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LIGHT F— —i FLOUR, ENDER COUNTER LIGHT op�r�er GARAGE CSCR OPENER --� — — — — — �— — — — — TO EXISTING f FLOOD LIGHT SWITCH SMOKE DETECTOR CARSON MONOXIDE DETECTOR (W WATER PROOF PLUG E.F. ❑ EXHAUST FAN ceif. CEILING FAVI / LIGHT fan D PHONE ® CABLE — — — a fan ® EXHAUST FAN & LIGHT lite 1—� UNDER COUNTER FLOUR. Yfor) m EXHAUST FAN, LIGHT, & HEATER Llite 4' X 1' FLOUR. LIGHT CHANDELIER FIRST FLOOR ELECTRIC SCALE: 1/4"=1'—O" GRAWN 6r j I %j G I L L I A Iv! REVISED: DATE, 06/22/2003 PHONE NUMBER 904 249 0072 REVISED: T E FQ R E RE 5 ! D E N C E CRAw+vG NdMBE= OF 9 A T L A N T I C B E A C H , FLORIDA _� t i I4� 4 - EXISTING i SHINGLE ROOF TO REhlAlty 1 i 1 a i - t I � , 1:12 SLOPE o---------------- NEW METAL . i STANDING SEAM ROOF l� { i A iRAILING PARAPIT WALL P0VER POOF iRr!UNG i I EtIILT L+N F^CF PROOF + \1- i SCREEIiE0 SLOPE bSOFFIT SLOPE 4" i i i RAILING IN L. BUILT UP ROOF SLOPE W/ WATER PROOF DECK _ P0'4ER ROOF VENTS i x� 0 NEW WATERPROOFING ON EXISTING BALCONY NEW P.T. DECORATIVE DRIP THRO P.T. WOOD - - - - - - - - - - - - - - - DECK BELOW ARBOR `NEW WATERPRROF DECK EXTENSION T H i R 0 F L 0 0 R R 0 0 F P LA N SCALE.- 1/4"=V-0" DRAWN OY , I h1 G I L L I A M REVISED- GATE: 06/2-2/2003 PHONE NUiAdER 904 2-49 0072 RewGSE0: T E E Q R E R E E 1 © E N C E . - GRAW&JG N6MBER OF 9 A T L A N T I C B E A C H F L 0 R 1 0 A A-7 leik k k k NEW SLAB FLUSH k { W/ TOP OF EXISTING I CABANA FLOOR k k• - Ik k 16" WIDE B� MIN. 20" DEEP MONOLITHIC =TG- W/ (3) 5'S 271 � k � Ik k � � kJ 9' -6" s SILL . SILL s — — — — — — — — — — — k k I k i k � k 20" WIDE X 10" LEEP COIvC. k k k FOOTING v4`% (3) # 5'S com. � k i 1UPTI C.�TSIDr PAP ,µ.r'OI;ND i cop! I k I � • i 8" BLOCK FCUNCATICNI WALL I {I s k k FILL ALL CELLS 'a`�/` CONC. ' 3 fi 6^ X 10^ THICKEh:ED L B k f i I k f i_ �•s,r i`�} � � C l,'. il� "{i'i. k 6.>,6 1 C', I C W. V. ! k I k — — — OR FIBERNIESH ON k VISQUEEN k 71 1011 42" SQUARE k - 12"'11H& CONC- k k c k k PAD W 5@ 8" O-C. EW. � I k I If jl WATERPROOF ROOF PLYWCOD DECK PER L � k kid i Ikr DECK PER MANUFACTURER ENGINEER L — — — -; — --i I I #5 VERT C CORNERS AND _ SHO'w'dIv'-0" O.C- AND WHERE DEEP DRIP AND SAVE SLOPE i ,�CfrOL1ITIIIC FTG, `VV' 3 5'., DETAIL FER ROOF- TRUSS EJ / ( ' RCOF N.ANU'FACTURER�s " -- S�Sl ENI PER i� � k TRUSS MANUF- I I f n k k k SCREENED VENT CR _� 1 ' rte`` —=-' 'r INSULATION PER BU:_DER TRUSS TO S I _j STRAP �. 16" WIDE BY NiIN- 20" DEEP f EA. TRUSS i MONOLITHIC FTG. W/ (3) 5'S � 6'-B" 7/16 OSB SHEATH. Y.'/ 8d NAIL -d 4' O.C. @ EDGES 12" — Q-C. @ FIELD STUDS MIN. INSTALL PER _ • CODE W/ METAL I SPACERS TYPICAL CEDAR SHAKES ON i I + TYP- 2X6 STUDS © 16" 0-C. E... WATER PROOF I-:'� MEMBRAIN 3/4" PLYWOOD FLOOR GLUE 5'-1' & NAIL tiV/ 10d NAILS 6" O-C- eO EDGES & 12" O.C- Q FIELD ., OPTIONAL -- SOUND ' BOARD RIM JOIST FLOOR TRUSS THREADED ROD FROM ';: SYSTEM PER FOUNDATION TO TOP TRUSS MANUF- �pJ PLATE PER ENGINEER { i _ f ;I P.T. 2X6 PLATE ON INSULATION "A" BOLTS PER ENGINEE 4" CONC_ SLAB W/ / 6X6 10/10 W-W-M. AND OR FIBERMESH ON VISQUEEN GRADE VARIES .X:--x, •,X X— it MT CLEAN, COMP., CHEMICAL TREATED FILL DIRT ' 8" BLOCK FOUNDATION = TYP_ 5 OR # 7 `l WALL FILL ALL CELLS G FILLED CELLS� ❑ �❑ W/ COLIC. s 20" X 10" CONIC. FTG. + o 0 • . " i 'y • i , W/ (3) # 5'S CONT. o LJ m C^ 4" s SEE FOUNDATION I r- G 24 WIDE FOOTING u> w, (3) @ 5'S CONT- _ X C POSTS W ❑ ❑ W A L L S E C T 1 4 1W rA 10" SQUARE k 6' DEEP s c a i e . 3 / 4 " = 1 ' - 0 " A_s u) CONC_ PEDISTAL Q POSTS J Ltj �-� STEEL COLUMN BASE Q EA_ POST 5`-6" 5'-6" PER ENGINEERING 16'+- LINE- W/ EXISTING BALCONY FOUNWON PLAN WALL SECTION SCALL 1/4"=1'—C" GRnthN 6Y I N9 G I L L I A Ni REYiSED: wic- 06/22/2003 PHGP�E NUMBER 904 249 0012 REtiiSED: THE FORE RESIDENCE [)"*1NG NombER OF 5 ATLANTIC B E A C H , FLORIDA A_6 PARAPIT vt I._ , su'Lr UP ROOF -- — — .— — — .-_._ — — Z VPTIONAL GUTTER SYSTEM -FR OWNER I� LL I I Ci I I LEFT SIDE (SOUTH) ELEVATION EXISTING 3 70R Y HOUSE BE'rOPdD PAR API T ti o WALL �. NEW TOP PLATE IS I I i P.T. WOOD RAILS W( LESS THAN �- -- I ' SPACES 42" Hr"H RAiLIfJG I CEDAR SHAKE STYLE HAfiDRAIL SHINGLES OR SIDING ALL NEW WALLS II j jI _r Ii NEW 2ND j `r LEDGE _ �� FLOOR NEW IST F- o l � o 0� VIII gill FLOOR SLAB OF EXISTING HOUSENEW FLOOR I — - � I L_... .— I _ _. ._-- - S L A NEW FLOOR SLAB � -` --- E L E V A T I 0 N S CADANNA EXTENSION EXISTING CABANNA SCALE: 1/4"=1'_0" DRAWN BY J I M G I L L I A M REVISED: DATE: 06/22/2003 PHONE NUMBER 904 249 0072 REVISED, REAR (WEST) ELEVATION THE FORE RESI D E N C E URAWINC NUMBER OF 9 ATLANTIC B E A C H , FLORIDA A- 5 �r - ____ — — — — — PARAPIT WALL DECCRATIVE P.T, 6X3 OUTRIGGERS CEDAR SHAKE STYLE Li SHINGLES OR SIDING i WAVE SHAPE RAIL - FEATURES NOT SHOWN PER \ EXISTING _ \ _ OWNER CLERESTORY 2' 6,-2., 6, ,r 4, ;n 4, 3, '-2" 2' NEW METAL ROOF MATCH EXISTING CABANNA PL HT, __. OROOF SCUPPERS ATTIC VENT SEE SECTION � I o A z a 03 CEDAR SHAKE STYLE SHINGLES OR SIDING \ CABANNA EXTENSION RIGHT SIDE (NORTH) ELE `r/ AT10N / EXISTI;',G 3 STORY HOUSE BEYOND a . P. T, 42" HIGH RAILING RAILS W/ LE'-,S TH?11�d W/ GRASPABLE 4" SPI,-L":> HAPdpRAIL 71 DECORATIVE ARBOR I , STYLE PER OWNER �Y � ;II NEW SCREEf� ENCLOSURE111111 11T. I t If err Ir �i 42" HI GUARD RAI,- N/ LESS THAI 1 SPACES II1'_ LE s EryI LLL iLLLLU CABANNA BEYOND .1,.---P T. 6X6 POSTS CONC. PEDISTAL ELEVAT10INS SCALE: 1/4"=11'-o" DRAA•N er J I M G I L L 1 A M REVISED: DATE: 06/22/2003 PHONE NUMBER 904. 249 0072 REVISED: F R 0 N T (EAST) E L E V A T 1 0 N - TH E FD R E R E S I D E N C E DAAAWC NUMULR OF 9 ATLANTIC BEAC H F L 0 R I DA A-4 F I F I F L� CENTER LP' Ll r L. HB - cc 101 DINjNG f/ LHr.3_ COL. V � I i IC� �Irik WATEPPff-)OF I -k r I k Orr 4 RANGE z 1 C4Y O Cys S Ill EE ELE�'S mlCRQ KITCHEN COOK LAr�. I TCP CCL. of o k 3'_7„ J ' 3'-10" I - -- N PANRTRY HB BY CAB MAKER LAN1. LA"r1. CCL- COL. ROOF _ NEW STE01-- NE'V STOPSBELUGA` TO EY II II II II II li II it II v u REMOVE EXISTING KITCHEN - VERIFY BEARING WALLS n n PELLA WINM%-, & DOOR KEY Ii II i I I I Nt 3771 CBL HUNG WINDOW LJ u Q 2959 CASEMENT W/ 2917 TRANSOM MULLED 1N/ 3" STRUCT. HORIZ. 0, 2571 CASEMENT W/ 2517 TRANSOM Itl�- (°; (5) 2971 MULLED CASEMENT W/ 2917 MULLED TRANSOMS Vv// 3" STRUCT- HORI-'- MULL \ (Q} 7296 DOOR 3096 LH CS DOOR Q 3529 AWNING WINDOW 4721 AWNING WINDOW II II rv1 1 Il ! I � z � + o`�' A wQ c oM 0 � UJZ 1 o� '-X N E1''�r W DECK x x SCREENED DECK EXTENSION P-T. 6X6 WHERE SHOWN 5'-6" 5'-6" 16'+— LINE W/ EXISTING BALCONY 6'-2" 6' S E C 0 N D F L 0 0 R S E G 0 N D F L O O R P L A N SCALE: 1/4"=l'-0" DRANK ar j I Ni G I L L I A M - RCOSED: Dai E: 06/22724003 PHONE HUMBER 904 249 0072 REUSED: THE FOPZE RESI D E Irl C E DHAV4,NG N.MUER Cr 9 ATLANTIC B EAC H , FLORID AA-3 3 k I 3 I I I I I N I 4 4' ' --� I it I it ii I I ii i 1 NEv�' ri 11 i1 CABANA r ii ii Q 13 II -EXISTING %VALE i TO BE REMOVED it ii li li li li i 3' 11 A/C 2'4 a r r 2'-4" 4'-4" g 9' 7'-6" +kiB ]] 7, 2'4 COL. - I COL. i POWDER Loo II 3 I BUILT-INS Lam{ PER 01''r`NER cc BOTTOM OF FI R IS BEAtr; FLESH HOWE 4V/ CEILING SHOP DIRECT VENT I FIREPLACE { FAMILY ROOM = I 1 f `OUTSIDE FACE OF 21 D FLOOR VE BIKES PR BUILT-INS 2'6 PER OWNLR C} 51PrK LAUlNDRY I 5'-3" LAML FIB I Y�ASHI COL_ SLDG VENT 3 : a DRY I SLDG P 17 R i COl'ERED 3'-1a2 �� , T `� 3 ENTRY L' II I I I I I BEDROOtd V I I I k x, y S L� I % LAM. LA','. CCL. CCL 4, r L I I JOTE: -------------------- — !E- ?: . I-----— — --- — — -- I - -` t-�-I Lei i ,E-•�_ ': c� � -_ � f .- { NOTE: NORTH WALL L (2) 3771 MULLLD DBL HUNG WINDl)WS EXISTING SOUTH WALL --� L! 3696 LH OS DOOR NOT SQUARE W/ EXIS1ING -- I L 3747 DBL HUNG WINDOW NORTH WALL CY 3bB1 RH CS HL DOOR EX15T IrrG STAIR 10 RLr„Alr� �I CL) (3) 3377 14ULLLD DBL. HUNG VONL0 S F, (2) 4577 MIULLED CBL HUNG WINDOWS n{ 5696 SGD E CH 5323 AWNING V'�Ir�DDti'; ---- - --- ---- CJ (3) 37.9 I.ULLLD DBL HUN(, tt) 3529 A1-.-NING WINDOtiI, O 2547 DSL HUNG WIND0 Cc, ; l 1 _ 47 LI L� o 1 I OU J Lj-< o' o” 10 w NEW P.T. 6X6 POSTS / V'o'HERE SHOWN SEE � BUILDING ADDITION AREAS: I FOU14DATION PLAN IST FLOOR ENCLOSED 1247 r � I 2ND FLOOR ENCLOSED 576 - -- - - - - - - ' - -Q — — — — — TOTAL ENCLOSED 1823 BACK %%'ATER PROOF DECK 461 FRONT DECKS / SCREEN PORCH - 300 SOUTH COVERED ENTRY 28 16't- LINE W/ EXISTING BALCONY 6'_2' 6' F I R S T F L 0 0 R F I R S T F L Q 0 R P L A N ENGINEERING NOTE: SCALE: �;��=1'-a" DRAWN BY i I Iva G 1 L L I A M REVISED DESIGN FOR PARTIALLY DAIL 06.22/2003 PHin1€ kJ�A3tR 504 249 0072 REVISED: ENCLOSED ADDITION. T H E F 0 P, E R E S I D E N C E DHAWINV IdJMUEFf OF �• A T L A N T I C S E R C H , F L 0 R 1 D A — -- I, I . LJ ID C ITY 1 �� ) QI - - — - rATLA, N � F-j \ I� ADDED SQUARE FOOTAGE Ii,NTO-RMATION q • CONDITIONED ONDIIIONED SPACE r IRS FLOOR I 1247 S.,F. • CONDI`IIONLD SPALL 3LCOND FLOUR 576 S. F. (L • r �� 1) S111JG POCL DECK Q EXISTING PAVING To B REMOVED NEW PERVIOUS « I UNENCLOSED SPACE 7 S. PAVERS cn D 89 I + I I ol • LOT AREA EXCLUDING WETLANDS AND 7350 s. F. \ uj -�°IExISTING coNcaETE ( - -- T_ I TO BE REMOVED BODIES OF WATER) r EXISTING CCNC ENTRY TO I r <' I .�• LJ PL,fJT rdG REMAN I I 1 E'xl`1:P IG POOL I ` I i 1� ,• I � � � i , FOi_i1 ITN, d 1 u --f d i I z IIS HOUSE FOOTPRINT I 0 �J %LL I I s D w ; I I LtJ :T' YL Cvr i r T � r l� ��.� SECTION OF -11 rr0 I j r - � � r ADDED S I RUGTt HEIGHT AND � OF STC�RILS � _ �> ; NEW POOL Q 4 DECKf ( Y I I I < �!' • MAXIMUM I-IEGIIrh UIr' THE ADDITION IN 1'�rl. 26 CCPitJG sTG';E= ---_ i • NUMBER 01 STOIzIES - F - - + ` 2D'-2 1/8" \ v I 2 I d _- 20'-0 3,/4, I , TYPE OF CC� N,� ZUCZIUN --------------------- ,LJ • TYPE (INDICATE ONE: I, II, III, IV, V, VI) NEw CONC. i Sloop :� LLLJ II II I r J. { r 1 h O I T l - ExISTit,G CABANA • PROTECTION, INDICATE GNE: (PROTEC'T'ED OR UN PROTECTED) "' � TO BE EXTENOEQ � NE'w CCr C• Ax STING c�� _ I v r r a, T..�, • ) y I ( JL i— • INDICATE ON", (SI IZII KL"D OR UNSPRINKLED) hj y Y, MATERIAL . INFORMAI- R*l � > ROOFING (MATERIAL SHALL MEET THE THE REG UI \TENTS OF CHAPTER 15, _ _-- --.- FLORIDA BUILDING CODE), L� E G A L r ': rr NG F AVINIG TO REMAIN --- 2;11 - - ANDALAY, AS RECORDED IN PLAT BOOK 10, PAGE 11, W E `�TOCPS & MISC, PAVING------ --- ----100 i LOT 7, BLOCK 63, M �VEw ner�.'ou5 •-cir;s nat counted) I OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. " • ` PC DE:K (to remain 494 ROOF UNDERLAYMENT — ASTM I'YPE S )--- ---..__'_"' EJ 3L DECK 108 - • FLASHING — GAUGE 1 r , 'DIAL ! u SIO- 1L APERVIOUS 7082 ROOF FLASH GAU L MATERIAL DRIP GAUGE CAP it i ii I I � li j IidiFEfVIQI'> LOT 42% - _ S I T E P L A N SCALE : 1 /8 RAKE-----`—GAUGE VAT ILEY—_----GAUGE • ROOF MATERIAL -- " • FASTENING - I ZONE i � r i ° 1. R`.J tJ E�v '�1 LOCA rI1 I V N MAP WIND ZONE INS ORMA I ION .rf PLAN INDEX ( UNLESS SPECIF'IED BY THE ENGTNL'�;R. DF RECORD) � DWG. NO, . TITLE � INDICA'T'ES I-'RU•II1,1(," , T LOCATION - A- 1 SITE PLAN & COVER SHEET 'I NOTE: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE 1YITH, A-Z FLOOR PLANS AND MEETS THE REQUIREMENTS OF SECTION 1606 OF THE A-3 FLOOR PLANS 2001 EDI'T'ION OF THE FLORIDA BUILDING CODE. A-4 ELEVATIONS A-5— ELEVATIONS ' A-E� FOUNDATION PLAN r o THIS BUILDING, (IS)/(IS NOT), LOCA'T'ED IN THE WIND BORNE DEBRIS REGION A-7 ROOF PLAN A-8 ELECTRIC PLANS ear f m 4— A-9 ELECTRIC PLANS • BUILDING, INDICATE ONE: (ENCLOSED OR PARTIALLY ENCLOSED) v ,� " WIND ZONI4] INF'URMA`I,ION ` � � 120 >. \r- • BASIC WIND SPEED (M. P. H. 3--SECOND GUST) (UNLE'S S I)E,CII IED 13Y 1'HE, ENGINEER Or RECORD) Jr N �� G' . •- - __ DEIGN F'RIaSUT�L n . • • WIND IMPORTANCE FACTUM -- � - S1ZE ZONE, �� 'LUNE, 5 I—la - - -'�' _--- BUILDING CATEGORY DRAWN L3' - I • WIND EXPOSURE CATEGORY — ---___ . _ —_ j w AR �vv�o DESIGNED TBY 11 U 1 CITY ICEACH JRG J , r r r i, r , SCALE: • INTERNAL PRESSURE COEFFICIENT ass "rl' Q tG�3 AS NOTED A TE: I Iy 06/22/2003 DIMEIMN ION OF ZONE IN FT. JOB rip_-_ I' � I SHEET N0, j- of 9 i DBL.2x6 5YP "2 44CNUT. TYP. ECTOR REQ'D EA, TR155 W TOP PLATEO Lu w \z V2'4 TIE ROD SYSTEM *` ,,, 0' w/ 2, 4 OR � CONNECTOR READ EA TRU55 UPLIFT CONNECTOR SCHEDULE 2x6 51°F *2 � STUDS x 1/6' WASHER 4 ;' `��.• La �."'�✓,, �� V � , . SIMPSON FASTI=NERS � 16' c/c _ UPLIFT CONNECTOR TO TRUSS TO TOP PLATE J `-. ua UP TO 415 H 25 5-8d 5-Bd TRUSS A , TDP PLATE �ti •► 0-11 I X DB2-. 2x6 STP"2 s- 435' I-GA-10 4-V4'4 x 1-V2 SCREWS 4-V4'4 x 3 5CR1=W5 TRJ56 USE I TYK 5 PRYWALL SCREWS 8 c/a TYPICAL. SECOND FLOOR _ r �� 41V TO 58V 41 4-8d 6-8d x i-Irl TRJ55 i'# COUPLER O 585'TO 145 H 6 5-10d 5-Bd x 1-1/2' TRJ55 z 2x& SYR 02 51LL PLATT= 2X6 SPF "I ',rx'��/j�� l tee?.••, 1451 TO 990' H 10 8-8d x 1-1/2' 8-8d x I-IB TRU55 COUPLER ''�',, '•A• 145s TO 10000 MTS 12 1-10d EA SIDE NONE TRU55 a 6, G/G DBL.2x6 SYR "2 � t ` 10000 TO 14500 HTS 20 10-10d EA SIDE NONE TW55 TOP PLATE 2' 4 OR * X J' WASHER d 14500 TO 1600' H 16 S 10-10d 1-10d TRJSS 4 NUT. 6 PLATE= (TYP.) 1/2'4 TIE ROD 5Y5TEM zz w/ 2' 4OR4 l7 14500 TO 16000 H 16-2 10-10d 2-10d 2-PLY TRU55 2x6 SPF *2 x 1/8' WA5HER 4 Q160V TO 205V LGT 2 14-16d 14-16d2-PLY TRUSS STUDS FIRST FLOOR NUT. TYP. ' 2050.70 42000 MGT NONE 12-10d SEE SHEET W-3 a 16' CIO � 4200'TO 86650 HCsT-2 NONE 8-10d 2-PLY TRU55 2x6 5YP "2 51LL PLATE 2x6 SYR 02 51LL PLATE 86650 TO 96850 HGT-3 NONE 8-10d 3-PLY TRUSS Of O7 86650 TO 9685' HGT-4 NONE 16-10d 4-PLY TRUSS ONE STORY TIS RoD IN � 3150 RSP 4 4-8d x 1-U2' 4-8d x 1-1/2' STUD TO PLATE 4 EXTERIOR WAL L DETAIL 585► 5p 1 6-I0d 4-10d STUp TO PLATETWO STOR�r T I� Roy IN NOT To SCALE 10650 SP 2 6-10d 6-10d STUD TO PLATE EXTERIOR �� DETAIL 1520' MSTA 36 2(2-10d NAILS 70TAL STUD TO STUD s FLOOR NOT TO SCALE D ua 0- o WHERE TIE ROD SPACING SHOWN ON PLAN > 6'-0' c/c MAX , M c� 2' 4 OR O x 1/8' THICK WASHER 4 NUT � (2)2x CONT.WOOD PLATE I/2'.COUPLER � N WALL O 0 OPENING STUD WALL 112% THREAED RO 'I V2',COUPLER HEADER SEE SCHED. EACH 5 DEDOF OPEN ING5, (2)AT C'ORNER5 AND (V 0' C/C MAX I ` z 2x 5TU5 WOOD 5TUD5 a I6'oc BUTT JOINT V w t: I/2'. THREADED ROD p T I L SILL PLATE 2' ROUND OR SQUARE x 1/8' ® w w w STUD WALL W L 6" 6' THICK WASHER 4 NUT TYP. (co � OP NG MI MI ``' WOOD PLATE X V Lu — .n ` = t0 OF FLOOR =1? T. WALL F- 1.1 0 EQUAL EQUAL INT. WALL JACK 5TU46EEMULTIPLE KING STUDS cq Z HEADER SCHEDULE SEE HEADER SCHEDULE !� TYPICAL TIE Rol) WALL ELEVATION TYPICAL HEADER DETAIL r m NOT TO SCALE~ �4NCOR DET�41L �----- p NOT TO SCALE DRILL 5/8'4 HOLE, CLEAN, 4 - AC FILL w/EPDXY 4 I/2'4 THREADED Q- ROD w/2' 4 OR * X J' THICK WASHER 4 NUT. TYPICAL. O w z� W J- TTP. TRJ55 TO TOP PLATE ANCHORS HEADER SEE= OMITTED FOR CLARITY SCHEDULE F Lu Lu Q 0 z END TRU55 (TYP.) 0 p w 1N51D ' C� 5LIDE ROD THRU 0- HEADER USE NUT 4 PLATE WASHER (COUNTERSINK AS w REQUIRED) V THREADED ROD A55EMBLY CONT. 4 � t0 FOUNDATION 2'4 OR 4 x �' THICK D 2X4X8'-0' LATERAL g' rr`� WASHER 4 NUT z HEADER SEE BRACE 0' c c ON BLOCKING. ►� w } J'4 TIE ROD A55'Y w TYPICAL OFFSET WINDOW (TWO STORY) GABLE I TIE-DOWN EXT. WALL DETAIL AIL CONT. TO FOUNDATION J0�3 NO. 304a raRAwN: C-�Gu1 NOT TO SCALE DATE: pl-I-m3 3 D SGAE_!=: Npt�p N DRAWING NO. r W 0_ FOOTING BELOW w/ 1-15 M Ell`'' CORNER BAR w/ 24' LE55 GENERAL NOTES and DE51GN CRITERIA FOR FORE FRE6I DENCE $' CM ED w/ 1- CONK FULLY GROUTED w/ 1-'�✓- CONT. ►rl : ' � 4' GONG SLAB W/WWF MATS ! 3-"5 FULLY GROUTEDUj 5' CMU 5TEMWALL OR FI5ERME5H REINF. 9 EA CORNER w/ 1-15 VERT s 45' G/G ti' q�.•• FULLY GROUTED ��►� �, , t, ' 1•'.v CMU STEMWALL CORNER - r• . - 1 X � w s ILI NOT TO SCALE GRADE r I. CODES- Florida Butldin Code ( 2001 Edition ), ATTIC, NDS, AWPA 4 APA ( latest editions ,A-,co�`�y�`. �•• � V� 0 A6 MIL VAPOR BARRIER 2. LIVE LOADS: �� --•. .� ROOF LIVE LOAD - TOP CHORD . . . . . . . . . . . . . . . . . . . 20 Psi= FLOOR LIVE LOAD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40 Psi' 0 3. WIND LOADS: 15A51C WIND SPEED (V) = 120 MFH 2-05 CONT IMPORTANCE FACTOR (I) = 1.0 4' CONC SLAB W/ WLLF MATSORFIBERMI=SH REINF. EXPOSURE CATEGORY = G INTERNAL PRE55URE COEFFICIENTS z +/- 0.15 Q PRE55URE5 ON COMPONENTS AND CLADDING, 511E ATTACHED SHEET •. v 4 MA CONCRETE: NORMAL WEIGHT, MIN. 3000 PSI a 25 DAYS ul/ FI15ERME5H REINFORCEMENT CMU 5TEMWALL ON FOOTING -A FIBERMESH: 1/2' MONOFILAI"1ENT, DOSAGE: 3/4 LB PER CU51C YARD NOT TO SCALE (LES5 THAN 4'-0' IN HEIGHT) REPAIR OF CRACKS IN SLABS DUE TO SHRINKAGE, IMPROPER 501L CONDITION5, 4 3-«5 EA WAY I DIFFERENTIAL SETTLEMENT, 15 THE FULL RE5PON515ILITY OF THE CONTRACTOR 21-0, Sa 6 MIL VAPOR -1 CONCRETE BLOCK: A5TM G90, TYPE II, F'm a 1500 P51 BARRIER 4 MA5ONRY MORTAR: A5TM 0270, TYPE '5' REINFORCEMENT: 45TM A615, GRADE roO MONOLITHIC P05T FOOTING Structural Steel -_. . _... ..._-............... A5TM A5-12 NOT TO SCALE (NO VAPOR BARRIER IF OUTSIDE) Angles, bars 4 mist, steel. __ ASTM A36 Rectangular Structural Tubing ASTM A500, Grads B Ci High Strength Bolts ...........- A5TM A325 - 3/4' 0. iu Anchor Bolts _ _. _ ASTM A301 � NEW EXISTING O Welding Electrodes _ AW5 1110, SEE INTERIOR WALL THE STRUCTURAL STEEL ERECTOR 5HALL PROVIDE THE NECE55ARY NEW CONCRETE FOOTING: (SEE FOOTING DETAIL D BRACING DURING ERECTION AND UNTIL ALL STEEL 15 PLUMB AND FOOTING SCHEDULE FOR 51ZE5), DRILL TWO 6' HOLES CLEAN 4 FILL SEE SECURED AND MUST NOT BE REMOVED UNTIL THE STRUCTURE 15 W/ EPDXY tv (1) Oa x 3'-0' IN EA. HOLE. 5TEMWALL Ui COMPL.ETLY ERECTED. DETAIL z NOTE: TOP OF NEW FTG. o LUMBER: WOOD CONSTRUCTION IN ACCORDANCE WITH CHAPTER 23 OF THE SBC. TO MATCH EXISTING •. 5TUDS: SPRUCE, PINE FUR, MCI% NO. 2 • • • �' a • . 0 ALL OTHERS: SOUTHERN YELLOW PINE, MCI13, NO. 2 •' — 5HEATHING: A EXTERIOR WALLS ARE SHEAR WALL5. 4.•. �, g (21 4 EXTERIOR SHEAR WALL ALL ' . . � • a `9 w 15/32' THICK APA APPROVED FOR ALL ROOF SHEATHING AND WALL PANELS. 12 •4, �i USE 3/4' THICK 'APA' APPROVED T4G GLUED STRUD-I-FLOOR FOR FLOOR 4 1 �-� 'r� � r �S) (]� ROOF DECKS W/ 5/5' THICK UNDERLAYMENT FOR FLOORS ONLY_UNDERLAYMENT. 1�- 0 EXTERIOR SHEATHING FASTENING: EXIST. FTG. --� O FOR WALL, FLOOR 4 ROOF: FASCOMPACTED FILL TEN 5HEATHING Sd 6 6' ON CENTERS �- OF SUPPORTED EDGES ( IN THE SEAMS ) AND a 12" ON INTERMEDIATE SUPPORTS ( IN THE FIELD ). REDUCE NAIL `�• �- SPACING TO 4' ON CENTERS AROUND OPENINGS. DETAIL A-301. INTERIORWALL FOOTING FRAMING ANCHOR$- NOTEDONLANS BY '51MP50N' OR ENGINES APPROVED EQUAL. w THREADED ROD5- AM II II NOT TO SCALE: _r.� TO CMU 5TEMWALL FOOTING V U � WASHERS: A5TM F 43ro. NOT TO SCALE NUTS: A5TM A 563, GRADE 'A' HEX. 3 EPDXY: SIMPSON STRONG-TIE CO., PRODUCT: 'SET' ADHESIVE, Cl FLOOR JOISTS: PROVIDE 5HOP DRAWING5 FOR ENGINEER'S APPROVAL WITH DE51GN (i(1 (�(� VERIFICATION OF THE FLOOR JOISTS BY COMPLETE CALCULATIONS SIGNED AND tt��--�� iL1 SEALED BY A REGI5TERED ENGINEER HOLDINGS A CURRENT REGISTRATION IN THE X � , r STATE OF FLORIDA. 0 ROOF TRU55E5: ROOF TRU55 FABRICATION 5HALL BE APPROVED BY IGBO, DE51GN 1/2'0 COUPLER PER TPI PROVIDE SHOP DRAWINGS SIGNED AND SEALED BY AN ENGINEER HOLDING EQ EQ EQ o A CURRENT REGI5TRAVON IN THE STATE OF FLORIDA . MINIMUM PLATE 51ZE 15 15 0 COUPLERJ^11 Z SQUARE INCHES AND DESIGNED IN ACCORDANCE WITH THE DESIGN SPECIFICATIONS I/2'a THREADED ROD �- FOR LIGHT METAL PLATE CONNECTED WOOD ROOF TRU55ES. STUD WALL STUD WALL 1/2'4 THREADED ROD � 2' t aR+x I/8' O 5. 501L TE5TS: IT IS THE CONTRACTOR'S FULL RE5PON5I5ILTY TO INSURE THAT THE SUBSURFACE THICK 0 x 11R 4 NUT SILL PLATE EQv r501L CONDITIONS ARE ADEQUATE TO RESIST THE PROPOSED LOADS 5Y HIRING AN SILL PLATE 2' 0 OR+x va' ' Ck INDEPENDENT 501L TESTING LABORATORY TO PERFORM PENETRATION BORINGS AND THICKENED CONCRETE 5LA0 - THICK WASHER 4 NUT PROVIDE A REPORT FOR SITE PREPARATION 4 A MINIMUM ALLOABLE SOIL CONCRETE SLAB u BEARING CAPACITY = 2000 PSF. 1-4 p (o. TEMPORARY BRACING: LU CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING THAT 15 n REQUIRED DURING CONSTRUCTION TO KEEP EXI5TINGs STRUCTURE SAFE AND r �z PLUMB UNTIL THE ENTIRE STRUCTURE 15 IN PLACE. BRACING SHOWN ON DRAWINGS 15 FOR THE COMPLETED STRUCTURE ONLY. DRILL 5/8'0 HOLE,CLEAN, 4 FILL w/EPDXY 4 V2'0 DRILL 5/8'0 HOLE,CLEAN, 4 FILL w/EPDXY 4 V2'0 1. CONTRACTOR SHALL VERIFY THAT ALL EXISTING DIMENSIONS AND CONDITION5 OF THE 51TE THAT ARE THREADED ROD THREADED ROD AFFECTED BY NEW WORK BEFORE PROCEEDING WITH FABRICATION AND CONSTRUCTION. TIE ROIL g EXTERIOR 5TUD WALL TIE ROE) g INTERIOR BEARING& STUD WALL 5. ALL STRUCTURAL OPENINGS AROUND OR AFFECTED BY MECHANICAL,ELECTRICAL AND PLUMBING NOT TO SCALE EQUIPMENT SHALL BE VERIFIED WITH EQUIPMENT PURCHA5ED BEFORE PROCEEDING WITH STRUCTURAL Not To SCALE uj WORK 0- 5. SNL E55 OTHERWISE SHOWN ON DRAWINGS,MINIMUM CLEAR COVER FOR REINFORCING 5HALL BE A5 FOLLOWS : p FOOTING5 3' PILE CAPS w t I' LU 5EAM5 2' ua r COLUMN5 4 PEDE5TAL5 (OVER VERTICAL REINFORCEMENT) 2' GONG.FILLED CELL WI 1-45 BAR GONTWI101iS DO THE SAM ON SIDES Cr-WALL OF'SNIt A 4 4-a' ~ C/c 10. ALL REINFORCING SHALL BE HELD SECURLEY IN POSITION WITH 5TANDARD ACGE55ORIE5 DURING PLACING use ALSO,,FI oN EACH cFLL ALL CELLS V 5 NOT TO EXCEED 44''-m'GCray CELLS SAGA OFEr�r,3 a'4'-0' p OF THE CONCRETE. 0.V 1K L) r w rox6 WOOD P05T Q 0- A4' GONG SLDA.AB W/ ' MATS DRILLED IN WALLHTS DIR INE GOT ON W CLOSED FILLED CELL ' OR FIBERME5H REINF. END Cm Mcxx LGBro6 COLUMN - "5 a 48' c/c MIW. il 5SA 5A5E. (TYPICAL) 4 REWForrcW�+ j Iswa9 �. U • PROVIDE Car-FILLED CELL uv GRADE .. PifFA5RICATED h'S. CONT.FRAM FOOTIWj ANO INTO NEW 0) -' `a • i ` KW.+ALL CLING TIE 6E.y1 TrP. Q ;L 6 MIL VAPOR GORrERs 0 s� 15ARRIER }} I fL 2-� CONT. I'-0' a oNE STORY TYP.EXT. WALL INTERSECTION _ Joy rdo. 3'� /' 4 a 1'-4' TUJa STGRT I I�..�!"^'t I WOOD — VERIFY ALL E X 1ST I CT 51 TE GONER I T I ON5 A�11� IDI� IEN,51 0NS �=' � �O�T � �Ti�,�i� _ _ Iorte ( F1 1`� �� fi L fil lel. alloLIYHIr_ XT I FOaT�R_' � ( I ] f` I �', � ANC-,I-10 AGE ��T I�. �� -1 rsct To=ALE A I_ _ DAT E + SCALE- NOTED !:iRAI UING NO. s. U Q 3/4' ANCHOR BOLT, U.ONA5-1 Lj 0 ( 4 w w -'� to u cp x lu ASI, 3' m _ �, ".� '•,.�.��. z (VERIFY) ''�,�� ,• �. 0 REFER TO ARCHITECTURAL DRAWINCG5 FOR � �e�,W'U- V 1 EXAGT CONF ICOURAT I OF AT ION TDP z C RAILING AND OPI=NING Cs LOCATIONS DETAIL OF A81 T.O.S. EL VS \� t _� \ -_� 1 1/2 14 1/2 4 1/2" 1 1/2" , fa ARCH DLLG cn Lo 24 74 72 48 48 36 38 24 T.O.S. EL: 8'-10 3/4' (VERIFY) r o m FINISHED FL. ELEV. q TUBULAR STEEL COLUMN (VERIFY) AND %" THIG< BASE PLATE � ---- — FINISHED FL. ELEV. TOP ELEV.- 1SE PLATE '/2' FTG.(VERIFY) r� BOT OFBA5E PLATE ELEV.= I'/,?' ABOVE FTG, wlu 4 u_ � II II ON \ L SCALE: 1/4" = 1'-ON 5GALE: 1/4" = 1'' FRAME II II - � U U www Q NOTE, LL co ca ALL FRA1IE5 I-lEt-1 ERS SHALL 8E FULLS' WELDED � U T5 4 X 4 X 1/4 UNLE55 NOTED OTHERWISE REFER TO ARCHITECTURAL DRAWINGS FOP, EXACT LOCATION AND CONFIGURAT(ON of ALL WALL5 AND WALL OPENINC;5. 73 L ° NEw TOP PLATE FRAME 'A' ti N } T.0.5, EL: 1-3'-4' T.O.S. EL: 161-40 (VERIFY) FRAME 'Cl (VERIFY) FRAME 'B' f INEW 2ND LE 1 FLOOR H Lu T.0.5. E V-10 3/4' fl � — �VEi1F 1 UJ1�X -I z ( r) l,UirnX3i LU1+'oX31 NEW 15T FL 3 I _ .. ---- -- PL HT. (L WI&X81 FROM FRAME "B' -- v kn LuU IN i WI6X31 FROM FRAME 'B' Lu FLOOR 5LA5 OF (K EXI5TIN5 HOU5E EW FLOOR NEW FLOOR — SLAB O 5LA5 W z lK BOT OF BASE PLATE BOT OF BASE PLATE Ag'-,\ ii h ELEV 1i2' ABOVE FTG. ELEV.= 1%' ABOVE FTG. CA5ANNA EXTENSION EXI5TING CABANNA Joe No. 304 8 z DRAWN: C-xCxW FRAME ELEVATION \ / AT3TEEL �lATION 5TEELFRAME D E SCALE: 1/4" = 1'-O" 5CALE: 1/4" 1'-0- p 5CALE: NOTED Y DRAWING NO. 5 - 4 ) W CL (000� Ll (P eW cA wr�• -�N' r' �y 1 V- x r - (L r, C14 ,r ul z ci 31'-10' (VERIFY) h ci IL l7 a h is L 'R5P4 5TUD TIE TOP 4 BOTTOM WALL SHEATHING. SEE Lr- GENERAL NOTE5 4 DESIGN ct- tu ON SHEET '5-55. NEW PARAPER 2X6 STUD WALL. r z SLOPED ROOF BELOW 1.4 GA. METAL 5TRAP 8Y WRAPPED ON BOTH SIDES ROOF SHEATHING AND ROOFING OF EACH STUD. TYPICAL. REFER TO DRAWINGS S13 - 1 1 2 uj z V U G P.T. CONT 2X6 WOOD PLATE W/ 1/2'0 LAG 5OLT5 W/ 2'0 X 1/8' THIICK WASHERS 32 GrG T5 4X4X 1/4 FULLY WELDED STEEL FRAME, C1 U) 16 X51 BEAM AND 6' WOOD STUD WALL p ui 5TAGGERED. TYPICAL. ca m n tY to 2-2X6 BLKG. IN BETWEEN } I I ! I I ! ROOF TRU55E5. TYP. EXI5TING THIRD FLOOR FRAMING AND l I I I I LUALL5 TO REMAIN. U.N.O. 0 � V r SEE UPLIFT CONN. SCHEDULE o BY '51MP5ON' ON SHEET "S-6 TYPICAL I i14 (2) 2X6 WOOD TOP PLATE 22O 16 EEP FRE-F,45 B WO D RDT S5E5 24+ /G I (S OPE RU55 OPG ORD O L) 2Xro STUD a 16' CIC MAXL ! I I I I ! I ! I I I I I I Q 22' - 16' DEEP PRE-FABRICATED WOOD ROOF TRU551=5 (REFER TO APPROVED 3X6 CONT WOOD PLATE W/ SHOP DRAWING5) W/ SLOPE TOP CHORD 1/2'0 FULLY WELDED 5TUD5 (� 0 24' c/c. PROVIDSE COUPLER TOP OF NEW STEEL ! I I I I ! I I I ! ! I ! 0 4 viz' 0 TENTION ROD5 0 4'-0' c/c. ELEV. 15'-4' (VERIFY) MAXIMUM SPACING. TYPICAL. I I I ( ( T5 4X4X 1/4' FULLY WELDED FRAME �A I I I I I I I I I I I I I I I I I I I ! I I ! I I ! I I ! w a z o 5TEEL FRAME SECT ION iu SCALE: 3/4' 7 1'-0' (AT ROOF) ^ 3 0 IL U 4 41-2' Lo a - NOTES: u y I. REFER TO GENERAL NOTES AND D1=5ICxN CRITERIA ON SHEET 5-5 w ROOF 2. [] DENOTES T5 4 X 4 1/4 STEEL TUBE COLUMNS p BELOW, REFER TO 5TELL FRAME ELEVATION5 ON SHEET 5-4 -HIGH 3. � DENOTES PT 6X6 WOOD P057 z SCALE: 1/�4" = 1'-0" >:O 4. DENOTES TYPICAL (3) 2X12 W/ 1/2' CDX PLYWOOD E WOOD BEAN) W/ 16d NAILS V 5' C/C TOP AND BOTTOM STAGGERED. TYPICAL 5. REFER TO APPROVED PREFABRICATED WOOD ROOF TRUSSES SHOP JoB NO. 3��8 z DR4WING5 BY "LUMBER UNLIMITED' w 6. VERIFY ALL EX15TING CONDITIONS AND STRUCTURE BEFORE DRAWN: CxCxW r PROCEEDING WITH ANY CONSTRUCTION OR FABRICATION 1. COORDINATE ALL DIMEN51ON5 WITH ARCHITECTURAL DRAWINGS ANG) EX15TING FIELD CONDITIONS. DATE: 9-04-03 3 0 SCALE: NOTED i h DRawING No. � 1 W TS 4X4X 1/4 FULLY WELDED STEEL FRAME, W I&X31 BEAM AND ro' WOOD STUD WALL • W XCONT WOOD PLATE W/ �* w Nv►Y ` 1 36 �. I/2'0 FULLY WELDED SCUDS OR TS 4X4X 1/4 FULLY WELDED STEEL FRAME :;:: v* . w 5OLT5 0 24' C/C STAGGERED I ,C� ._ x .3" 5G . .._. i r •'A.�t CUT 3X8 CONT WOOD PLATE W/ 1/2'0 FULLY WELDED STUDS OR O 5OLT5 a 24' C/C STAGGERED 31'-10' (VERIFY) z W/2'X12X3/4' BASE Pi-ATE W/ IN BETWEEN THE FLOOR J015T5 1- u- (4) 3/4'0 BOLTS z � TOP OF NEW STEEL z ELEV: V-0 1/4' (2) 2X8 TOP AND BOTTOM W/ � a w 1/2'0 FULLY WELED STUDS OR ° ° BOLTS a 12' C/C STAGGERED a W 16 X 57 TOP AND BOTTOM ° h 5TD 'A15C' CONNECTION FLOOR GIRDER 5'i2'XI'i2'XI'-0' CAP PLATE - TYPICAL I T5 4X4X 1/4' FULLY WELDED FRAME o I 1 I I I I (YaLI Iw I I ii I I I o �u w va BLOCKING IN- 111 Q c i I i p w x BETWEEN F=LR I I LLI J0I5T AT Lp A u I to ICAC P L Jr w&TEEL FRAME � ON _ 11112, DE P PR -FAB +CAT D WO D FL OR J 1515 a 24' C+, m SCALE: 3/4 I -0 CSL PE J IST T P GH RD) I I L �J wI I I I I ' I I I I - I -r--� r ,*FI m I I I I I m z CUT 3X8 CONT WOOD PLATE W/ x r O \ z 1/2'0 FULLY WELDED 5TUD5 OR } UJI& J� I I I I r—===:3 ""'=3 '- —1 l LL BOLTS a 24' C/C 5TAGGERED W III AND T5 4X4X 1/4 FULLY �r W LL IN BETWEEN THE FLOOR JOISTSIr- STEEL WELDED STEEL FRAME AND ro' WOOD 1 z STUD WALL ABOVE s- 2 SECOND FLOOR FRAMING AND �j y i �; Q IS' DEEP PRE-FABRICATED WOOD WATERPROOF DECK SYSTEM BLOGKINCc IN- S- W J IUALLS TO REMAIN. L!N.O. _ o _ • FLOOR J015T5 REFER TO APPROVEBETWEEN FLR SHOP DRAWINGS I REFER TO ARCHITECTURAL J015T AT j U O z DRAWINGS MID SPAN I � O U TYPICAL I I I I I I I I I I I I } () o N Luuj U ui w° O -I Q cW t>_ !�1 co 16' - 12' DEEP PRE-FABRICATED WOOD U 1 — — —— T— W N co x I I FLOOR J015T5 (REFER TO APPROVEDLu - w I- 1 SHOP DRAWINGS) W/ SLOPED TOP CHORD p 18' DEEP RE-F BRIG TED Od LOO JOIST a 24 C/C I I 1-- 3 I I I I r 'ITT' RATED COMPOSITE WOOD L F- 'ITT' RATED GOMPO51TE WOOD u HANGER BY 'S1MP50N' - TYPICAL HANGER BY SIMPSON - TYPICAL 1 1 I I I I I II III ( M L ° 2 FRAME SECTION II II II II 1 � O SCALE: 3/4' = 1'-0" 5 - 2 I I II uj I I I I rld I' IN 2x P.T.PfREFA5 NOTE5. u! CONT.WOOD PLATE �_- 11. REFER TO GENERAL NOTES AND DE51GN CRITERIA ON SHEET 5-5 'DRTV DECK RAILING TIE 2. ❑ DENOTES T5 4 X 4 1/4 5TEEL TUBE COLUMNS ABOVE, BEYOND AT EACH SIDE OF 26'-0' 4'-2' AND/OR BELOW. REFER TO 5TELL FRAME ELEVATIONS ON SHEET 5-4 � POST.(TYPICAL) 3. ® DENOTES PT III WOOD P05T F &d DEFORMEMED 4. DENOTES TYPICAL (3) 2X12 W/ 1/2' CDX PLYWOOD Lu SHANK NAILS TYPICAL TDP AND WOOD BEAM W/ Irod NAIIL5 0 8' C/C TOP AND BOTTOM STAGGERED. TYPICAL � BOTTOM _ 5. REFER TO APPROVED PREFABRICATED WOOD FLOOR TRUSSES SHOP '40�4c/ D POST DRAWINGS BY 'LUMBER UNLIMITED' 6. VERIFY ALL EXISTING CONDITIONS AND STRUCTURE BEFORE w 2x2 P.T. a 51/2' c/c [] PROCEEDING WITH ANY CONSTRUCTION OR FABRICATION O2x4 P.T. CONTINUOUS (TYPICAL) 1. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWING5 P.7.5/4x6 IUDOD DECK AND EXISTING FIELD CONDITIONS. ° a 6' C/C. TOP ELEV. 11/4' BELOIU 2ND FLOOR. UJ 0 �c 14} tu51g' 4, THRU. BOLTS t 4 B 4 0 COUNTERSINK HEADS 0u- No AND PLUG. TYPICAL. j I— 5ECOND FLOOR P.T. 2- 2X12 BLOCKING u I u JOB NO. 30�r� z BETWEEN WOOD JOISTS F.T. 2X12 CONT. W/ Nis' m BOLT O SCALE= 1/4 - 1 -� W/ 3-12d NAILS EA. END STAGGERED w 32' r-/c. 7 4 8 DRAWN: GGLU 2 DATE: 09-04-03 OPTIONAL. �44NIDRAIL DETAIL �- 2 D SCALE: NOTED 90 NOT TO SCALE Y DRAWING NO. 5 . 2 1 l I I Ld 0 U WATERPROOF ROOF PLYWOOD DI=CK. 5EE GENERAL DECK PER MANUFACTURER NOTES ON SHEET '5-5'- u.t u� DRIP AND EAVE 5LOPE IK DETAIL PER ROOF TRUSS iej � ROOF MANUFACTURER SYSTEM PER -��`� ��-Lc ► },"+YW � TRUSS MANUF. ti -: 00 X w SCREENED VENT OR ` z Qr, " PER BUILDER '- 00 d (VERIFY) "! ? ►_ r u- _ 5EE UPLIFT CONNECTOR SCHEDULE Ll 7/16 058 SHEATH. ON SHEET W/ 56 NAIL 9 4' z O.C. 0 EDGES d 12' O.C. is FIELD 5TUD5 w MIN. - INSTALL PER 31'-10' (VERIFY) p CODE W/ METAL SPACERS TYPICAL TYP. 2X6 5TUDS a lro' O.C. X CEDAR 5HAK3=5 ON \7 WATER PROOF 3/4' PLYWOOD FLOOR GLUE 5' BLOCK FOUNDATION WALL v- MEMBRAIN ; NAIL W/ Sd NAIL5 6' O.C. FILL ALL CELLS W/ CONC. TYPICAL 0 EDGES s 12" D.C. to FIELD OPTIONAL 20' W X 10' D CONC. FOOTING 1/2'0 TIE ROD CONT. FROM FOUNDATION SOUND W/ (3) Y 5 CONT. AND 03 1p 3ro' C/C TRANS. TYP TO UPPER M05T TOP PLATE NOT TO EXCEED I' BOARD 4' c/c. REFER TO DETAILS ON SHEET 5-6 10' 5Q X 12'H CONC, AND 'GENERAL NOTES AND DESIGN CONC- PEDESTAL W RIM J015T GRITERIA ON SHEET 5-5 TYPICAL (4) "4 VERT W/ (2) 03 TIESci I ci F STEM PER AT EACH POST LOCATION \ OOR TRUSS I TRU55 MANUF. _ • L! Fg TRU55 BRG EL g -0 1/4 THREADED ROD FROM (VERIFY) -" SEE P ODG FOUNDATION TD TOP I ' uj REFER TO XIS-X I +n Z Q- NOT TO EXCEED 4'-0' C/C I I I I I CID p i 4' CONC. SLA W/ 24'W X 12'D CONC FOOTING &X& 10/10 W.WF.FLA MATS OR I I W/ (3) 45'5 CONT. AND \ IL z P.T. 2X& PLATE I FIBERME5H ON COMP CTED FILL I I I , I I •3 a 24G/G TRANS � POSTS J` ON INSULATION ON VAPOR BA RIER r I J 4 GONG SLAB W/ G J 1 _r J • I I I &Xfa 10/10 W.W.M. MATS AND/OR FIBERME5W ON VAPOR BARRIER • L - - - - - - - - - - - E5 z NEW SLAB ELEV: (-) 0'-1' U c� GRADE VARIES BELOW EXIST. GONG SLAB ^ I I Lu q V p CLEAN, COMPACTED, u � CHEMICAL TREATED (Y I (— Ica w 5' BLOCK FOUNDATION FILL. DIRTFRI WALL FILL ALL CELLS [�I TYP. M 5 VERT IN CONC FILLED1 iX W/ CONC. a CELLS SEE D>=TAIL A/5-5 �'' 45' Sa X 12' CONC FTG I �' w NEW FTG. ELEVATION I W/ (5) 05 E CN WAY BOT i s REMOVE EXISTING STEM WALL EX15TING PTCs, CMU STEM ' I AND SLAB ON GRADE TH15 WALLS, AND 5LA5 ON ro), 5Q X 12'H GONG _ I AREA GRADE TO REMAIN INTACT I I ONG. PEDESTAL W "^^' TO MATCH EXISTING i ,' :•. I 14) -4 VERT W/ (2) "3 TIES - •• 7 EACH POST LOCATION F •.. 201 X 101 CONC. FTG. ' W/(3) • 5 CONT W/. I L 03 ,9 3ro C/C TRANSVERSE � I U GJ. (CONTROL 1VINT I I I 24'W X 12'D CONC FOOTING II I W/ (3) '5'5 CONT. AND ----- Q � I I I 113o 24' C/G TRANS * P05t5 TYPICAL WALL 5ECTION SCALE: 3/4' 1'-0' ____. - - - - - - .- - T _ Y � - - _ - - — T — — — — — J Lu I z I I i I I i I 6 EE WOOD POST 4 NEW STUD WALL W/ TENTION RODS I SLOPS � 5E1= RET. 'C/5-5' 5EE SECTION ABOVE. I I I I I _� I L_ P,T- GONT2X4WOOD PLATE . J L _ __ - - � r — __ — � _ — — J W/ 1/2'0 EXP 15OLT5 W/ 2'0 X • • • • — L . . — . W 1/5' THIICK WASHERS -0 32' C/C:0.. 1/2' EXP JOINT CONT. 6 � X6 WOOD P057 45 GONG 5LA5 W/ WWF MATS OR FIBER`1ESH ON SEE DET. C/5-5 M 4 COMPACTED AND TREATED FILL. TYPICAL -2 NOTES: _o " • a . . •' MONLITHIC THICKENED SLAB. 1 . \ SEE DETAIL ON SHEET "5-5' 1. REFER TO GENERAL NOTES AND DESIGN CRITERIA ON SHEET 5-5 Q- `� a a • //\ 2. TOP OF NEW FOOTINGS ANDNEU) 5LA55 TO MATCH TOP • /\/� OF EXISTING FOOTING AND SLAB ELEVATIONlu S VERIFY ALL EXISTING CONDITIONS AND STRUCTURE BEFORE Q PROCEEDING WITH ANY CON5TRUCTION OR FABRICATION 2'-0" \ \ \ 4. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL. DRAWINGS AND EX15TING FIELD CONDITIONS. 5. ❑ DENOTES T5 4 X 4 1/4 STEEL TUBE COLUMNS ASOVE, A P W U V E b u EXISTING FTG. # STEM « AND/OR BELOW. REFER TO 5TELL FRAME ELEVATIONS ON 5HEET 5-4 MY 4F ATLANTIC BEACH (2) $5 CONT. W/ 3 TIES 924 C/C BUILDIN3 OFFICS WALL TO REMAIN lu ro. ® DENOTE5 PT roXro WOOD POST 0 � 2!;03 I w 5E CT I Oil 2 SCALE: 3/4' 1'-0' JOB NO. 30-4a z EX15TING AND FUTURE J1 � GGW �• w . .. . DRAWN: FOUNDATION • C�, p (j :1 2',�'�3 PATE- 09 ,a4 03 SCALE- 1/4" ri = 1'—�" , a O I SCALE: NOTED LD DRAWINCs NO. � � 1 t &OLch �e. i 5 c Z)E7 C)E (6 DET 1 ' 5 PL 13 L t'oO� avM IfTi e dx PL'YW000 ' 1 - I F } �'ec1-`. s- .-�:_ i.-v..'t_�.._ t x_E,_ �:�rx -moi' -i-�,:i:L"'=rte.� s= .x -+.,z 1a..3.-+ x.' s - •a ""mom - .k- •r, - - } _ v _ ...,�, ..__.._.»�. -. .t, r.: •L.c.•:tan--� x_ .'��_rsa. _ •si. �,�a- .:w:.f.+� ��-ca. . IM k i { PI-Y O 1 SOFFIT ! =�' F)��n GL. _. j 1�20- 1 I �__-.�.- S�M� hS �►DtFJCi I _ i i I F•XEb GJr, , CoJ.l�. �= ll.L W/Goti1G• I i I VIA �1 j � ► ��P. �.,,- �►�. � - -- ... _. . . �y Y�.� .• I I rep �i r a-T?-� r �. - co 4?�'t:�1n Ci. I ti - -- Cre�i?• ��'.,{.� r. '� I ! ( , + +� I I I , 11 i r ' i • I j I �` FLA,6W I N ca F, v l s y ! 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G ' H MODEL A B C D E B— I �, . -, � �`~ J 1 } s1 t ?r ASB 4'0 3 4' 16" 12F, �„ B,/ C�iBR4L�GRQB Rall; N t swlMnUln NQ�di�i DATA I L -A DTAI ;B ASB 6'0 3 6' 23" 24" fi" 10'/x" „ ' y ➢ rev k _--..�. _ — _ r t{ a o j r r��• ._T� f �EIZTICA� 6DJlJ5TMENT O� I I ASB-8'0.3.3 $' .'�8" 24" �Z" 1.1r! x J a S - 'r V, �L -i7d DIY ( 1 d r� 4 r l.rv2.5_O.p. x .049 WALL COV FQ M T CCDM E $ 8 N G B /�A R r- TYPE 304• 5T• 5%. MI��I IGNMENT 5, —9�u 7 11 � V D T^ d r ' w �' / I .rl ; / ; t a r F .*I F ff� •CrtT 811 61Rr 1 J ' ), P . r � a � + 1 �` 8� 'APIGhI�R (-rYR) ��( DECICy W.L. . i s ' ", ` GE`GK - ,TOP OP BOIJD BE AM I I x�"TIF _ _ tl �. sf,, :;. _ COLD JOINT J �7o JUNCTION Box) __ Ir- 4' IN. s I 1 9' . ...q n v/ e o ----10]'_ / A �5/ a o e °. // WATER LEVEL ' '/ / 111 v. �1X 83� 8 MIN. + .fir) rr . [ I--~ Q q', >J 1�, OPEN 1 NG .. I POTTING CpM POl1N0 - t ^t „`J'} CONGQETG— 11 $ ` GROIVt.ID . . I 1 C + r _ i9°- � �' .. R6CE55ED ST{ PS �4L1A—_LIZQ I I— — —',� I �. ; `' ', a ( I c 1 x Iry I i , I 1 4-- -- GI I POWrag Ill. 9 t 1t 1. r Y a I o v TO P P �I N I o . -_•W. ' -,f'i \ 27' �r -- C , 74 J y,. 5 I .�— '^*F --rlr CPNDl1lT 1 _ I I I.P.S. CONNECTIONS I Cf ' .5.. 'Y l 1 I I .4 tx O III . �� - I ° 1 M IN DQAIN 1_IWC-------� 1 s•DIA. a:ll o J I n 1 " 4= ��• ST1rEL OARS q 1 { y _ I o AROl1ND LIGHT N{CNE Fl - ;x9 EACH WAY I f "t 1 r� i.i a'. r a _ •AI. I ' �4� cl , _ U-3 BEAM SKIMMER _2 41° ° I .. d i C 4 i5 f F A J �� GRAB RAILS INSTALLATION CINISIl6D UNDERWATER LIGHT , y , , tn? " Pool �LooR f 611 DIA. V ' .Y IZla1L - STAIN. STL. t . t'4 r,r ., s ., 1190 _nt1 _ �- .049 WALL. 1 ,(� 1.�/I�11 • , _ ' V KR4ME p �__ l y=� .ti Yt COP SUCTION LINEI I ILS" loll " "� WEDGE ANCI-QVZ-- SWIMQLIIP'� 4021 POP pRE`$$UR� 1E$T, TAMPERPROOF �;" „ ti 4 rte,' 3 k p D I y {z r / �SCUTCE-IEO1J^• SWIMc�UI P"4510 _ - ' !-7 �l i� �r l I Ii 1 • Y{aEN REMOVE L/ I s, Itl ,L_ . �, r 4. , o I5ACx-FLoYv FITTIN - -0 1,111 1". L1;1 I%" . ��-_ F ° ,, ��" '1^ r � � sucTloN - _ 13E INSTALLED ON ALL No. a . �� \�� LIN � :— ` BODY HJ SE QI 135 IN POOL D.I�EA r /\` CYCOLAC SUMP j I / \\ it/ARE EK VALV{TATIC r • I \` ! J, \ ( ( 1 \\� SWIMQUIP `r'1 rl/' alnrasim x ' I % • 1 u-1017-168 lr ' �l WATER LEVEL Q• Q H rot, x „. p II '° 16�� I I ` �\ k . � I . . rl `y- i�7 �'L"� I I JCVr ' T Y P• — _ . II dlsa I , I I _t t Phil LPS. COLLECTION TUBE _ t+ '11 , X30° o o I I 3(011 N „ _ - SWIMQUIP IJ4 7017-57 r %� - . I �8 x 18 x'14 GRAVEL SUMP, < ' ,.r i RUN 5"%8" DRAINS TO ALL r - °r y WI=T SPOTS-RILL WITu 3/q" `' � _I___r_ ___ - l GRAVEL. `� I` MATERIAL SPECIFICATIONS w' ° • �� . ,` ` , ; 1. 1 "" r Brass body, stainle 'J • • ' _ r F` .,I y, �,5,-steel working parts, a . - tough silicone r`~u"ber di�Phragm and disc. r I " r r BACKFLOW P : RV E NTER t . P ti l ;.,. • r ` F . i - r . . P S „ . .. _ • 1. ,, . HAND R A I L .ST_E WATTS 8 k , _, _ _S U LET '. ... . L. f d f �.. H - • c '.r r % . d . - 1 CK . } �: - 1 . , .TMS f a t - t../, n A 11 r. P"w - l' .. .. t Y _ _. .._ , -_ . _ :. .. • SII • f - NOTES: 8~ �" B'=,f �`"B 1 . GUNITE MIXTURE; USE 4kPARTS OF CLEAN WASHED SAND.TO ONE (1 ) PART OF PORTLAND CEMENT, TYPE 1 . MAX. WATER 'V6 GAL./SACK. i I ' 1141 . , 2. ALL CONCRETE SHALL HAVE A MIN. COMPRESSIVE j �► STRENGTH OF 3,000 P. S.1. IN 26 DAYS. . ` • 3. ALL REINF. BARS SHALL BE INTERMEDIATE GRADE NEW BILLET STEEL- CONFORMING TO A. S.T.M. t SPEC. A-15 FOR QUALITY AND SPEC. 30--S FOR I _�_ �• �i j DEFORMATION: SPACING AS INDICATED IN DETAILS # 3'� Cu OE 5 .. Y '. Wl � AND SECTIONS. No-rE STEL !" O.C. , NOT b 4. FOR INSTALLATION OF MECHINICAL AND DECK EQUIP- " MD►ItJ DRAM APPL,/CABL F, FOR '7' OR MENT, SEE MANUFACTURER'S INSTALLATION MANUAL VVI !'DRO STATIC AND DETAILS, L.Ess DEPTH Pooh . RE VAS VE. aR HoRIZONTAI- .SV,h 5. #3 BARS C& 12" 0.C. EA./WAY ON FLOG-�AN D THROUGH— OUT THE POOL. ALS UUMOHI#30 VERTICALBARS @ 12" • Y7a O.C. , STARTING 24" BELOW TOP OF BOND BEAM DOWN " ` O � E \\IQ 1 O � SEC l0t�1 O THROU GH COVE AND LAP 20" MIN. INTO FLOOR AREA IN --P T EXCESS OF 6'-0" DEPTH. , • ia� N. -� , s . r f 6. THIS POOL IS NOT DESIGNED FOR HYDROSTATIC U&?- LIFT PRESSURES, .J` ui 7. POOL AREA MUST BE FENCED AS PRESCRIBED BY LAW,. .,. , BY OWNER. r _ SO 8. ALL LANDSCAPING AND PLANTING BY OWNER. 4� 4 U 70 (p -- 9. APPROACH ACCESS PROVIDED BY OWNER. ,1 60 y 11 3,��1.1 � � ; 40 4' a, '. r " S A Lo + RM 30 20 pipIwG hAYav : a Ty �-.-- s 0 1a20 30 40 5d) 60 7th 80 go ► 00 HRP FILTER IT,'I � ' ICyO s, t kil RT 70 i �1 I N DRb►I N W&STL Lima yzHP i . ... pump patFoamAwct cult" (F Low iN G . p, M -) a;. 00 pum.p saLF PA.IMIuch 4ACT►Ow I DI%CWd�cj! 1I/z„ f 4.� oT ,F,► g�uc,L1� wAst o 3�so R,p, rrl� P t ►a FILT�A.. q��►� , pts MIu. R �0- FT, of WI&O � P T 0 10 20 3a 4 o So G o moo go i � s i _ f any u ., s . c,AL . p&L kAlUt a F - V, N . 11 F OL SHAPE: E: DEPTH: TO IMETER: RFACE AREA: a ACITY: GALLONS: _1 E: K: APPR6,C , 14[x6 SQ. P•T, LOR: 8 FILTER M92EL N: TYPE: 9 FILTER A EA IN SQ. FT: 10 FLOW RATE IN G.PM.: MRS.TURNOVER: I / 11 PUMP: MDL. H: H.P.: 12 BACKWASH: I 4 13 CHLORINATOR: I 14 TIME CLOCK: 15 HANDRAIL: 16 GRABRAILS: 17 SWIM-OUT I I 111�i 18 UNDERWATER LIGHT 19 DIVING BOARD: 20 SLIDING BOARD: 21 SKIMMER: --j Q Y 22 INLET FITTING: 23 MAIN DRAIN: 24 ROPE ANCHORS: ( , N ' '• M ' r5-o' 25 HEATER: TYPE: � � _ . ILS-o_ 26 TURBO-CLEAN SYSTEM: 27 MASTER SWEEP: 28 ,CLEANING EQUIPMENT I LEAF SKIMMER: WALL BRUSH: TEST KIT LEAF MASTER: TELESCOPING POLE: I I VACUUM- HOSE: FT. LONG: 29 ` I 30 31 32 P10�'Osp wooD b !~C-14 33 EXP.JOINT COLOR: 34 SEPTIC TANK LOCATED I I I ( i I ACCESS: F��rPp'�t..�1-m'� Ct��U��gteaG or ELEVATION: FENCE REMOVAL: WE HEREBY APPROVE THIS PLAN FOR CONSTRUCTION. ASP OUR CONTRACT VE HAVE THIS DATE TREE REMOVAL: RECEIVED(1)ONE DUPLICATE OF THIS PLAN.I UNDERSTAND T Alr I MUST KEEP MY MASTER POOL FULL OF WATER AT ALL TIMES AND MUST NOT EMPTY POOL EXCEPT UNDER THE DIRECTION OF A QUALIFIED .„ SWIMMING POOL LAYOUT POOL CONTRACTOR. DIRT REMOVAL: ELECTRICAL: DATE POOL SPECIFICATIONS 550 DESIGNED BY: A SWIMMING POOL FOR CLUCK Sc- NaN DE LM I E �DATE: RIDA 01DED DRAWN BY: - -— 9806 BtACH BOULEVARD • JACKSONVILLE.FLORIDA 32216 x <' IK.ORPOR14T D RURAL ROUTE BOX 590 •CALLAHAN,FLORIDA 32011 qat - e�ot Ot9 „ . _. .-.-..-. . _...- . . .. . - . __ .. . _. .... I - . - . . .. - .- _. .. " , . , --, -,("';"�7",�- X,W.jr;�Z. -I..0�4,". - " .7r,f7"-."..-r� .- -'Z? 1, .�Y'' - -: -.,� ", -,`-1 7 - -;- -, 17�71"Y J...'J7-_�� "'..""...-I-41 -.1, 1. .-I .1�� __. - ______ --..- _.--------��----",-�--.�--.--..�---,1- -4 ,�;,7;�-.,;7.T;j-T.,l�l , - ,T�_.�_'7f-�7;17�JI'V1, � �'-_-r -7 1 %_lx�, . I A-1.1 . _.'7.-, ".."', ", .;, I " ".-. 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LONG: 29 ` I 30 31 32 P10�'Osp wooD b !~C-14 33 EXP.JOINT COLOR: 34 SEPTIC TANK LOCATED I I I ( i I ACCESS: F��rPp'�t..�1-m'� Ct��U��gteaG or ELEVATION: FENCE REMOVAL: WE HEREBY APPROVE THIS PLAN FOR CONSTRUCTION. ASP OUR CONTRACT VE HAVE THIS DATE TREE REMOVAL: RECEIVED(1)ONE DUPLICATE OF THIS PLAN.I UNDERSTAND T Alr I MUST KEEP MY MASTER POOL FULL OF WATER AT ALL TIMES AND MUST NOT EMPTY POOL EXCEPT UNDER THE DIRECTION OF A QUALIFIED .„ SWIMMING POOL LAYOUT POOL CONTRACTOR. DIRT REMOVAL: ELECTRICAL: DATE POOL SPECIFICATIONS 550 DESIGNED BY: A SWIMMING POOL FOR CLUCK Sc- NaN DE LM I E �DATE: RIDA 01DED DRAWN BY: - -— 9806 BtACH BOULEVARD • JACKSONVILLE.FLORIDA 32216 x <' IK.ORPOR14T D RURAL ROUTE BOX 590 •CALLAHAN,FLORIDA 32011 qat - e�ot Ot9 „ . • f - NOTES: 8~ �" B'=,f �`"B 1 . GUNITE MIXTURE; USE 4kPARTS OF CLEAN WASHED SAND.TO ONE (1 ) PART OF PORTLAND CEMENT, TYPE 1 . MAX. WATER 'V6 GAL./SACK. i I ' 1141 . , 2. ALL CONCRETE SHALL HAVE A MIN. COMPRESSIVE j �► STRENGTH OF 3,000 P. S.1. IN 26 DAYS. . ` • 3. ALL REINF. BARS SHALL BE INTERMEDIATE GRADE NEW BILLET STEEL- CONFORMING TO A. S.T.M. t SPEC. A-15 FOR QUALITY AND SPEC. 30--S FOR I _�_ �• �i j DEFORMATION: SPACING AS INDICATED IN DETAILS # 3'� Cu OE 5 .. Y '. Wl � AND SECTIONS. No-rE STEL !" O.C. , NOT b 4. FOR INSTALLATION OF MECHINICAL AND DECK EQUIP- " MD►ItJ DRAM APPL,/CABL F, FOR '7' OR MENT, SEE MANUFACTURER'S INSTALLATION MANUAL VVI !'DRO STATIC AND DETAILS, L.Ess DEPTH Pooh . RE VAS VE. aR HoRIZONTAI- .SV,h 5. #3 BARS C& 12" 0.C. EA./WAY ON FLOG-�AN D THROUGH— OUT THE POOL. ALS UUMOHI#30 VERTICALBARS @ 12" • Y7a O.C. , STARTING 24" BELOW TOP OF BOND BEAM DOWN " ` O � E \\IQ 1 O � SEC l0t�1 O THROU GH COVE AND LAP 20" MIN. INTO FLOOR AREA IN --P T EXCESS OF 6'-0" DEPTH. , • ia� N. -� , s . r f 6. THIS POOL IS NOT DESIGNED FOR HYDROSTATIC U&?- LIFT PRESSURES, .J` ui 7. POOL AREA MUST BE FENCED AS PRESCRIBED BY LAW,. .,. , BY OWNER. r _ SO 8. ALL LANDSCAPING AND PLANTING BY OWNER. 4� 4 U 70 (p -- 9. 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H ; ` \ ..� u y' - 1.6/8"" SPECIAL �I WASHER (TYP) 'A _ 35/8w - �` _ OPENING -- lQ$ STEEL WASHER .1 I - t DIA DIA. j I ITYP1 I—I :l r. , ti 1 f r. o�P`4 _ : 45°Mnx. _—L , I. w J 7 D r n rt DY \ 'J/4" ' - - ° . - 1 r r - {- U i . s `FACFP4ATE ° 1`�!} ' ? w 1 2SCREW$ ` PODL o �IL� I PLASTIC SNAP-ON CAP '1 i _ r-ITYPICA W4LL • '- 1 I7 ( I Q -1 ? t PACK NT 6/8" LOCK PLASTER FLAT ra I A I�4 H WASHER FLAT WASHER (7YP) y' r Q I,. �. a R I I •S + (` ` LOCK NUT (TY r r o COLD JOINT .i I `--11�� _` I 1 �t _ ( r: A r .i r ` �t. — -TE TILE GOUT CONGeETE TILE.GQpuT� E I-1 I i_�0 rc F . J N o i * 1%" �. , INSE-R7 NO KIS MM�e ILF sKlMr�i�e ri�� e I -- �^ �, �i/(/SSSS ^� I 1"-1 ,P, "," � EYEBALL INLET FITTING h I • o ! 4J1 f� F Q I r r , . .��r 3s .o e _� / , n n 5/8" 0 TRIANRLE ANCHOR 7 ' t J a, d r y .' Vt n a --- , ' ,z �._. P" JIG ASSEMBLY — ,. G ' H MODEL A B C D E B— I �, . -, � �`~ J 1 } s1 t ?r ASB 4'0 3 4' 16" 12F, �„ B,/ C�iBR4L�GRQB Rall; N t swlMnUln NQ�di�i DATA I L -A DTAI ;B ASB 6'0 3 6' 23" 24" fi" 10'/x" „ ' y ➢ rev k _--..�. _ — _ r t{ a o j r r��• ._T� f �EIZTICA� 6DJlJ5TMENT O� I I ASB-8'0.3.3 $' .'�8" 24" �Z" 1.1r! x J a S - 'r V, �L -i7d DIY ( 1 d r� 4 r l.rv2.5_O.p. x .049 WALL COV FQ M T CCDM E $ 8 N G B /�A R r- TYPE 304• 5T• 5%. MI��I IGNMENT 5, —9�u 7 11 � V D T^ d r ' w �' / I .rl ; / ; t a r F .*I F ff� •CrtT 811 61Rr 1 J ' ), P . r � a � + 1 �` 8� 'APIGhI�R (-rYR) ��( DECICy W.L. . i s ' ", ` GE`GK - ,TOP OP BOIJD BE AM I I x�"TIF _ _ tl �. sf,, :;. _ COLD JOINT J �7o JUNCTION Box) __ Ir- 4' IN. s I 1 9' . ...q n v/ e o ----10]'_ / A �5/ a o e °. // WATER LEVEL ' '/ / 111 v. �1X 83� 8 MIN. + .fir) rr . [ I--~ Q q', >J 1�, OPEN 1 NG .. I POTTING CpM POl1N0 - t ^t „`J'} CONGQETG— 11 $ ` GROIVt.ID . . I 1 C + r _ i9°- � �' .. R6CE55ED ST{ PS �4L1A—_LIZQ I I— — —',� I �. ; `' ', a ( I c 1 x Iry I i , I 1 4-- -- GI I POWrag Ill. 9 t 1t 1. r Y a I o v TO P P �I N I o . -_•W. ' -,f'i \ 27' �r -- C , 74 J y,. 5 I .�— '^*F --rlr CPNDl1lT 1 _ I I I.P.S. CONNECTIONS I Cf ' .5.. 'Y l 1 I I .4 tx O III . �� - I ° 1 M IN DQAIN 1_IWC-------� 1 s•DIA. a:ll o J I n 1 " 4= ��• ST1rEL OARS q 1 { y _ I o AROl1ND LIGHT N{CNE Fl - ;x9 EACH WAY I f "t 1 r� i.i a'. r a _ •AI. I ' �4� cl , _ U-3 BEAM SKIMMER _2 41° ° I .. d i C 4 i5 f F A J �� GRAB RAILS INSTALLATION CINISIl6D UNDERWATER LIGHT , y , , tn? " Pool �LooR f 611 DIA. V ' .Y IZla1L - STAIN. STL. t . t'4 r,r ., s ., 1190 _nt1 _ �- .049 WALL. 1 ,(� 1.�/I�11 • , _ ' V KR4ME p �__ l y=� .ti Yt COP SUCTION LINEI I ILS" loll " "� WEDGE ANCI-QVZ-- SWIMQLIIP'� 4021 POP pRE`$$UR� 1E$T, TAMPERPROOF �;" „ ti 4 rte,' 3 k p D I y {z r / �SCUTCE-IEO1J^• SWIMc�UI P"4510 _ - ' !-7 �l i� �r l I Ii 1 • Y{aEN REMOVE L/ I s, Itl ,L_ . �, r 4. , o I5ACx-FLoYv FITTIN - -0 1,111 1". L1;1 I%" . ��-_ F ° ,, ��" '1^ r � � sucTloN - _ 13E INSTALLED ON ALL No. a . �� \�� LIN � :— ` BODY HJ SE QI 135 IN POOL D.I�EA r /\` CYCOLAC SUMP j I / \\ it/ARE EK VALV{TATIC r • I \` ! J, \ ( ( 1 \\� SWIMQUIP `r'1 rl/' alnrasim x ' I % • 1 u-1017-168 lr ' �l WATER LEVEL Q• Q H rot, x „. p II '° 16�� I I ` �\ k . � I . . rl `y- i�7 �'L"� I I JCVr ' T Y P• — _ . II dlsa I , I I _t t Phil LPS. COLLECTION TUBE _ t+ '11 , X30° o o I I 3(011 N „ _ - SWIMQUIP IJ4 7017-57 r %� - . I �8 x 18 x'14 GRAVEL SUMP, < ' ,.r i RUN 5"%8" DRAINS TO ALL r - °r y WI=T SPOTS-RILL WITu 3/q" `' � _I___r_ ___ - l GRAVEL. `� I` MATERIAL SPECIFICATIONS w' ° • �� . ,` ` , ; 1. 1 "" r Brass body, stainle 'J • • ' _ r F` .,I y, �,5,-steel working parts, a . - tough silicone r`~u"ber di�Phragm and disc. r I " r r BACKFLOW P : RV E NTER t . P ti l ;.,. • r ` F . i - r . . P S „ . .. _ • 1. ,, . HAND R A I L .ST_E WATTS 8 k , _, _ _S U LET '. ... . L. f d f �.. H - • c '.r r % . d . - 1 CK . } �: - 1 . , .TMS f a t - t../, n A 11 r. P"w - l' .. .. t Y _ _. .._ , -_ . _ :. .. • SII .y '"b PA low) MR. & MRS . JOHN J. HINES ATLANTIC BEACH , FLORIDA GEORGE BULL , JR . - ARCHITECT 1974 ANPROVED CITY of ATL ANTIC PEACH 13UILDI C OFF CC Date V 1 II Poet GDMP,-E T-E ITL"' Or- AL►.-• VE rSjE-r�.T! ©►..► , f100T , ,AMD -------- ! q 1 N ,•.LL OT'HEK PE'r'F-<.10U,�1 4.150T`i"G M'5 Or ALL r-00TINJi--5 -5H AL-L- L.QtAI IJNOI�Tu! .1✓�� 15plL- . 3. ALt- PILL. �)Hh4.l. !'✓ of �I Al aCJ F` I~ OF 4.'VF-\/F ( l�k- nr-A,cie ?ti►�I� :wi /hTl pr-a /�� C.HtT1 GT. �, j I I ! '�.G+K.lr.1c� �•I..L Et..E`J/►..`r"IafV:� rU r7�..�.vr�r� tt�tDIGP-"r�R� `� -_-........___. . --- I I I 151'AOO'rH Ar-4P lJNl�C]�i'f•rl. 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X CEDAR 5HAK3=5 ON \7 WATER PROOF 3/4' PLYWOOD FLOOR GLUE 5' BLOCK FOUNDATION WALL v- MEMBRAIN ; NAIL W/ Sd NAIL5 6' O.C. FILL ALL CELLS W/ CONC. TYPICAL 0 EDGES s 12" D.C. to FIELD OPTIONAL 20' W X 10' D CONC. FOOTING 1/2'0 TIE ROD CONT. FROM FOUNDATION SOUND W/ (3) Y 5 CONT. AND 03 1p 3ro' C/C TRANS. TYP TO UPPER M05T TOP PLATE NOT TO EXCEED I' BOARD 4' c/c. REFER TO DETAILS ON SHEET 5-6 10' 5Q X 12'H CONC, AND 'GENERAL NOTES AND DESIGN CONC- PEDESTAL W RIM J015T GRITERIA ON SHEET 5-5 TYPICAL (4) "4 VERT W/ (2) 03 TIESci I ci F STEM PER AT EACH POST LOCATION \ OOR TRUSS I TRU55 MANUF. _ • L! Fg TRU55 BRG EL g -0 1/4 THREADED ROD FROM (VERIFY) -" SEE P ODG FOUNDATION TD TOP I ' uj REFER TO XIS-X I +n Z Q- NOT TO EXCEED 4'-0' C/C I I I I I CID p i 4' CONC. SLA W/ 24'W X 12'D CONC FOOTING &X& 10/10 W.WF.FLA MATS OR I I W/ (3) 45'5 CONT. AND \ IL z P.T. 2X& PLATE I FIBERME5H ON COMP CTED FILL I I I , I I •3 a 24G/G TRANS � POSTS J` ON INSULATION ON VAPOR BA RIER r I J 4 GONG SLAB W/ G J 1 _r J • I I I &Xfa 10/10 W.W.M. MATS AND/OR FIBERME5W ON VAPOR BARRIER • L - - - - - - - - - - - E5 z NEW SLAB ELEV: (-) 0'-1' U c� GRADE VARIES BELOW EXIST. GONG SLAB ^ I I Lu q V p CLEAN, COMPACTED, u � CHEMICAL TREATED (Y I (— Ica w 5' BLOCK FOUNDATION FILL. DIRTFRI WALL FILL ALL CELLS [�I TYP. M 5 VERT IN CONC FILLED1 iX W/ CONC. a CELLS SEE D>=TAIL A/5-5 �'' 45' Sa X 12' CONC FTG I �' w NEW FTG. ELEVATION I W/ (5) 05 E CN WAY BOT i s REMOVE EXISTING STEM WALL EX15TING PTCs, CMU STEM ' I AND SLAB ON GRADE TH15 WALLS, AND 5LA5 ON ro), 5Q X 12'H GONG _ I AREA GRADE TO REMAIN INTACT I I ONG. PEDESTAL W "^^' TO MATCH EXISTING i ,' :•. I 14) -4 VERT W/ (2) "3 TIES - •• 7 EACH POST LOCATION F •.. 201 X 101 CONC. FTG. ' W/(3) • 5 CONT W/. I L 03 ,9 3ro C/C TRANSVERSE � I U GJ. (CONTROL 1VINT I I I 24'W X 12'D CONC FOOTING II I W/ (3) '5'5 CONT. AND ----- Q � I I I 113o 24' C/G TRANS * P05t5 TYPICAL WALL 5ECTION SCALE: 3/4' 1'-0' ____. - - - - - - .- - T _ Y � - - _ - - — T — — — — — J Lu I z I I i I I i I 6 EE WOOD POST 4 NEW STUD WALL W/ TENTION RODS I SLOPS � 5E1= RET. 'C/5-5' 5EE SECTION ABOVE. I I I I I _� I L_ P,T- GONT2X4WOOD PLATE . J L _ __ - - � r — __ — � _ — — J W/ 1/2'0 EXP 15OLT5 W/ 2'0 X • • • • — L . . — . W 1/5' THIICK WASHERS -0 32' C/C:0.. 1/2' EXP JOINT CONT. 6 � X6 WOOD P057 45 GONG 5LA5 W/ WWF MATS OR FIBER`1ESH ON SEE DET. C/5-5 M 4 COMPACTED AND TREATED FILL. TYPICAL -2 NOTES: _o " • a . . •' MONLITHIC THICKENED SLAB. 1 . \ SEE DETAIL ON SHEET "5-5' 1. REFER TO GENERAL NOTES AND DESIGN CRITERIA ON SHEET 5-5 Q- `� a a • //\ 2. TOP OF NEW FOOTINGS ANDNEU) 5LA55 TO MATCH TOP • /\/� OF EXISTING FOOTING AND SLAB ELEVATIONlu S VERIFY ALL EXISTING CONDITIONS AND STRUCTURE BEFORE Q PROCEEDING WITH ANY CON5TRUCTION OR FABRICATION 2'-0" \ \ \ 4. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL. DRAWINGS AND EX15TING FIELD CONDITIONS. 5. ❑ DENOTES T5 4 X 4 1/4 STEEL TUBE COLUMNS ASOVE, A P W U V E b u EXISTING FTG. # STEM « AND/OR BELOW. REFER TO 5TELL FRAME ELEVATIONS ON 5HEET 5-4 MY 4F ATLANTIC BEACH (2) $5 CONT. W/ 3 TIES 924 C/C BUILDIN3 OFFICS WALL TO REMAIN lu ro. ® DENOTE5 PT roXro WOOD POST 0 � 2!;03 I w 5E CT I Oil 2 SCALE: 3/4' 1'-0' JOB NO. 30-4a z EX15TING AND FUTURE J1 � GGW �• w . .. . DRAWN: FOUNDATION • C�, p (j :1 2',�'�3 PATE- 09 ,a4 03 SCALE- 1/4" ri = 1'—�" , a O I SCALE: NOTED LD DRAWINCs NO. � � 1 W TS 4X4X 1/4 FULLY WELDED STEEL FRAME, W I&X31 BEAM AND ro' WOOD STUD WALL • W XCONT WOOD PLATE W/ �* w Nv►Y ` 1 36 �. I/2'0 FULLY WELDED SCUDS OR TS 4X4X 1/4 FULLY WELDED STEEL FRAME :;:: v* . w 5OLT5 0 24' C/C STAGGERED I ,C� ._ x .3" 5G . .._. i r •'A.�t CUT 3X8 CONT WOOD PLATE W/ 1/2'0 FULLY WELDED STUDS OR O 5OLT5 a 24' C/C STAGGERED 31'-10' (VERIFY) z W/2'X12X3/4' BASE Pi-ATE W/ IN BETWEEN THE FLOOR J015T5 1- u- (4) 3/4'0 BOLTS z � TOP OF NEW STEEL z ELEV: V-0 1/4' (2) 2X8 TOP AND BOTTOM W/ � a w 1/2'0 FULLY WELED STUDS OR ° ° BOLTS a 12' C/C STAGGERED a W 16 X 57 TOP AND BOTTOM ° h 5TD 'A15C' CONNECTION FLOOR GIRDER 5'i2'XI'i2'XI'-0' CAP PLATE - TYPICAL I T5 4X4X 1/4' FULLY WELDED FRAME o I 1 I I I I (YaLI Iw I I ii I I I o �u w va BLOCKING IN- 111 Q c i I i p w x BETWEEN F=LR I I LLI JOINT AT Lp A u I to ICAC P L Jr w&TEEL FRAME � ON _ 11112, DE P PR -FAB +CAT D WO D FL OR J 1515 a 24' C+, m SCALE: 3/4 I -0 CSL PE J IST T P GH RD) I I L �J wI I I I I ' I I I I - I -r--� r ,*FI m I I I I I m z CUT 3X8 CONT WOOD PLATE W/ x r O \ z 1/2'0 FULLY WELDED 5TUD5 OR } UJI& J� I I I I r—===:3 ""'=3 '- —1 l LL BOLTS a 24' C/C 5TAGGERED W III AND T5 4X4X 1/4 FULLY �r W LL IN BETWEEN THE FLOOR JOISTSIr- STEEL WELDED STEEL FRAME AND ro' WOOD 1 z STUD WALL ABOVE s- 2 SECOND FLOOR FRAMING AND �j y i �; Q IS' DEEP PRE-FABRICATED WOOD WATERPROOF DECK SYSTEM BLOGKINCc IN- S- W J IUALLS TO REMAIN. L!N.O. _ o _ • FLOOR J015T5 REFER TO APPROVEBETWEEN FLR SHOP DRAWINGS I REFER TO ARCHITECTURAL J015T AT j U O z DRAWINGS MID SPAN I � O U TYPICAL I I I I I I I I I I I I } () o N Luuj U ui w° O -I Q cW t>_ !�1 co 16' - 12' DEEP PRE-FABRICATED WOOD U 1 — — —— T— W N co x I I FLOOR J015T5 (REFER TO APPROVEDLu - w I- 1 SHOP DRAWINGS) W/ SLOPED TOP CHORD p 18' DEEP RE-F BRIG TED Od LOO JOIST a 24 C/C I I 1-- 3 I I I I r 'ITT' RATED COMPOSITE WOOD L F- 'ITT' RATED GOMPO51TE WOOD u HANGER BY 'S1MP50N' - TYPICAL HANGER BY SIMPSON - TYPICAL 1 1 I I I I I II III ( M L ° 2 FRAME SECTION II II II II 1 � O SCALE: 3/4' = 1'-0" 5 - 2 I I II uj I I I I rld I' IN 2x P.T.PfREFA5 NOTE5. u! CONT.WOOD PLATE �_- 11. REFER TO GENERAL NOTES AND DE51GN CRITERIA ON SHEET 5-5 'DRTV DECK RAILING TIE 2. ❑ DENOTES T5 4 X 4 1/4 5TEEL TUBE COLUMNS ABOVE, BEYOND AT EACH SIDE OF 26'-0' 4'-2' AND/OR BELOW. REFER TO 5TELL FRAME ELEVATIONS ON SHEET 5-4 � POST.(TYPICAL) 3. ® DENOTES PT III WOOD P05T F &d DEFORMEMED 4. DENOTES TYPICAL (3) 2X12 W/ 1/2' CDX PLYWOOD Lu SHANK NAILS TYPICAL TDP AND WOOD BEAM W/ Irod NAIIL5 0 8' C/C TOP AND BOTTOM STAGGERED. TYPICAL � BOTTOM _ 5. REFER TO APPROVED PREFABRICATED WOOD FLOOR TRUSSES SHOP '40�4c/ D POST DRAWINGS BY 'LUMBER UNLIMITED' 6. VERIFY ALL EXISTING CONDITIONS AND STRUCTURE BEFORE w 2x2 P.T. a 51/2' c/c [] PROCEEDING WITH ANY CONSTRUCTION OR FABRICATION O2x4 P.T. CONTINUOUS (TYPICAL) 1. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWING5 P.7.5/4x6 IUDOD DECK AND EXISTING FIELD CONDITIONS. ° a 6' C/C. TOP ELEV. 11/4' BELOIU 2ND FLOOR. UJ 0 �c 14} tu51g' 4, THRU. BOLTS t 4 B 4 0 COUNTERSINK HEADS 0u- No AND PLUG. TYPICAL. j I— 5ECOND FLOOR P.T. 2- 2X12 BLOCKING u I u JOB NO. 30�r� z BETWEEN WOOD JOISTS F.T. 2X12 CONT. W/ Nis' m BOLT O SCALE= 1/4 - 1 -� W/ 3-12d NAILS EA. END STAGGERED w 32' r-/c. 7 4 8 DRAWN: GGLU 2 DATE: 09-04-03 OPTIONAL. �44NIDRAIL DETAIL �- 2 D SCALE: NOTED 90 NOT TO SCALE Y DRAWING NO. 5 . 2 1 l I I W CL (000� Ll (P eW cA wr�• -�N' r' �y 1 V- x r - (L r, C14 ,r ul z ci 31'-10' (VERIFY) h ci IL l7 a h is L 'R5P4 5TUD TIE TOP 4 BOTTOM WALL SHEATHING. SEE Lr- GENERAL NOTE5 4 DESIGN ct- tu ON SHEET '5-55. NEW PARAPER 2X6 STUD WALL. r z SLOPED ROOF BELOW 1.4 GA. METAL 5TRAP 8Y WRAPPED ON BOTH SIDES ROOF SHEATHING AND ROOFING OF EACH STUD. TYPICAL. REFER TO DRAWINGS S13 - 1 1 2 uj z V U G P.T. CONT 2X6 WOOD PLATE W/ 1/2'0 LAG 5OLT5 W/ 2'0 X 1/8' THIICK WASHERS 32 GrG T5 4X4X 1/4 FULLY WELDED STEEL FRAME, C1 U) 16 X51 BEAM AND 6' WOOD STUD WALL p ui 5TAGGERED. TYPICAL. ca m n tY to 2-2X6 BLKG. IN BETWEEN } I I ! I I ! ROOF TRU55E5. TYP. EXI5TING THIRD FLOOR FRAMING AND l I I I I LUALL5 TO REMAIN. U.N.O. 0 � V r SEE UPLIFT CONN. SCHEDULE o BY '51MP5ON' ON SHEET "S-6 TYPICAL I i14 (2) 2X6 WOOD TOP PLATE 22O 16 EEP FRE-F,45 B WO D RDT S5E5 24+ /G I (S OPE RU55 OPG ORD O L) 2Xro STUD a 16' CIC MAXL ! I I I I ! I ! I I I I I I Q 22' - 16' DEEP PRE-FABRICATED WOOD ROOF TRU551=5 (REFER TO APPROVED 3X6 CONT WOOD PLATE W/ SHOP DRAWING5) W/ SLOPE TOP CHORD 1/2'0 FULLY WELDED 5TUD5 (� 0 24' c/c. PROVIDSE COUPLER TOP OF NEW STEEL ! I I I I ! I I I ! ! I ! 0 4 viz' 0 TENTION ROD5 0 4'-0' c/c. ELEV. 15'-4' (VERIFY) MAXIMUM SPACING. TYPICAL. I I I ( ( T5 4X4X 1/4' FULLY WELDED FRAME �A I I I I I I I I I I I I I I I I I I I ! I I ! I I ! I I ! w a z o 5TEEL FRAME SECT ION iu SCALE: 3/4' 7 1'-0' (AT ROOF) ^ 3 0 IL U 4 41-2' Lo a - NOTES: u y I. REFER TO GENERAL NOTES AND D1=5ICxN CRITERIA ON SHEET 5-5 w ROOF 2. [] DENOTES T5 4 X 4 1/4 STEEL TUBE COLUMNS p BELOW, REFER TO 5TELL FRAME ELEVATION5 ON SHEET 5-4 -HIGH 3. � DENOTES PT 6X6 WOOD P057 z SCALE: 1/�4" = 1'-0" >:O 4. DENOTES TYPICAL (3) 2X12 W/ 1/2' CDX PLYWOOD E WOOD BEAN) W/ 16d NAILS V 5' C/C TOP AND BOTTOM STAGGERED. TYPICAL 5. REFER TO APPROVED PREFABRICATED WOOD ROOF TRUSSES SHOP JoB NO. 3��8 z DR4WING5 BY "LUMBER UNLIMITED' w 6. VERIFY ALL EX15TING CONDITIONS AND STRUCTURE BEFORE DRAWN: CxCxW r PROCEEDING WITH ANY CONSTRUCTION OR FABRICATION 1. COORDINATE ALL DIMEN51ON5 WITH ARCHITECTURAL DRAWINGS ANG) EX15TING FIELD CONDITIONS. DATE: 9-04-03 3 0 SCALE: NOTED i h DRawING No. � 1 U Q 3/4' ANCHOR BOLT, U.ONA5-1 Lj 0 ( 4 w w -'� to u cp x lu ASI, 3' m _ �, ".� '•,.�.��. z (VERIFY) ''�,�� ,• �. 0 REFER TO ARCHITECTURAL DRAWINCG5 FOR � �e�,W'U- V 1 EXAGT CONF ICOURAT I OF AT ION TDP z C RAILING AND OPI=NING Cs LOCATIONS DETAIL OF A81 T.O.S. EL VS \� t _� \ -_� 1 1/2 14 1/2 4 1/2" 1 1/2" , fa ARCH DLLG cn Lo 24 74 72 48 48 36 38 24 T.O.S. EL: 8'-10 3/4' (VERIFY) r o m FINISHED FL. ELEV. q TUBULAR STEEL COLUMN (VERIFY) AND %" THIG< BASE PLATE � ---- — FINISHED FL. ELEV. TOP ELEV.- 1SE PLATE '/2' FTG.(VERIFY) r� BOT OFBA5E PLATE ELEV.= I'/,?' ABOVE FTG, wlu 4 u_ � II II ON \ L SCALE: 1/4" = 1'-ON 5GALE: 1/4" = 1'' FRAME II II - � U U www Q NOTE, LL co ca ALL FRA1IE5 I-lEt-1 ERS SHALL 8E FULLS' WELDED � U T5 4 X 4 X 1/4 UNLE55 NOTED OTHERWISE REFER TO ARCHITECTURAL DRAWINGS FOP, EXACT LOCATION AND CONFIGURAT(ON of ALL WALL5 AND WALL OPENINC;5. 73 L ° NEw TOP PLATE FRAME 'A' ti N } T.0.5, EL: 1-3'-4' T.O.S. EL: 161-40 (VERIFY) FRAME 'Cl (VERIFY) FRAME 'B' f INEW 2ND LE 1 FLOOR H Lu T.0.5. E V-10 3/4' fl � — �VEi1F 1 UJ1�X -I z ( r) l,UirnX3i LU1+'oX31 NEW 15T FL 3 I _ .. ---- -- PL HT. (L WI&X81 FROM FRAME "B' -- v kn LuU IN i WI6X31 FROM FRAME 'B' Lu FLOOR 5LA5 OF (K EXI5TIN5 HOU5E EW FLOOR NEW FLOOR — SLAB O 5LA5 W z lK BOT OF BASE PLATE BOT OF BASE PLATE Ag'-,\ ii h ELEV 1i2' ABOVE FTG. ELEV.= 1%' ABOVE FTG. CA5ANNA EXTENSION EXI5TING CABANNA Joe No. 304 8 z DRAWN: C-xCxW FRAME ELEVATION \ / AT3TEEL �lATION 5TEELFRAME D E SCALE: 1/4" = 1'-O" 5CALE: 1/4" 1'-0- p 5CALE: NOTED Y DRAWING NO. 5 - 4 ) W 0_ FOOTING BELOW w/ 1-15 M Ell`'' CORNER BAR w/ 24' LE55 GENERAL NOTES and DE51GN CRITERIA FOR FORE FRE6I DENCE $' CM ED w/ 1- CONK FULLY GROUTED w/ 1-'�✓- CONT. ►rl : ' � 4' GONG SLAB W/WWF MATS ! 3-"5 FULLY GROUTEDUj 5' CMU 5TEMWALL OR FI5ERME5H REINF. 9 EA CORNER w/ 1-15 VERT s 45' G/G ti' q�.•• FULLY GROUTED ��►� �, , t, ' 1•'.v CMU STEMWALL CORNER - r• . - 1 X � w s ILI NOT TO SCALE GRADE r I. CODES- Florida Butldin Code ( 2001 Edition ), ATTIC, NDS, AWPA 4 APA ( latest editions ,A-,co�`�y�`. �•• � V� 0 A6 MIL VAPOR BARRIER 2. LIVE LOADS: �� --•. .� ROOF LIVE LOAD - TOP CHORD . . . . . . . . . . . . . . . . . . . 20 Psi= FLOOR LIVE LOAD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40 Psi' 0 3. WIND LOADS: 15A51C WIND SPEED (V) = 120 MFH 2-05 CONT IMPORTANCE FACTOR (I) = 1.0 4' CONC SLAB W/ WLLF MATSORFIBERMI=SH REINF. EXPOSURE CATEGORY = G INTERNAL PRE55URE COEFFICIENTS z +/- 0.15 Q PRE55URE5 ON COMPONENTS AND CLADDING, 511E ATTACHED SHEET •. v 4 MA CONCRETE: NORMAL WEIGHT, MIN. 3000 PSI a 25 DAYS ul/ FI15ERME5H REINFORCEMENT CMU 5TEMWALL ON FOOTING -A FIBERMESH: 1/2' MONOFILAI"1ENT, DOSAGE: 3/4 LB PER CU51C YARD NOT TO SCALE (LES5 THAN 4'-0' IN HEIGHT) REPAIR OF CRACKS IN SLABS DUE TO SHRINKAGE, IMPROPER 501L CONDITION5, 4 3-«5 EA WAY I DIFFERENTIAL SETTLEMENT, 15 THE FULL RE5PON515ILITY OF THE CONTRACTOR 21-0, Sa 6 MIL VAPOR -1 CONCRETE BLOCK: A5TM G90, TYPE II, F'm a 1500 P51 BARRIER 4 MA5ONRY MORTAR: A5TM 0270, TYPE '5' REINFORCEMENT: 45TM A615, GRADE roO MONOLITHIC P05T FOOTING Structural Steel -_. . _... ..._-............... A5TM A5-12 NOT TO SCALE (NO VAPOR BARRIER IF OUTSIDE) Angles, bars 4 mist, steel. __ ASTM A36 Rectangular Structural Tubing ASTM A500, Grads B Ci High Strength Bolts ...........- A5TM A325 - 3/4' 0. iu Anchor Bolts _ _. _ ASTM A301 � NEW EXISTING O Welding Electrodes _ AW5 1110, SEE INTERIOR WALL THE STRUCTURAL STEEL ERECTOR 5HALL PROVIDE THE NECE55ARY NEW CONCRETE FOOTING: (SEE FOOTING DETAIL D BRACING DURING ERECTION AND UNTIL ALL STEEL 15 PLUMB AND FOOTING SCHEDULE FOR 51ZE5), DRILL TWO 6' HOLES CLEAN 4 FILL SEE SECURED AND MUST NOT BE REMOVED UNTIL THE STRUCTURE 15 W/ EPDXY tv (1) Oa x 3'-0' IN EA. HOLE. 5TEMWALL Ui COMPL.ETLY ERECTED. DETAIL z NOTE: TOP OF NEW FTG. o LUMBER: WOOD CONSTRUCTION IN ACCORDANCE WITH CHAPTER 23 OF THE SBC. TO MATCH EXISTING •. 5TUDS: SPRUCE, PINE FUR, MCI% NO. 2 • • • �' a • . 0 ALL OTHERS: SOUTHERN YELLOW PINE, MCI13, NO. 2 •' — 5HEATHING: A EXTERIOR WALLS ARE SHEAR WALL5. 4.•. �, g (21 4 EXTERIOR SHEAR WALL ALL ' . . � • a `9 w 15/32' THICK APA APPROVED FOR ALL ROOF SHEATHING AND WALL PANELS. 12 •4, �i USE 3/4' THICK 'APA' APPROVED T4G GLUED STRUD-I-FLOOR FOR FLOOR 4 1 �-� 'r� � r �S) (]� ROOF DECKS W/ 5/5' THICK UNDERLAYMENT FOR FLOORS ONLY_UNDERLAYMENT. 1�- 0 EXTERIOR SHEATHING FASTENING: EXIST. FTG. --� O FOR WALL, FLOOR 4 ROOF: FASCOMPACTED FILL TEN 5HEATHING Sd 6 6' ON CENTERS �- OF SUPPORTED EDGES ( IN THE SEAMS ) AND a 12" ON INTERMEDIATE SUPPORTS ( IN THE FIELD ). REDUCE NAIL `�• �- SPACING TO 4' ON CENTERS AROUND OPENINGS. DETAIL A-301. INTERIORWALL FOOTING FRAMING ANCHOR$- NOTEDONLANS BY '51MP50N' OR ENGINES APPROVED EQUAL. w THREADED ROD5- AM II II NOT TO SCALE: _r.� TO CMU 5TEMWALL FOOTING V U � WASHERS: A5TM F 43ro. NOT TO SCALE NUTS: A5TM A 563, GRADE 'A' HEX. 3 EPDXY: SIMPSON STRONG-TIE CO., PRODUCT: 'SET' ADHESIVE, Cl FLOOR JOISTS: PROVIDE 5HOP DRAWING5 FOR ENGINEER'S APPROVAL WITH DE51GN (i(1 (�(� VERIFICATION OF THE FLOOR JOISTS BY COMPLETE CALCULATIONS SIGNED AND tt��--�� iL1 SEALED BY A REGI5TERED ENGINEER HOLDINGS A CURRENT REGISTRATION IN THE X � , r STATE OF FLORIDA. 0 ROOF TRU55E5: ROOF TRU55 FABRICATION 5HALL BE APPROVED BY IGBO, DE51GN 1/2'0 COUPLER PER TPI PROVIDE SHOP DRAWINGS SIGNED AND SEALED BY AN ENGINEER HOLDING EQ EQ EQ o A CURRENT REGI5TRAVON IN THE STATE OF FLORIDA . MINIMUM PLATE 51ZE 15 15 0 COUPLERJ^11 Z SQUARE INCHES AND DESIGNED IN ACCORDANCE WITH THE DESIGN SPECIFICATIONS I/2'a THREADED ROD �- FOR LIGHT METAL PLATE CONNECTED WOOD ROOF TRU55ES. STUD WALL STUD WALL 1/2'4 THREADED ROD � 2' t aR+x I/8' O 5. 501L TE5TS: IT IS THE CONTRACTOR'S FULL RE5PON5I5ILTY TO INSURE THAT THE SUBSURFACE THICK 0 x 11R 4 NUT SILL PLATE EQv r501L CONDITIONS ARE ADEQUATE TO RESIST THE PROPOSED LOADS 5Y HIRING AN SILL PLATE 2' 0 OR+x va' ' Ck INDEPENDENT 501L TESTING LABORATORY TO PERFORM PENETRATION BORINGS AND THICKENED CONCRETE 5LA0 - THICK WASHER 4 NUT PROVIDE A REPORT FOR SITE PREPARATION 4 A MINIMUM ALLOABLE SOIL CONCRETE SLAB u BEARING CAPACITY = 2000 PSF. 1-4 p (o. TEMPORARY BRACING: LU CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING THAT 15 n REQUIRED DURING CONSTRUCTION TO KEEP EXI5TINGs STRUCTURE SAFE AND r �z PLUMB UNTIL THE ENTIRE STRUCTURE 15 IN PLACE. BRACING SHOWN ON DRAWINGS 15 FOR THE COMPLETED STRUCTURE ONLY. DRILL 5/8'0 HOLE,CLEAN, 4 FILL w/EPDXY 4 V2'0 DRILL 5/8'0 HOLE,CLEAN, 4 FILL w/EPDXY 4 V2'0 1. CONTRACTOR SHALL VERIFY THAT ALL EXISTING DIMENSIONS AND CONDITION5 OF THE 51TE THAT ARE THREADED ROD THREADED ROD AFFECTED BY NEW WORK BEFORE PROCEEDING WITH FABRICATION AND CONSTRUCTION. TIE ROIL g EXTERIOR 5TUD WALL TIE ROE) g INTERIOR BEARING& STUD WALL 5. ALL STRUCTURAL OPENINGS AROUND OR AFFECTED BY MECHANICAL,ELECTRICAL AND PLUMBING NOT TO SCALE EQUIPMENT SHALL BE VERIFIED WITH EQUIPMENT PURCHA5ED BEFORE PROCEEDING WITH STRUCTURAL Not To SCALE uj WORK 0- 5. SNL E55 OTHERWISE SHOWN ON DRAWINGS,MINIMUM CLEAR COVER FOR REINFORCING 5HALL BE A5 FOLLOWS : p FOOTING5 3' PILE CAPS w t I' LU 5EAM5 2' ua r COLUMN5 4 PEDE5TAL5 (OVER VERTICAL REINFORCEMENT) 2' GONG.FILLED CELL WI 1-45 BAR GONTWI101iS DO THE SAM ON SIDES Cr-WALL OF'SNIt A 4 4-a' ~ C/c 10. ALL REINFORCING SHALL BE HELD SECURLEY IN POSITION WITH 5TANDARD ACGE55ORIE5 DURING PLACING use ALSO,,FI oN EACH cFLL ALL CELLS V 5 NOT TO EXCEED 44''-m'GCray CELLS SAGA OFEr�r,3 a'4'-0' p OF THE CONCRETE. 0.V 1K L) r w rox6 WOOD P05T Q 0- A4' GONG SLDA.AB W/ ' MATS DRILLED IN WALLHTS DIR INE GOT ON W CLOSED FILLED CELL ' OR FIBERME5H REINF. END Cm Mcxx LGBro6 COLUMN - "5 a 48' c/c MIW. il 5SA 5A5E. (TYPICAL) 4 REWForrcW�+ j Iswa9 �. U • PROVIDE Car-FILLED CELL uv GRADE .. PifFA5RICATED h'S. CONT.FRAM FOOTIWj ANO INTO NEW 0) -' `a • i ` KW.+ALL CLING TIE 6E.y1 TrP. Q ;L 6 MIL VAPOR GORrERs 0 s� 15ARRIER }} I fL 2-� CONT. I'-0' a oNE STORY TYP.EXT. WALL INTERSECTION _ Joy rdo. 3'� /' 4 a 1'-4' TUJa STGRT I I�..�!"^'t I WOOD — VERIFY ALL E X 1ST I CT 51 TE GONER I T I ON5 A�11� IDI� IEN,51 0NS �=' � �O�T � �Ti�,�i� _ _ Iorte ( F1 1`� �� fi L fil lel. alloLIYHIr_ XT I FOaT�R_' � ( I ] f` I �', � ANC-,I-10 AGE ��T I�. �� -1 rsct To=ALE A I_ _ DAT E + SCALE- NOTED !:iRAI UING NO. s. DBL.2x6 5YP "2 44CNUT. TYP. ECTOR REQ'D EA, TR155 W TOP PLATEO Lu w \z V2'4 TIE ROD SYSTEM *` ,,, 0' w/ 2, 4 OR � CONNECTOR READ EA TRU55 UPLIFT CONNECTOR SCHEDULE 2x6 51°F *2 � STUDS x 1/6' WASHER 4 ;' `��.• La �."'�✓,, �� V � , . SIMPSON FASTI=NERS � 16' c/c _ UPLIFT CONNECTOR TO TRUSS TO TOP PLATE J `-. ua UP TO 415 H 25 5-8d 5-Bd TRUSS A , TDP PLATE �ti •► 0-11 I X DB2-. 2x6 STP"2 s- 435' I-GA-10 4-V4'4 x 1-V2 SCREWS 4-V4'4 x 3 5CR1=W5 TRJ56 USE I TYK 5 PRYWALL SCREWS 8 c/a TYPICAL. SECOND FLOOR _ r �� 41V TO 58V 41 4-8d 6-8d x i-Irl TRJ55 i'# COUPLER O 585'TO 145 H 6 5-10d 5-Bd x 1-1/2' TRJ55 z 2x& SYR 02 51LL PLATT= 2X6 SPF "I ',rx'��/j�� l tee?.••, 1451 TO 990' H 10 8-8d x 1-1/2' 8-8d x I-IB TRU55 COUPLER ''�',, '•A• 145s TO 10000 MTS 12 1-10d EA SIDE NONE TRU55 a 6, G/G DBL.2x6 SYR "2 � t ` 10000 TO 14500 HTS 20 10-10d EA SIDE NONE TW55 TOP PLATE 2' 4 OR * X J' WASHER d 14500 TO 1600' H 16 S 10-10d 1-10d TRJSS 4 NUT. 6 PLATE= (TYP.) 1/2'4 TIE ROD 5Y5TEM zz w/ 2' 4OR4 l7 14500 TO 16000 H 16-2 10-10d 2-10d 2-PLY TRU55 2x6 SPF *2 x 1/8' WA5HER 4 Q160V TO 205V LGT 2 14-16d 14-16d2-PLY TRUSS STUDS FIRST FLOOR NUT. TYP. ' 2050.70 42000 MGT NONE 12-10d SEE SHEET W-3 a 16' CIO � 4200'TO 86650 HCsT-2 NONE 8-10d 2-PLY TRU55 2x6 5YP "2 51LL PLATE 2x6 SYR 02 51LL PLATE 86650 TO 96850 HGT-3 NONE 8-10d 3-PLY TRUSS Of O7 86650 TO 9685' HGT-4 NONE 16-10d 4-PLY TRUSS ONE STORY TIS RoD IN � 3150 RSP 4 4-8d x 1-U2' 4-8d x 1-1/2' STUD TO PLATE 4 EXTERIOR WAL L DETAIL 585► 5p 1 6-I0d 4-10d STUp TO PLATETWO STOR�r T I� Roy IN NOT To SCALE 10650 SP 2 6-10d 6-10d STUD TO PLATE EXTERIOR �� DETAIL 1520' MSTA 36 2(2-10d NAILS 70TAL STUD TO STUD s FLOOR NOT TO SCALE D ua 0- o WHERE TIE ROD SPACING SHOWN ON PLAN > 6'-0' c/c MAX , M c� 2' 4 OR O x 1/8' THICK WASHER 4 NUT � (2)2x CONT.WOOD PLATE I/2'.COUPLER � N WALL O 0 OPENING STUD WALL 112% THREAED RO 'I V2',COUPLER HEADER SEE SCHED. EACH 5 DEDOF OPEN ING5, (2)AT C'ORNER5 AND (V 0' C/C MAX I ` z 2x 5TU5 WOOD 5TUD5 a I6'oc BUTT JOINT V w t: I/2'. THREADED ROD p T I L SILL PLATE 2' ROUND OR SQUARE x 1/8' ® w w w STUD WALL W L 6" 6' THICK WASHER 4 NUT TYP. (co � OP NG MI MI ``' WOOD PLATE X V Lu — .n ` = t0 OF FLOOR =1? T. WALL F- 1.1 0 EQUAL EQUAL INT. WALL JACK 5TU46EEMULTIPLE KING STUDS cq Z HEADER SCHEDULE SEE HEADER SCHEDULE !� TYPICAL TIE Rol) WALL ELEVATION TYPICAL HEADER DETAIL r m NOT TO SCALE~ �4NCOR DET�41L �----- p NOT TO SCALE DRILL 5/8'4 HOLE, CLEAN, 4 - AC FILL w/EPDXY 4 I/2'4 THREADED Q- ROD w/2' 4 OR * X J' THICK WASHER 4 NUT. TYPICAL. O w z� W J- TTP. TRJ55 TO TOP PLATE ANCHORS HEADER SEE= OMITTED FOR CLARITY SCHEDULE F Lu Lu Q 0 z END TRU55 (TYP.) 0 p w 1N51D ' C� 5LIDE ROD THRU 0- HEADER USE NUT 4 PLATE WASHER (COUNTERSINK AS w REQUIRED) V THREADED ROD A55EMBLY CONT. 4 � t0 FOUNDATION 2'4 OR 4 x �' THICK D 2X4X8'-0' LATERAL g' rr`� WASHER 4 NUT z HEADER SEE BRACE 0' c c ON BLOCKING. ►� w } J'4 TIE ROD A55'Y w TYPICAL OFFSET WINDOW (TWO STORY) GABLE I TIE-DOWN EXT. WALL DETAIL AIL CONT. TO FOUNDATION J0�3 NO. 304a raRAwN: C-�Gu1 NOT TO SCALE DATE: pl-I-m3 3 D SGAE_!=: Npt�p N DRAWING NO. r -- I, I . LJ ID C ITY 1 �� ) QI - - — - rATLA, N � F-j \ I� ADDED SQUARE FOOTAGE Ii,NTO-RMATION q • CONDITIONED ONDIIIONED SPACE r IRS FLOOR I 1247 S.,F. • CONDI`IIONLD SPALL 3LCOND FLOUR 576 S. F. (L • r �� 1) S111JG POCL DECK Q EXISTING PAVING To B REMOVED NEW PERVIOUS « I UNENCLOSED SPACE 7 S. PAVERS cn D 89 I + I I ol • LOT AREA EXCLUDING WETLANDS AND 7350 s. F. \ uj -�°IExISTING coNcaETE ( - -- T_ I TO BE REMOVED BODIES OF WATER) r EXISTING CCNC ENTRY TO I r <' I .�• LJ PL,fJT rdG REMAN I I 1 E'xl`1:P IG POOL I ` I i 1� ,• I � � � i , FOi_i1 ITN, d 1 u --f d i I z IIS HOUSE FOOTPRINT I 0 �J %LL I I s D w ; I I LtJ :T' YL Cvr i r T � r l� ��.� SECTION OF -11 rr0 I j r - � � r ADDED S I RUGTt HEIGHT AND � OF STC�RILS � _ �> ; NEW POOL Q 4 DECKf ( Y I I I < �!' • MAXIMUM I-IEGIIrh UIr' THE ADDITION IN 1'�rl. 26 CCPitJG sTG';E= ---_ i • NUMBER 01 STOIzIES - F - - + ` 2D'-2 1/8" \ v I 2 I d _- 20'-0 3,/4, I , TYPE OF CC� N,� ZUCZIUN --------------------- ,LJ • TYPE (INDICATE ONE: I, II, III, IV, V, VI) NEw CONC. i Sloop :� LLLJ II II I r J. { r 1 h O I T l - ExISTit,G CABANA • PROTECTION, INDICATE GNE: (PROTEC'T'ED OR UN PROTECTED) "' � TO BE EXTENOEQ � NE'w CCr C• Ax STING c�� _ I v r r a, T..�, • ) y I ( JL i— • INDICATE ON", (SI IZII KL"D OR UNSPRINKLED) hj y Y, MATERIAL . INFORMAI- R*l � > ROOFING (MATERIAL SHALL MEET THE THE REG UI \TENTS OF CHAPTER 15, _ _-- --.- FLORIDA BUILDING CODE), L� E G A L r ': rr NG F AVINIG TO REMAIN --- 2;11 - - ANDALAY, AS RECORDED IN PLAT BOOK 10, PAGE 11, W E `�TOCPS & MISC, PAVING------ --- ----100 i LOT 7, BLOCK 63, M �VEw ner�.'ou5 •-cir;s nat counted) I OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. " • ` PC DE:K (to remain 494 ROOF UNDERLAYMENT — ASTM I'YPE S )--- ---..__'_"' EJ 3L DECK 108 - • FLASHING — GAUGE 1 r , 'DIAL ! u SIO- 1L APERVIOUS 7082 ROOF FLASH GAU L MATERIAL DRIP GAUGE CAP it i ii I I � li j IidiFEfVIQI'> LOT 42% - _ S I T E P L A N SCALE : 1 /8 RAKE-----`—GAUGE VAT ILEY—_----GAUGE • ROOF MATERIAL -- " • FASTENING - I ZONE i � r i ° 1. R`.J tJ E�v '�1 LOCA rI1 I V N MAP WIND ZONE INS ORMA I ION .rf PLAN INDEX ( UNLESS SPECIF'IED BY THE ENGTNL'�;R. DF RECORD) � DWG. NO, . TITLE � INDICA'T'ES I-'RU•II1,1(," , T LOCATION - A- 1 SITE PLAN & COVER SHEET 'I NOTE: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE 1YITH, A-Z FLOOR PLANS AND MEETS THE REQUIREMENTS OF SECTION 1606 OF THE A-3 FLOOR PLANS 2001 EDI'T'ION OF THE FLORIDA BUILDING CODE. A-4 ELEVATIONS A-5— ELEVATIONS ' A-E� FOUNDATION PLAN r o THIS BUILDING, (IS)/(IS NOT), LOCA'T'ED IN THE WIND BORNE DEBRIS REGION A-7 ROOF PLAN A-8 ELECTRIC PLANS ear f m 4— A-9 ELECTRIC PLANS • BUILDING, INDICATE ONE: (ENCLOSED OR PARTIALLY ENCLOSED) v ,� " WIND ZONI4] INF'URMA`I,ION ` � � 120 >. \r- • BASIC WIND SPEED (M. P. H. 3--SECOND GUST) (UNLE'S S I)E,CII IED 13Y 1'HE, ENGINEER Or RECORD) Jr N �� G' . •- - __ DEIGN F'RIaSUT�L n . • • WIND IMPORTANCE FACTUM -- � - S1ZE ZONE, �� 'LUNE, 5 I—la - - -'�' _--- BUILDING CATEGORY DRAWN L3' - I • WIND EXPOSURE CATEGORY — ---___ . _ —_ j w AR �vv�o DESIGNED TBY 11 U 1 CITY ICEACH JRG J , r r r i, r , SCALE: • INTERNAL PRESSURE COEFFICIENT ass "rl' Q tG�3 AS NOTED A TE: I Iy 06/22/2003 DIMEIMN ION OF ZONE IN FT. JOB rip_-_ I' � I SHEET N0, j- of 9 i k I 3 I I I I N I 4 4' ' it I 11 - 11 I I 11 11 NEY�' ri 11 Ir CABANA r i1 1i Q i1 II -EXISTING %VALE i TO BE REMOVED it fi 11 li li li i 3' 11 A/C 2'4 a r r 2'-4" 4'-4" g 9' 7'-6" +kiB ]] 7, 2'4 COL. - I COL. i POWDER Loo II 3 I BUILT-INS Lam{ PER 01''r`NER cc BOTTOM OF FI R IS BEAtr; FLESH HOWE 4V/ CEILING SHOP DIRECT VENT I FIREPLACE { FAMILY ROOM = I 1 f `OUTSIDE FACE OF 21 D FLOOR VE BIKES PR BUILT-INS 2'6 PER OWNLR C} 51PrK LAUlNDRY I 5'-3" LAML FIB I Y�ASHI COL_ SLDG VENT 3 : a DRY I SLDG P 17 R i COl'ERED 3'-1a2 �� , T `� 3 ENTRY L' II I I I I I BEDROOtd V I I I k x, y S L� I % LAM. LA','. CCL. CCL 4, r L I I JOTE: -------------------- — !E- ?: . I-----— — --- — — -- I - -` t-�-I Lei i ,E-•�_ ': c� � -_ � f .- { NOTE: NORTH WALL L (2) 3771 MULLLD DBL HUNG WINDl)WS EXISTING SOUTH WALL --� L! 3696 LH OS DOOR NOT SQUARE W/ EXIS1ING -- I L 3747 DBL HUNG WINDOW NORTH WALL CY 3bB1 RH CS HL DOOR EX15T IrrG STAIR 10 RLr„Alr� �I CL) (3) 3377 14ULLLD DBL. HUNG VONL0 S F, (2) 4577 MIULLED CBL HUNG WINDOWS n{ 5696 SGD E CH 5323 AWNING V'�Ir�DDti'; ---- ----- ---- CJ (3) 37.9 I.ULLLD DBL HUN(, tt) 3529 A1-.-NING WINDOtiI, O 2547 DSL HUNG WIND0 Cc, ; l 1 _ 47 LI L� o 1 I OU J Lj-< o' o” 10 w NEW P.T. 6X6 POSTS / V'o'HERE SHOWN SEE � BUILDING ADDITION AREAS: I FOU14DATION PLAN IST FLOOR ENCLOSED 1247 r � I 2ND FLOOR ENCLOSED 576 - -- - - - - - - ' - -Q — — — — — TOTAL ENCLOSED 1823 BACK %%'ATER PROOF DECK 461 FRONT DECKS / SCREEN PORCH - 300 SOUTH COVERED ENTRY 28 16't- LINE W/ EXISTING BALCONY 6'_2' 6' F I R S T F L 0 0 R F I R S T F L Q 0 R P L A N ENGINEERING NOTE: SCALE: �;��=1'-a" DRAWN BY i I Iva G i L L I A M REVISED DESIGN FOR PARTIALLY DAIL 06.22/2003 PHin1€ kJ�A3tR 504 249 0072 REVISED: ENCLOSED ADDITION. T H E F 0 P, E R E S I D E N C E DHAWINV IdJMUEFf OF �• A T L A N T I C S E R C H , F L 0 R 1 D A — F I F I F L� CENTER LP' Ll r L. HB - cc 101 DINjNG f/ LHr.3_ COL. V � I i IC� �Irik WATEPPff-)OF I -k r I k Orr 4 RANGE z 1 C4Y O Cys S Ill EE ELE�'S mlCRQ KITCHEN COOK LAr�. I TCP CCL. of o k 3'_7„ J ' 3'-10" I - -- N PANRTRY HB BY CAB MAKER LAN1. LA"r1. CCL- COL. ROOF _ NEW STE01-- NE'V STOPSBELUGA` TO EY II II II II II li II it II v u REMOVE EXISTING KITCHEN - VERIFY BEARING WALLS n n PELLA WINM%-, & DOOR KEY Ii II i I I I Nt 3771 CBL HUNG WINDOW LJ u Q 2959 CASEMENT W/ 2917 TRANSOM MULLED 1N/ 3" STRUCT. HORIZ. 0, 2571 CASEMENT W/ 2517 TRANSOM Itl�- (°; (5) 2971 MULLED CASEMENT W/ 2917 MULLED TRANSOMS Vv// 3" STRUCT- HORI-'- MULL \ (Q} 7296 DOOR 3096 LH CS DOOR Q 3529 AWNING WINDOW 4721 AWNING WINDOW II II rv1 1 Il ! I � z � + o`�' A wQ c oM 0 � UJZ 1 o� '-X N E1''�r W DECK x x SCREENED DECK EXTENSION P-T. 6X6 WHERE SHOWN 5'-6" 5'-6" 16'+— LINE W/ EXISTING BALCONY 6'-2" 6' S E C 0 N D F L 0 0 R S E G 0 N D F L O O R P L A N SCALE: 1/4"=l'-0" DRANK ar j I Ni G I L L I A M - RCOSED: Dai E: 06/22724003 PHONE HUMBER 904 249 0072 REUSED: THE FOPZE RESI D E Irl C E DHAV4,NG N.MUER Cr 9 ATLANTIC B EAC H , FLORID AA-3 3 �r - ____ — — — — — PARAPIT WALL DECCRATIVE P.T, 6X3 OUTRIGGERS CEDAR SHAKE STYLE Li SHINGLES OR SIDING i WAVE SHAPE RAIL - FEATURES NOT SHOWN PER \ EXISTING _ \ _ OWNER CLERESTORY 2' 6,-2., 6, ,r 4, ;n 4, 3, '-2" 2' NEW METAL ROOF MATCH EXISTING CABANNA PL HT, __. OROOF SCUPPERS ATTIC VENT SEE SECTION � I o A z a 03 CEDAR SHAKE STYLE SHINGLES OR SIDING \ CABANNA EXTENSION RIGHT SIDE (NORTH) ELE `r/ AT10N / EXISTI;',G 3 STORY HOUSE BEYOND a . P. T, 42" HIGH RAILING RAILS W/ LE'-,S TH?11�d W/ GRASPABLE 4" SPI,-L":> HAPdpRAIL 71 DECORATIVE ARBOR I , STYLE PER OWNER �Y � ;II NEW SCREEf� ENCLOSURE111111 11T. I t If err Ir �i 42" HI GUARD RAI,- N/ LESS THAI 1 SPACES II1'_ LE s EryI LLL iLLLLU CABANNA BEYOND .1,.---P T. 6X6 POSTS CONC. PEDISTAL ELEVAT10INS SCALE: 1/4"=11'-o" DRAA•N er J I M G I L L 1 A M REVISED: DATE: 06/22/2003 PHONE NUMBER 904. 249 0072 REVISED: F R 0 N T (EAST) E L E V A T 1 0 N - TH E FD R E R E S I D E N C E DAAAWC NUMULR OF 9 ATLANTIC BEAC H F L 0 R I DA A-4 PARAPIT vt I._ , su'Lr UP ROOF -- — — .— — — .-_._ — — Z VPTIONAL GUTTER SYSTEM -FR OWNER I� LL I I Ci I I LEFT SIDE (SOUTH) ELEVATION EXISTING 3 70R Y HOUSE BE'rOPdD PAR API T ti o WALL �. NEW TOP PLATE IS I I i P.T. WOOD RAILS W( LESS THAN �- -- I ' SPACES 42" Hr"H RAiLIfJG I CEDAR SHAKE STYLE HAfiDRAIL SHINGLES OR SIDING ALL NEW WALLS II j jI _r Ii NEW 2ND j `r LEDGE _ �� FLOOR NEW IST F- o l � o 0� VIII gill FLOOR SLAB OF EXISTING HOUSENEW FLOOR I — - � I L_... .— I _ _. ._-- - S L A NEW FLOOR SLAB � -` --- E L E V A T I 0 N S CADANNA EXTENSION EXISTING CABANNA SCALE: 1/4"=1'_0" DRAWN BY J I M G I L L I A M REVISED: DATE: 06/22/2003 PHONE NUMBER 904 249 0072 REVISED, REAR (WEST) ELEVATION THE FORE RESI D E N C E URAWINC NUMBER OF 9 ATLANTIC B E A C H , FLORIDA A- 5 leik k k k NEW SLAB FLUSH k { W/ TOP OF EXISTING I CABANA FLOOR k k• - Ik k 16" WIDE B� MIN. 20" DEEP MONOLITHIC =TG- W/ (3) 5'S 271 � k � Ik k � � kJ 9' -6" s SILL . SILL s — — — — — — — — — — — k k I k i k � k 20" WIDE X 10" LEEP COIvC. k k k FOOTING v4`% (3) # 5'S com. � k i 1UPTI C.�TSIDr PAP ,µ.r'OI;ND i cop! I k I � • i 8" BLOCK FCUNCATICNI WALL I {I s k k FILL ALL CELLS 'a`�/` CONC. ' 3 fi 6^ X 10^ THICKEh:ED L B k f i I k f i_ �•s,r i`�} � � C l,'. il� "{i'i. k 6.>,6 1 C', I C W. V. ! k I k — — — OR FIBERNIESH ON k VISQUEEN k 71 1011 42" SQUARE k - 12"'11H& CONC- k k c k k PAD W 5@ 8" O-C. EW. � I k I If jl WATERPROOF ROOF PLYWCOD DECK PER L � k kid i Ikr DECK PER MANUFACTURER ENGINEER L — — — -; — --i I I #5 VERT C CORNERS AND _ SHO'w'dIv'-0" O.C- AND WHERE DEEP DRIP AND SAVE SLOPE i ,�CfrOL1ITIIIC FTG, `VV' 3 5'., DETAIL FER ROOF- TRUSS EJ / ( ' RCOF N.ANU'FACTURER�s " -- S�Sl ENI PER i� � k TRUSS MANUF- I I f n k k k SCREENED VENT CR _� 1 ' rte`` —=-' 'r INSULATION PER BU:_DER TRUSS TO S I _j STRAP �. 16" WIDE BY NiIN- 20" DEEP f EA. TRUSS i MONOLITHIC FTG. W/ (3) 5'S � 6'-B" 7/16 OSB SHEATH. Y.'/ 8d NAIL -d 4' O.C. @ EDGES 12" — Q-C. @ FIELD STUDS MIN. INSTALL PER _ • CODE W/ METAL I SPACERS TYPICAL CEDAR SHAKES ON i I + TYP- 2X6 STUDS © 16" 0-C. E... WATER PROOF I-:'� MEMBRAIN 3/4" PLYWOOD FLOOR GLUE 5'-1' & NAIL tiV/ 10d NAILS 6" O-C- eO EDGES & 12" O.C- Q FIELD ., OPTIONAL -- SOUND ' BOARD RIM JOIST FLOOR TRUSS THREADED ROD FROM ';: SYSTEM PER FOUNDATION TO TOP TRUSS MANUF- �pJ PLATE PER ENGINEER { i _ f ;I P.T. 2X6 PLATE ON INSULATION "A" BOLTS PER ENGINEE 4" CONC_ SLAB W/ / 6X6 10/10 W-W-M. AND OR FIBERMESH ON VISQUEEN GRADE VARIES .X:--x, •,X X— it MT CLEAN, COMP., CHEMICAL TREATED FILL DIRT ' 8" BLOCK FOUNDATION = TYP_ 5 OR # 7 `l WALL FILL ALL CELLS G FILLED CELLS� ❑ �❑ W/ COLIC. s 20" X 10" CONIC. FTG. + o 0 • . " i 'y • i , W/ (3) # 5'S CONT. o LJ m C^ 4" s SEE FOUNDATION I r- G 24 WIDE FOOTING u> w, (3) @ 5'S CONT- _ X C POSTS W ❑ ❑ W A L L S E C T 1 4 1W rA 10" SQUARE k 6' DEEP s c a i e . 3 / 4 " = 1 ' - 0 " A_s u) CONC_ PEDISTAL Q POSTS J Ltj �-� STEEL COLUMN BASE Q EA_ POST 5`-6" 5'-6" PER ENGINEERING 16'+- LINE- W/ EXISTING BALCONY FOUNWON PLAN WALL SECTION SCALL 1/4"=1'—C" GRnthN 6Y I N9 G I L L I A Ni REYiSED: wic- 06/22/2003 PHGP�E NUMBER 904 249 0012 REtiiSED: THE FORE RESIDENCE [)"*1NG NombER OF 5 ATLANTIC B E A C H , FLORIDA A_6 i I4� 4 - EXISTING i SHINGLE ROOF TO REhlAlty 1 i 1 a i - t I � , 1:12 SLOPE o---------------- NEW METAL . i STANDING SEAM ROOF l� { i A iRAILING PARAPIT WALL P0VER POOF iRr!UNG i I EtIILT L+N F^CF PROOF + \1- i SCREEIiE0 SLOPE bSOFFIT SLOPE 4" i i i RAILING IN L. BUILT UP ROOF SLOPE W/ WATER PROOF DECK _ P0'4ER ROOF VENTS i x� 0 NEW WATERPROOFING ON EXISTING BALCONY NEW P.T. DECORATIVE DRIP THRO P.T. WOOD - - - - - - - - - - - - - - - DECK BELOW ARBOR `NEW WATERPRROF DECK EXTENSION T H i R 0 F L 0 0 R R 0 0 F P LA N SCALE.- 1/4"=V-0" DRAWN OY , I h1 G I L L I A M REVISED- GATE: 06/2-2/2003 PHONE NUiAdER 904 2-49 0072 RewGSE0: T E E Q R E R E E 1 © E N C E . - GRAW&JG N6MBER OF 9 A T L A N T I C B E A C H F L 0 R 1 0 A A-7 flaad #2 F� TO DINING SWITCH TO DINING SWITCH R 1 bi. S TO DINING SWITCH s i� TO POOL LIGHTS flood Ti -In l i qY .� R R R UP TO DINING d ' SWITCH cell. fare FLOUR PLUG i CVNEk UP To R ! c1 K11CHEr•4 �1 I � FLOOR PLt LOCATE PER I I ---- -- I J cell- ton - � k} R fI M E i L l I l I � ton C R) TO EXISTING r k" rrN ¢ FIXTURES R L E D G E N D PLUG 220 VOLT $ SWITCH 0 ft $ RHEOSTAT SWITCH 3 WAY SWITCH 3 WAY REHOSTAT SWITCH LIGHT RECESSED LIGHT WALL MOUNT LIGHT FLOUR. CLOSET LIGHT 4' X 2' FLOUR. LIGHT F— —i FLOUR, ENDER COUNTER LIGHT op�r�er GARAGE CSCR OPENER --� — — — — — �— — — — — TO EXISTING f FLOOD LIGHT SWITCH SMOKE DETECTOR CARSON MONOXIDE DETECTOR (W WATER PROOF PLUG E.F. ❑ EXHAUST FAN ceif. CEILING FAVI / LIGHT fan D PHONE ® CABLE — — — a fan ® EXHAUST FAN & LIGHT lite 1—� UNDER COUNTER FLOUR. Yfor) m EXHAUST FAN, LIGHT, & HEATER Llite 4' X 1' FLOUR. LIGHT CHANDELIER FIRST FLOOR ELECTRIC SCALE: 1/4"=1'—O" GRAWN 6r j I %j G I L L I A Iv! REVISED: DATE, 06/22/2003 PHONE NUMBER 904 249 0072 REVISED: T E FQ R E RE 5 ! D E N C E CRAw+vG NdMBE= OF 9 A T L A N T I C B E A C H , FLORIDA _� t I � i � i i i 4 I . I i _ I E i TO CABANA EXTERIOR NORTH LIGHTS i TO- REAR FLOOD LIGHTS Q / TO POOL R R � LiGt-#T5 CHAND 3 f L- - I o oo 1 R R j T so TO SOUTH EXTERIOR LIGHTS BELOW TO NORTH EXTERIOR I LIGHTS BELOW iI lI # I ll ! I II # I it it � II J Li `\�F u L E D G E N D ® PLUG n In II II 220 VOLT II II II II SWITCH L, Li $ RHEOSTAT SWITCH 3 WAY SWITCH 3 WAY REHOSTAT SWITCH LIGHT ® RECESSED LIGHT WALL MOUNT LIGHT FLOUR. CLOSET LiGHT 4' X 2' FLOUR. LIGHT FLOUR. UNDER COUNTER LIGHT opener GARAGE DOOR OPENER fiaod� - #2 FLOOD LIGHT II SMOKE DETECTOR II {� CARBON MONOXIDE DETECTOR # i WATER PROOF PLUG W E.F. ❑ ❑ Cl EXHAUST FAN E I cell. CEILING FAN / LIGHT l fan D PHONE l C CABLE ce;l. - fan ® EXHAUST FAN & LIGHT lite }— —� UNDER COUNTER- FLOUR. wo —fan rn t rrh I'M EXHAUST FAN, LIGHT, & HEATER _Zlite 4' X 1' FLOUR. LIGHT oCHANDELIER SECOND FLOOR ELECTRIC scxE 1�r4"_1'_0" DRAWN BY �' .I M G i L L i A h4 REVIsEU: PATE: 0f7/22/C003 "ONE NUMBER 904 249 '0072 Rcvrs�o: THE FORE R E 5 1 © E N C E CRAWING NUMEE-Q OF 9 A T LAN T I C B EACHFLORIDA A_9 i