F f 7 7er J 'r. r co FI P A .. *40 top a o s o X// 3 Sep t. r " d' 3 3 =t !, I: ,. KIT , `- ELEV, „ 1• - - - r _ S VAN:ENT ITIES fiIE be 2 d m. bed rm.. 3 be d , r . 4 i h r , yJ !: ,t r, . 0 to r , 0,1 r 6 6' d r 1 1 3 9 - CL Cop Y _ r, , : `J -VIPt of H 1 ,�•f•� S f✓ �, dSN v� , , y t 1 � : , , 1 ♦ I, r 1 r /6 2 S 3. h 3 1 J .. w 1 1 ,v.. + ` \ r s M /w.I tir i � �0 t' s s a � e , � rp ;tl T z�c r. h Q pd Paolo . o- r,A Jr N a ! rr , J A y� { PP C� a 3 o Sid � r' d R r v K r ivin L rl 1 ream �.R�r 5 �. 44 N 4 1 0 , *ter, , 5iO/UG Y` lair -PIti 1�0eat LL0 N �, •\rte f ` , • , i Ir 1 / 1 — LEFT, � u l ai t ,a sir a r. f h r a , c ' v. , i a l „ a f r^ , nr y 6 1 M , -� arc ^ , o .I ¢ o inin roam I { 01 , , 1 k , ! 0 t r � r r4 � r o h/ v s v � 7 d w/O � Gt.c7 N 1 r n i .0 : , Gl.rfs 1 r r .O ? �. 1 /�,/y� Y 1 ,4 "i C r �� FIL I UL. f' P EkJ Ate' I - D 1 , 1 •j 1 E C 14t aj G OIr1' 0 1 P N i r a �L t .4 / r. .. �h(ec r J. ,� .. f �i� I ' r N � 2 i , r r , � w 8 rr• a , r r, t, , r 1 p c a i 6 1 z_ �,�� 1 VAL E 1. , , x i V '1 I M.I' n r 3 f t , •�. �rri Aeea�a` tl O - STJ9 IAS PT cur4 'D Z 4 W . _ y N w ....« .w ... _. ) a h i'"� • , �rrr�r �•. — garage 'i:•• •f. .. n yr « ------� c.LU r ,.:,i,. p, t ♦` - •rte. �.. +rte. U 4 d , i i t 'v •rrJirrr. '`i �r �r r• I N 1•1' �y r' yxo / {' P• A i r n't / i v \ f� 1 Pia 1 4 i 1 1 f r .., .,, f F.r�i t' � ',i J fir• + 1 E Nil I ast r b ed m A r . i f , f• li f: �t i r .r a• i i lu r .r •.rl � ai ; �.� i��'i yv. wrY�l.. t •rri... _ 1 1 ,. r •w.w.wa• •�rr+iwwrir Y I.+rww+ N'a` 1 .. � '•f �N R r dF ++r *+•n+w�ww� '--•^�1.•IrM Y rr :...i r ,- A.R.Ow . w•r`�www•. «.� 1 r 7 C.O d IL11••. i d t •s.• r , \ Y4l r, .rn,lrr.,l• f r r60 .. — a z a s v.rrw•..rlr.. • GLl U , , . IF '~'7"'.:..'1"'"~"1 .•.y._....��.�r�.w� :. „ � r 1., .; .....',:. � ,. � '. .. .. .. ... ..' _..IrrF.•IIFI.r/^• ,••.. �.�.y�+.r' � w A A. _ .. rw.rn y , r r / a i 1 Gs' � a , Y 1 is 1 r 1 Y r 2 , , , 2 { ( , .� o L ,: , _ � . 1. ::. - 71 oil 1- A a a t T h� { r i rf � A��'I °Rh r l , r • - PG , r � -- � � c � 3 � �� FLOOR PLAN 1 n • r' , , I l �f+ • T' r , , THREADED ROD ANCHORING SYSTEM 1 . THREADED ROD: 1/2" DIAMETER A307 CONTINUOUS THREADED ROD EXPDXIED INT01 CONCRETE FOUNDATION AND PLACED VERTICALLY Z THROUGH THE DOUBLE #2 SYP TOP PLATE WHERE IT IS SECURED VIA A 3"x3"x)/8" STEEL WASHER AND NUT. 2. EXTERIOR WALLS: ' p ROD SHALL BE INSTALLED AT EACH CORNER POST AND NOT AT MORE THAN 6 FEET ON CENTER THEREAFTER. THE ROD A n ON CENTER THEREAFTER. THE ROD SHOPULD BE EMBEDDED AT RIOT LESS THAN 4 1/2" INTO MIN 2,500 PSI CONCRETE A-6 O o_j w WITH SIMPSON AT TWO-PART ACRILLIC EPDXY OR EQUAL. �• A 2 1/2" EDGED DISTANCE SHOULD BE MAINTAINED. THE NUT SHALL BE TIGHTENED TO +/--- 25 POUND FEET OF TORQUE. VI FOR TWO STORY WALLS, A COUPLER SHALL BE USED TO JOIN TWIO PIECES OF ROD TOGETHER TO 56, `" CREATE A CONTINUOUS PATH FROM TOP PLATE TO FOUNDATION. 00Q V) 3. INTERIOR WALLS: , „ , „ SPACING MAY REMAIN 6'-0" O.C. BUT REDUCE UPLIFT CAPACITY 490 LBS FROM 535 LBS UNLESS STIFEINING SHEATHING - w 4. TIE ROD SPACING: ,- 6„ „ 4)- 4)) „ >� 4f, „ ,-8„ 16'-0„ 1 ,-0f, f-1 „ 4,-0„ v ROOF TRUSS UPLIFT: 0 LBS - 1,000 LBS -------- ROD ® 4'-0” O.C. INTERIOR a ROD @ 6'-0" O.C. EXTERIOR W W z m z 1,001 LBS - 2,016 LBS ------ ADD oNAE ROD ADJACENT TO TRUSS F W � 2,017 LBS AND GREATER ----- SEE DRAWINGS N J z � J ° Q v a a v a � z � 0 ......... ......... cc • :::::::::::::::::::::::::::::::: v _3438CR a v my •....•.::.•.•..•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•... • 12 m ....................... .......... 00 v .. a ........... .... ND . ........::.. .....:::::...... J ... 1`0 - I OFFICE o0.... -4ro .:.:::: ..-.4...... .............•.•.•.•.:•.•.•: 1 .....•.:.:.:::::: • A-7 �► S WE W .... ...... ... I , 3 50 :::::::::::.: •:•:•: :N'....•-.••.-. 3 50 • CASED OPNG 4I W 'r' • • :N • ° ¢ d' ... ...... 1 /2" D •.•.•.•.•... .•..•.•.•.•.•.•.•.•.• 3 5 0 • THREADED ROD 00 v ' (TYP) cq z A7 ..... >::::: • O_ ..... av W I N w M I .. U Qo ..... I SUN 00 � � .' z o .00 :....:: 18 Q .::::-:. BEDROOM 1 O I 0 N 0 ROOM Q zY �„ m �I7 I a I Z v • Q VAULTED CEILI G A 0 ,�� a o 4 OIn ........ r2 INA N"N� 1 /2" D. THREADED ROD TYP) . . . ..... Ln ... 6J Y •• CASED OPNG :.:..: B-B co g 2 I :.. ":.:_E. :::•:•: = _ _ .::...... •::::: ::::::: 11 10 9Q c-c I - - - ;_ Q - a7 Ln In ... ... I . A-6 • - - - -- - - - - _ _ _ _ _ - - - - ul w 3 N C-C ..... • �- A-6 - • .. 1 9 ..... .....:: HELVE I I • O 4 a r,D _ 1 A-6 V 3 .. 21 '- 4„ .• ... :.•.•.•.•.•. 3 _ I HALL 1 O B CLO Q ,o A 7 CLO - :. ...: q-7 7 10 i f— 6f- 3„ „ , ,v) A ro V.. ........::::::.� - 41— 2 6 - - 2 - 2 - ... - I I 0 I I • _ - - _ - - _ _ _ _ _ _ - - - - - - _ - r •..••.•...:.:...::•.•: ::::•• '' :•:::•:.• Wit- I In n SHELF 3 50 3 5 0 3►4 0 .. .. :... I I 3 5 3450 3 4 0 GREAT o W ...•.•:•:•:":•:•:•:•:•: BH 16 .... I g • ROOM o .... ..... ... .. - O z .--.- N BATHROOM 1 0 ,= _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - = I �, 0 - HALL 2 • •• • ^ I o V UL ED CEILING ro o .......:::: 1j •-• I ALL f ff , ,f f ff , „ I I S E HEET A-4 O ::::::: • .:..•• Q ...... - - -- 6 - 4 Iw W 4 •{0 LIN cn I� A w ....: .... (cm .. • • 3o" HIG - - - - - _ - - - - - - - - - - o - HTR O A _ L � � E UN ER CLO r� .....•..... ... w W�H ` O Z ••.....:••'• .. .......... :•:•::::•:.•....... BEDROOM 3 .. ....... LAu DRY Z :::: :::::....... :: ::::: 14 :: .- 36" HIGH0 WA •:..: � . KITCHEN o ... .: CLO .. Q I I r ........................... ............. :. I 31450 34 0 N c a :.:::::::::. ............• ....:::::::: STAIR - •: ...::'• - _ - _ - - - - -REF- -- - -� STAIR UP o � •:...•...•..•:.•. .........•..•.. .-. .....-. a DW o o �- ............ ...... . . .......... . . . . ..•.:..•..•....• ......•...... . ............•.: - PORCH I ii •.•.".-..-..•.•.•.•.• .-.•.":•:••:•:•::::•: •:. 2 3 8 2 3 8 2 ..... .. ........ 2 8 8 .......... .... .............. ................ . .. ... . .. ... r__F2 .. .:4; 6„ ::::::::...•..•::. g f_ 3,f 3,_ L,31-4)l61- 2$) 3,_ `� Jr 41k 1 GARAGE C-C A-5 _ a _ co ........:.... ...: :.. .... f ff _ _ _ - _ q-- ...•.•.•:.•:.•. 2 5 -10 Ilk .•..•..•::::::-•-..•::•::::::•:- .................::..•...•... I I I C O U R TYA D if-6)) 1 -6 100 -61) 1 .......... ..-.--.. --------------------- I C URTYARD WALL PIER . :::::::::::::: I SEE SHEET S-2 rA- .......:.:.:.. :::•:::•:•:•:•:•::•: ••••• •••••••••••••••••••• •-••• I VINYL FENCING :.:::.::::•.:..:..:.:•:.:•:.::'.'.'.'.': .. :.:::: 8,_ x 7, -0" OVERHEAD d00R ......................................................... L DATE: DEC 20, 2004 '---•0 ' 6'-6" 6'- 6" 6'-� " 10'-0" 5'-5" 3'-1 " 3'-1 " 5'-5" 5'-5" 3'-r--1 " CONSTRUCTION ISSUE 13 241-10 17 -0 56 1- 1 V) PROJECT N0: 2004- 12 SECOND FLOOR PLAN 660 SQ. FT. SCALE : 1/4" = 1'--0" FIRST FLOOR PLAN 1320 SQ. FT. - " A - 2 NCRIH i SCAT V : 1/4" = V-0" ,'N".. of FIBERGLASS SHINGLE ROOF d Z - - O to 1-- a LJL. 0 VINYL RAIL STUCCO I U) n ui a FT co x — — z _ _ I W w z LuLd 0 z o U) -1 . . . • IBJ w �l �. I Q = z o CD 00 00 CD FEco z Q v U o0 cva CIL V) s V) %J (!) ow J NORTH COURTYARD ELEVATION it WEST ELEVATION SCALE 1/4" = 1'-0" SCALE 1/4" = 1'-0" m W � W � � � 6" STICCO TRIM (TYP) ,�, N Z " _ WLL w M EE > J_ � z J_- — o 0 � o LLI Z IL ) g _ V) Ld x w z0- Ln � x 0- w ►� U w LLI LE z H _ r o _. W z BACK ( EAST ) ELEVATION _ SCALE 1/4" = 1'-0" W H 0 Q A w � a w VINYL FENCE w V) STUCCO ON CMU ►� CD H H Q SIDE ( SOUTH ) ELEVATION SCALE 1/4" = 1'--0" Ell- ILLL— C) Gni W � W DATE: DEC 20, 2004 CONSTRUCTION ISSUE Effl PROJECT NO: 2004- 12 SIDE (NORTH ) ELEVATION SOUTHICOURTYARD ELEVATION SCALE : 1/4" = 1'--0" SCALE : 1/4" = 1'-0" A .3 ) OF �; ............................ z � ........ . . . . . . . . . . . . . . . . . . . . . . . ............................ . . . . . . . . . . . . . . . . . . . . . . . . . . • • .': '.'.'.'.'.•.'.'.'.'.'.'.'.' ..... . . . . . . . . . . . . . . . . . . . . . . . , Q BIRD ' . ::::.............. . :': . . . . •.•.:.:.:.:.;.:.:.:. :.;.:.:.:.;.:.:.• • •.. Roots :..::::::::::..:..... . , . . , . . , . . . . . r . , . . . , , , _ N � CONC „ p � o 2 x 10 RIDGE ' ".:.:............... •.•.•.•. .•.•.• • . .•.•.•.•.•.• •.' o � PATIO ............... . . `'' IN . ......:::::::::: . . . . . . . . . ® ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CLO . . . . . . . . . . . . .•. . . r . . r . . . . . r w o • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -� ..... : : : : : : : W w m Q � 4 x 4 POST S BED 0 0 3 .. :..... ;;;.:;:;:;;;;;;;;;;;;:... :•: : : : . . .•.•:•:• � w o — :;:;;;.. L ;;: . ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . a 00 1 ..... I I , I „ I I I.:.. .................... ' • . . . . . . . . . . . . . . . . . . . . . . . . . . 2 x 8 S © 24 0. C. .. ......... .. •.'. . . . . .'.'.�. . . . . .'.'. . . . . . . . . . Q z d LLJ r• ..... STAIR ................ . . . . . . . . . pp o N (17 ..... .............. . . Z . . . . . . . . . . . . . . . . . . . . . . . . . rn ..... • • '.'. . .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. . . . N • • cry GREAT ...........:.:.:.... � ;.:. . . . . Q XROOM ..:...'........ . .. ..'.................. . Q .•.' . .•. . .•. . . . . .•. . . . . .•. . . . . . . . . o W .;.:.;......... . m ':': . :.......:.;.:.:.:.:.:.:.:.:..r......... :.;.:.;. :. m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . X _ _ ................ . . . . . . . Lij Ncn r I '.'. .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'...'.'. . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... L Q . . . . LL Lo . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 Z :.:. .:.;.;.:.;.:.;. ;.;.;.;.;.:.:. :.;.:.;.;.;. ... Z Q PARTIAL SECOND FLOOR ROOF FRAMING PLAN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - 0 1 Lo SCALE 1/4„ _ 1,_0„ . . . . . . , . . .:.:. ...:...:...........;.;.;.:.;.;...:.:.:.;. :.:.:.:. N Q ... .'.'......... . . . . . . . . . . . . . . . . . . . . . . . . z Li OI . . . . . . 12 . . . , . . . . . . . •. .•.•.•.' • 5 •.•.•.•.•.•.•.•.•.• .•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•. o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Cr,7-7 V) • LH BOUNDRY OF DECKING . . . . • lI . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ^� . . .1. '.'.'.'.'.'.'.'.'. '.'.'.'.'.•.'.'. .'.'.'.'.'.'.'.'.'.'.' I- 0 0 0 0 0 0 0 o o ° o°° • o • o o • • • e • o . . . . . . . . . . . . . . . . . . . NAIL SPACING 0 4 x 4 POST C�➢ SUPPORTED EDGES ° 2 . . '" . . . . . . . . . . . . . . . . . . . . J V) 12 12 12 3 r--. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ABOVE HEADER 8d ® 4" C/C : EXAMPLE OF PANEL EDGE ... :.:.................;......... .................... 5 � 3 ,-- 5 r . . . . . y- W/ BLOCKING. . . . . . . . . . . . . . . . "`a g PLYWOOD PANEL ° INSTALL #2 BLOCKING 0 ALL �.`�'.' ' '.' '''''''.' ' '.' '•' '.' ''' ' ' ' ' '•' ' ' UI V) GREAT ROOM ROOF FRAMING PLAN ° • ° . ° .°. . . . Ld HORIZONTAL JOINTS. ; ;. ;. ;. 7 SCALE 1/4$1 1,_p„ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o ° .'�' NAILING TO INTERMEDIATE . . . . . , . r , . r . . . , . , . r . . . m SpUPPORT: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . U a 8d 0 10" C/C MAX. '.'.1 EXAMPLEOF----_ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ UNBLOCKED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , , . . . . . . . . . . . . . . . . . . . . . . . r . r . . . UNSUPPORTED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PANEL EDGE: .. .'.•.'.'.'.'.'. . .•.'.'.'.'.'.'.•.'.'.•.'.'.'.'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . o . . . . . . . . . . . . . . . . . . . . . . . . .—. F-i • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . [�] . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ROOF TRUSSES '.'. .'.'r'.'.'.'.'.'.'.'.'.'.'.'.'. HURRICANE CLIP SCHEDULE '.' • . . . . . . . . . . . . . .•. , . . . . . . . . . . . . . .•. . �'+ No . . . . . . . . . . . . . . . . w TRUSS UPLIFT H-CLIP STUD TO TOP PLATE STUD TO BOTTOM PLATE . . . . . . . . . . . . . . . . . NAILING PATTERN FOR ROOF & WALL SHEATHING •.• '.•.'.'.'.'.'.'.'.'.' • , • '.•.•.•.•.'.'.'.'.'.' � Al 1239 2-H8 SEE TIE ROD SEE TIE ROD N.T.S. " • " • • " " IMP W •.• •.•.•.•.•. . • •.•. .•.•.•. NOTE: ALL SLOPES ARE 5 IN 12 UNLESS NOTED OTHERWISE B1 514 1-H8 SEE TIE ROD SEE TIE ROD :.:.'.:.....:.• ' ;.;. . ' '.;..... . ...; 514 1-H8 SEE TIE ROD SEE TIE ROD B2 H B3 828 2-H8 SEE TIE ROD SEE TIE ROD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o B4 822 2-H8 SEE TIE ROD SEE TIE ROD C1 418 1-H8 SEE TIE ROD SEE TIE ROD COURTYARD C2 664 1-H8 SEE TIE ROD SEE TIE ROD C3 184 1-H8 SEE TIE ROD SEE TIE ROD ROOF P LAN . . SCALE 1 4" = 1'—d" CJ1 243 1-H8 SEE TIE ROD SEE TIE ROD SEMCO HCPLR/LL / a ® ea. RAFTER ea. SIDE a CJ3 275 1-H8 SEE TIE ROD SEE TIE ROD w 2 x 8 S.Y.P. RAFTERS ® 2'-0" Q.C. 2 X 10 S.Y.P. LEDGER INSTALLED TO o A CJ3A 126 1-H8 SEE TIE ROD SEE TIE ROD EXISTING ROOF w/ (2) X12 x 4-3/4 ROOF GRIP SCREW 0 ea.TRUSS BELOW o w D1 470 1-H8 SEE TIE ROD SEE TIE ROD f�i o 0 D2 469 1-H8 SEE TIE ROD SEE TIE ROD STEP FLASHING 0*0 D3 754 1--H8 SEE TIE ROD SEE TIE ROD 2 E1 347 1--H8 SEE TIE ROD SEE TIE ROD 2 x 8 RIDGE BEAM Z / "SEMCO" RTP10820F "SEMCO" HCPLR/LL � EJ2 225 1—H8 SEE TIE ROD SEE TIE ROD ® ea. RAFTER ea. SIDE DATE: DEC 20. 2004 2x8HIP BEAM I El 339 1-H8 SEE TIE ROD SEE TIE ROD PRE- ENGINEERED TRUSS d- ROOF SHINGLES EJ5 "SEMCO" FAP18F `" .��.,��..��`; CONSTRUCTION ea. SIDE �j _- �� t UL HJ2 251 1-H8 SEE TIE ROD SEE TIE ROD >> ''-••-yir HJ5 398 1-H8 SEE TIE ROD SEE TIE ROD 2 x 8 S.Y.P. LEDGER INSTALLED TO //V GUTTER ry J1 205 1-H8 SEE TIE ROD SEE TIE ROD ROOF ROOF w/ (2) #12 x 4 -3/4 1 2 ROOF GRIP SCREW 0 ea.TRUSS BELOW / " PROJECT No: � .' 2003- 12 J2 257 1-1-18 SEE TIE ROD SEE TIE ROD 2 x 6 S.Y.P. RAFTER ® 2 --0 O.C. �s ....•.• ,.1 SHEET � ��� � C�` . OVER FRAMING DETAIL STEP FLASHING DETAIL ANTS N.T.S. 4 OF FALSE BEAMS °-° Z GYP BD CLG A-5 0 N � a Is c0 Li >, 8" CLASS BLOCK M ` 3 1 /2" WOOD MOLD (TYP) 8 GLASS BLOCK w U ` GYP BD �- , OPENLi Q re ZZ VINYL COATED GYP BD R 8c S Q v W w o TO TO O h w - I REAT ROOM I I KITCHEN 0 J c � BUILT -IN _ � '' CLOSET Q = z Q) BANQUETTE _ m �. 0 cl a uiY zz;p C4 m � 6" WOOD BASE (TYP) 5-011ol CABINETS BY OTHERS STAIR BEYOND TUB/SHOWER KITCHEN ELEVATION K�b GREAT ROOM ELEVATION BEDROOM 2 ELEVATION M i A5 3/8 — l'—O" 1/4" — l'-O" 1/4" — l'—O" W � 14 18 Z 1 /2" CDX PLYWOOD ROOF DECK N L M 11010o 1 1 2 .-- � AIR SPACE100 WLL w M co I I R-30 INSULATION a W Uo Ln _ I I I I 2x10 ® 24 O.C. Z Y o GYP BD CEILING V) COVE TRIM _ J 1 3 1 �2" 3 ' 2X4 3/4" STAIN GRADE WOOD Y ol z — D W I — � / � 2X6'S 1 Ka_—`a'� BANQUETTE SECTI DNKb—b FALSE BEAM SECTION rte' z. U) 1/2"" _ V-0„ 1 1/2 — 1,_0„ ^� O CLO STAIR REF SINK w ►� n `d d KITCHEN ELEVATION NOTE: CABINETS BY OTHERS A5 1/4" 1'_a„ z 0 U 12 N � 5F Awl w OAK CAP ON HALF WALL I I HALL x I I a SOLID BLOCKING (TYP) ^ I I I Q0 OAK CAP o I I I I I co i I 1 " 1 0" e� H NOSE TREAD = = -- co CLO Q 0 II II 0 SIMPSON A35 T I I I T EA SIDE I I I I I@S% H SIN CD T CD II IIII II I .� 00 _ �r — � C� T_ cn V) 2 x 10 BLOCKING QI I Q Ln W IIFi"r II W II II � II DN UP II co — � a (3) 2x12 STRINGERS I I I I W V/ J . 00 ` - TO KITCHEN o I a W TYPICAL TREAD I I I 0 SCALE: 1 12/2" = 1'-0" J ~ I� 0 DATE: DEC 20, 2004 SIN 00 I l�J �- CONSTRUCTION ISSUE 00 A—A rA A 5'-10" PROJECT NO: 7T © 10" 2004-- 12 �lSECOND FLOOR STAIR PLAN 2 FIRST FLOOR STAIR PLAN rA -A S T A I R SECTION A 5 1/2 = 11-01) 1/2„ = 1 —0 1/2 = 1 --0 �y OF 40 YEAR FIBERGLASS SHINGLES ON FELT ON 1/2" COX PLYWOOD 2X 10 JOISTS 0 24" O.C. 2x4 OUTRIGGERS ® 24" O.C. 2 - MSTA 24 T&B 2 - 1 3/4 x 11 7/8 MICROLAM 8d 0 4" OC. AT EDGE ALIGN W/ FALSE BEAMS 8d ® 10 O.C. FIELD Z 4 x 4 POST 2 - MSTA 24 T&B CONTINUOUS METAL FLASHING ; Q 40 YEAR FIBERGLASS SHINGLES o N a ON 15# FELT ON 12" COX PLYWOOD 0 N 0 I 8d 4" O,,C. AT EDGE ' � Q� w 12 Sd ® 10 O.C. FIELD � 5 w _ PREENGINEERED TRUSSES 0 241" O.C. � I HURRICANESEEP EA TRUSS SECC,HEDULE cx V w a 4 z 5/8" GYP BD (•,-"P) R-30 BATT INSULATION DOUBLE 2X6 PLATE / PL 5/8" EXT GRADED W W z C z 1'-4" STUC ON G H W � R-19 BATT INSULATION ON # F ON U) J z 3/4" B EATHING 1 x8 FlASCIA ..I -.-- 2x6 SUB FIASCIA MQ = Z 0 PERFERATED ScOFFIT W Y ul 5/8" GYP BD (TYP) y. N 0 0 2X6 ST DS ® 1 " O.C. Q 1/2" D. TREADED ROD N O SEE PLAN FOR LOCATIONS -G.0 4 ROOM €E–SE DUL m FOR HEADER SIZES a M GREA R OM ARCHED OPENIt•VG ... ........ PORCH r SHOWER o W ' BENCH L—L 0) W 6" WOOD BASEIBo (TYP) 1 IN 12 SLOPED - CONIC RAMP cD �{ N cq ID- -ID- I-L — —_ Z rI I Tlf-ITIr iT f I f ID=��II�III��IP ` _ _ =Il-Il-= ID-ID- i -Q-ID-W-I W w ID-II _ —mID= o I-I I-III-I I l-1 - - J J1 )I �- 4-I 111 -1 I I_ s=� -�� FOUNDATION - SEE SHEET S-1 ^+ J ��11-LL1-111-I ID-W- li +, - J p T� W-U-IDl =.L➢- n- �I�III-III-� _ �]-LI .'' /� _ m-in _ �s-ID-ID- U o , m� IDl I�� err U �, -�;,�I,I>�mm�mTIll a-A BUILDING SECTION _ 1/2" 1'-0" O 2 x 10 RIDGE 2x8 JOISTS ® 24" O.C. Q J 12 12 [�� � a 2x8 ® 24" O.C. 3 _- 5 HB EA JOIST �i H8 EA JOIST cl - r L U Lo -- ------------- - - I�T� >_Ld -. O r a -�.- -� L, 00 _- -- 2x6 024" O.C. I ^i O - I 2 - 1 3/4 x 11 7/8 - - --- MICRO LAM RIDGE BEAM az O 40YEAR FELIBrRGLASS SHINGLES --�- BEDROOM 3 TO CLOSET HALL ON F ON 1/2 COX PLYWOOD 8 1/2" R--30 BATT INSULATION 8d 0 4" O.C. AT EDGE �- QO $d 0 10" O.C. FIELD oco ❑ w _ 12 a 2X10' ROOF JOISTS ® 24" D.C. 5 ° 2x4 ® 16" O.C. 2x4 ® 16" O.C. V) _ V HURRICANE CLIP H8 EA JOIST --- 3/4" T&G PLYWOOD SUBFLO R SEE SECHEDULE _ -- FALSE BEAM EVERY OTHER JOIST PLATE TRUSS JOISTS ® 116' O.C. 1x8 FASCIA �� SEE FLOOR PLAN FOR LOCATIONS - -- -- AND LOCATE JOISTS TO ALIGN _L SEE SECTION b-b ON A--•5 -- ------r—--- --- GYP BD CEILING BEYOND 2x6 SUB FASCIA j I TRUSS JOIST I , '1 PERFERATED SOFFIT 1/2" OSB SHEATHING 8 d 0 4" O.C. AT EDGE 8 d. ® 10" O.C. IN FIELD (TYPICAL) WINDOW - SEE SCHEDULE —� KITCHEN a TO GARAGE TO GARAGE TO 50tl ROOM TO OUTSIDE o I b 1/2" D. TREADED ROD 1/2" D. TREADED RDD SEE PLAN FOR LOCATIONS SEE PLAN FOR LOCATIONS con o Z 1/2" D. TREADED ROD 2x6 ® 16" O.C. A ° SEE PLAN FOR LOCATIONS ISI STUCCO ON LAT ON 15# FELT ON 5/ CYP BD (TYP) 1/2" OSB SHEATHING ON 2x4 STUDS @ 16" O.C. R-19 BATT INSULATION 6" OCE BASEBOARD (TYP) .• ----- - _—..--------- ` DATE: DEC 20, 2004 I-III-III-I II-III I I I-I I-I I-ITI-I I�' - III-III- -ID-• ; I 1 _-11 I- I iii_ I r I I a- -iii- - ' III 11A--I i I-I =T=I1=ID=Ri= m>1T-1-T 1T- -iI_ITS-ID-�i ffl I ID ID � -ID- II1=II Tf=ID=m=III=Ill=11 :t -w-wTi-I 1=ITf-ITf-Lff-IDf-Il ]=ID=Il-iJT- -III-II-III- ID=_ID=I I-W I - ll� III r W-W W-_- T iW-ill-11 1J1-W- IID-W-W-W-1 - -m-�--111 -ID-111-ill-Tii-r ��--LIII - = ''' -_ -� I—�Ti IID I m- -i L, ID�ID- m m m=� I�= m�Imp -m I=ID=W= - -III=ID=ID=1T FOUNDATION - SEE SHEET S-1 11�i� - - _ - ..: '` III-iT-1-Eil d-1Tf-11i-Iff - ITI-1Ti-��f-�IT�,, _ 11TH FOUNDATION SEE SHEET S-1 LTf-111-_ b, :� L�I1� IIi "''�ti,, CONSTRUCTION ]=1T=11=1=ff=ip•'.�,' 111=1ff=iff- -177-III- •., �illI�m ISSUE -Il-Il-ID—iiT m_-m-1 m- - 7=memILII-1 ._:� ' .--, ; , -�=a=� ,m=a=LII -_- II mm m- 171�fif m-m-� _ mr_m ... �' "I'6a� ''T om -� -'�mm �i�-.I Ml WE IDmm= � � Il–ID–Il–i�–>�–ID–ID–ID_ID-Lr II–III– ID i m–ID–ID–ID–ID–m–[II–Lt �1–>T1 ll"-W-IJl-I�[!-1 -ITll-1T1-T-1- + --" I_TI-11-ill-ill-iTI-II-T-11- -Ill=Tff-111-T11-1J_T-iil 1T-TifILII- r�t j;r �� '�r mTTri„I�-m-m-ID�m-rri-r� -ifi fl Lii- - m r LI i 1 111�I i ��-Il�P -ID-Il, ��I i Im171mITi� IlTm ' �f ' m PROJECT NO: 2004- 12 ,Ys4; , ,.�1�ti4. -- BUILDING SECTION c- BUILDING SECTION " 2" = 1'-0" = c. PREENGINEERED TRUSSES 0 24" O.C. d Z 40 YEAR FIBERGLASS SHINGLES ON 15# FELT ON 1/2 CDX PLYWOOD Q 8d 0 4"„O.C. AT EDGE 12 0 Q 8d 0 10 O.C. FIELD 5 FM _ Ld w HURRICANE CLIP EA TRUSS Lo SEE SECHEDULE V) Ua a _. — — V) Lo W w �__ Q W u� 0 m o w � w z J Q - - R-30 BATT INSULATION Q = Z CD STUCCO ON LATH �, C3 ON 15# FELT ON N 0 1/2" OSB SHEATHINGm N Q ON 2x4 STUDS 0 16" O.C. 11-4" R-19 BATT INSULATION I R-19 BATT INSULATION rn Wi CONTINUOUS FLASHIING Lom I � � 'co rn 6" WOOD BASEBOARD (TYP) Lo 3/4" T&G PLYWOOD SUBFLOOR N z "' WLL J Q w J M PREENGINEERED TRUSSES 0 24" O.C. 12d 0 3" O,C, f� +� 'z a ALONG TRUSS V o WEB MEMBERS ¢ T SEE JOISTS M NG P 16" C. Z Y_ U 40 YEAR FIBERGLASS SHINGLES P.T.2 x 6'S / _ a o ON 15# FELT 1 8 x 3 x 3 � LL L' ON 1/2" CDX PLYWOOD x -- -- - - PLATE WASHER �' P.T.28 8d 0 4 JU) O.C. AT EDGE 12 a 8d © 10" O.C. FIELD 51 HURRICANE CLIP H8 Y Z r, EA TRUSS HURRICANE CLIP H8 EA TRUSS TRUSS JOISTS DOUBLE 2X6 PLATE U) 0 16 0.C. i o Lo r- U En LdC) 10 co w 1 x8 FASCIA P.T. 2 x 8'S 0 16" O.C. I U w 8,_ O„ 4'-0w 0 EA TRUSS 1/2" D. TREADED ROD I SEE PLAN FOR LOCATIONS rY� o ISI 2x6 SUB FASCIA -q 4x 14 BRACKETS I O SEE ELEVATIONS t R-30 BATT INSULATION STUCCO ON LATH 0 PERFERATED SOFFIT Q ON 15# FELT ON 1/2" OSB SHEATHING W o ,Q ON 2x4 STUDS 0 16" O.C. I O _ - _ _ _ _ _ _ _ _ _ R--19 BATT INSULATION [..� W x r 1/2" D. TREADED ROD I Q < `, SEE PLAN FOR LOCATIONS ►� W 00 co I Ivwti H ® :T 5/8" GYP BD (TYP) 5/8" GYP BD (TYP) STUCCO ON LATH ON 2X6 STUDS 0 16" ox, ON 15# FELT ON6" WOOD BASEBOARD (TYP) 1/2" OSB SHEATHING 6" WOOD BASEBOARD (TYP) ON 2x4 STUDS @ 16" O.C. R-19 BATT INSULATION IK - - - - - - - - - - - - - - - r: r e I' , — —_ _ — — — — _ co 00 — 1 MAP SHOWIIIVG OF LOT 4, TOGETHER WITH THE NORTH 35. 00 FEET OF LOT �3, .3U ":� 125, SECTION "H" ATLANTIC d OSAR S S D CEBEACH, ACCORDING TO THE PLAT THEREOF AS RECORDED I1�V _p AIT BOOK 18, PAGE �34, OF TH ? CURRENT PUBLIC RECORDS OF D UVAL COUNT] FLORIDA. � W) o 0 5 10 20 40 4 N w 1, 0 w _ �C-YT MAIN STREET ATLANTIC �,. LL > > GRAPHIC SCALE NOTES; U) � SCALE 1 "=20' ' - � 1 . ANGLES ESTABLISHED IN THE FIELD.Ld Q 2. FIELD WORK 09/10/03 U INDEX OF DRAWINGSa - 8 6TH (50WIW) STREET WES.T1�1 � m z z DWG. SH T. TI TLE -- N 9 0 -1 � GENERAL Q = z CD m 0 1 AS-1 INDEX OF DRAWINGS, SITE PLAN uiQ o m 64a STRUCTURAL o LOT 1 o S--1 FOUNDATION PLANS r- 91 S-2 STRUCTURAL TABLES AND DETAILS f FOUND 3/8"REBAR V)1 .70. 2. 00PLAT 101 . 94CON�PJ ;ED NOTES •-- W I ,� x x _ x ( 13 PALM - 4.5 MAPLE: ARCHITECTURAL 9�)' �� - CPA 0 '�--Q A I< 51DE 10' SETBACK UNE -B.00, _ ���'_ � W TREES TO BE REMOVED 509', - - 4.75" 1f WIN CHERRY gg 1.00 o A-1 NOT USED b� -- - .,G 30'x 10.3 CREPE MYRTLE -�- - - - - roOD SHE � � uo 4 A-2 FLOOR PLANS 7.5" POPCORN I - �D S E I ~' 5.75" CEDAR uu 8.5"OAK � � �°�CREPE MYRTLE �„ �- -- 16.5 PI E a � 5 A-3 EXTERIOR ELEVATIONS 8.25 CEDAR ti 0 � 5 PO CORN STRUCK BY `,r W m 8.25" RAINTREE c 75" CEDAR I I � 011 .25"OAK ►� J 6 A-4 ROOF PLAN - ; 0 4.75 RAINTREE y U �-, 10.25" CEDAR o ° V) 7 A-5 INTERIOR ELEVATIONS AND STAIRS - 00 Y 13 PALM 7"TW OA 5.5 0Fr LOT 2 � � Q Q 5.75" CEDAR x I BALCONY I L - 8 A-6 BUILDING SECTIONS 16.5" PINE (DAMAGED) 25 'CEDAR 14. ,i OAK I � � - O11 "PALM o o a LAUREL I 11 .75 OA�1� - -p V, g 9 A-7 WALL SECTIONS .4"CHERR 0 11 .75"OA'< '• � z 0 ' 115 OAK y ] x .25" AINTREE I I I .I91 1��5 OA I 10 A-8 FINISH SCHEDULE AND WINDOW DETAILS I O0„ I �;, 9.10 ,� B COURTYARD \ LLI 21 TWIN A� _ a -- r 0 Ir 75" RAINTREE I I I e �EMOVE 4.50 � ELECTRICAL _ _ _ A7_,`-,LEAS8 0 x 9.50 W 0 T w _, 00 CTI - �,soT- M E�LSHE� '� Ua11 E-1 ELECTRICAL PLANS 010.25"PALM �i'L - z �j Xo10.25' CEDAR I W CONC H /E 3 O 13"C D A R 3 RAMP o ® I PATIO O N -- ONC FTI o 0I -- RAMP O A ISI o O C ~ LOTS � I I� Fri Q fl WIND PRESSURES ON WINDOWS & ]DOORS N N y ENCLOSED STRUCTURE - (EXPOSURE "C") (PSF) U "QEDAR - - - - - ' SIDE 10' SETBACK LINE v W EFFECTIVE WIND AREA WIND LOADS (PSF) 0 6.5"ORANGE END ZONE INTERIOR ZONE POSITIVE SUCTION POSITIVE SUCTION StT 102. 00'PLAT 101 .82'COM P(JTED SET �' a 10 SF +41.0 -51.6 +41.0 -43.6 -" GI'iY OF ATI ANTIC BEACH .. .. + + 20 SF +39.5 -48.8 +39.5 -42.2 FEB 3 0 ?005 = '.-'� LOT 3 ' 50 SF +37.7 -45.1 +37.7 -40.4 ^, -„ " _ _ _ I �: '` :�� �`� " �• . - _.... . . . - ----LOT 4 e. 100 SF +36.3 -42.2 +36.3 -38.9 L13Y; 0. LOT 4 ► '"a A DESIGN DESCRIPTIONI Ar�P ,, � , A ,..� CITY OF fl NTC • Bu�� ir..J E�.CH Z Q+1 IN ACCORDANCE WITH REQUIREMENTS 0►F BLocK a . - g 5 0 2001 FLORIDA BUILDING CODE CITY OF ATLANTIC BEACH ZONING ORDINANCES ,By; � ASCE 7-98 MINIMUM DESIGN LOADS 031139 25/03 1 FOR BUILDINGS AND OTHER STRUCTTURES SYMBOLS` 9501 --1 NORMANDY BOULEVARD, Ji-, ..SONVILLE, FLORIDA. x CHAIN LINK DATE: DEC 20, 2004 & HURRICANE RESISTANT CONSTRUCTION SSTD ROONEY & SONS 32221 -P.0. BOX 6957, JACKSONtiILLE, FLORIDA 32236-6957 FENCE ACI 318 BUILDING CODE PHONE (904)-695-1010 FAX. (9104)--695-3356 // WOOD FENCE CONSTRUCTION , - w WIRE FENCE ISSUE WIND DESIGN PRESSURES PER CODE: I HEREBY CERTIFY TO - E ELECTRIC LINE 1. UNIFORM LIVE LOADS 2. BASIC WIND SPEED 120 MPH 3. IMPERVIOUS SURFACE CALCULATIONS UTILITY POLE ROOF 20 PSF WIND IMPORTANCE FACTOR I = 1.0 BUILDING CATEGORY: II TOTAL AREA 6,400 SQ.FT. THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYOR IKI MLL = MEAN ROOF HEIGHT 13'----0" EXISTING IMPERVIOUS AREA 1,694.05 SO.FT. PROJECT NO: WIND EXPOSURE "C" NEW ADDITIONS 968.98 SQ.FT. CHAPTER fi1G17-6 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027 FLORIDA STATUTES. _ �` �� *�; ASPHALT 2004... 2 663.03 SQ.FT. ROOF ENCLOSURE PARTIALLY ENCLOSED BUILDING TOTAL PERCENT OF LOT �- - PITCH 5 IN 12 TOTAL IMPERVIOUS AREA 2,41.6% FEMA FLOOD INSURANCE RATE INFORMATION PERTAINING TO LANDS SHOWN HEREON' � OVERHEAD ENCLOSURE x 120075 0001 D 4-17-89 DUVAL INTERNAL PRESSURE COEFFICIENT GCpI = +.55 OR -.55 ZONE .. .. PANEL DATE COUNTY, FLORIDA. CONCRETE AS - 1 JURISDICTIONAL WETLANDS WERE NOT LOCATED THIS SURVEY. EASEMENTS OF RFOORD W--PF 'nT P'P^' "nr"r) FOR T 119 SUPT BEY. OF ern. spa+ p, -' :n• o'. +: 5. ?' ^, .. 1/2" D. THREADED TIE ROD 5J ,- Or, v Z �, " P.T. 2X6 PLATE: #4© 48 O.C. -- TURN INTO SLAB 12 � � a - r 6 X 6 X W1 ,4 x W1.4 WWFQ N 6„ „ >, 6,_1 „ 0 t� a o M U. TOP OF SLAB p�� V) --� � 1 CONC a x I I I ISI I I :III I- PATIO CONC WALK W — r - - - - _ _ --- _ w - II III III III I III IIIA=III III:., , , III Imo . Q a a 6 MIL VISQUEEN� _ W m � -1 I I III III I I III I ( i=1 I I- •� � � -I I ( I I III I-El 111111 I IILu ,;, III � W= -COMPACTED TH-III I III I IEl I -8 ., CMU-III I p J III I I = L= �- I OFFICE I I a = z Q , SEE NOTE 1- v _ I I I I—(3) #5'51 I I ' °CD 4 to III-III: III III- I I I I `� U =I I I-CONT-I I=1 I -:III III I I I m ° a 11 1Q — - I I S WER ;III III I III=III: III III= �. _ _ _ - �.�. .- � � - •� �� � '-' - ••. I=1�-:III III � I _ _ .�� I � , I I I I I - - - - - - - - - I , , IIII ill III III III -III =111 illi I I I 4 0 -I I I . , I I I I I I I 1�1 II #3 71ES ® 24 O.C. I I I I I I W �, 20" I I i 2 I - - � I I TOP OF S AB W I I I A-1 I EL.= -1j'2" ¢ I I I I i CONC I r� 1 FOUNDATION SECTION I i l I I 1 , PATIO 0 N A-1 SCALE 1 1/2" = 1'-0" I I TYPICAL FDN WALL @ TWO STORY I I � i I 8" CMU W/ 12" x 24" CONT. CONC. FTG. I I I L - J I I I 3- #5'S CONT W/ #3 TIES ® 24" O.C. I I I w J I I I„ I I I L _ — I � � z O 1/2" D. THREADED TIE ROD _ _ I I I I I I I I I I TYPICAL FDN WALL ®,SONE STORY I I Z a o _ P.T. 2X6 PLATE I I I I I I 8 CMU W/ 10 x 20 CONT, CONC. FTG, I I I I ~+ 0 #40 O.C. TURN INTO SLAB 12 I I I I I 3- #5 S CONT W/ #3 TIES ® 24 O.C. I i 1 �► v, d W1.4xW1.4 WWF I I I I I 1 I I I A-1 y = i I ] g . I IIi i L - - _ - -- _ -- - - -- J I i_00a � w Q TOP OF SLAB I I I I I I I I Z } 0 I ° •. I � I I � I I r� w ° ` ..I - I i I I I I TOP OF SLAB N U o w III=-11I I - I I I I I - - - -- - — — — — — — —- - - EL.= 0 I I � I— IIIIII I III . ' III IIl---III III II . I _ - - _ - - - - - - - � � - j I -I 16 MIL oil IIi III III III III III I Q I I I N w -III III III III IIi III III III III- I I J I I ZA' CONC. SLAB OVER .006 VIsQUEEN I ON COMPACTED SAND FILL I I I III , I117 ,III , , , III , , III III III I I I I w I 6x6xl.4xw1.4 WWF III 0 8 CMU C) -) I I I (COMPACTED i EAR i H k�i 11 111��l 11��l I IE1 11��l 11- , I N 3 I COMPACT FILL (TYP) I I I W �+ a I 11 I I I ISEEI NOTE( 11 •, °• — � I � � q-1 I I IL III 111 III I I ( I ° ( I I III III- I I I O TOP OF SLAB _.._ � _ I v> -IIIIII III, -III ° 4- I III III I I I EL.= 0 I I I _ I III (1 ONT I I ° I i I III 111= I _ � _ � _ _ _ - _ � - I I I I TOP OF SLAB I I � V a I i -I I� EL.= 0" I � =III II IIi II I III III I I I PORCH � ' I0.0 44 =III III III I f III III III I I - - - - _ - - - _ � - - - - - I _ III III III ° 4 �4 I III III- I l i � - �- - - - - --- � III III III I r ;III 111 111 111 111 III 111 III i JcoNc11 11 III II1111 III11 111 , 1 i I , III III III III I =III III III II II I I I 00 RAMP a III I I I —I 1 1 , , I I 3 TIES ® 24" O.C. I I I I . I COURTYARD SLOPE VIII III -III „ ) 1 ( , , ,1 ( 1 , , . ( 1 ( III III # I 1 IN 12 I I i I I FOUNDATION SECTION 3'- 67, 2 I I TOP OF SLAB I I q-1 SCALE 1 1/2" = 1'-0" i I EL..= -2" I - - - - a 71111111111111 11111111 ITF (� 1/2" D. THREADED a TIE ROD15 „ 24 I- 77 17'- » y 9 °4 a 4 4 . 4. FOUNDATION PLAN DATE: DEC 20, 2004 4 4 . . 4' ° SCALE 1/4" = 1,Wo„ TM v ap �►► CONSTRUCTION % fir► ��;�� ISSUE d r ' 14 FOUNDATION NOTES •• ' (2) #5'S CONT. 1. SOIL BEARING CAPACITY IS ASSUMED TO BE A MINIMUM OF 2,500 PSF ; 7 77 q. "4,� PROJECT NO: COMPACT ALL FILL AREAS TO A MINIMUM OF 9579 DRY DENSITY (ASTM ID-1557) 17- 4 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 30100 P.S.I. 4�. '•, 4C, �pti;,.•'� '%.- 2004- 12 3. ALL REINFORCING STEEL SHALL BE A MINIMUM A615 GR.60 SHEET 3 FOUNDATION SECTI ON 4. SOIL BELOW AND ADJACENT TO FOUNDATION SHALL BE TREATED FOR TERMITES. q-1 SCALE 1 1/2" = 1'-0" S 1 or V z WOOD TIE ROD FROM ABOVE SECURED IA TO 16d. NAILS MIN HEADER SPAIN TABLE AND STUDS � � a BEAM SECURED VIA WOOD TIE ROD 0 N c & (1) HTT16 W/ (18) 16d WIINDOW/DOOR 2 x 4 2 x 4 c 0 MAY BE ROTATED 1800 HEADER BEAMn M L" w M4AX OPENING JACK STUDS FULL HT STUDS TO CONCEAL FLANGE iN_ Lu (21) 2 x 8 SYP NO.2 3'-O" 1 2 J (n (2 2x10 SYP NO.2 ir 1 2" PLYWD FLITCH 4'-0" 1 3 a rn CL (2 2x10 SYPN0.2 w W 11/2" PLYWD FLITCH 5-0 1 3 Q II 2 2x10 SYP NO.2 a z 61-0p) 2 4 W LLi Q 1 2" PLYWD FLITCH (( m 10 SYP W2 1 2" PLYWD FLOITCH 7'-0' 2 4 H W WOOD TIE ROD THROUGH (2) 2 x 8 SYP N0.2 51-000 1 2 G J AT MASTER TUB �_ 7 CENTERLINE OF BEAM (2 2x., 10 SYP NO.2 14'-0" „ „ Q = Z Ln W/ 3 x 3 x 1/8" WASHER & NUT W 1/2" PLYWD FLITCH A-T PORCH HEADER 4 x 4 POST m H N rn Y O WOOD TIE BEAM CONNECTION m � ALTERNATIVES IF OPENING EXCEEDS 7'-0" IN WIDTH SEE PLAN J NTS N) �1 W ► W � 3" D. x 1/8" WASHER & NUT (2) 2x CONT WOOD PLATE � - 0) EQUAL EQUAL Ln Ln �i (\I N 1/2"D. COUP R 2x STUB WOOD STUDS 0 16" O.C. l ") u STUD WALL W In j HEADER SEE SCHED o z U Q Z 0 MULTIPLE KING STUDS - Ln SEE SCHEDULEmi ~ o 1/2"D. THREADED ROD w JACK STUDS Y SEE SCHEDULE J � SILL PLATE WASHERI&& ,NUT ICK 'n V) OPENINGS TO 5' WIDTHcl ►� UI w cl USE (1) SPH4/6 TOP Z IL AND BOTTOM L INSTALL (2) SIMPSON MSTA 36 OPENINGS 5' TO 7' WIDTH OVER BOTH SIDES OF HEADER O v USE (2) SPH4/6 TOP AND BOTTOM w BOTTOMSOF EA JA K STUD V) x SPH4/6 AT 32" O.C. I (TYPICAL) WHERE THREADED RODS CANNOT BE USED U o w o o = 1/2" D. THREADED ROD v r- WOOD PLATE o W CL TOP OF FLOOR r� W o DRILL 5/8"D. HOLE, SEE ANCHORAGE DETAILI-" V) CLEAN & FILL W/ EPDXY & 1/2"D. THREADED ROD FOR EMBED TYPICAL HEADER DETAIL w TIE ROD ® EXTERIOR STUD WALLr� SCALE 3/4" = 1'-0" SCALE : 3/8" = 1' -0" � u H STUCCO ON E-4 1 1/2" FOAM TRIM SLOPED TO DRAIN AND CAP Q STUCCO FINISH ,•, . 1 #3 STUCCO FINISH I� 1 #3 O H FILL W/ GROUT I I 1 W POURED I " FOOTING U TIES ® 16" O.C. VERT. ti CMU ' 7F _ N 8x8x16 CMU - — z „ ., ' III IN a • 4. , 4 • . ' III III _I °° 00 POURED III I I I I — DATE: DEC 20, 2004 FOOTING -I I I , I I I I III III III III III III III ,I ti ��,�, CONSTRUCTION I I III I I I I , I I _ .�� , .V, ISSUE P e .a PROJECT N0: r,, r Or 2004- 12 1 TYPICAL COURTYARD WALL PIER SECTION TYPICAL COURTYARD WALL PIER DETAIL - � ' °' '�'D� '' ``� 1 ,, ,:'� •'•. .• .�,,� -: SHEET 5-2 SCALE : 1" - 1'-0" SCALE . 1" - 1'--0" �Wl i„ GF1G S - 2 OF