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Main Street 493 9L On VN JTREE�' - 3 ' 2 ) Zjp\ MAP SHOWIIIVG BOUIVDARY SURVEY, OF LOT 4, TOGETHER WITH THE NORTH 35 00 FEET OF LOT 31 .3U " 125, SECTION "H d ',k� A TLA NTIC z BEACH, ACCORDING TO THE PLAT THEREOF AS RECORDED IN P AIT BOOK 18, PAGE 34, OF OSAR S S D CE r CURRENT PUBLIC RECORDS OF DUVAL COUNT] FLORIDA. 0' 5' 10' 20' 40' 0 W) c� w 1, 0 LL 3_ �C-YT MAIN STREET ATLANTIC BEACH FL . GRAPHIC SCALE NOTES; SCALE 1 "=20' U) 1 . ANGLES ESTABLISHED IN THE FIELD. Ld 2. FIELD WORK 09/10/03 U) INDEX OF DRAWINGS 6TH (50WIW) STREET WEST �1�1 > DWG. SHT. TI TLE z U) _j 0 9 0 -1 �i GENERAL >z z CD 0 V) AS-1 INDEX OF DRAWINGS, SITE PLAN ui ou 0 64 0 LOT I STRUCTURAL 0 c; S-1 FOUNDATION PLANS r- 91 S-2 STRUCTURAL TABLES AND DETAILS FOUND 3/8"REBAR t 1 .70' V) 1.50' 102. 00'PLAT 101 - 94"CO�4PUTED NO CAP. 0) x x X _ NOTES 3" PALM 4.5':_ffA__,_PLE 9:�>, -1 /_\ 0 Q A I< jIDE 10' SETBACK LINE ARCHITECTURAL TREES TO BE REMOVED �2 3 ul -B.00 - 90 1,00' DISEASEr "435" TWIN CHERRY Z ' 09 0 A-1 NOT USED J .5 - 93 CREPE MYRTLE -L7[ 3.30'x 10.3 Oo roOD SHE Lo 4 A-2 FLOOR PLANS 7.5" POPCORN _j N OOD S r z C\l V) 5.75" CEDAR 6 XCREPE MYRTLE 8.5"OAK 5 A-3 EXTERIOR ELEVATIONS 5!,, P, L 16.5"Pik E 0 8.25' CEDAR 0 CORN I STRUCK9Y 04 -6 1 11 .25"OAK w 8.25" RAINTREE L LI 0 75" CEDAR 2 6 A-4 ROOF PLAN ol 0 4.75" RAINTREE oc 0� ZF IL o< 0 10.25" CEDAR oa U) V) 7 A-5 INTERIOR ELEVATIONS AND STAIRS 5.5"O/A 00 z y 13" PALM 7"TWI� OAl 0 LOT 2 0 < Fr 0 5.75" CEDAR x 0 14--1 5 1))OAK BALCONY 1 "PALM CD 8 A-6 BUILDING SECTIONS 16.5" PINE (DAMAGED) 25 'CEDAR Q V) D PU'C 9 A-7 WALL SECTIONS .4"CHERRY 0 11 .75"OA_!<j', F_ 0 1 _� 4"LIAUREL 1 7�OA� 1-.--/ 0 A K z 0 > w 91 � __2�5"OAK 1:: .25"IRAINTREE 4 1 10 A-8 FINISH SCHEDULE AND WINDOW DETAILS 00 9.10' COURTYARD LLI 21 TWIN z fy- >r 0 Ir 0 75" RAINTREE 'o_3-�: �'REMOVE 4.50 44 o (l ELECTRICAL A7_,`-,LEAS I 8.�O I x 9.50 44 0-0 x >< 00 V) F �,so M Ej�__SH,"El),� U 0 CTI 11 E-1 ELECTRICAL PLANS 10.25"PALM _X 0 CONC 0 x ol 0.25' CEDAR 0 RAMP 13"C DAR 3" 0 PATIO CONC FTI o 0I z CD CONC z RAMP Z, X/ 6 0 0 w LOT 3 Fri V) A� flp WIND PRESSURES ON WINDOWS & ]DOORS 'o cq C4 ENCLOSED STRUCTURE - (EXPOSURE C11) (PSF) "QEDAR SIDE 10' SETBACK LINE W4 EFFECTIVE WIND AREA WIND LOADS (PSF) 0 6.5"ORANGE END ZONE INTERIOR ZONE POSITIVE SUCTION POSITIVE SUCTION StT 102. 00'PLAT 101 .82'COMP(JTED SET 10 SF +41.0 -51.6 +41.0 -43.6 P, V--- r, E I V E L) 01'FY OF ATI ANTIC BEACH 20 SF +39.5 -48.8 +39.5 -42.2 x ........ JV FEB 0 3 2005 r, 50 SF +37.7 -45.1 +37.7 -40.4 LOT 3 ca K LOT 4 100 SF +36�3 -42.2 +36.3 -38.9 L13Y 0. p LO T 4 n A� DESIGN DESCRIPTION] APP CITY OF NPC E-'�CH �4 IN ACCORDANCE WITH REQUIREMENTS O)F E L 0 C K 5 0 2001 FLORIDA BUILDING CODE CITY OF ATLANTIC BEACH ZONING� ORDINANCES By, ASCE 7-98 MINIMUM DESIGN LOADS 031139 25/03 FOR BUILDINGS AND OTHER STRUCTrURES 9501 -1 NORMANDY BOULEVARD, Ji-, .-,.SONVILLE, FLORIDA. SYMBOLS; DATE: DEC 20, 2004 & HURRICANE RESISTANT CONSTRU(CTION SSTD - x -CHAIN LINK V) ACI 318 BUILDING CODE ROONEY & SONS 32221 -P.O. BOX 6957, JACKSON�V'ILLE, FLORIDA 32236-6957 FENCE I PHONE (904)-695-1010 FAX. (9104)-695-3356 -// - WOOD FENCE CONSTRUCTION WIND DESIGN PRESSURES PER CODE: - w- WIRE MNCE ISSUE 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: 11 TOTAL AREA 6,400 SQ.FT. KI MLL MEAN ROOF HEIGHT 1,3'-0" EXISTING IMPERVIOUS AREA 1,694.05 SO.FT. THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEY6RQl!c PROJECT NO: )PC)) 968-98 SO-FT. CHAPTER 61IG17-6 FLORIDA ADMIN15TRATIVE CODE, PURSUANT TO SECTION 472.027 FLORIDA STATUTE5. ASPHALT WIND EXPOSURE NEW ADDITIONS 2004- 12 ROOF PITCH 5 IN 12 TOTAL IMPERVIOUS AREA 2,663.03 SQ.FT. ENCLOSURE PARTIALLY ENCLOSED BUILDING TOTAL PERCENT OF LOT 41.6% FEMA FLOOD INSURANCE RATE INFORMATION PERTAINING TO LANDS SHOWN HEREON' OVERHEAD INTERNAL PRESSURE COEFFICIENT GCpi = +.55 OR -.55 ZONE X PANEL 120075 0001D DATE 4-17-89 DUVAL COUN�Y, FLORIDA. CONCRETE AS - 1 JURISDICT1110NAL WETLANDS WERE NOT LOCATED THIS SURVEY., EASEMENTS OF RFOORD W--PF `,'nT PPn' "nr"r) FOR T�119 SUP��Y. OF WW"' 1/2" D. THREADED TIE ROD 56)—lop) z #40 48" O.C. - TURN INTO SLAB 12" P.T. 2X6 PLATE". 7 > 6 X 6 X W1 ,4 x W1.4 WWF I-011 N 6 1 Q�-411 6 t� 0 0 _j U. TOP OF SLAB Ld 0 >1 Ln CONC cn 1> PATIO x CONIC WALK uj — — I w w I'E I I . 1% 4 I L VISQUEE —A I I— F- - - - - - - - - - - - I �- Lu z I-El 111111 1 — -__ -. __— - I--I I E� Lu 12; - = I I = I > CMU- z El —.1 1 1— . I I — — 4 —COMPACTED EARTH" 1 51 SEE NOTE 1- z z OFFICE < 11.. 0 z CD 4 to 4- (3) #5'S 44 U- —IdIJ�T— N 0 11 1 CD SF1 DWER -7 EEI I F F— — — — — — — — — — — — I I I I I I I I I I I— — — — — I I I I I 441111-1+44WEi I I I I N d T_=I I 1 4:1. I _=L4 — 10" M I M I 1�1 I #3 71ES 0 24" O.C. I 20 r2 F-- - - - - - - - - - - --- TOP OF S-AB EL.= -1j'2" z 0 CONC FOUNDATION SECTION PATIO 00 CA Z SCALE 1 1/2" 1'-0" TYPICAL FDN WALL @ TWO STORY L-,j 8" CMU W/ 12" x 24" CONT. CONC. FTG. L ci 3- #5'S CONT W/ #3 TIES @ 24" O.C. Li _j co > S% �14 z 0 0 ck� 1 1# 4 —op a_ 1/2" D. THREADED TIE ROD 7? (n F I TYPICAL FDN WALL 0 ONE STORY z 4 P.T. 2X6 PLATE 8" CMU W/ 10" x 20" CONT, CONC. FTG, -,,,�_ 0 #40 O.C. TURN INTO SLAB 12" �j Ln 3- #5'S CONT W/ #3 TIES 0 24" O.C. V) uj W1.4xW1.4 WWF y I H I z n 0 L — — — — — — — — — — — — — — — — — — — — — — — — — - I = I % _00 1__; w T_ I Ff[[[Lttl I I I I I I I I I 11111 HUI I I I I I I I I I I I I I I I I I I I I 111 11LLLI I I I I I I I I I I I o 0 SLAB z 0" L - - - - - - - - - - - - - - - - - - - - - - - - - - - - n- x TOP OFSLAB uj 11 '4 r uj EL.= 0" -J1 - - - -- - - - - - - - - - - T_ I— —=I I M I % 6 MIL VISQUEEN' 0 0 1 oil ZA' 0 4" CONC. SLAB OVER .006 VISQUEEN _j ON COMPACTED SAND FILL N 0 % Z 117-, ,111-11 I�El I I 6x6xl.4xWl.4 WWF P I 1 1 '4 COMPACT FILL (TYP) C) COMPACTE6 ' LARtF I 7-1 1 k�i I 1 :4 1 1��l I 1��l I IE1 I 1��l I 1- 3 1 1 2 0 1 SEE NOTE bi L a- 0 -ji _j TOP OF SLAB F- - - - - - - - - - - - - - - - - - cr Lc) 0 A- A 4 EL.= 0" w (3) #5' 4 1 P4-) r fqk� TOP OF SLAB —1 IdONT C\ \-r EL.= 0" 0� 1 u - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 1_1 I � 0.0 44 F1 z PORCH - - - - - -- - - - - - - - - - - - - - - - - - - - - - L __j 11HIIIIIIIIIIIIIIIIIII IIIIIIIIIIII 1 77 . 7_7 4 4 — — — — — — — — — — — — — -- — — L — — — — — — — — — — — — — — — — — — _j N CONC I M lEd I I_=I I 1EI I _--I I IE1 i 1 11 1-1 00 RAMP 1-1 *1-1 1 1-1 1 1-24 —1 1 1-1 1 1-0-1 1 I—j I 1=1 1 1--f7l 1 I= COURTYARD SLOPE #3 TIES 0 24" O.C. 1 IN 12 (-2 FOUNDATION SECTION 4&NTOP OFSLAB 40 31— 6)) SCALE 1 1/2" 1'-0" EL..= -2" -ji L--- - - - - - - - - - - - - - - - - 71111111111111 11111111 ITF L — — — — — — — — — — — — — — — — — — — 1/2" D. THREADED TIE ROD 15 I—of) 24 I-10)f 17)—o)P 0.4 56 P-1 0)) 4 %% <4 4 . 4. % FOUNDATION PLAN DATE: DEC 20, 2004 4 $p = 19 SCALE : 1/4 _029 CONSTRUCTION (XD % ISSUE V �2 14 FOUNDATION NOTES (2) #5'S CONT. 1. SOIL BEARING CAPACITY IS ASSUMED TO BE A MINIMUM OF 2,500 PSF q. "4,� PROJECT NO: COMPACT ALL FILL AREAS TO A MINIMUM OF 9579 DRY DEN51TY (A5TM ID-1557) 17— 477 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. 2004- 12 SHEET SF 3. ALL REINFORCING STEEL SHALL BE A MINIMUM A615 GR.60 FOUNDATION SECTI ON 3 SCALE 1 1/2" = 1'-0" 4. SOIL BELOW AND ADJACENT TO FOUNDATION SHALL BE TREATED FOR TERMITES. or d z WOOD TIE ROD FROM ABOVE SECURED TO BEAM VIA HTT16 W/ (18) 16d. NAILS MIN HEADER SPAIN TABLE AND STUDS BEAM SECURED VIA WOOD TIE ROD 0 (3 No ci & (1) HTT16 W/ (18) 16d WIINDOW/DOOR 2 x 4 2 x 4 0 _j *,J MAY BE ROTATED 1800 HEADER BEAM n 0 LL MiAX OPENING JACK STUDS FULL HT STUDS TO CONCEAL FLANGE iN_ Lu 21), 0:� 2 x 8 SYP NO.2 3p-Opp 1 2 >1 (n (n 2 x 10 SYP NO.2 Lu 4'-0" 1 3 14 ir 1/2" PLYWID FLI TCH CL rn 2 x 1 x 0 SYP NO-2 w 1/2" PLYWD FLITCH 5-0 1 3 < 2 x 10 SYP NO.2 1/2" PLYWID FLI TCH 61-0p) 2 4 2 x 10 SYP NO,2 pi 7f-O 2 4 Lu > 1/2" PLYWD FLI TCH a (2) 2 x 8 SYP NO.2 51-000 1 2 z AT MASTER TUB > < WOOD TIE ROD THROUGH z CENTERLINE OF BEAM 0 SYP NO.2 14'-0" 4" x 4" POST 0 Ln W/ 3 x 3 x 1/8" WASHER & NUT 1/2" PLYWD FLI TCH A-T PORCH HEADER 0 w x U 0 U) WOOD TIE BEAM CONNECTION x IF OPENING EXCEEDS 7'-0" IN WIDTH SEE PLAN w ALTERNATIVES 0) 3" D. x 1/8" WASHER & NUT 0) (2) 2x CONT WOOD PLATE EQUA EQUAL Ln L L L (\I z N 1/2"D. COUP R 2x STUB WOOD STUDS 0 16" O.C. V) u STUD WALL p In Y_ > 0 z HEADER SEE SCHED 0 U) zy z 0 MULTIPLE KING STUDS Ln SEE SCHEDULE mi 1/2"D. THREADED ROD cr_ v ui JACK STUDS SEE SCHEDULE z SILL PLATE 2"D. x 1/8" THICK WASHER & NUT V) OPENINGS TO 5' WIDTH cl USE (1) SPH4/6TOP Lu z IL U) '*1 AND BOTTOM INSTALL (2) SIMPSON MSTA 36 (n OPENINGS 5' TO 7' WIDTH OVER BOTH SIDES OF HEADER USE (2) SPH4/6 TOP AND BOTTOM & SIMPSON RSP4 AT 0 x SPH4/6 AT 32" O.C. I'F 0-0 BOTTOM OF EA JACK STUD V) (TYPICAL) WHERE THREADED RODS CANNOT BE USED 0 0 0 z 0 N 1/2" D. THREADED ROD WOOD PLATE 0 CL TOP OF FLOOR 0 0 DRILL 5/8"D. HOLE, SEE ANCHORAGE DETAIL----"� w CLEAN & FILL W/ EPDXY FOR EMBED V) & 1/2"D. THREADED ROD z TYPICAL HEADER DETAIL TIE ROD EXTERIOR STUD WALL SCALE : 3/0" I'--ON SCALE 3/4" 1'-0" u STUCCO ON E-4 1 1/2" FOAM TRI SLOPED TO DRAIN AND CAP STUCCO FINISH 1 #3 STUCCO FINISH % 1 #3 0 DO FILL W/ GROUT POURED FOOTING 0 Cmu �D TIES @ 16" O.C. VERT. % 8x8xl6 CMU 7FITE IN 4 00 00 DATE: DEC 20, 2004 POURED FOOTING CONSTRUCTION I ISSUE I F 2 PROJECT NO: rA Tr Or 2004- 12 7_�TYPICAL COURTYARD WALL PIEM SECTION TYPICAL COURTYARD WALL PIER DETAIL SHEET �A�2 SCALE : IN = 11_0" SCALE : I" = 1'-0" S - 2 OF THREADED ROD ANCHORING SYSTEM 1 . THREADED ROD: 1/2" DIAMETER A307 CONTINUOUS THREADED ROD EXPDXIED INT0 CONCRETE FOUNDATION AND PLACED VERTICALLY THROUGH THE DOUBLE #2 SYP TOP PLATE WHERE IT IS SECURED VIA A YxYxl/8" STEEL WASHER AND NUT. 2. EXTFRIOR WALLS: 0 cl ROD SHALL BE INSTALLED AT EACH CORNER POST AND NOT AT MORE THAN 6 FEET ON CENTER THEREAFTER. THE ROD rA A cl No ON CENTER THEREAFTER. THE ROD SHOPULD BE EMBEDDED AT NOT LESS THAN 4 1/2" INTO MIN 2,500 PSI CONCRETE A-6 0 _j ci U. 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 TW(O PIECES OF ROD TOGETHER TO 56, 1 o CREATE A CONTINUOUS PATH FROM TOP PLATE TO FOUNDATION. 00 >1 V) V) 3. INTERIOR WALLS: 0) SPACING MAY REMAIN 6'-0" O.C. BUT REDUCE UPLIFT CAPACITY 490 LBS FROM 535 LBS UNLESS STIFEINING SHEATHING e 11 —0 6 1 x 4. TIE ROD SPACING: U-1 6') ul 4)- 4)) 6'—Ojt 2Y-8 16'-0 11 4 0 ROOF TRUSS UPLIFT: 0 LBS — 1,000 LBS ROD 0 4'-0" O.C. INTERIOR ROD @ 6'-0" O.C. EXTERIOR LLI w z m 1,001 LBS — 2,016 LBS ADD oNAE ROD ADJACENT TO TRUSS z Lu u.j > 2,017 LBS AND GREATER SEE DR)AWINGS 41 16 > z 6 z 0 cc ..... ............... ....... ....... p ........................... ...... . 4 ... .......................................... . _3438 CR 0 ................................ ................ .......... ............................. ......... 22 .......... ............................ ........... <7. 46 ... ......................... ............ 00 ............ ........ ............... ............. ND ................ ................. 1`0 —4 1 4'_ ...................... .... .. OFFICE 00 ..................... ....................... ro ....... ..... .. ....................... 4 00................ ........ ..... ... ................ 00 ......................... .. .................... ....................... .. ................... S11 WE ................ ..... . .............. I U) .............. 3�50 ASED OPNG I A 4 3 f5 0 0 ............. 1 /2)) D. ................... 3450 00 --- - - -- - THREADED ROD (TYP) cq 2 ;: % > ................ 0 1 % m ............. ........ ......... e co ..................... ......... bi....... ........ . ....... ............. ................ 0 0 .. ...... B�DROOM//2 o1r) > M . ....... Qo SUN 00 z ..... INC) o ...... BEDROOM 1 0 0 < 0 IN9 4 Ln ............. ................ A, z Y ROOM li %Z� mo ................ ...... 0 ul ..... .. .... < ........ _Nt �VAULTED CEILI IG 7- 'AT 0 00 ........ .............. '7 ............ )_V) ..... ........ N In 40 Ln ................ y co .............. . ... 0 le4 ........ r2 INA N"N� 1 /2" D. THREADED ROD (TYP ........... B—B I* CASED OPNG co ... ..... .... . ............... Ln ........d., , ­­ ...... *111*. % A-6 -In 00 V) In . ...... ...... CD .......... I *.*. A w iR: N l__- .......... ....... z ........ ...... e__4 8 op ............... 0 .......... CD 0 In > w ....... 3 NL In r) E E .................... ......... V) ... .......... ........ U) r 3 .... .. HALL 1 Ld I CLO y1coo-C ........... ......... ...... 21 )— 4" ... . ........ A-6 0 —7 co ............ N\. � A '\,A ,2 CLO . ............... ........ .... ....... 100 0 0 X ........— "*"­ 7 10 1 2 61- 3)7 " 4)- 2'p 4)-2 15f—S) Lu V.. ..... D 4' e 41— 2" 6)-4)) A�_- 2 4'— 2 6 8 (D Lu ............. ..... ............... ....... F_ ............... .......... Lo ...... 2 c r__ r_9 0 ............ ............. ...... 10- In n ...... 3450 3450 3450 GREAT 0 I - 0 - 0 d.... .. SHELF M .................. 3 /1 0 3450 31450 ............... - L ............... % ,,-* 00 N .d It........ ........ N s n ............... .. ... % B AIH 4-T X ........... ........ ro % ROOM 0 Lo .............. — — — — — — — — — — ........... ... ....... ............. 0 .. ........ ..d............. .......... .. ... .....d.. ........ _H R ........ ........ N --:D -t,-) B A I 0 CD ....... OOM 1 ............ F_ .... . ... ............. ........ VAULIED CEILING ro 0 ...4 %%.. 4..... ................ .4......... ....... HALL 2 ........ ... ...... ....... .. .... ............. )LL ol SI"E HEET A-4 0 6'_ 4 Ed ..... ....... . I — 4'— 2 5 9 1 4 54 LIN do cn ....... ...... ..... el(cm < ....... ...... ...... ............ 5 0 ........ ........ `N - -- - - --- 0 o" HIGF ........ CLO ...... . El\ UN )ER � ............... .............:2, 3 o ... ........ ...........r ....... 0 A CLO y .................... BEDROOM 3 E fW�DH LAUIADRY Ln ..............d ........ **"*....... WA ................. x .... ... ........ ............................. ..................... ........ — — — — — — — — — - 0 .... **'**... ... 2 *4 ....... KITCHEN ... .... ........ .... .............. ............... ........ 0 1"*%, — ..... ...... ................. 7 7.7. 1 . ... ..... 36" HIGH ......... . ................ 0 4 -Z4 CLO .......... ........................... ...................... .. ... .... ................ 31450 3450 d.d ..:. . ............ ........ ............... ............... ................ . ... ..... d.............. .... p ............... d.d........... ................... ... ....J...... .....-...d................ d.............. .... I...... ...... ........ 0 STAIR ....... .................. -REF— — STAIR UP ... ................ DW c) ................ ..................... .. .................. ................... 1 ......... - --------- PORCH ----i ... ....... .... ..... ....... f% 1 000 .............................4... ................... ............. .............. .....d.......... ................ ............... 2838 (D 2838 2 8 3�E� .......... �2 6' z-Ull+l d........................... ............d................ ........... .............. ................ .4................... ....... ... .......................... r__F 2 N .................... ....... ................... d ....... . .................... 9 v3)— 4)) L,31-4)l 61- 2$) —_71 %00 4)—6;j -x"I'd- ........ 3 Jr 41k 3) c\j QD ................... YC—C ....... ....................... GARAGE )) 0* J* '5'-r 0 0 10, .............................. ......d...................... A-5 N�—�6 1 #4 dor 0 ....... 0 . ...... i 0)p F ................ 25 ........d 00 Ilk —61) .................... ............................. if-6)) 1 6 1 ............4.......... .................................... COURTYA D ......... ..... . ................ ............ ... ............................d.... ..........d........... ............................. ............. ............ 1`0 ............................ ........................ ......... ........................ y1coo—C CDURTYARD WALL PIER A ........4. ................................ SIE SHIIT S-2 .............................. . ........ ............4........ ........................ ...............4......................... ........ ............ .......... ........... ............d......... rA- VINYL FENCING . .......... ... .................................... ....d...... ............ ............ .......... ................................. ................................................. ..-*.. ......... 8 x 7p-0pl OVERHEAD OOR L .... .......................................... .............................................d......... .. ........................... d...d............................4....4.............. ......................................................... L DATE: DEC 20, 2004 r 0)—ot ol 6 4" io'—o 5-5p) 0)—l )) o, 61—6) 6 6 1 5 5 CONSTRUCTION ISSUE 13 241-10 17 -0 1- 1 V) v 56 PROJECT NO: 2004- 12 -._-.E. r09 ^B—B`N� A HELV ............... ........... ............ IL 4 .. 7CE P.0 0-0 .lp 2 -A SECOND FLOOR PLAN 660 SQ. FT. SCALE : 1/4" V-0" FIRST FLOOR PLAN 1320 SQ. FT. - A - 2 SCATV : 1/4" = V-0" N".. OF j) FIBERGLASS SHINGLE ROOF d z % to 1-- o LL 0 STUCCO VINYL RAIL U) n ui x FT co V) U) U) ---r 41% W w z z Lu Ld U) -1 > 0 LLJ LLL z > z o j c) 0 CD 00 00 CD FE -0 z 0 0 CIL V) %J 0 + NORTH COURTYARD ELEVATION FRONT EST ) ELEVATION 19 1 13 it = 11-011 SCALE 1/4 1 —0 SCALE 1/4 0) z 0 (D 6" STICCO TRIM (TYP) Lr) z LL Ld M EE > J_- z 0 44 0 x U) 4 Z 0 z 0 W :2 LLI y IL (n V) El- J Ld x z 0- C) Ln o Ld x 0-0 CL x w Ld LLI LE r 0 u z BACK ( EAST ) ELEVATION SCALE 1/4" l'—O 0 0 VINYL FENCE V) STUCCO ON CMU -,,, CD .................. c SIDE ( SOUTH ) ELEVATION SCALE 1/4" 1'-0" Ell- ILLL— C) DATE: DEC 20, 2004 CONSTRUCTION ISSUE PROJEUr NO: 2004- 12 a Effl SIDE (NORTH ) ELEVATION SOUTHICOURTYARD ELEVATION SCALE : 1/4" = V-101" SCALE : 1/4" = l'—O" A .3 ) OF ....................... .............................. (3 ....................... ....................... z V?� .............................. .............................. . . . . . . . . . . . . .............................. . . . . . . ."'. . . - - * '.... \ . . . . . . . . . . . . . . . . . . . . . . . . . . ./. 4 q 4 . . . . . . . . . . . . > BIRD ...................... . . . . . . . . . . . . . . . . . . . . . . . . . . 2 ....................... Room . . . . . . . . lo 0 CONC _j . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LL . . . . . . . . . . . . . . . . . . . . . . . . 2 X* 10 RIDGE ....... IN . . . . . . . . . . . . . . . . . . . . . . . . . . . .... ............ . . . . . . . . . . . . . . . . . . . . . . . . . . . . PATIO . . . . . . . . ... . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........ .. .... . . . . . . . . . . .... ... ................... . . . . . . . . . . . . . . . . ......... .................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................... . . . . . . . . . . . . . . . . . . . CLO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... ..... —LLL .......... ................ . ............ .. . . . . . . . . . . ...... . ....... .. . . . . . . . . F .......... uj BED �OO \A 3 F: W L .... .................... . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... ... ................. - < 4 x 4 POST 0 a_ > .......... . ..................... . . . . . . . . . . . . . . . . . . . . . . . 00 1 ...... ... I I I )) I I !--:* ............... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4111- - !-I �--- - m m.m.. m.. - ( ...... ....................m. . . - . . I . . . . . . y z 2 x 4 0. C. — m.. ................ ...... ..... . . . . . . . . . . . . . . . . . . . . . . . . . ... ....... LLJ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . cn r S AIR 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -V*�-�. u . .... ..I............... 4 o u u� GREAT . . . . . . . . . . (J� > x ROOM ....... .. ...... ....................... < m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 .............. . . . . . . . . . . . . .................. ..... . . . . . . . . . LLJ ................. . . . . . . . . . . . . . . . . . . . .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . x . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . * ' ' . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . Lij cn . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... L . . . . . . . . . . . . . . . . . . . . . . . . m . . , ' ' ' ' ' ' ' ' * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Lo . . . . . . . . . . . . . . . . . . . . . . . . . . . . * * * . . . . I . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . z . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PARTIAL SECOND FLOOR ROOF FRAMING PL N . . . . . . . . . . . - 0 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Lo SCALE 1/4" 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . C\l < . . . . . . . . . . . . . . . . . . . . . . . . . . . . I , * , , * , m * , * * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . z . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Lj POIR H ... . . . . 12 . . . . . . . . . . . . . . . . 5 F-- z 'o V) y 0 BOUNDRY OF DECKING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . z a 0 a 0 9 9 a 0 . . . . . . . . . . . . . . . . . . . . . . . . NAIL SPACING -1-2----- 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . V) 4 x 4 POST 0 SUPPORTED EDGES ...... . . . . . . . . . . . . . . . . . . . . . . . . . 12 12 12 3 ABOVE HEADER .5d Q 4" C/C EXAMPLE OF PANEL EDGE 5 F-- 3 r-- 5 F-- y- W/ BLOCKING. . . . . . . . . . . . . . . . . . . . . . . . . . . PLYWOOD PANEL INSTALL #2 BLOCKING 0 ALL V) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1.2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . V) Ld HORIZONTAL JOINTS. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . z GREAT ROOM ROOF FRAMING PLAN 3 $1 9— SCALE 1/4 1 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . NAILING TO INTERMEDIATE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . V) . . . . . . . . . . . SUPPORT: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 0 9 . . . . . . . . . . . . . . . . . . . . . * - . . . . . . . . . . . . . . . . . . . . . . . 8d 0 10" C/C MAX. * . . . . . . ... . . . . . . . ..... . . . . . . . . . * ' . , 6 ' 6 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXAMPLE OF----_ UNBLOCKED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . UNSUPPORTED * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PANEL EDGE: I . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' * ' ' ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . .—7--. 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . ROOF TRUSSES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . .. . . . . . owl HURRICANE CLIP SCHEDULE . . . . . ... . . . . . . . . . . . . . . . . . . . . . ...V . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TRUSS UPLIFT H—CLIP STUD TO TOP PLATE STUD TO BOTTOM PLATE Q . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NAILING PATTERN FOR ROOF & WALL SHEATHING . . . . . . . . . . . . . . . * * * ' ' * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A 1 1239 2-1-18 SEE TIE ROD SEE TIE ROD N.T.S. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . IMP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . ­ * . . . ­ . . . . . . . . . . . . NOTE: ALL SLOPES ARE 5 IN 12 UNLESS NOTED OTHERWISE . . . . . . . . . . . . . . . . . . . . . . . . Bl 514 1—H8 SEE TIE ROD SEE TIE ROD . . . . . . . . . . . . . . . . . .% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . B2 514 1-1-18 SEE TIE ROD SEE TIE ROD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . B3 828 2-1-18 SEE TIE ROD SEE TIE ROD C). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . B4 822 2—H8 SEE TIE ROD SEE TIE ROD cl 418 1-1-18 SEE TIE ROD SEE TIE ROD COURTYARD C2 664 1-1-18 SEE TIE ROD SEE TIE ROD C3 184 1—H8 SEE TIE ROD SEE TIE ROD ROOF PLAN cil 243 1—H8 SEE TIE ROD SEE TIE ROD "SEMCO" HCPLR/LL SCALE 1/4" V-0" @ ea. RAFTER ea. SIDE CJ3 275 1—H8 SEE TIE ROD SEE TIE ROD Cj3A 126 1—H8 SEE TIE ROD SEE TIE ROD 2 x 8 S.Y.P. RAFTERS @ 2'-0" O.C, 2 X 10 S.Y.P. LEDGER INSTALLED TO EXISTING ROOF w/ (2) #12 x 4-3/4 ROOF GRIP SCREW 0 ea.TRUSS BELOW c) Dl 470 1—1-18 SEE TIE ROD SEE TIE ROD C) D2 469 1-1-18 SEE TIE ROD SEE TIE ROD d STEP FLASHING 0*0 D3 754 1—H8 SEE TIE ROD SEE TIE ROD El 347 1-1-18 SEE TIE ROD SEE TIE ROD "SEMCO" RTP10820F 2 x 8 RIDGE BEAM "SEMCO" HCPLR/LL EJ2 225 1-1-18 SEE TIE ROD SEE TI E ROD r - 0 ea. RAFTER ea. SIDE DATE: DEC 20. 2004 2 x 8 HIP BEAM q ROOF SHINGLES 339 1-1-18 SEE TIE ROD SEE TIE ROD PRE— ENGINEERED TRUSS NNIN, CONSTRUCTION EJ5 CO" FAP18F ISSUE ea. SIDE t ut HJ2 251 1—H8 SEE TIE ROD SEE TIE ROD d-�-y i r. HJ5 398 1—H8 SEE TIE ROD SEE TIE ROD 2 x 8 S.Y.P. LEDGER INSTALLED TO GUTTER —3(4 EXISTING ROOF w/ (2) #12 x 4 OW 205 1-1-18 SEE TIE ROD SEE TIE ROD ROOF GRIP SCREW 0 ea.TRUSS BE PROJECT NO: 2 - 12 2003 *�V2 o o o UZ Li J_ LH 7EDGES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I El "S e cj�M! 9 8 Y.P. I FDG FR ll� J2 257 1-1-18 SEE TIE ROD SEE TIE ROD 2 x 6 S.Y.Pm RAFTER @ 2'-0" O.C. SHEET OVER FRAMING DETAIL STEP FLASHING DETAIL NTS N.T.S. A - 4 OF .............. . FALSE BEAMS ra GYP BID CLG 0 Is 0 0 _j U. Li > 8" CLASS BLOCK fl� 3 1 /2" WOOD MOLD (TYP) Li 8" GLASS BLOCK U) GYP BD >1 % OPEN Li re ZZ 0- - VINYL COATED x GYP BID R S 0 0 0 'o 2 TO TO ui I 1 0 > - 0 REAT ROOM KITCHEN 0 J 00 n z > < CLOSET 5z BUILT—IN z BANQUETTE 0 Q) Lf) Ld h — I '_ L= ui cl h- zz;p C4 0 p \-- x N I . . . I/.., -, 6" WOOD BASE (TYP) /01 5_0 11 ol CABINETS BY OTHERS STAIR BEYOND TUB/SHOWER KITCHEN ELEVATION K�b� GREAT ROOM ELEVATION rc_N� BEDROOM 2 ELEVATION �5 3/8" l'—O" �5 1/4" l'—O" �,�5 1/4" l'—O" z 14 18 Lo 1 /2" CDX PLYWOOD ROOF DECK E_ 10 o 1 1 2 AIR SPACE LL 100 M co R-30 INSULATION > 0 00 0 Z V) Ln 2xlO @ 24" O.C. z Y z —L—\ GYP BD CEILING V) V) COVE TRIM V) 13 1 /2 3 2X4 w ol 3/4" STAIN GRADE WOOD 110 z D/W 2 X 6'S FALSE BEAM SECTION z 1 . Ka_—`a'� BANQUETTE SECTI ON Kb _b (n I_ 0 U) 1\�5 1/2"" V-0" 1 1/2 1'_o" STAIR CLO REF SINK x Ld n Ld d KITCHEN ELEVATI ON NOTE: CABINETS BY OTHERS 0 �5 1/4" l'—O" z 0 P: 12 5 F OAK CAP ON HALF WALL HALL 0 SOLID BLOCKING (TYP) Q0 OAK CAP CD co N L 10 NOSE TREAD co CLO 0 0 SIMPSON A35 T- I I I T- EA SIDE S% H SIN @ CD T CD - Q0 t T_ cn V) 2 x 10 BLOCKING %r -00 < < Ln LLj LIJ Fi"r ll._� 11 DN UP co w E-1 @ (3) 2x12 STRINGERS po V� 41 �j Li 00 TO KITCHEN —1 c) 0 CD TYPICAL TREAD 00 6'— 4 00 SCALE: 1 12/2" l'—O" 0 DATE: DEC 20, 2004 SIN 00 ---------- ------------ CONSTRUCTION ISSUE 00 A—A rA A liz— u 1, 5 1 PROJECT NO: 7T @ 10 2004- 12 FIRST FLOOR STAIR PLAN rA—_"X� S T A I R SECTION e"'�lSECOND FLOOR STAIR PLAN K�2 1/2pp = 11-01) \Q�5 1/2" 1/2" A - 5 OF ) 40 YEAR FIBERGLASS SHINGLES / . ON 15# FELT ON lj2 COX PLYWOOD 2XIO JOISTS 0 24" O.C. 2x4 OUTRIGGERS 0 24" D.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 Eld 0 10 O.C. FIELD ZZ z 4 x 4 POST 2 - MSTA 24 T&B CONTINUOUS METAL FLASHING 40 YEAR FIBERGLASS SHINGLES o ON 15# FELT ON V2*.CDX PLYWOOD 4 cl N 0 8d O"o AT EDGE _j N) 8d 0 10 b-C. FIELD LL 12 5 U) D.C. PREENGINEERED TRUSSES 0 241 V) HURRICANE CLIP EA TRUSS V) SEE SEC,HEDULE U) x - -—-—-—- —-—-—- uj LLI Lj Lj L-i L_ Li w I < 5/8* EXT GRADE uj z 5/8- GYP EID (.,-"P) R-30 BATT INSU-ATION DOUBLE 2X6 PLATE P D M 0 1 J-4" STUIC ON z Lu Ld PN # ON > R-19 BATT INSULATION U) _j 3/4 8 EATHING 1 x8 FiASCIA > z 2x6 SUB F/ASCIA z < z 0 0 PERFERATED SiOFFIT V) ul 5 18' GYP BD (TYP) Ot 2X6 '�TLDS 0 16- O.C. 1/2" D. TREADED ROD N 0 SEE PLAN FOR LOCATIO -G.0 4 ROOM SEE-SC EDULE— FOR HEADER SIZES 0 M GREA RCOM I ARCHED OPENINqG L PORCH SHOWER 0) I' BENCH L—L 0) F_ 6" WOOD BASEIBOA 11 (TYP) 0 z 1 IN 12 SLOPED CONIC RAMP Lo cq —-—-—- cq Jj z LLI 101-I-L _j T—ul— — — wn _w_ I _Lu_w_w­l ci Tll�lll� Ld IS LU FOUNDATION SEE SHEET S-1 TTI F;--i W-w- ii-i - - li "A.4 0- p lil W-U-ul: Tn-F LI > ml - z PIMPTI'm 0 w CL Z y M—m=_mLLEM fll_m___mT `A B Ln /,A—� UILDING SECTION 115 T Ill IT,-1-.11 I-M, 1/2- 1'-0- z 0 2 x 10 RIDGE 2x8 JOISTS 0 24" O.C. 12 12 uo) Ld 2X8 0 24* D.C. 3 F_ 5 y IL H8 EA JOIST H8 EA JOIST V) z a_ cl >_ Ld u Lo -—-—-—-—-—- Ld cr co 0- , \ 2X6 0 24" O-C, x 0 2 2 1 3/4 x 11 7/8 MICRO LAM RIDGE BEAM az 40 YEAR FIBERGLASS SHINGLES BEDROOM 3 HALL ON 15#,FELT TO CLOSET ON 1/2 COX PLYWOOD 8 1/2" R-30 BATT INSULATION 8d 0 4" O.C. AT EDGE 8d 0 10" D.C. FIELD 101 0 co D.C. 1A 2x4 0 16" D.C. "�1�2X4 0 16" O.C. 12 0 0 2XlO' ROOF JOISTS (9 24" D.C. 5 V) 3/4- T&G PLYWOOD SUBFLO)R < HURRICANE CLIP H8 VIA JOIST SEE SECHEDULE FALSE BEAM EVERY OTHER JOIST PLATE TRUSS JOISTS 0 116' O.C. 1 x8 FASCIA ------ SEE FLOOR PLAN FOR LOCATIONS -—- AND LOCATE JOISTS TO ALIGN _L % I I Li SEE SECTION b-b ON A-5 -—-—-—-—-—- -—- GYP BD CEILING BEYOND �n 2x6 SUB FASCIA TRUSS JOIST C� PERFERATED SOFFIT 1/2" OSB SHEATHING 8 d 0 4" O.C. AT EDGE 8 d. 0 10" O.C. IN FIELD (TYPICAL) WINDOW SEE SCHEDULE TO GARAGE KITCHEN TO GARAGE TO 50tl ROOM TO OUTSIDE c I) b 1/2" D. TREADED ROO 1/2" D. TREADED ROD SEE PLAN FOR LOCATIO�� SEE PLAN FOR LOCATIONS con 0 1 1/2" D. TREADED ROD 2X6 0 16" O.C. SEE PLAN FOR LOCATIONS 00 0 0 �* u L STUCCO ON LATH 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) -—-—-—-—-—-—- Ir i DATE: DEC 20, 2004 m, *1_rmu U ALI I 7"-Li I m MLNI 1��l I ILLm glues L I -I I_llLF-LHl_ -w-w-w-1 W-7:::l 1 P=l _LLr._T wHL_uMTI Iw lfi-LH-W=W: I LLI--W-W 'TqLIM11-111-111- L�IW TmTT 91 Il I 11-11 1=- IT ISSUE 9-m- w-w 0 A - m m `46"I'6aus Ml WE _IE_w_ I - - -'1,1.. I IF,I IS F,NE il FOUNDATION SEE SHEET S-1 gg FOUNDATION SEE SHEET S-1 CONSTRUCTION I. ft. m—m—m— m ILI —11 P Tr LI F�I=1 1;1 r I-A I I-Lul-111- q rr ffil 111, ilT 4 PROJECT NO: 2004- 12 f, 0% I� -7 A__9\ BUILDING SECTION rc-_c'� BUILDING SECTION ��6 1/2- = 1'-0- 1/2' = V-O' PREENGINEERED TRUSSES (9 24" O.C. d zI 40 YEAR FIBERGLASS SHINGLES ON 15# FELT ON 1/2:: CDX PLYWOOD 8d @ 4 O.C. AT EDGE 12 jp r- 0 8d @ 10 O.C. FIELD 5 F__ _j LL Ld i� HURRICANE CLIP EA TRUS& Lo w SEE SECHEDULE V) U) Ld (-XXJU Q� — -S., - — - — - — - — - — - LL U) X Lo LLJ < uj z 0 Lu > z z — — — — — — — > < R-30 BATT INSULATION z CD 1- 0 U) STUCCO ON LATH uj C3 ON 15# FELT ON U- 0 1/2" OSB SHEATHING �2 ON 2x4 STUDS @ 16" O.C. X 11-4m R-19 BATT INSULATION R-19 BATT INSULATION 0) CONTINUOUS FLASHIING Lo 0 I 'co z 6" WOOD BASEBOARD (TYP) Lo cq 3/4" T&G PLYWOOD SUBFLOOR 9% z LL ci M r 12d @ 3" 0,C, > 0 PREENGINEERED TRUSSES @ 24" O.C. z X ALONG TRUSS 0 [L (f) WEB MEMBERS TR JOISTS @ 1 b" C. Y_ SEE MING P z 40 YEAR FIBERGLASS SHINGLES P.T.2 x 6'S 1/8 3 3 ON 15# FELT - — - — - — - PLATE WASHER Ln ON 1/2" CDX PLYWOOD P.T.2 x 8 8d @ 4" ,,O.C. AT EDGE 12 U) w w 8d @ 10 O.C. FIELD 51 HURRICANE CLIP H8 z HURRICANE CLIP H8 EA TRUSS TRUSS JOISTS r) EA TRUSS DOUBLE 2X6 PLATE U) 0 1 c> 0.C. Lo En IL" Lo C) Lf) Ld X 10 co V) x 0 I x8 FASCIA P.T. 2 x 8'S @ 16 0.C. X @ EA TRUSS 1/2" D. TREADED ROD 8 4'—Ow 0 SEE PLAN FOR LOCATIONS 2x6 SUB FASCIA 0 4x 14 BRACKETS C4=) 0 SEE ELEVATIONS t R-30 BATT INSULATION STUCCO ON LATH C) 0 PERFERATED SOFFIT ON 15# FELT ON 1/2" OSB SHEATHNG ON 2x4 STUDS @ 16" O.C. 0 0 - - — - — - — - — - — - - R-19 BATT INSULATION 1/2" D. TREADED ROD Q 0 < SEE PLAN FOR LOCATIONS 00 co vwti 5/8" GYP BID (TYP) 5/8 GYP BD (TYP) STUCCO ON LATH I 2XI5 STUDS @ 16" ox, ON 15# FELT ON 6" WOOD BASEBOARD (TYP) 6" WOOD BASEBOARD (TYP) 1/2" OSB SHEATHING ON 2x4 STUDS @ 16" O.C. R-19 BATT INSULATION IK z - - — - — - _2-7 L co co 00 _HN I� ��m 1 4r=�Fr=�F�mmm7rww :--I I F -- — — — — z --::1117:11 1=1 I ILI I ILI i—I I I—I I IEW I I 1EI I Fi I I E E�_] E: I 1_1 I 1_1 I IEI I ILI I I Li I 1_1 I I-I I F��]I I-- �m 1-111-111-IIF:111- 11 111=1 I ILL - =fljE7w=Lb W=l I 1=1 I 1=1 I IE� (o 1=1 I 1_1 I F:9 I 1=1 I I= I I 1_1 I I_I 11-1, u -4 11 =1 I 1=1 I kEd 'El I 1=1 I 1=1 I 1=1 I L I I ILI I 1=1 -Et=11a I ILI I I-I I I El I ILI I 1=1 I I I__I I IEl I ILI I I_= I wip''Lim I 1=1 I 1 —11 IEF I I —111 1- A I I I'Ell 11 F,I ILI I Ell Ll I Ell I ILI I IE ij IE-'''Fl I Lim =11 --I I l�El I ILI I lE=]I F-I I L LE - w :11 1=1 I IEl I 17=1 I 1=1 Ell 111EIIIE111EIII 111=111 IL FOUNDATION SEE SHEET S-1 FOUNDATION SEE SHEET S-1 FOUNDATION SEE SHEET S-1 DATE: DEC 20, 2004 CONSTRUCTION ISSUE WALL SECTION r2"" WALL SECTI ON r3 WALL SECTION �7 3/4" l'-O" 3/4" V-0" 3/4" l'-O" PROJECT NO: 2004- 12 NA L A - 7 OF z F I N I S H S C H E D U L E A > STUCCO FINISH r" cl ROOM FLOOR WALLS REMARKS 3/4 SHEATHING — ... SYSTEM 1- 0 PORCH TI LE PAINT ON STUCCO PAINTED PLWOOD CEILING Cl cj DOUBLE SLOPE > uj GREAT ROOM TI LE PAINT ON GW13 STAINED WOOlD BOX BEAMS 1 IN 2 2X HEADER BIRD ROOM TI LE PAINT ON GWB TILE IBASE W/PLYWOOD SEALANT & _j V) SPACER BACKER ROD KITCHEN TI LE PAINT ON GWB cn x STUCCO uj w HALL 1 TI LE PAINT ON GWB 1 /2 GYPSUM < fy _�c ON RIGID INSULATION BOARD Z PAINT ON GWB TILE SHOWER, SOLID SURFACE SINK & COUN GLASS BLOCK BATHROOM 1 WOOD TER VAPOR BARRIER GRID SYSTEM > STAIR WOOD PAINT ON GWB THERMAL BREAK z — 9 m 0� > z SHEATHING IL < HALL 2 WOOD PAINT ON GWB j- MEMO yz z CLASS BLOCK �. 0 CD BEDROOM 3 WOOD PAINT ON GWB CD GRID SYSTEM U- 0 BATHROOM 2 TI LE PAINT ON GWB TILE SHOWER, SOLID SURFACE SINK & COUNTER DRIP REVEAL 0 Z— BAR PAINT ON GWB CLASS BLO,CK BEDROOM 2 WOOD BACKER BEAD AND SEALANT GRID SYSTEM GARAGE SEALED CONO UNFINISHED GLASS BLOCK PERIMETER SEALANT 0 PIECE FLEXABLE MEMBRANE NOTE: ALL PAINT SHALL BE PRIMER PLUS TWO COATS FLASHING -- GLASS BLOCK Lo D 0 0 R T Y P E zo 0) CLASS BLOCK B 0 0 T GLASS BLOCK,--.-, GLASS BLOCK z GRID SYSTEM SEALANT T— BAR >0 Y z L.J FLASHING AT WINDOW HEAD GLASS BLOCK WINDOW HEAD Itl SCALE 3 V) 6 1$ = m SCALE 3 m z A B c D E F V) w z U) o co ui C-0 n_ x x GLASS BLOCK 11 E D U 1-i E D 0 0 R S C GLASS BLOCK GRID SYSTEM SEALANT :mm) FLEXABLE MEMBRANE 0 NO. TYPE SIZE MATERIAL REMARKS T— BAP\ GLASS BLOCK 3: FLASHING BOOT z A 6 ' - 0" x 7' — o" PAIR SIC WOOD DOORS DECORATIVE DOORS 0 - (1) 4 �5 BACKER BEAD AND SEALANT 02 B S - 07) x 7) - 01) FRENCH DOOR — GLASS BLOCK 0 :NT NO MULLS SLOPE SILL C) (3) C 6 ' - 0" x 7 — 0 SLIDING GLASS DOORS 1 IN 2 GLASS BLOCK 0 C4) D 6 ' - 0" x 7' - 0" SLIDING GLASS DOORS n 0 w — - z SEALANT u (5) E 2" - 0" x 7 ' - 0" WOOD GLASS BLOCK GLASS BLOCK (6) S - 0)) x 72 - 07' SC WOOD DOOR GRID SYSTEM F u VAPOR BARRIER GRID SYSTEM (7) F 3' — 0 x 7' — 0 SC WOOD DOOR PERIMETER PIECE Z— BAR (8) F 3' — 0 x 6 ' — 8 WOOD SHEATHING F 3) — o)l x 6 ' — 8 WOOD i GLASS BLOCK (9) 0 GRID SYSTEM C F 3' — 0 x 6' — 8 POCKET DOOR THERMAL BREAK (10) 9 F S — O" x 6 ' — 8 7' POCKET DOOR STUCCO ...F��SEALANT & ON RIGID INSULATION con F 3) — 07' x 7' — 0 SC WOOD DOOR BACKERROD 1 ,3 F 2' — 6 " x 6 ) - 8p) WOOD 3) 3/4 SHEATHING 2X4 STUDS A, STUCCO FINISH (14) F 2' — 6" x 6 ' — 8 WOOD SYSTEM F 5' — 0 x 6 ' — 8 SLIDING DOORS 1 /2 GYPSUM 3/4 SHEATHING F 2' — 6 x 6 ' — 8 POCKET DOOR BOARD (17) F 2) - 6 " x 61 — 8)) WOOD U8 D 6 ' — 0 x 7' — 0" SLIDING GLASS DOORS C) FLASHING AT WINDOW SILL GLASS BLOCK WINDOW SILL C19) F 2' — 6 x 6 ' — 8" WOOD I 00 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 z L 0 M cl lo 0 _j u. Ld (n Lu 20- V) U) ly x w s ER Li u 5FN 4 z Lu Lu z w �- uj > U) -j z LIGHT > z z ca 10 Ci -P- BEDROOM 1 W V) w (p . 0� m 0 0 BALCONY ABOVE B A FLC 0 N Y < CONC m PATIO BEDROOM 2 Ro 0) CLO z GFI CLO 3 Lo 3 VAULTED CEILING (pGFI (D ci 4E H B (P CK 0 Q- V) HALL C) y GFQGFI L z LIN LOto V) CLO EDROOM 3 L LAU14DRY Lo KITCHE En 0 Ld Ir- N, 0- X 4� t) Ld CLO qW P 00 Li u P 0"� :D 0 8 A W.P. P 0 CH z LICHT TO WORK 0 F- W/ OPENER AND W/ SWITCH 0 wx a_ RAGE 0 0 GARAGE DOOR w V) 50PENER NOTES u z < MECHANICAL/ELECTRICAL CONTRACTOR TO VERIFY ELECTRICAL REQUIREMENTS FOR ALL MECHANICAL W EQUIPMENT, ELECTRICAL APPLIANCES ETC. ALL OUTLETS ABOVE COUNTER HEIGHT IN KITCHEN AND BATHROOMS TO BE G.F.I. TYPE AS PER LOCAL CODES. VERIFY WITH OWNER LOCATION/TYPE OF ALL FIXTURES, PANEL IBOXES, OUTLET PLACEMENT ETC.. BY M 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 =4 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" U ELECTRICAL LEGEND DATE. DEC 20, 2004 SINGLE POLE SWITCH EXHAUST FAN/LIGHT FLOURESCENT FIXTURE $3 3 WAY SWITCH SURFACE MOUNT FIXTURE Q: DUPLEX RECEPTACLE HANGING LIGHT FIXTURE FLOURESCENT FIXTURE CONSTRUCTION 0 220 VOLT RECEPTACLE 0 RECESSED "CAN" FIXTURE PHONE PORT ISSUE DIM DIMMER SWITCH D SCONCE — WALL MOUNT FIXTURE 200- PHONE PORT WITH 2 PORTS M MOTION DETECTOR (&S,D, SMOKE DETECTOR COMPUTER PORT (VERIFY SYSTEM GFI GROUND FAULT INTERRUPTER EXT. FLOOD LIGHT MOTION DET. REQUIREMENTS OR NETWORKING) W.P. WEATHER PROOF TELEVISION PORT (VERIFY SYSTEM PROJECT NO: THERMOSTAT x CEILING FAN NTH LIGHT REQUIREMENTS) 2004- 12 E - 1 OF z L 0 M cl lo 0 _j u. Ld (n Lu 20- V) U) ly x w s ER Li u 5FN 4 z Lu Lu z w �- uj > U) -j z LIGHT > z z ca 10 Ci -P- BEDROOM 1 W V) w (p . 0� m 0 0 BALCONY ABOVE B A FLC 0 N Y < CONC m PATIO BEDROOM 2 Ro 0) CLO z GFI CLO 3 Lo 3 VAULTED CEILING (pGFI (D ci 4E H B (P CK 0 Q- V) HALL C) y GFQGFI L z LIN LOto V) CLO EDROOM 3 L LAU14DRY Lo KITCHE En 0 Ld Ir- N, 0- X 4� t) Ld CLO qW P 00 Li u P 0"� :D 0 8 A W.P. P 0 CH z LICHT TO WORK 0 F- W/ OPENER AND W/ SWITCH 0 wx a_ RAGE 0 0 GARAGE DOOR w V) 50PENER NOTES u z < MECHANICAL/ELECTRICAL CONTRACTOR TO VERIFY ELECTRICAL REQUIREMENTS FOR ALL MECHANICAL W EQUIPMENT, ELECTRICAL APPLIANCES ETC. ALL OUTLETS ABOVE COUNTER HEIGHT IN KITCHEN AND BATHROOMS TO BE G.F.I. TYPE AS PER LOCAL CODES. VERIFY WITH OWNER LOCATION/TYPE OF ALL FIXTURES, PANEL IBOXES, OUTLET PLACEMENT ETC.. BY M 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 =4 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" U ELECTRICAL LEGEND DATE. DEC 20, 2004 SINGLE POLE SWITCH EXHAUST FAN/LIGHT FLOURESCENT FIXTURE $3 3 WAY SWITCH SURFACE MOUNT FIXTURE Q: DUPLEX RECEPTACLE HANGING LIGHT FIXTURE FLOURESCENT FIXTURE CONSTRUCTION 0 220 VOLT RECEPTACLE 0 RECESSED "CAN" FIXTURE PHONE PORT ISSUE DIM DIMMER SWITCH D SCONCE — WALL MOUNT FIXTURE 200- PHONE PORT WITH 2 PORTS M MOTION DETECTOR (&S,D, SMOKE DETECTOR COMPUTER PORT (VERIFY SYSTEM GFI GROUND FAULT INTERRUPTER EXT. FLOOD LIGHT MOTION DET. REQUIREMENTS OR NETWORKING) W.P. WEATHER PROOF TELEVISION PORT (VERIFY SYSTEM PROJECT NO: THERMOSTAT x CEILING FAN NTH LIGHT REQUIREMENTS) 2004- 12 E - 1 OF z F I N I S H S C H E D U L E A > STUCCO FINISH r" cl ROOM FLOOR WALLS REMARKS 3/4 SHEATHING — ... SYSTEM 1- 0 PORCH TI LE PAINT ON STUCCO PAINTED PLWOOD CEILING Cl cj DOUBLE SLOPE > uj GREAT ROOM TI LE PAINT ON GW13 STAINED WOOlD BOX BEAMS 1 IN 2 2X HEADER BIRD ROOM TI LE PAINT ON GWB TILE IBASE W/PLYWOOD SEALANT & _j V) SPACER BACKER ROD KITCHEN TI LE PAINT ON GWB cn x STUCCO uj w HALL 1 TI LE PAINT ON GWB 1 /2 GYPSUM < fy _�c ON RIGID INSULATION BOARD Z PAINT ON GWB TILE SHOWER, SOLID SURFACE SINK & COUN GLASS BLOCK BATHROOM 1 WOOD TER VAPOR BARRIER GRID SYSTEM > STAIR WOOD PAINT ON GWB THERMAL BREAK z — 9 m 0� > z SHEATHING IL < HALL 2 WOOD PAINT ON GWB j- MEMO yz z CLASS BLOCK �. 0 CD BEDROOM 3 WOOD PAINT ON GWB CD GRID SYSTEM U- 0 BATHROOM 2 TI LE PAINT ON GWB TILE SHOWER, SOLID SURFACE SINK & COUNTER DRIP REVEAL 0 Z— BAR PAINT ON GWB CLASS BLO,CK BEDROOM 2 WOOD BACKER BEAD AND SEALANT GRID SYSTEM GARAGE SEALED CONO UNFINISHED GLASS BLOCK PERIMETER SEALANT 0 PIECE FLEXABLE MEMBRANE NOTE: ALL PAINT SHALL BE PRIMER PLUS TWO COATS FLASHING -- GLASS BLOCK Lo D 0 0 R T Y P E zo 0) CLASS BLOCK B 0 0 T GLASS BLOCK,--.-, GLASS BLOCK z GRID SYSTEM SEALANT T— BAR >0 Y z L.J FLASHING AT WINDOW HEAD GLASS BLOCK WINDOW HEAD Itl SCALE 3 V) 6 1$ = m SCALE 3 m z A B c D E F V) w z U) o co ui C-0 n_ x x GLASS BLOCK 11 E D U 1-i E D 0 0 R S C GLASS BLOCK GRID SYSTEM SEALANT :mm) FLEXABLE MEMBRANE 0 NO. TYPE SIZE MATERIAL REMARKS T— BAP\ GLASS BLOCK 3: FLASHING BOOT z A 6 ' - 0" x 7' — o" PAIR SIC WOOD DOORS DECORATIVE DOORS 0 - (1) 4 �5 BACKER BEAD AND SEALANT 02 B S - 07) x 7) - 01) FRENCH DOOR — GLASS BLOCK 0 :NT NO MULLS SLOPE SILL C) (3) C 6 ' - 0" x 7 — 0 SLIDING GLASS DOORS 1 IN 2 GLASS BLOCK 0 C4) D 6 ' - 0" x 7' - 0" SLIDING GLASS DOORS n 0 w — - z SEALANT u (5) E 2" - 0" x 7 ' - 0" WOOD GLASS BLOCK GLASS BLOCK (6) S - 0)) x 72 - 07' SC WOOD DOOR GRID SYSTEM F u VAPOR BARRIER GRID SYSTEM (7) F 3' — 0 x 7' — 0 SC WOOD DOOR PERIMETER PIECE Z— BAR (8) F 3' — 0 x 6 ' — 8 WOOD SHEATHING F 3) — o)l x 6 ' — 8 WOOD i GLASS BLOCK (9) 0 GRID SYSTEM C F 3' — 0 x 6' — 8 POCKET DOOR THERMAL BREAK (10) 9 F S — O" x 6 ' — 8 7' POCKET DOOR STUCCO ...F��SEALANT & ON RIGID INSULATION con F 3) — 07' x 7' — 0 SC WOOD DOOR BACKERROD 1 ,3 F 2' — 6 " x 6 ) - 8p) WOOD 3) 3/4 SHEATHING 2X4 STUDS A, STUCCO FINISH (14) F 2' — 6" x 6 ' — 8 WOOD SYSTEM F 5' — 0 x 6 ' — 8 SLIDING DOORS 1 /2 GYPSUM 3/4 SHEATHING F 2' — 6 x 6 ' — 8 POCKET DOOR BOARD (17) F 2) - 6 " x 61 — 8)) WOOD U8 D 6 ' — 0 x 7' — 0" SLIDING GLASS DOORS C) FLASHING AT WINDOW SILL GLASS BLOCK WINDOW SILL C19) F 2' — 6 x 6 ' — 8" WOOD I 00 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 PREENGINEERED TRUSSES (9 24" O.C. d zI 40 YEAR FIBERGLASS SHINGLES ON 15# FELT ON 1/2:: CDX PLYWOOD 8d @ 4 O.C. AT EDGE 12 jp r- 0 8d @ 10 O.C. FIELD 5 F__ _j LL Ld i� HURRICANE CLIP EA TRUS& Lo w SEE SECHEDULE V) U) Ld (-XXJU Q� — -S., - — - — - — - — - — - LL U) X Lo LLJ < uj z 0 Lu > z z — — — — — — — > < R-30 BATT INSULATION z CD 1- 0 U) STUCCO ON LATH uj C3 ON 15# FELT ON U- 0 1/2" OSB SHEATHING �2 ON 2x4 STUDS @ 16" O.C. X 11-4m R-19 BATT INSULATION R-19 BATT INSULATION 0) CONTINUOUS FLASHIING Lo 0 I 'co z 6" WOOD BASEBOARD (TYP) Lo cq 3/4" T&G PLYWOOD SUBFLOOR 9% z LL ci M r 12d @ 3" 0,C, > 0 PREENGINEERED TRUSSES @ 24" O.C. z X ALONG TRUSS 0 [L (f) WEB MEMBERS TR JOISTS @ 1 b" C. Y_ SEE MING P z 40 YEAR FIBERGLASS SHINGLES P.T.2 x 6'S 1/8 3 3 ON 15# FELT - — - — - — - PLATE WASHER Ln ON 1/2" CDX PLYWOOD P.T.2 x 8 8d @ 4" ,,O.C. AT EDGE 12 U) w w 8d @ 10 O.C. FIELD 51 HURRICANE CLIP H8 z HURRICANE CLIP H8 EA TRUSS TRUSS JOISTS r) EA TRUSS DOUBLE 2X6 PLATE U) 0 1 c> 0.C. Lo En IL" Lo C) Lf) Ld X 10 co V) x 0 I x8 FASCIA P.T. 2 x 8'S @ 16 0.C. X @ EA TRUSS 1/2" D. TREADED ROD 8 4'—Ow 0 SEE PLAN FOR LOCATIONS 2x6 SUB FASCIA 0 4x 14 BRACKETS C4=) 0 SEE ELEVATIONS t R-30 BATT INSULATION STUCCO ON LATH C) 0 PERFERATED SOFFIT ON 15# FELT ON 1/2" OSB SHEATHNG ON 2x4 STUDS @ 16" O.C. 0 0 - - — - — - — - — - — - - R-19 BATT INSULATION 1/2" D. TREADED ROD Q 0 < SEE PLAN FOR LOCATIONS 00 co vwti 5/8" GYP BID (TYP) 5/8 GYP BD (TYP) STUCCO ON LATH I 2XI5 STUDS @ 16" ox, ON 15# FELT ON 6" WOOD BASEBOARD (TYP) 6" WOOD BASEBOARD (TYP) 1/2" OSB SHEATHING ON 2x4 STUDS @ 16" O.C. R-19 BATT INSULATION IK z - - — - — - _2-7 L co co 00 _HN I� ��m 1 4r=�Fr=�F�mmm7rww :--I I F -- — — — — z --::1117:11 1=1 I ILI I ILI i—I I I—I I IEW I I 1EI I Fi I I E E�_] E: I 1_1 I 1_1 I IEI I ILI I I Li I 1_1 I I-I I F��]I I-- �m 1-111-111-IIF:111- 11 111=1 I ILL - =fljE7w=Lb W=l I 1=1 I 1=1 I IE� (o 1=1 I 1_1 I F:9 I 1=1 I I= I I 1_1 I I_I 11-1, u -4 11 =1 I 1=1 I kEd 'El I 1=1 I 1=1 I 1=1 I L I I ILI I 1=1 -Et=11a I ILI I I-I I I El I ILI I 1=1 I I I__I I IEl I ILI I I_= I wip''Lim I 1=1 I 1 —11 IEF I I —111 1- A I I I'Ell 11 F,I ILI I Ell Ll I Ell I ILI I IE ij IE-'''Fl I Lim =11 --I I l�El I ILI I lE=]I F-I I L LE - w :11 1=1 I IEl I 17=1 I 1=1 Ell 111EIIIE111EIII 111=111 IL FOUNDATION SEE SHEET S-1 FOUNDATION SEE SHEET S-1 FOUNDATION SEE SHEET S-1 DATE: DEC 20, 2004 CONSTRUCTION ISSUE WALL SECTION r2"" WALL SECTI ON r3 WALL SECTION �7 3/4" l'-O" 3/4" V-0" 3/4" l'-O" PROJECT NO: 2004- 12 NA L A - 7 OF 40 YEAR FIBERGLASS SHINGLES / . ON 15# FELT ON lj2 COX PLYWOOD 2XIO JOISTS 0 24" O.C. 2x4 OUTRIGGERS 0 24" D.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 Eld 0 10 O.C. FIELD ZZ z 4 x 4 POST 2 - MSTA 24 T&B CONTINUOUS METAL FLASHING 40 YEAR FIBERGLASS SHINGLES o ON 15# FELT ON V2*.CDX PLYWOOD 4 cl N 0 8d O"o AT EDGE _j N) 8d 0 10 b-C. FIELD LL 12 5 U) D.C. PREENGINEERED TRUSSES 0 241 V) HURRICANE CLIP EA TRUSS V) SEE SEC,HEDULE U) x - -—-—-—- —-—-—- uj LLI Lj Lj L-i L_ Li w I < 5/8* EXT GRADE uj z 5/8- GYP EID (.,-"P) R-30 BATT INSU-ATION DOUBLE 2X6 PLATE P D M 0 1 J-4" STUIC ON z Lu Ld PN # ON > R-19 BATT INSULATION U) _j 3/4 8 EATHING 1 x8 FiASCIA > z 2x6 SUB F/ASCIA z < z 0 0 PERFERATED SiOFFIT V) ul 5 18' GYP BD (TYP) Ot 2X6 '�TLDS 0 16- O.C. 1/2" D. TREADED ROD N 0 SEE PLAN FOR LOCATIO -G.0 4 ROOM SEE-SC EDULE— FOR HEADER SIZES 0 M GREA RCOM I ARCHED OPENINqG L PORCH SHOWER 0) I' BENCH L—L 0) F_ 6" WOOD BASEIBOA 11 (TYP) 0 z 1 IN 12 SLOPED CONIC RAMP Lo cq —-—-—- cq Jj z LLI 101-I-L _j T—ul— — — wn _w_ I _Lu_w_w­l ci Tll�lll� Ld IS LU FOUNDATION SEE SHEET S-1 TTI F;--i W-w- ii-i - - li "A.4 0- p lil W-U-ul: Tn-F LI > ml - z PIMPTI'm 0 w CL Z y M—m=_mLLEM fll_m___mT `A B Ln /,A—� UILDING SECTION 115 T Ill IT,-1-.11 I-M, 1/2- 1'-0- z 0 2 x 10 RIDGE 2x8 JOISTS 0 24" O.C. 12 12 uo) Ld 2X8 0 24* D.C. 3 F_ 5 y IL H8 EA JOIST H8 EA JOIST V) z a_ cl >_ Ld u Lo -—-—-—-—-—- Ld cr co 0- , \ 2X6 0 24" O-C, x 0 2 2 1 3/4 x 11 7/8 MICRO LAM RIDGE BEAM az 40 YEAR FIBERGLASS SHINGLES BEDROOM 3 HALL ON 15#,FELT TO CLOSET ON 1/2 COX PLYWOOD 8 1/2" R-30 BATT INSULATION 8d 0 4" O.C. AT EDGE 8d 0 10" D.C. FIELD 101 0 co D.C. 1A 2x4 0 16" D.C. "�1�2X4 0 16" O.C. 12 0 0 2XlO' ROOF JOISTS (9 24" D.C. 5 V) 3/4- T&G PLYWOOD SUBFLO)R < HURRICANE CLIP H8 VIA JOIST SEE SECHEDULE FALSE BEAM EVERY OTHER JOIST PLATE TRUSS JOISTS 0 116' O.C. 1 x8 FASCIA ------ SEE FLOOR PLAN FOR LOCATIONS -—- AND LOCATE JOISTS TO ALIGN _L % I I Li SEE SECTION b-b ON A-5 -—-—-—-—-—- -—- GYP BD CEILING BEYOND �n 2x6 SUB FASCIA TRUSS JOIST C� PERFERATED SOFFIT 1/2" OSB SHEATHING 8 d 0 4" O.C. AT EDGE 8 d. 0 10" O.C. IN FIELD (TYPICAL) WINDOW SEE SCHEDULE TO GARAGE KITCHEN TO GARAGE TO 50tl ROOM TO OUTSIDE c I) b 1/2" D. TREADED ROO 1/2" D. TREADED ROD SEE PLAN FOR LOCATIO�� SEE PLAN FOR LOCATIONS con 0 1 1/2" D. TREADED ROD 2X6 0 16" O.C. SEE PLAN FOR LOCATIONS 00 0 0 �* u L STUCCO ON LATH 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) -—-—-—-—-—-—- Ir i DATE: DEC 20, 2004 m, *1_rmu U ALI I 7"-Li I m MLNI 1��l I ILLm glues L I -I I_llLF-LHl_ -w-w-w-1 W-7:::l 1 P=l _LLr._T wHL_uMTI Iw lfi-LH-W=W: I LLI--W-W 'TqLIM11-111-111- L�IW TmTT 91 Il I 11-11 1=- IT ISSUE 9-m- w-w 0 A - m m `46"I'6aus Ml WE _IE_w_ I - - -'1,1.. I IF,I IS F,NE il FOUNDATION SEE SHEET S-1 gg FOUNDATION SEE SHEET S-1 CONSTRUCTION I. ft. m—m—m— m ILI —11 P Tr LI F�I=1 1;1 r I-A I I-Lul-111- q rr ffil 111, ilT 4 PROJECT NO: 2004- 12 f, 0% I� -7 A__9\ BUILDING SECTION rc-_c'� BUILDING SECTION ��6 1/2- = 1'-0- 1/2' = V-O' .............. . FALSE BEAMS ra GYP BID CLG 0 Is 0 0 _j U. Li > 8" CLASS BLOCK fl� 3 1 /2" WOOD MOLD (TYP) Li 8" GLASS BLOCK U) GYP BD >1 % OPEN Li re ZZ 0- - VINYL COATED x GYP BID R S 0 0 0 'o 2 TO TO ui I 1 0 > - 0 REAT ROOM KITCHEN 0 J 00 n z > < CLOSET 5z BUILT—IN z BANQUETTE 0 Q) Lf) Ld h — I '_ L= ui cl h- zz;p C4 0 p \-- x N I . . . I/.., -, 6" WOOD BASE (TYP) /01 5_0 11 ol CABINETS BY OTHERS STAIR BEYOND TUB/SHOWER KITCHEN ELEVATION K�b� GREAT ROOM ELEVATION rc_N� BEDROOM 2 ELEVATION �5 3/8" l'—O" �5 1/4" l'—O" �,�5 1/4" l'—O" z 14 18 Lo 1 /2" CDX PLYWOOD ROOF DECK E_ 10 o 1 1 2 AIR SPACE LL 100 M co R-30 INSULATION > 0 00 0 Z V) Ln 2xlO @ 24" O.C. z Y z —L—\ GYP BD CEILING V) V) COVE TRIM V) 13 1 /2 3 2X4 w ol 3/4" STAIN GRADE WOOD 110 z D/W 2 X 6'S FALSE BEAM SECTION z 1 . Ka_—`a'� BANQUETTE SECTI ON Kb _b (n I_ 0 U) 1\�5 1/2"" V-0" 1 1/2 1'_o" STAIR CLO REF SINK x Ld n Ld d KITCHEN ELEVATI ON NOTE: CABINETS BY OTHERS 0 �5 1/4" l'—O" z 0 P: 12 5 F OAK CAP ON HALF WALL HALL 0 SOLID BLOCKING (TYP) Q0 OAK CAP CD co N L 10 NOSE TREAD co CLO 0 0 SIMPSON A35 T- I I I T- EA SIDE S% H SIN @ CD T CD - Q0 t T_ cn V) 2 x 10 BLOCKING %r -00 < < Ln LLj LIJ Fi"r ll._� 11 DN UP co w E-1 @ (3) 2x12 STRINGERS po V� 41 �j Li 00 TO KITCHEN —1 c) 0 CD TYPICAL TREAD 00 6'— 4 00 SCALE: 1 12/2" l'—O" 0 DATE: DEC 20, 2004 SIN 00 ---------- ------------ CONSTRUCTION ISSUE 00 A—A rA A liz— u 1, 5 1 PROJECT NO: 7T @ 10 2004- 12 FIRST FLOOR STAIR PLAN rA—_"X� S T A I R SECTION e"'�lSECOND FLOOR STAIR PLAN K�2 1/2pp = 11-01) \Q�5 1/2" 1/2" A - 5 OF ) ....................... .............................. (3 ....................... ....................... z V?� .............................. .............................. . . . . . . . . . . . . .............................. . . . . . . ."'. . . - - * '.... \ . . . . . . . . . . . . . . . . . . . . . . . . . . ./. 4 q 4 . . . . . . . . . . . . > BIRD ...................... . . . . . . . . . . . . . . . . . . . . . . . . . . 2 ....................... Room . . . . . . . . lo 0 CONC _j . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LL . . . . . . . . . . . . . . . . . . . . . . . . 2 X* 10 RIDGE ....... IN . . . . . . . . . . . . . . . . . . . . . . . . . . . .... ............ . . . . . . . . . . . . . . . . . . . . . . . . . . . . PATIO . . . . . . . . ... . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........ .. .... . . . . . . . . . . .... ... ................... . . . . . . . . . . . . . . . . ......... .................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................... . . . . . . . . . . . . . . . . . . . CLO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... ..... —LLL .......... ................ . ............ .. . . . . . . . . . . ...... . ....... .. . . . . . . . . F .......... uj BED �OO \A 3 F: W L .... .................... . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... ... ................. - < 4 x 4 POST 0 a_ > .......... . ..................... . . . . . . . . . . . . . . . . . . . . . . . 00 1 ...... ... I I I )) I I !--:* ............... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4111- - !-I �--- - m m.m.. m.. - ( ...... ....................m. . . - . . I . . . . . . y z 2 x 4 0. C. — m.. ................ ...... ..... . . . . . . . . . . . . . . . . . . . . . . . . . ... ....... LLJ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . cn r S AIR 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -V*�-�. u . .... ..I............... 4 o u u� GREAT . . . . . . . . . . (J� > x ROOM ....... .. ...... ....................... < m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 .............. . . . . . . . . . . . . .................. ..... . . . . . . . . . LLJ ................. . . . . . . . . . . . . . . . . . . . .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . x . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . * ' ' . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . Lij cn . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... L . . . . . . . . . . . . . . . . . . . . . . . . m . . , ' ' ' ' ' ' ' ' * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Lo . . . . . . . . . . . . . . . . . . . . . . . . . . . . * * * . . . . I . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . z . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PARTIAL SECOND FLOOR ROOF FRAMING PL N . . . . . . . . . . . - 0 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Lo SCALE 1/4" 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . C\l < . . . . . . . . . . . . . . . . . . . . . . . . . . . . I , * , , * , m * , * * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . z . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Lj POIR H ... . . . . 12 . . . . . . . . . . . . . . . . 5 F-- z 'o V) y 0 BOUNDRY OF DECKING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . z a 0 a 0 9 9 a 0 . . . . . . . . . . . . . . . . . . . . . . . . NAIL SPACING -1-2----- 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . V) 4 x 4 POST 0 SUPPORTED EDGES ...... . . . . . . . . . . . . . . . . . . . . . . . . . 12 12 12 3 ABOVE HEADER .5d Q 4" C/C EXAMPLE OF PANEL EDGE 5 F-- 3 r-- 5 F-- y- W/ BLOCKING. . . . . . . . . . . . . . . . . . . . . . . . . . . PLYWOOD PANEL INSTALL #2 BLOCKING 0 ALL V) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1.2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . V) Ld HORIZONTAL JOINTS. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . z GREAT ROOM ROOF FRAMING PLAN 3 $1 9— SCALE 1/4 1 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . NAILING TO INTERMEDIATE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . V) . . . . . . . . . . . SUPPORT: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 0 9 . . . . . . . . . . . . . . . . . . . . . * - . . . . . . . . . . . . . . . . . . . . . . . 8d 0 10" C/C MAX. * . . . . . . ... . . . . . . . ..... . . . . . . . . . * ' . , 6 ' 6 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXAMPLE OF----_ UNBLOCKED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . UNSUPPORTED * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PANEL EDGE: I . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' * ' ' ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . .—7--. 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . ROOF TRUSSES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . .. . . . . . owl HURRICANE CLIP SCHEDULE . . . . . ... . . . . . . . . . . . . . . . . . . . . . ...V . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TRUSS UPLIFT H—CLIP STUD TO TOP PLATE STUD TO BOTTOM PLATE Q . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NAILING PATTERN FOR ROOF & WALL SHEATHING . . . . . . . . . . . . . . . * * * ' ' * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A 1 1239 2-1-18 SEE TIE ROD SEE TIE ROD N.T.S. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . IMP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . ­ * . . . ­ . . . . . . . . . . . . NOTE: ALL SLOPES ARE 5 IN 12 UNLESS NOTED OTHERWISE . . . . . . . . . . . . . . . . . . . . . . . . Bl 514 1—H8 SEE TIE ROD SEE TIE ROD . . . . . . . . . . . . . . . . . .% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . B2 514 1-1-18 SEE TIE ROD SEE TIE ROD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . B3 828 2-1-18 SEE TIE ROD SEE TIE ROD C). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . B4 822 2—H8 SEE TIE ROD SEE TIE ROD cl 418 1-1-18 SEE TIE ROD SEE TIE ROD COURTYARD C2 664 1-1-18 SEE TIE ROD SEE TIE ROD C3 184 1—H8 SEE TIE ROD SEE TIE ROD ROOF PLAN cil 243 1—H8 SEE TIE ROD SEE TIE ROD "SEMCO" HCPLR/LL SCALE 1/4" V-0" @ ea. RAFTER ea. SIDE CJ3 275 1—H8 SEE TIE ROD SEE TIE ROD Cj3A 126 1—H8 SEE TIE ROD SEE TIE ROD 2 x 8 S.Y.P. RAFTERS @ 2'-0" O.C, 2 X 10 S.Y.P. LEDGER INSTALLED TO EXISTING ROOF w/ (2) #12 x 4-3/4 ROOF GRIP SCREW 0 ea.TRUSS BELOW c) Dl 470 1—1-18 SEE TIE ROD SEE TIE ROD C) D2 469 1-1-18 SEE TIE ROD SEE TIE ROD d STEP FLASHING 0*0 D3 754 1—H8 SEE TIE ROD SEE TIE ROD El 347 1-1-18 SEE TIE ROD SEE TIE ROD "SEMCO" RTP10820F 2 x 8 RIDGE BEAM "SEMCO" HCPLR/LL EJ2 225 1-1-18 SEE TIE ROD SEE TI E ROD r - 0 ea. RAFTER ea. SIDE DATE: DEC 20. 2004 2 x 8 HIP BEAM q ROOF SHINGLES 339 1-1-18 SEE TIE ROD SEE TIE ROD PRE— ENGINEERED TRUSS NNIN, CONSTRUCTION EJ5 CO" FAP18F ISSUE ea. SIDE t ut HJ2 251 1—H8 SEE TIE ROD SEE TIE ROD d-�-y i r. HJ5 398 1—H8 SEE TIE ROD SEE TIE ROD 2 x 8 S.Y.P. LEDGER INSTALLED TO GUTTER —3(4 EXISTING ROOF w/ (2) #12 x 4 OW 205 1-1-18 SEE TIE ROD SEE TIE ROD ROOF GRIP SCREW 0 ea.TRUSS BE PROJECT NO: 2 - 12 2003 *�V2 o o o UZ Li J_ LH 7EDGES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I El "S e cj�M! 9 8 Y.P. I FDG FR ll� J2 257 1-1-18 SEE TIE ROD SEE TIE ROD 2 x 6 S.Y.Pm RAFTER @ 2'-0" O.C. SHEET OVER FRAMING DETAIL STEP FLASHING DETAIL NTS N.T.S. A - 4 OF FIBERGLASS SHINGLE ROOF d z % to 1-- o LL 0 STUCCO VINYL RAIL U) n ui x FT co V) U) U) ---r 41% W w z z Lu Ld U) -1 > 0 LLJ LLL z > z o j c) 0 CD 00 00 CD FE -0 z 0 0 CIL V) %J 0 + NORTH COURTYARD ELEVATION FRONT EST ) ELEVATION 19 1 13 it = 11-011 SCALE 1/4 1 —0 SCALE 1/4 0) z 0 (D 6" STICCO TRIM (TYP) Lr) z LL Ld M EE > J_- z 0 44 0 x U) 4 Z 0 z 0 W :2 LLI y IL (n V) El- J Ld x z 0- C) Ln o Ld x 0-0 CL x w Ld LLI LE r 0 u z BACK ( EAST ) ELEVATION SCALE 1/4" l'—O 0 0 VINYL FENCE V) STUCCO ON CMU -,,, CD .................. c SIDE ( SOUTH ) ELEVATION SCALE 1/4" 1'-0" Ell- ILLL— C) DATE: DEC 20, 2004 CONSTRUCTION ISSUE PROJEUr NO: 2004- 12 a Effl SIDE (NORTH ) ELEVATION SOUTHICOURTYARD ELEVATION SCALE : 1/4" = V-101" SCALE : 1/4" = l'—O" A .3 ) OF THREADED ROD ANCHORING SYSTEM 1 . THREADED ROD: 1/2" DIAMETER A307 CONTINUOUS THREADED ROD EXPDXIED INT0 CONCRETE FOUNDATION AND PLACED VERTICALLY THROUGH THE DOUBLE #2 SYP TOP PLATE WHERE IT IS SECURED VIA A YxYxl/8" STEEL WASHER AND NUT. 2. EXTFRIOR WALLS: 0 cl ROD SHALL BE INSTALLED AT EACH CORNER POST AND NOT AT MORE THAN 6 FEET ON CENTER THEREAFTER. THE ROD rA A cl No ON CENTER THEREAFTER. THE ROD SHOPULD BE EMBEDDED AT NOT LESS THAN 4 1/2" INTO MIN 2,500 PSI CONCRETE A-6 0 _j ci U. 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 TW(O PIECES OF ROD TOGETHER TO 56, 1 o CREATE A CONTINUOUS PATH FROM TOP PLATE TO FOUNDATION. 00 >1 V) V) 3. INTERIOR WALLS: 0) SPACING MAY REMAIN 6'-0" O.C. BUT REDUCE UPLIFT CAPACITY 490 LBS FROM 535 LBS UNLESS STIFEINING SHEATHING e 11 —0 6 1 x 4. TIE ROD SPACING: U-1 6') ul 4)- 4)) 6'—Ojt 2Y-8 16'-0 11 4 0 ROOF TRUSS UPLIFT: 0 LBS — 1,000 LBS ROD 0 4'-0" O.C. INTERIOR ROD @ 6'-0" O.C. EXTERIOR LLI w z m 1,001 LBS — 2,016 LBS ADD oNAE ROD ADJACENT TO TRUSS z Lu u.j > 2,017 LBS AND GREATER SEE DR)AWINGS 41 16 > z 6 z 0 cc ..... ............... ....... ....... p ........................... ...... . 4 ... .......................................... . _3438 CR 0 ................................ ................ .......... ............................. ......... 22 .......... ............................ ........... <7. 46 ... ......................... ............ 00 ............ ........ ............... ............. ND ................ ................. 1`0 —4 1 4'_ ...................... .... .. OFFICE 00 ..................... ....................... ro ....... ..... .. ....................... 4 00................ ........ ..... ... ................ 00 ......................... .. .................... ....................... .. ................... S11 WE ................ ..... . .............. I U) .............. 3�50 ASED OPNG I A 4 3 f5 0 0 ............. 1 /2)) D. ................... 3450 00 --- - - -- - THREADED ROD (TYP) cq 2 ;: % > ................ 0 1 % m ............. ........ ......... e co ..................... ......... bi....... ........ . ....... ............. ................ 0 0 .. ...... B�DROOM//2 o1r) > M . ....... Qo SUN 00 z ..... INC) o ...... BEDROOM 1 0 0 < 0 IN9 4 Ln ............. ................ A, z Y ROOM li %Z� mo ................ ...... 0 ul ..... .. .... < ........ _Nt �VAULTED CEILI IG 7- 'AT 0 00 ........ .............. '7 ............ )_V) ..... ........ N In 40 Ln ................ y co .............. . ... 0 le4 ........ r2 INA N"N� 1 /2" D. 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A-5 N�—�6 1 #4 dor 0 ....... 0 . ...... i 0)p F ................ 25 ........d 00 Ilk —61) .................... ............................. if-6)) 1 6 1 ............4.......... .................................... COURTYA D ......... ..... . ................ ............ ... ............................d.... ..........d........... ............................. ............. ............ 1`0 ............................ ........................ ......... ........................ y1coo—C CDURTYARD WALL PIER A ........4. ................................ SIE SHIIT S-2 .............................. . ........ ............4........ ........................ ...............4......................... ........ ............ .......... ........... ............d......... rA- VINYL FENCING . .......... ... .................................... ....d...... ............ ............ .......... ................................. ................................................. ..-*.. ......... 8 x 7p-0pl OVERHEAD OOR L .... .......................................... .............................................d......... .. ........................... d...d............................4....4.............. ......................................................... L DATE: DEC 20, 2004 r 0)—ot ol 6 4" io'—o 5-5p) 0)—l )) o, 61—6) 6 6 1 5 5 CONSTRUCTION ISSUE 13 241-10 17 -0 1- 1 V) v 56 PROJECT NO: 2004- 12 -._-.E. r09 ^B—B`N� A HELV ............... ........... ............ IL 4 .. 7CE P.0 0-0 .lp 2 -A SECOND FLOOR PLAN 660 SQ. FT. SCALE : 1/4" V-0" FIRST FLOOR PLAN 1320 SQ. FT. - A - 2 SCATV : 1/4" = V-0" N".. OF j) d z WOOD TIE ROD FROM ABOVE SECURED TO BEAM VIA HTT16 W/ (18) 16d. NAILS MIN HEADER SPAIN TABLE AND STUDS BEAM SECURED VIA WOOD TIE ROD 0 (3 No ci & (1) HTT16 W/ (18) 16d WIINDOW/DOOR 2 x 4 2 x 4 0 _j *,J MAY BE ROTATED 1800 HEADER BEAM n 0 LL MiAX OPENING JACK STUDS FULL HT STUDS TO CONCEAL FLANGE iN_ Lu 21), 0:� 2 x 8 SYP NO.2 3p-Opp 1 2 >1 (n (n 2 x 10 SYP NO.2 Lu 4'-0" 1 3 14 ir 1/2" PLYWID FLI TCH CL rn 2 x 1 x 0 SYP NO-2 w 1/2" PLYWD FLITCH 5-0 1 3 < 2 x 10 SYP NO.2 1/2" PLYWID FLI TCH 61-0p) 2 4 2 x 10 SYP NO,2 pi 7f-O 2 4 Lu > 1/2" PLYWD FLI TCH a (2) 2 x 8 SYP NO.2 51-000 1 2 z AT MASTER TUB > < WOOD TIE ROD THROUGH z CENTERLINE OF BEAM 0 SYP NO.2 14'-0" 4" x 4" POST 0 Ln W/ 3 x 3 x 1/8" WASHER & NUT 1/2" PLYWD FLI TCH A-T PORCH HEADER 0 w x U 0 U) WOOD TIE BEAM CONNECTION x IF OPENING EXCEEDS 7'-0" IN WIDTH SEE PLAN w ALTERNATIVES 0) 3" D. x 1/8" WASHER & NUT 0) (2) 2x CONT WOOD PLATE EQUA EQUAL Ln L L L (\I z N 1/2"D. COUP R 2x STUB WOOD STUDS 0 16" O.C. V) u STUD WALL p In Y_ > 0 z HEADER SEE SCHED 0 U) zy z 0 MULTIPLE KING STUDS Ln SEE SCHEDULE mi 1/2"D. THREADED ROD cr_ v ui JACK STUDS SEE SCHEDULE z SILL PLATE 2"D. x 1/8" THICK WASHER & NUT V) OPENINGS TO 5' WIDTH cl USE (1) SPH4/6TOP Lu z IL U) '*1 AND BOTTOM INSTALL (2) SIMPSON MSTA 36 (n OPENINGS 5' TO 7' WIDTH OVER BOTH SIDES OF HEADER USE (2) SPH4/6 TOP AND BOTTOM & SIMPSON RSP4 AT 0 x SPH4/6 AT 32" O.C. I'F 0-0 BOTTOM OF EA JACK STUD V) (TYPICAL) WHERE THREADED RODS CANNOT BE USED 0 0 0 z 0 N 1/2" D. THREADED ROD WOOD PLATE 0 CL TOP OF FLOOR 0 0 DRILL 5/8"D. HOLE, SEE ANCHORAGE DETAIL----"� w CLEAN & FILL W/ EPDXY FOR EMBED V) & 1/2"D. THREADED ROD z TYPICAL HEADER DETAIL TIE ROD EXTERIOR STUD WALL SCALE : 3/0" I'--ON SCALE 3/4" 1'-0" u STUCCO ON E-4 1 1/2" FOAM TRI SLOPED TO DRAIN AND CAP STUCCO FINISH 1 #3 STUCCO FINISH % 1 #3 0 DO FILL W/ GROUT POURED FOOTING 0 Cmu �D TIES @ 16" O.C. VERT. % 8x8xl6 CMU 7FITE IN 4 00 00 DATE: DEC 20, 2004 POURED FOOTING CONSTRUCTION I ISSUE I F 2 PROJECT NO: rA Tr Or 2004- 12 7_�TYPICAL COURTYARD WALL PIEM SECTION TYPICAL COURTYARD WALL PIER DETAIL SHEET �A�2 SCALE : IN = 11_0" SCALE : I" = 1'-0" S - 2 OF 1/2" D. THREADED TIE ROD 56)—lop) z #40 48" O.C. - TURN INTO SLAB 12" P.T. 2X6 PLATE". 7 > 6 X 6 X W1 ,4 x W1.4 WWF I-011 N 6 1 Q�-411 6 t� 0 0 _j U. TOP OF SLAB Ld 0 >1 Ln CONC cn 1> PATIO x CONIC WALK uj — — I w w I'E I I . 1% 4 I L VISQUEE —A I I— F- - - - - - - - - - - - I �- Lu z I-El 111111 1 — -__ -. __— - I--I I E� Lu 12; - = I I = I > CMU- z El —.1 1 1— . I I — — 4 —COMPACTED EARTH" 1 51 SEE NOTE 1- z z OFFICE < 11.. 0 z CD 4 to 4- (3) #5'S 44 U- —IdIJ�T— N 0 11 1 CD SF1 DWER -7 EEI I F F— — — — — — — — — — — — I I I I I I I I I I I— — — — — I I I I I 441111-1+44WEi I I I I N d T_=I I 1 4:1. I _=L4 — 10" M I M I 1�1 I #3 71ES 0 24" O.C. I 20 r2 F-- - - - - - - - - - - --- TOP OF S-AB EL.= -1j'2" z 0 CONC FOUNDATION SECTION PATIO 00 CA Z SCALE 1 1/2" 1'-0" TYPICAL FDN WALL @ TWO STORY L-,j 8" CMU W/ 12" x 24" CONT. CONC. FTG. L ci 3- #5'S CONT W/ #3 TIES @ 24" O.C. Li _j co > S% �14 z 0 0 ck� 1 1# 4 —op a_ 1/2" D. THREADED TIE ROD 7? (n F I TYPICAL FDN WALL 0 ONE STORY z 4 P.T. 2X6 PLATE 8" CMU W/ 10" x 20" CONT, CONC. FTG, -,,,�_ 0 #40 O.C. TURN INTO SLAB 12" �j Ln 3- #5'S CONT W/ #3 TIES 0 24" O.C. V) uj W1.4xW1.4 WWF y I H I z n 0 L — — — — — — — — — — — — — — — — — — — — — — — — — - I = I % _00 1__; w T_ I Ff[[[Lttl I I I I I I I I I 11111 HUI I I I I I I I I I I I I I I I I I I I I 111 11LLLI I I I I I I I I I I I o 0 SLAB z 0" L - - - - - - - - - - - - - - - - - - - - - - - - - - - - n- x TOP OFSLAB uj 11 '4 r uj EL.= 0" -J1 - - - -- - - - - - - - - - - T_ I— —=I I M I % 6 MIL VISQUEEN' 0 0 1 oil ZA' 0 4" CONC. SLAB OVER .006 VISQUEEN _j ON COMPACTED SAND FILL N 0 % Z 117-, ,111-11 I�El I I 6x6xl.4xWl.4 WWF P I 1 1 '4 COMPACT FILL (TYP) C) COMPACTE6 ' LARtF I 7-1 1 k�i I 1 :4 1 1��l I 1��l I IE1 I 1��l I 1- 3 1 1 2 0 1 SEE NOTE bi L a- 0 -ji _j TOP OF SLAB F- - - - - - - - - - - - - - - - - - cr Lc) 0 A- A 4 EL.= 0" w (3) #5' 4 1 P4-) r fqk� TOP OF SLAB —1 IdONT C\ \-r EL.= 0" 0� 1 u - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 1_1 I � 0.0 44 F1 z PORCH - - - - - -- - - - - - - - - - - - - - - - - - - - - - L __j 11HIIIIIIIIIIIIIIIIIII IIIIIIIIIIII 1 77 . 7_7 4 4 — — — — — — — — — — — — — -- — — L — — — — — — — — — — — — — — — — — — _j N CONC I M lEd I I_=I I 1EI I _--I I IE1 i 1 11 1-1 00 RAMP 1-1 *1-1 1 1-1 1 1-24 —1 1 1-1 1 1-0-1 1 I—j I 1=1 1 1--f7l 1 I= COURTYARD SLOPE #3 TIES 0 24" O.C. 1 IN 12 (-2 FOUNDATION SECTION 4&NTOP OFSLAB 40 31— 6)) SCALE 1 1/2" 1'-0" EL..= -2" -ji L--- - - - - - - - - - - - - - - - - 71111111111111 11111111 ITF L — — — — — — — — — — — — — — — — — — — 1/2" D. THREADED TIE ROD 15 I—of) 24 I-10)f 17)—o)P 0.4 56 P-1 0)) 4 %% <4 4 . 4. % FOUNDATION PLAN DATE: DEC 20, 2004 4 $p = 19 SCALE : 1/4 _029 CONSTRUCTION (XD % ISSUE V �2 14 FOUNDATION NOTES (2) #5'S CONT. 1. SOIL BEARING CAPACITY IS ASSUMED TO BE A MINIMUM OF 2,500 PSF q. "4,� PROJECT NO: COMPACT ALL FILL AREAS TO A MINIMUM OF 9579 DRY DEN51TY (A5TM ID-1557) 17— 477 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. 2004- 12 SHEET SF 3. ALL REINFORCING STEEL SHALL BE A MINIMUM A615 GR.60 FOUNDATION SECTI ON 3 SCALE 1 1/2" = 1'-0" 4. SOIL BELOW AND ADJACENT TO FOUNDATION SHALL BE TREATED FOR TERMITES. or MAP SHOWIIIVG BOUIVDARY SURVEY, OF LOT 4, TOGETHER WITH THE NORTH 35 00 FEET OF LOT 31 .3U " 125, SECTION "H d ',k� A TLA NTIC z BEACH, ACCORDING TO THE PLAT THEREOF AS RECORDED IN P AIT BOOK 18, PAGE 34, OF OSAR S S D CE r CURRENT PUBLIC RECORDS OF DUVAL COUNT] FLORIDA. 0' 5' 10' 20' 40' 0 W) c� w 1, 0 LL 3_ �C-YT MAIN STREET ATLANTIC BEACH FL . GRAPHIC SCALE NOTES; SCALE 1 "=20' U) 1 . ANGLES ESTABLISHED IN THE FIELD. Ld 2. FIELD WORK 09/10/03 U) INDEX OF DRAWINGS 6TH (50WIW) STREET WEST �1�1 > DWG. SHT. TI TLE z U) _j 0 9 0 -1 �i GENERAL >z z CD 0 V) AS-1 INDEX OF DRAWINGS, SITE PLAN ui ou 0 64 0 LOT I STRUCTURAL 0 c; S-1 FOUNDATION PLANS r- 91 S-2 STRUCTURAL TABLES AND DETAILS FOUND 3/8"REBAR t 1 .70' V) 1.50' 102. 00'PLAT 101 - 94"CO�4PUTED NO CAP. 0) x x X _ NOTES 3" PALM 4.5':_ffA__,_PLE 9:�>, -1 /_\ 0 Q A I< jIDE 10' SETBACK LINE ARCHITECTURAL TREES TO BE REMOVED �2 3 ul -B.00 - 90 1,00' DISEASEr "435" TWIN CHERRY Z ' 09 0 A-1 NOT USED J .5 - 93 CREPE MYRTLE -L7[ 3.30'x 10.3 Oo roOD SHE Lo 4 A-2 FLOOR PLANS 7.5" POPCORN _j N OOD S r z C\l V) 5.75" CEDAR 6 XCREPE MYRTLE 8.5"OAK 5 A-3 EXTERIOR ELEVATIONS 5!,, P, L 16.5"Pik E 0 8.25' CEDAR 0 CORN I STRUCK9Y 04 -6 1 11 .25"OAK w 8.25" RAINTREE L LI 0 75" CEDAR 2 6 A-4 ROOF PLAN ol 0 4.75" RAINTREE oc 0� ZF IL o< 0 10.25" CEDAR oa U) V) 7 A-5 INTERIOR ELEVATIONS AND STAIRS 5.5"O/A 00 z y 13" PALM 7"TWI� OAl 0 LOT 2 0 < Fr 0 5.75" CEDAR x 0 14--1 5 1))OAK BALCONY 1 "PALM CD 8 A-6 BUILDING SECTIONS 16.5" PINE (DAMAGED) 25 'CEDAR Q V) D PU'C 9 A-7 WALL SECTIONS .4"CHERRY 0 11 .75"OA_!<j', F_ 0 1 _� 4"LIAUREL 1 7�OA� 1-.--/ 0 A K z 0 > w 91 � __2�5"OAK 1:: .25"IRAINTREE 4 1 10 A-8 FINISH SCHEDULE AND WINDOW DETAILS 00 9.10' COURTYARD LLI 21 TWIN z fy- >r 0 Ir 0 75" RAINTREE 'o_3-�: �'REMOVE 4.50 44 o (l ELECTRICAL A7_,`-,LEAS I 8.�O I x 9.50 44 0-0 x >< 00 V) F �,so M Ej�__SH,"El),� U 0 CTI 11 E-1 ELECTRICAL PLANS 10.25"PALM _X 0 CONC 0 x ol 0.25' CEDAR 0 RAMP 13"C DAR 3" 0 PATIO CONC FTI o 0I z CD CONC z RAMP Z, X/ 6 0 0 w LOT 3 Fri V) A� flp WIND PRESSURES ON WINDOWS & ]DOORS 'o cq C4 ENCLOSED STRUCTURE - (EXPOSURE C11) (PSF) "QEDAR SIDE 10' SETBACK LINE W4 EFFECTIVE WIND AREA WIND LOADS (PSF) 0 6.5"ORANGE END ZONE INTERIOR ZONE POSITIVE SUCTION POSITIVE SUCTION StT 102. 00'PLAT 101 .82'COMP(JTED SET 10 SF +41.0 -51.6 +41.0 -43.6 P, V--- r, E I V E L) 01'FY OF ATI ANTIC BEACH 20 SF +39.5 -48.8 +39.5 -42.2 x ........ JV FEB 0 3 2005 r, 50 SF +37.7 -45.1 +37.7 -40.4 LOT 3 ca K LOT 4 100 SF +36�3 -42.2 +36.3 -38.9 L13Y 0. p LO T 4 n A� DESIGN DESCRIPTION] APP CITY OF NPC E-'�CH �4 IN ACCORDANCE WITH REQUIREMENTS O)F E L 0 C K 5 0 2001 FLORIDA BUILDING CODE CITY OF ATLANTIC BEACH ZONING� ORDINANCES By, ASCE 7-98 MINIMUM DESIGN LOADS 031139 25/03 FOR BUILDINGS AND OTHER STRUCTrURES 9501 -1 NORMANDY BOULEVARD, Ji-, .-,.SONVILLE, FLORIDA. SYMBOLS; DATE: DEC 20, 2004 & HURRICANE RESISTANT CONSTRU(CTION SSTD - x -CHAIN LINK V) ACI 318 BUILDING CODE ROONEY & SONS 32221 -P.O. BOX 6957, JACKSON�V'ILLE, FLORIDA 32236-6957 FENCE I PHONE (904)-695-1010 FAX. (9104)-695-3356 -// - WOOD FENCE CONSTRUCTION WIND DESIGN PRESSURES PER CODE: - w- WIRE MNCE ISSUE 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: 11 TOTAL AREA 6,400 SQ.FT. KI MLL MEAN ROOF HEIGHT 1,3'-0" EXISTING IMPERVIOUS AREA 1,694.05 SO.FT. THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEY6RQl!c PROJECT NO: )PC)) 968-98 SO-FT. CHAPTER 61IG17-6 FLORIDA ADMIN15TRATIVE CODE, PURSUANT TO SECTION 472.027 FLORIDA STATUTE5. ASPHALT WIND EXPOSURE NEW ADDITIONS 2004- 12 ROOF PITCH 5 IN 12 TOTAL IMPERVIOUS AREA 2,663.03 SQ.FT. ENCLOSURE PARTIALLY ENCLOSED BUILDING TOTAL PERCENT OF LOT 41.6% FEMA FLOOD INSURANCE RATE INFORMATION PERTAINING TO LANDS SHOWN HEREON' OVERHEAD INTERNAL PRESSURE COEFFICIENT GCpi = +.55 OR -.55 ZONE X PANEL 120075 0001D DATE 4-17-89 DUVAL COUN�Y, FLORIDA. CONCRETE AS - 1 JURISDICT1110NAL WETLANDS WERE NOT LOCATED THIS SURVEY., EASEMENTS OF RFOORD W--PF `,'nT PPn' "nr"r) FOR T�119 SUP��Y. OF WW"'