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Beach Avenue 133 ---------- job no 9806—X dra' wn CA0' ckd. issued 3/7/00 (3 . 43 Ix 0 -pa MEMO 7- T- T ED I T T- T- YT- T T T-T T-7- eT-IT I I i i L i T41 T 7 T 17 1 T 1-71��l T-TL- -7T7 T7 -T- J T- I T- L I I - , -L T. T �T T 7 71 TL T-1 7 7-- T- 1 7-7 T-1 7 -4� -T-7 7' 7T t�H� =1 YT7 I Iry T f___L T7 I T 1 1-F-I-T-LL 7 --=-T�-� 7--T-7---7-T--,, - I I T-T 7 T�' I T T' I! �T -7- 7- T I", i - I-T-I L—J— I I lIrT-77 T- I irT-71- 7,1 T T" T T Z�' :�� -�T I" T'! I T-I �7771- _r] T T- T- T, T-r T- T-T 1�7 T-, Ir 71 77 T T I-T-L-r T-L TI Ir-r- 7 T-T- 77 -T-T T-' 7 T7' T-7 �7 T T T-T' T-F 7-11- T- I -rT, T ; I I � L 1 1 1 1 T-1 r-�-T-T-T- r rT-T-4��77T T---T-7-T-T 717�Tl III -F-' T-i7-T-1 �;TT� I I I I I T J rT- I I I I I 1 1-1 I I T- I L 1 -1- 7-'1-7 I f- T1— r-1—T-I I I f I I I 0 z U 0 z 0' SCHEDULE OF DRAWINGS z 0 .0 0 U z U NO. TITLE N 0. TITLE > 0' "I 1 COVER SHEET SCHEDULE OF DRAWINGS 7 ROOF PLAN 2 SITE & DEMOLITION PLAN EXISTING PLAN SHOWING DEMOLITION 8 EXTERIOR ELEVATIONS 9 ALL SECTION AND CROSS SECTION 3 FOUNDATION PLAN w 4 ROOF FRAMING PLAN 10 INTERIOR ELEVATIONS 5 EXTERIOR LIGHTING PLAN , SITE PROFILE, FILL REQUIREMT'S, & STRUCT. NOTES 11 INTERIOR ELEVATIONS, FINISH SCHEDULE & DOOR SCHEDULE 6 PLAN , ELECTRICAL LAYOUT, ELECTRICAL NOTES, & ELECTRICAL LEGEND 12 LARGE SCALE DETAILS AND CABINET DETAILS 13 HEARWALL AND HOLDOWN PLAN RENOVATIONS & ADDITIONS TO THE RESIDENCE OF IRA & NANCY KOGER ATLAN.TIC BEACH , FLORIDA APPROVED CITY OF ATLANTIC BEACH -BUILDING OFFICIZ NIAY 0 4 20 ARCHITECT: ROBERT C . BROWARD , A. I . A . EMERITUS FLORIDA AR . 2217 JACKSONVILLE JvpD Ir<11 12 6 Z 0 UO 0 % City af If Builljilla and Zgninl % 01i D ICY : f 1.3. log 7—_ T_ I rT--L� I T'T-- ��T7- it...... 1-0 I?r 7-7 Boom m1m 6 Wm 6V -drawn 114 L 2, TOCETHER Wr,H A .,32., X OT PART Of Lat.1, BtOtK rL*T�. BEACH 'AS �ECNDW PLAT BOOK 5. 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('5 - . 1, . . - . - . I �_ ; .. � . I . . - " ---- ----_____Y_ . - - . . . . S,u,rl,P0l"ll*iA,:C- "E'AjO -6.9 ',AIFAZ�c�T .. . . � .. . . . . . . I -- _--lo - I - ,s7,jc,i p n,,r cs. r), oR - . . . . . . . . - - .: .. ;.. I '. ... -1 - - . . ANCHOR ALL RAFTERS TO RIDGE RAFTERS : , - L . . . . - 14 E,4- --, ,� r, � 0 v 50 A . . 1. . �. . . _. . � - . I . .. _41� . - - WITH (1) A35 F.A., U.O.N. . . . op-ow . 4'-B 1/8m - , . . . I A � . Tw/sr !;-rr,4p (1-5.) . . I I I . - - . I - - . -11 . -,�! . _.�__, - I .1 .1 14 11 . .1 . - . . . I . 1. .- � � � I - . I. . . . . - - . . . . . I � . - -- . . . -. i . � . ., - , . , ... . . . �l . . . - . . - .- - I . I / - - . . . I . . 1. . .- 2. ALL HEADERS 'NOT OTHERWISE NOTED' . .. I I L - . '. . I . - - - . . . . I . .. .. - . I . I I . . . 1. . . . . - -1 .. . I % . I . . . - . . lk - 41 1 . . I . I* _ . L . . . - . , - ( . . .. I / T I � ".. _% . - '. - . S . - .. . 1. - I . - . . - . . I - .. . . . % .. - _% , . . - I..-1 - .- - . HALL BE (3) 2 X B'S Wn-H (1) ST2215 . . � I . . - .- , 9 EA Z�r P" -5 1"ll PrA. P, It. ',c M i;, 71M . - r - % - 11 _�s-" - . . %. ly,Q�It/P,o_n r 71imp 5 rD 1-1- - 'veme'E'�, a= ;-,ulL- 4;'vr,r;4 S741"vls . - � . , . 4, . 1,1.�. � . , . . . . . . I . . . ROOF FRAMING PLAN . Z:�& . � � I . S.T., E.E. . - %w 4J- ruln-15 __ _. . . . ,. % . % - � . I . . . I % I . . . % . . . .- . � . . w I . - 'e"' ' , "A.I& , % �- A'r EA,�Al 5,QC) _% 0;,-�14Z'A 0,Tle _- , % �_, � . .., . . . . . . WALL ,YETI& ; _,l;!v*.f . . . . I ... 1 . I . . - % - , - - I . - . . . I . . . . .. :1. ALL TIMBER CONNECTORS SHALL.BE I . I � . . - i I . % � I - . . - - . I . %. 1, - . .- . . I. . . . I . I NEW CONSTRUCTION I EXISTING RESIDENCE - ,�- . . . . . . . I . I A�p Z 4 ; LfP4 t,r7' C.OAJ,V,r C 7'/PAJ I . . - --- . .. - 11 . - ..:, . _. .. '� 1. � . .. '. - 'MANUFACTURED BY THE SIMPSON CO. OR . . . - . - - - .- . . . - . L . . . i . . I , . : 1�. % I__ .1- 0-1. , -I. % . . . 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I . . .. ,. . . - . -. : -- - - - . , -� �. i . , ". . . - . - .. % _. ,I . I - % . . . ..I % -, -�I . - - , .I ..� - - i - . . - . - - -�, .% - - __ - - -- ,-___-__-__----..-.-%-- -. � ., %. . I- . - %I � . % . I % - .1 , ,-. .., . � ,% L - - - - .L . % I _. . % . . . --_%. - . . . I % � " . %1. � : - .. . . I . .. .. . . - . .__ . % . . � . . � . �.� . " .- % - - . . . . . . . - . I .. '... -. I . - ,.. . . . �_. - . - . . - , . � . . . . __- I L . . ., � ,: .-'r,_ ...1 . _..1. . %, - . .. % __ - . %- - . - - I I % I % I . % - __ .__ . I - . . I - - . i . � % . - I -. - � . . I ........... - job, no.. drawn CAD, z-f STRUCTURAL FRAMING NOTES DESIGN CRITERIA EF�)s r& gisio. A.,df W A D Di'rl 0 14 (ALL DESIGN PER ' STANDARD BUILDING CODE, UNLESS OTHERWISE NOTED. ) ckd, f�k 0 t-,fft:f r f-�ry P f-e r r 1,_i 1 SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS AND ELEVATIONS NOT SHOWN ON STRUCTURAL DRAWINGS I. LIVE LOADS CB 2. STUD WALLS: ROOFS AND CANOPIES. . . . . . . . . . . . . . 20 PSF TV e OF.P R�. FLOORS. . . . . . . . . . . . . . . . . . . . . . . . . . . . 40 PSF L EXTERIOR WALLS SHALL BE 2X6 STUDS 0 16" O.0 Issue 0L. 210'41�.a_ ALL INTERIOR BEARING WALLS SHALL BE 2X4'S 0 16* O.C., UNLESS OTHERWISE NOTED, ALL 2. WIND LOADS 1997 STANDARD BUILDING CODE 110 MPH) lc��f A JJ N-) 2X HORIZONTAL BLOCKING (SAME DEPTH AS STUD) FOR ALL EXTERIOR BEARING WALLS 3/7/0. AT ALL HORIZ. PLYWOOD JOINTS 3. ALLOWABLE UNIT STRESSES 3. ADD DOUBLE STUDS EACH SIDE ALL WALL OPENINGS AND 3 STUDS EACH SIDE WALL OENINGS CONCRETE (DESIGN PER CURRENT EDITION A. C. I. LARGER THAN 4'-0* IN WIDTH ALL CONCRETE NOT OTHERWISE NOTED. . . . . . . . . . . . . . . . . . . . F' C 3, 000 PSI STRUCTURAL & MISC. STEEL (DESIGN PER CURRENT EDITION A, L S, C. 47 4. ALL HEADERS SHALL BE (3) 2XS'S TYPICAL AT EXTERIOR WALLS, UNLESS OTHERWISE NOTED: 5ITC pil� I-) I ALL STEEL ASTM A 36 UNLESS OTHERWISE NOTED Z.- ADD (1) ST2215 STRAP TIE EACH END OF ALL HEADERS UNLESS OTHERWISE NOTED. AT INTERIOR TIMBER - DESIGN PER CURRENT EDITION NATIONAL DESIGN SPECIFICATIONS t WALLS, ALL HEADERS NOT OTHERWISE NOTED SHALL BE (2)2X10'S W11 ST2215 STRAP TIE EACH END. FOR STESS GRADE LUMBER & ITS FASTENINGS) , , SOU, PINE NO, 2, U. 0, N, 5. ADD DOUBLE STUDS IN BEARING WALLS UNDER BEAMS SPANNING PERPENDICULAR TO THE WALL 4- 6. ALL EXPOSED WOOD FRAMING SHALL BE PRESSURE TREATED (P.T) Be/CK PAVItico 7. ALL EXTERIOR WALL SHEATHING SHALL BE 1/2* PLYWOOD. GENERAL SIRUCTURAL NOTES 5AAJ-0 CUSY10IJ 1. ALL REINFORCING WLL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF THE CONCRETE, 2. SPLICE IN REINFORCING, WHERE PERMITTED, SHALL BE AS FOLLOWSi U WELDEDWIRE FABRIC. . . . . . . . . . . . . . . . . . . . . . . . 68 MASONRY VVALLS --------48 BAR DIA mc o A 7-L A 1.1 -ri OC E A M ALL OTHER. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40 BAR. DIA. paRrIAvo cz�4,fij r 000 p, 5.1 cy.,C6 it �54"0 14 Le r4t.,fif Ix 3. ALL STRUCTURAL OPENINGS AROUND OR AFFECTED BY MECHANICAL, 0 ELECTRICAL AND PLUMBING EQUIPMENT SHALL BE VERIFIED WITH EQUIPMENT OE TA I L loflA I /< VA Y PURCHASED BEFORE PROCEEDING WITH STRUCTURAL WORK AFFECTED. CHAN CAL, E E AWINGS FOR OPENIN 41/41 i�vemi� 7gic< 45 ifwo r_K IVA v/4/6. 5. ALL ANGLES, BARS, ANCHORS BOLTS, ETC, EMBEDDED IN CONCRETE AND/OR EXPOSED TQ/WEATHER 40 6. ALL EXPOSED WOOD FRAMING OR FRAMING IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED (P.T.). 7. ALL TIMBER WORK SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE "NATIONAL 3�o Do R, 5, /J c SPECIFICATIONS FOR STRESS-GRADE LUMBER AND ITS FASTENINGS", A PUBLICATION OF THE 0.: zlotj X0114 r r/, L d, NATIONAL FOREST PRODUCTS ASSOCIATION. A 8. ALL NAILING OF STRUCTURAL MEMBERS NOT OTHERWISE NOTED SHALL CONFORM TO THE "LING SCHEDULE OF THE "MANUAL FOR HOUSE FRAMING*, A PUBLICATION OF THE NATIONAL z 1) 6 7A L d/t /6' k Pie I V if ji r 4p jr,m�I'l- FOREST PRODUCTION ASSOCIATION, 0 01 ' TIES, HURRICANE ANCHORS, JOIST HANGERS, ETC, SHALL BE 9. ALLTIMBER CONNECTORS, STRAP ol;-4 MANUFACTUIRED BY THE SIMPSON CO. OF SAN LEANDRO, CALIFORNIA OR EQUAL (GALVANIZE UNLESS OTHERWISE Ap I A C A ti r 4 ho rr S NOTED ALL CONNECTORS EXPOSED TO WEATHER SHALL BE STAINLESS STEEL 'rA 1 6 A 1,4 U A t?e ZY15 cli 5 rVu,!� r I )F,k 15 1?_J 10. ALL PLYWOOD SHALL COMPLY WITH PS-1 (ANSI A 199.1). USE "EXTERIOR" APA RATED A 0 �,,/A L A J?_&7 6 PLYWOOD FOR WALL SHEATHING. COMPLY WITH APPLICABLE RECOMMENDATIONS CONTAINED 70 IN FORM NO. E 304, NAPA DESIGN/CONSTRUCTION GUIDE - RESIDENTIAL & COMMERCIAL,- FOR AQrAcEtiT Z 0 q. TYPES OF PLYWOOD PRODUCTS AND APPLICATIONS INDICATED. FASTEN PLYWOOD PANELS BY NAILING TO FRAMING UNLESS OTHERWISE INDICATED. USE HOT-DIPPED GALVANIZED NAILS FOR 0, EXTERIOR WALL SHEATHING. ::Ct/47 TA9 S) OR IS SPECIFIED H EREIN TO A/ �9 TE . 8PICK DEFAIZ5 11. WHERE LUMBER IS INDICATED AS *P.T.0 OR PRESSURE TREATEDO > 4" BE TREATED, COMPLY WITH THE APPLICABLE REQUIREMENTS OF AWPA STANDARDS C2 FOR .0 LUMBER, AND OF AWPB STANDARDS LISTED BELOW. MAKE EACH ITEM WITH AWPB QUALITY MARK -OR 8 -k.' 1 r REQUIREMENTS. PRESSURE TREAT ALL ABOVE AND GROUND FRAMING AND DECKING EXPOSED Z. 580 Wl 5E ' IF 0 VAI rr 1\ TO THE WEAJHER OR NOTED WITH WATER-BORNE PRESERVATIVES CONFORMING TO AWPS LP-2. I K AFTER TRENTMENT, KILN DRY TO MAXIMUM MOISTURE CONTENT OF 19 PRECENT. SEE SPECS �2PTS Fe�e NE 12. FASTENERS & ANCHORAGES: PROVIDE SIZE, TYPE AND MATERIAL INDICATED AND PER APPLICABLE AJ191. 0/'� Del VE . STANDARDS. COMPLYING WITH THE APPLICABLE FEDERAL SPEC(Fl ONS FOR NAILS, SCREWS, BOLTS, CATI NUTS, WASHERS AND ANCHORAGE DEVICES. WHERE TIMBER WORK IS EXPOSED TO WEATHER, PROVIDE FASTENERS AND ANCHORAGES WITH HOT-DIPPED GALVANIZED COATING PER ASTM 153 13. PLYWOOD NAILING REQUIREMENTS: A. ROOF DECK: 10D NAILS 0 6w O-C AT ALL PANEL EDGES AND AT 6" O.0 AT INTERIOR TRUSSES UNLESS OTHERWISE NOTED. rp B. EXT. PLYWOOD SHEATHING, 10D NAILS 0 6" O-C 0 PANEL EDGES INTERIOR STUDS,U.O,N, - V 14. ALL JOISTS HANGERS SHALL BE HU-SERJES (14 GAGE) HEAVY DUTY JOIST HANGERS BY THE SIMPSON CO. OR EQUAL, U.O.N 15. SEE ARCH DWG'S FOR ALL DIMENSIONS ELEVATIONS NOT SHOWN ON 5TRUCTURAL DWG'S. ro.rA Z_ 18. ABBREVIATIIONS: A.B. ANCHOR BOLTS ryw aF /ic4lvr,t.1611 'V IJ Ma ge C"C �V.4 r�A 5 G.L GLUED LAMINATED BEAM 13 Y1.4 6 CL Fl ? T U,'� IF-41'14 FfX'f6R4jf TY -- CONT. CONTINUOUS T, L I EE EACH END WA L 174 9 EW EACH WAY F.A FRAMING ANCHOR 04/5 Mfl;v�dA 8014 A e Q 3 0<0_10W a4l,a F.J. FLOOR JOISTS g y il 7 1 U6, ZZ'4 5 HA HURRICANE ANCHOR 0 Jda ; FOR 2 0'v LOC. LOCATION AeZA S.T. STRAP TIE 1115 T.S. TWIST STRAP cl TYP TYPICAL rX 6?4 L 0j;r' U.O.N. UNLESS OTHERWISE NOTED -rf LojL S.S. STAINLESS STEEL �3 "A of 1� A 16; "11 19. ALL WOOD SCREWS NOT OTHERWISE NOTED SHALL BE NO. 14 X 3 -1/20 LG. WOOD SCREWS GALVANIZED, 20. ALL BOLTS SHALL CONFORM TO ASTM A307, U.O.N 41tFA5 T E 21 A ki- ��l 7,45, P� A IV 5 eY r E if 0 e . 16 H rl Ai r.,� pf. Lil f FILL leo 20 f P4 n9a A, draWn 9 - 7- CAD, NEW ONSTRUCTION EXISTING RESIDENCE dr 58 I-ow 10 59-5 1 2a 17F-2 1/20 7'-3 1/2m 'r -7#-70 "t 20'-5 1/2' NOTE: (PL6MBING SUB) ALL I I 1 3/40 15'-6 314w PLUMBING TO MEET REQUIREMENTS OF kdo 4' X 4' Z THE NATIONAL PLUMBING CODE. CONC. EQUIP. PAD OWNER WILL SELECT ALL FIXTURES, VERIFY SIZE OF,, EQUIP. W1 A/C 'k SCO EC SUB 10,-0, swil CH 6m EX�AUST BET. F.j. DISF�. (�VENT Issued r y) 0q) "wt TEL. FIT; EXISTING WINE OWS SHE ESI\�: T r W H. RO r� J�Lf & PA ?/OR CL ELECTRICAL SYMBOL LEGEND .4 r 6 13 71 SYST 40 :5 BAP-3 TCHE 0 Gf SSING 3 (D _j , T\ f ,: " '_. , L_7I V) SINGLE POLE SWITCH SKYAT, SKYUGHT 0 If q��iOUT 0 EXISTING 4- a" VENT 3 4l- s 19A 318- THREE WAY SWITCH BREAKFAS DECK UNDR a DIM. LO or__� DIMMER SWITCH S ER SKYLIGHT :io -0. N\,�0 z :t CD T RE . I I 'I BEDROOM DUPLEX RECEPTACLE r rg NIS I 1 1. 5" N IRR0R 6 7: (u F1 GHT VAL 19 GFI RECEPTACLE MED /CA,8 GF1 MAIN ELECTRI AL, _,1AUKND, ,//r , . 1. - - SN t DROP'D C 1 1 PANEL, AS R Q. SKYLIGHT . .14'-10 1/2* T\ SPECIAL PURPOSE RECEPTABLE 0 EXIST'G. LIGHTS > 3'-6 . Y-0,' 6 ,� FLOOR RECEPTACLE CATV h4 J .�WA� \�T 3 TEL. TELEPHONE OUTLET 0 qp 2*-g* OE) OA AD OB OB 1/40 N 02 a DROPPED C ILING --UCATV TELEPHONE OUTLET 5'-8 718- 14'-9 Y-10' 11 ' v) 12A 1/20 EXISTING WIN. EXHAUST FAN W 06 NEW 'ONSTRUCTION EXISTING RESIDENCE L z ------- ------------------------- NEW WOOD FLUORESCENT FIXTURE §i 23'-11 1/20 33'-3" 17'-3 1/2- LANDING (ELEC-) PROVIDE .4e XISTING EXIST'G. LIGHTS c) AND STAIRS 0 PROPERLY—SIZED NOTE: A-�TOP OF EXISTING DROPPED CEILING SURFACE MOUNTED INCANDESCENT Ix POWER SUPPLY TO -(> BOTH AHU & THE RE—DESIGN OF M.T. "-WFLOOR EL. 20.24' LIGHTING FIXTURE COMPRESSOR UNITS THE COURTYARD AND/OR DECK AND MEETING CURRENT FLOOR OUTLET El DISCONNECT SWITCH CODES. STAIRS FOR ENTRANCE TO HOUSE TO BE DETERMINED M.T. 09WN LIVING" ON SITE BY OWNER OCEAN ROOV* L DURING LO ;jq Q) CONSTRUCITON. **NOTE: (ELEC.) 0 ALL EXISTING 0 OUTLETS & SWITCHES GENERAL ELECTRICAL NOTES OOR OUTLET REMAIN, EXCEPT z NEW CONSTRUCTION EXISTING RESIDENCE EXISTING REPLACE OLD WIRING. C) 0 LO DROPPED CEILING 0 3: �; I ADD ADDITIONAL l . ELECTRICAL SERVICE AND INSTALLATION SHALL 0 oll c) 0 CONFORM TO THE LATEST EDITION OF THE NATIONAL z z SWITCHES & OUTLETS ?. AS REQUIRED BY ELECTRIC CODE, APPLICABLE STATE AND LOCAL 0 ----------------------- --- Z, GWNER-- ------------- CODES AND LOCAL UTILITY COMPANY REQUIREMENTS.. 20'-p 1/2* 19'-7 3/4' 12'-9 1/4' 10'-0 1/2' 1 V-7 1/4* 2. CONTRACTOR SHALL COORDINATE ALL >- q REQUIREMENTS OF THE ELECTRICAL SERVICE WITH Z DROPPE" CEILING EXISTING WIN. THE UTILITY COMPANY. CONTRACTOR SHALL BE VENTfV I/ QD M,T. Z. 0', 0, _4 I RESPONSIBLE FOR VERIFYING LOCATIONS AND 0 HALLWAY-2 , DI 3 REQUIREMENTS OF TRANSFORMERS, POLES, 4 T\ 102 , I P4 u E`6 8 SERVICE FEEDERS, METERING, ETC. AND OBTAI 4_ Z 0 1 N j t7'-111A, 112�, TY 51L3 ALL NECESSARY APPROVALS FROM THE UTILI > �14 SK 05 UTI z V) 3. CONTRACTOR SHALL COORDINATE ALL CATV VALANCE ail TO EXI T'G. LIGHTS 3-1 YZZI 0 CONDUIT ROUTING WITH OTHER TRADES PRIOR TO 'EXHAUST R SSING ROUGH—IN TO DETERMINE ROUTES THAT WILL 8#-6 1/2* 7'_5 1/2*' 20'-2" 3: NOT INTERFERE WITH OTHER TRADES. BEDRCOM=j u BATH— MATJST- ELY & RO IRROR OR CLO FAN D E3ATH 2 BEDROOM—�* EXISTING �1 3 SYSTEMO 0 TEL. PROVID t DECK 4. LIGHT SWITCHES SHALL BE MOUNTED 48 W N�. -77--7 WT 10 v— INCHES ABOVE FINISHED FLOOR TO CENTER LINE �3 SKYLIGHT OF DEVICE. rl 9 OWE DRO 'D CEIL DROP CEILOG Q 5. RECEPTACLES SHALL BE LOCATED 18 0 t EXISTING WINDOIS 6 /2* 5'-2 1 2` CAS INCHES ABOVE FINISHED FLOOR TO CENTER LINE �D5 SKYLIGHT LupHT VAL—N—M 4CE CATV EXiST'G WIN. OF DEVICE, UNLESS OTHERWISE NOTED. MIRROR 104 FIXED GL 41-0m ------ ESSI G— 6. EQUIPMENT SHALL BE OF MATERIALS UNFERCTR_J SUITABLE FOR AND NEMA RATED FOR THE ELEC. WATER ENVIRONMENT IN WHICH THEY ARE TO BE SHELF & RO HEATER-30 AND/ PISCOI` N _9" INSTALLED. W��_� r7�� N OR CLOS C GALLON MIN. %NET W1 URI MIRROR ABOVE� 7. VERIFY EXACT RECEPTACLE CONFIGURATION 12 17 FOR RANGE AND DRYER RECEPTACLES WITH 4'- X 4' CONC. EQIUIP. PAD EQUIPMENT SUPPLIED. VERIFY SIZE W1 ,,,Ze 13'-6' A/C SUB W-10 24'-11* 8. CONTRACTOR SHALL COORDINATE ALL 64'-100 MECHANICAL EQUIPMENT CONNECTIONS WITH MECH. CONTRACTOR AND EQUIPMENT SUBMITTALS PRIOR TO ROUGH—IN FOR EXACT LOCATIONS AND NEW CONSTRUCTION EXISTING RESIDENCE PLAN NEW EXTERIOR WALLS: 2 X 6 STUDS 0 16" O.C. REQUIREMENTS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. LOCATE ALL DEVICES SO AS TO PERMIT ACCESSIBILITY AND OPERATION BY N-E,C. .1/4d V-0 NEW STUD PARTITIONS: 2 X 4 STUDS (D 16" O.C. EXISTING WALLS & PARTITIONS THAT REMAIN � 13 ft 9 N I -tc L4 10 .Yw_,C�Lv 40 T k,- j ob, Inc, 9806—A'. drawn. NEW EXISTING ROOF ROOF FRAMING VRAMING 63'-0* c.kd. 8'-7 1/4* 42'-10 3/4- 16'-6* CB issued 3/7/00 NEW jmET L NEV MVAL STA�DING S M ROOF 0 NEW 5/E " P YWCOD DECKING OVER EXISTI �r OOF �TAN ING��'t�m OOF OV R .5 RAFTER 3 E� T F LYWOOD D /014C. OVER 2 6 rOO� F AFT RS 4 1 (4) SIXY IGHTP, RIPGE '� ROC F C P, --ON'T. A!S PECIFIED C/ 28* X 2 Li L LU CL amp RID E RDOF CAP C N'T ago FLA HING ALL., La I I I ARO )ND, TYP. UJ FLEXIBLE co XTERIOR AILL BELJW SHEET W ROOFING f ul-L' T-- 32'-3* NEW, F LASHNGr AROU Z CAP, C NT UIDU LL) LL) >2; 0 (CONTR) MAY NISTING7 RICKET awl NEED GUTTER �.CHIMNEY 0 0 co HERE Lj T [L� uj C)f Lj LL. ROOF ROOF 0 C)" SLOPE FRAMING NEW EXISTING FRAMING 10 Pi 39'-1 12'-0* 27'-1' PITCHED '�---VALLEYS/ PORTION OF EL ROOF—, -� 0. 0 0 FUSHIN AL. AR --- /I 1\ I FLEXIBLE SH > . 44 F ROOFING 0 Z ' S�YLIG T X 28' X a" " .,\1 j Li Z Z H DGE CL > C�N'T. RID E ROOF CA� Lj L 71 _LL—�---L Lu cn NE L COD RO( P" N L Lj S NDI G EAM ROCIF OVER 5/8" P Vo D L�W C DFCKI �G FLAS ING ALL 4ROU D. T(P. OV�R 2 X 3 R OF RAf ER 2 X SKYLIG T X 28* IN —F 16'-4* a-2 7/8' 11--6 3/4' 14--5 1/2- -9. 3 cl 38'-0" E ROOF PLAN 1/4' - l'-O Y f 13, kilt 0 r� no'. 9806—' A, drawn NEW CONSTRUCTION EXISTING HOUSE NEW CONSTRUCTION EXISTING HOUSE CAD ' ; CONTINUOUS METAL R F CAP, TYP. CONTINUOUS ME,� CAP, TYP. SKYLIGHT KYLICHr --SKY_IGHT KY1I HT ckd,, N N M CIN "EAM ROOF N W MFTAL STAN ING SEAM ROOF OVER NE�i METAL TAi EAM ROO1* 0 F_R 3 FELT, QN 5/8- D �. OV R 3 # P I LT, N V8* F LYW D 3 # F4LT. N 5/8' PLYWO)D OVER RCB-3-eo-oc OV R I X 6 R0017 JOISTS-- IEW METAL, STA�DING SEAM ROOF CVER CEILING HT OV ER 2 1 6 )or JOI TS E) ISTIN' ROOF JOISTS CEIu FIT _ELT, ON 5 8o OVER MODI IED PITUN EN 0# 1 IPL.YWDOD TI�GTOF JOI 00 NG. SEE OOF PLAN issuled H—J- 4 La u �'i J u j 1i z &JTIT� ' 3/7/0 .'. I r i V) T_ ry TL� _i�l 77 m-T_-i F T_--i m F-T r-T-1 7-771 7 1 T 1 L ......... t t @ MATCH EXISTING IA CEDAR SHINGLES SHINGLES EXISTING WINDOWS,,. CEDAR SHINGLr� JL_ REMOVE EXISTING TWTAII r 7 TO MATC H I DOOR & FRAME i�_,T`Ty TO MATCH IST'G WiNj REFRAME OPENIN EXISTING OVER EXISTING OVER I " I 'TY-VEK *TY-VEK* TO BE TWT, HOUSEWRAP ON CONTINUOUS WITH (D REMOVE EXISTING HOUSEW�P ON 11 1 - ,[-------------------------- 30#'FELT OVER IL�j� �I - �,1,�f BATHROOM WINDOW AND EXISTING WALL I - 30# FELT OVER ------ fl-Im"I'l WALL WITH NEW f 1/2- PLYWOO WINDOW. EXISTING WINDOWS EXIST'G DECK FIN. FLOOR EL Lu 1/2* PLYWOOD FIN.' FIL DR EL Ty REMOVE EXISTING REMOVE EXISTING WINDOWS 20.24' 20.24' T CONCRETE — - — - — - — - — - — - — - — - — - _r T_ I I 1 1 CONDENSER— LANQ#4jG�-AN___\_ F"S4_W4TK-r_E UNIT DESIGN OF STAIRS TO DOOR #2 TO APPR IMA E EXACT STEPS SHINGLES TO TCH :��N: lc� V BE DETERMINED DURING CONSTRUCTION E:V SIZE TO E GRADE EXISTING. Ix T_I J BY OWNER. E- I BY A/C CMU FOUNDATION, SUB L PAINTED. CEILING HEIGHT SHOWN, NOT SHOWING SOUTH ELEVATION DROPPED CEILING NORTH COURTYARD ELEVATION NEW CONSTRUCTION EXISTING HOUSE AREAS sc I I , I 1/4 1 -0 < 1/4" = 1 -0 EXISTING HOUSE NEW CONSTRUCTION W REMOVE EXISTING ROOF F G BACK EXISTING HOUSE NEW CONSTRUCTION L TO FACE OF EXISTING BUILDING. CONTINUOUS METAL Rq� CAP, TYP, CONUNUO US ME,� CAP, TYP. SKY IG T S mr, T NE M L S'4,,ID11 G SEAM OOF OVEF NEN META STAINDIN iOF VER �EW AETAL STA34DINI SEA R F .30# FELT, ON /8' PL OOD OVEF < 30# F LT. )N 5 '8 LYWOOD VER OVER 3 FELT, N 5 8" F LYWOOD ISTIN R OF OIST� NEW ETA STA DINC- S A ROPF EX I OV:_R 31 1# F LT, N 50. LYWOJOD CEIL' SKYLIGHT MODIFIEP B(I' MEN --i _0V R 2 )X 6 ROD TS VALLEY c III R(QFI SEE RO F P AN fl iz z 0 i-u- 13 u u 7�TL� �LT- u 0 -I F-T-117 F_ z V) V) EXISTING EXISTING,/ T_ EXISTING, 6 >_4 as 0i _T T-T- �LF- '4T' j: T-T-. 0 4 0 7 b _T. Z) CEDAR SHINGLES REMOVE EXISTING TO MATCH TO MATC Z / EXISTING OVER 43 . WINDOW SEAT & PATCH EXISTING OVER E W(z WD, EYENT > REMOVE E)XISTING EXISTING WALL. "TY-VEK" I 'TY-VEK* EXISTING WINDOWS BATHROOM WINDOW AND 71 FINISH WITH CEDAR HOUSEWRAP ON HOUSEWRAP ON RE-FRAME WALL TO BE TLFL�- SHINGLES TO MATCH 30# FELT OVER 7LT-30# FELT OVER It CONTINUOUS WITH EXISTING HT� IN�, FLOOR LL SHINGLES, LAIZ�01N(� OVER 30#FELT 1/2 PLYWOOD FIN, FLOC�j. 1/2- PLYWOOD 0 24' EXISTING DECK � AND "TY-VEK* HOUSEWRAP - _T FIN. FL OR EL. TIT77 0.24t CONDENSER T 20,24' - - — - — - — - — - — - — - — - — - — - — - — - - - — - — - TI F-T UNIT F1 F I I I I N, GRADE 0 LID EXACT z C(r 'IN. GRAQ A SIZE TO IT 0 B97 1) BY A/C CNIU FOUNDATION, SUB PAINTED. > 04 NORTH. ELEVATION SOUTH COURTYARD ELEVATION 00 1/4"t V-0 1/4 V-0 NEW METAL STANDING SEAM ROOF OVER 30# FELT, ON 5/8" PLYWOOD CONTINUOUS METAL R F CAP, TYP, NEW METAL STANDING SEAM ROOF OVER 2 X 6 ROOF JOISTS F--OVER 30# FELT, ON 5/8* PLYWOOD OVER 2 X 6 ROOF JOISTS Z, Z� ATTIC T MATCH NEW t1jkAT I I TO MATC H NEW G'X EL ATION EXIST ;�ST E EVATION �7 rl CEILING HT. CEILING HT. T_T_r 11 1 i IIT� _P�l TI-T I I T T_I I I I I I I I I 1 11 1 1 1 T7 T' TT T_ u TF TL CEDAR SHINGLES T_ EXISTING/� I _J .--I CEDAR SHIN ,L" TO MATCH I j I I TO MATCH AL.- L- _1 _1 VER EXISTING OVER F EXISTING Q I "TY-VEK' ? 'TY-VEK* HOUSEWRAP ON HOUSEWRAP ON 0# FELT OVER 0# FELT OVER 3 E) 3 ) EXISTING FIREPLACE 1/2- PLYWOO1 FIXED 1/2' PLYWOOD T I GLASS > I �4_ - FIN FLOOR EL. FIN. OCR EL F T I T T-1 1. 711 1 L-f I I f I I I I I il APPROX. DESIGN OF STA19S TO DOOR #1 TO 65 GRA DETERMINED DUJING CONSTRUCTION BY V NT- IN V NT- -- I OWNERL Cmu FOUNDATION,/ PAINTED. 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CAD _112w DRYWALL J, UG LIGHT VALANCE HT VALANCE �1 2 7 LT VAL—\ 1/2* DRYWALL- 1/2- DRYWALL DROPPED C�ILING _.__w�,U_Q�PPPED CEILING t _Q PPED CEILING < ckd. H. SH. H I I 'tzz: J. JHS. (7) 1 x 12 zmm7�_ t ,�:--!'t- 0 _MICR)WAVE 1� \,ii / PEN TO ADJ. SHELVE HALLWAY-1 E36OND :_'�- -5,�, I . � �_ I J___ C;� cp T ------- WD.-,FREN( CASE�MENT VAL _00 ul 'T I GRANITE CTR. msued --LIGH' VAL. kA IT 1�Lo I i V, LIGHT VAL. RANITE CTR. & BKSPL 4 BK31P IJ UN RY �11�, P) .[L-OUT SHELV 1 11 �, � i -.Ir PULL-OUT S�ELVES �WASHER DRYER I i WND ISHWASHE rULL-OU`T OL T RAFIT 2 X 4 ------- ----- REFRIGE�ATOR/FREEZEII < HEL' ?N (3 IxA,SE I X�4BAS E J moo s ZERO ue- PJLL i J. _4'-6 3/4' 2 2 7#-3* PULL OUT SHS. PULL OUT SHS. 146 CLEAR liz --f -4/ PANTRY KITCHEN 13 KITCHEN 4 LAUNDRY 10 KITCHEN ISLAND_(I� 318* - V-0, V-0. 10 Ix mama A low 1/2' DRWVALL LIGHT VALANCE 1/2' DRYWALL DROPPED CEILING a Ic DROPPED CEILING 1 X 2 TRIM\ TRIM ABOVE TUB ABOVE TUR 0 11' ttJ LIGHT VALANCE .. LIVING ROOM SAFETY POL, PL. MIRROR OPEN To FF MED. CAB 4 '4 GLASS 7 CORIAN" COUNTERTOP, & T I T I 1/2- DRYWALL @) rt-t C', L__J �4 4_� SEE DETAIL C/4 FOR 7_ 7 NOTE; 1/2- DRYWALL FRAMING REQUIREMENTS OF WINDOWS JACUZZI TUB 1 X 4 BAS E,,\ "��Uzzl Ty� (4) 1 X 12 ADJ. SHELVES 6 BATH -3 7 BATH -3 BATH �3 KITCHEN lo 3/8, - V-0, 10 318' - V-0* 0 ............ 0 1/2- DRYWALL-- 1/2- DRYWALL 1/2- DRYWALL 14 Jz y DOWS EXISTING WIN P-P > NEW CHAJR RAL NEW CFAR RAIL\ % __J > EXISTING WINDOWS EXISTING FIREPLACE NOTE: EE DETAIL C/4 FOR I X 4 BASEBOARD—\ BASEBOARD TO MATCH EXIST'G.—,,,, 1 X 4 BASEBOARD—, FRAMING REQUIREMENTS OF WINDOW BEDROOM -3 io BEDROOM -3 ___� J11 LIVING ROOM 12 3/s, 10 10 10 L —1/2' DRYWALL--- —.-1/2* DRYWALL--- 1/2" DRYWALL 2() 1 x 2 TRIM, CON'T.--\\ /-1 X 2 TRIM UGHT -T. T T 7 1/4" PIOL, PL, GL. MIRROR EXISTING WINDOWS @) MED. CABINE, "CORIAN* COUNTERTOP NEW CHAIR RAIL AND BACKSPLASH & ILAV 4'� co 1 + 4 NEW CHAIR RAIL\ 7 � A.— > 25 JACUZZI TUB ter) "T_ 1 X 4 BASEBOARD 1 X 4 BASEBOARD Z.- I X 4 BA!SE BEDROOM -2 BATH -2 -2 14k" �1 35' BATH 3/8* - 1*-0' 10 3/3' - V-0* 3/8' 1*-0* -2 1(3 BEDROOM f 9T T4 4U N iD 4 T-T job hoo NOTE: NOTE. SEE DETAJL C/4 FOR DROPPED CEILING SEE DETAIL C/4 FOR dra' wn FRAMING REQUIREMENTS FRAMING REQUIREMENTS OF WINDOWS AROUND WINDOWS EXISTING WINDOW NEW SINGLE HUNG NEW SINGLE HUNG WINDOW TO MATCH EXIST'G. WINDOW TO MATCH EXiST'G. 1/2- DRYWALL-- ...........[- , li NEW SINGLE HUNG ckd. WINDOW 'TO MATCH EXIST'G. N EW CHAIR RAIL NEW CMR RAL NEW CHAIR RAIL 00 RC B Ir issued I X 4 WOOD BASE 1/2" DRYWALL--- .-1/2* DRYWALL-- 3/7/00w I X 4 WOOD BASE', 1 X 4 WOOD BASE., 13 BEDROOM -1 BEDROOM -1 BEDROOM -1 19 3180 V-0, 318' V-0, 318. V-(O. 11 0 4- NOTE: 7 1/2* DRYWALL SEE DETAIL C/4 FOR 0 FRAMING REQUIREMENTS OF WINDOWS DROPPED CEILING 1/20 DRYWALL 40 (12 1 X 2 TRIM EXISTING SLOPED CEILING saw UGHT �ALANCE ZDROPP'D CEILI� G NEW SINGLE HUNG x > WINDOW TO MATCH EXIST'G. M �ED CAB. - CLOSET "SYSTEM TO BE OET. 1/4- POL. PL, GL. MIRROR 1/4" POL. ac PL. GL. MIRROR cl tl BY OWNER DURING CONSTRUCTION I GRA 41TE COUNTERTOP OPEN TO LIVING ROC*A NEW CHAIR RAIL, BKSPL & - 1/20 DRYWALL NEW CHAIR RAJL fT (l T I 4- 00 4;1 +4-t- L ---t t < ... T,-Ir 1 --1/2" DRYWALL- 1 X 4 WOOD BASE 1 x 4 WOOD BASE 1 X 4 WOOD BASE p I N lllfiFNOWWAlt�S BEHIND SHOWER 11 1/4' 1 K6 0 3-1 1/4* A� BEDROOM -1 20 BATH -1 DRESSING-1 22 HALLWAY-2 41-3m V-0, 2$--60 2-6* 1, S-0- (VERIFY) DR��D CEILING (VER]FY) 2'-Bw 1/2* DRYWALL-- 7-- v TEMP. V) T7- WETY GLASS 0. LLI 7 /J! 5 1 Ot- *Cf 0 7 T 7-4 TF NEW CHAIR RAIL zp- WD. SINGLE HUNG LOUVERED VENT, SEE WD. SINGLE HUNG WD. FRENCH CASEMENT MECHANICAL DRAWINGS FOR SIZE > WD. SINGLE HUNG WD. SINGLE HUNG WD. SINGLE HUNG Z. z C) 0 1 X 4 WOOD BASE NOTE: ALL WINDOWS WINDOW ELEVATIONS HOLLOW CORE FL. FRENCH DOOR HOLLOW CORE FL. 0 REQUIRE SCREENS WOOD DOOR WOOD DOOR WITH LOUVERED VENT 0-4 NOTE: FIELD MEASURE ALL OPENINGS & VERIFY WIN. SELECTION WITH OWNER BEFORE ORDERING ANY WINDOWS DOOR ELEVATIONS HALLWAY-2 Z, FINISH SCHEDULE DOOR SCHEDULE TYPE JAMBS HEAD THRESHOLD REMARKS SPACE FLOOR ' BASE* CEILING E. WALL W. WALL S. WALL REMARKS NO. F SIZE N. WALL 8/12 DRYWALL 1 S X r X 1-3/4 FRENCH INSULATED SAFETY GLASS BEDROOM -1 WOOD 1 X 4 WOOD DRYWALL DRYWALL DRYWALL DRYWALL WITH SWEEP STRIP 1 X 4 WOOD 2 INSULATED SAFETY GLASS DRESSING -1 WOOD DRYWALL 2 X x -r x 1-3/4 FRENCH WITH SMElEp STRIP DRYWALL DRYWALL DRYWALL DRYWALL "OUROCK" BOARD 0 3 V-6. x T x 1-3/4 H.C. WD. FL. NIA WITH LOUVERED VENT BATH -1 WOOD 1 X 4 WOOD DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL ALL TUB/SHOWER AREAS 4 2'-6' X 7 X 1-3/4 H.C. WD. FL. N/A HALLWAY -1 WOOD 1 X 4 WOOD _ DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL 5 IT X -f x I- N/A X 4 WOOD L DRYWALL DRYWALL DRYWALL GLASS 3/4 H.C. WD. FL. HALLWAY -2 WOOD DRYWAL 1 X 4 WOOD DRYWAL-- BEDROOM -2 WOOD L DRYWALL DRYWALL DRYWALL DRYWALL 6 T x 7 x 1-3/4 H.C. FL W NIA L DRYWALL "DUROCK* BOARD D. BATH -2 WOOD I X 4 WOOD DRYWALL DRYWALL DRYWALL DRYWAL 7 s x 'r x 1 3/4 H.C. FL. W— NIA ALL TUB/SHOWER AREAS DRESSING -2 WOOD 1 X 4WOOD DRYWALL DRYWALL DRYWALL DRYWALL Y X 7 X 1-3/4 H.C. FL. WD, NIA DRYWALL LIVING EXISTING WOOD 1 X 4 WOOD DRYWALL DRYWALL 7-DRYWALL DRYWALL 9 S X 7' X 1-3/4 H.C. FL WD. N/A DRYWALL RE-FINISH EXISTING FLOOR 10 X X T X 1-3/4 H,c. FL. wD. N/A OCEAN ROOM EXISTING WOOD X 4 WOOD DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL RE-FIN)SH EXISTING FLOOR WITH LOUVERED VENT BEDROOM -3 WOOD I X 4 WOOD DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL 11 2'-Ir X 'r X 1-3/4 H.C. FL- WD. N/A I I . .1 WOOD I X 4 WOOD DRESSING -3 DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL 12 T X T X 1-3/4 H,C. FL. wD. N/A 13 2'-e X -P X 1-3/4 NIA POCKET DOOR BATH -3 WOOD 1 X 4 WOOD DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL "DUROCK* BOARD 0 H.C. FL. WD. ALL TUB/SHOWER AREAS 14 2'-87 X T X 1-3/4 H.C. FL wD. NIA POCKET DOOR PANTRY WOOD 1 X 4 WOOD DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL Y X -r X 1-3/4 H.C. FL. WD. NIA BREAKFAST WOOD 1 X 4 WOOD DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL 15 Y X 7 X 1-3/4 FRENCH 8/12 INSULATED SAFETY GLASS KITCHEN WOOD 1 X 4 WOOD DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL WITH SWEEP STRIP 4 -TY CLASS y x r x 1-31 8/12 INSULATED WE LAUNDRY WOOD OD DRYWA 17 FRENCH WITH SWEEP STRIP J 1 X 4 WO LL DRYWALL DRYWALL DRYWALL DRYWALL 8/12 T X -r X 1-3/4 FRENCH ITH SWEEP STRIP INSULATED SAFETY GLASS 1 X 4 EIAS E SHOWN. OWNER SHOULD SELECT EXACT BASE THAT IS DESIRED AND RUN IT CONTINUOUSLY THROUGHOUT HCUSE. FF T� tR4,'J ? b n'o P L Y,,V 0 9906 ovo oc 3,0 4. r z L r 4 e 4 Tit! Af rA4 C00ir ;;7 XP A V '30 0 FI-1 r Vvtre dra . 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A:5 t-1.1 r WO ljo vesc ---------- k- C -IX3 /.is r al Yr,41 11C 44 -- ---- 1w z v 6,,'1 c-4 4 1,14 e r'. Z' K11 -A L),q a CA d Ap-ove C,40. 4) D�7P. X-4 .0 4 //z �e A 5 4 140 �QRA'veveX V4 12 91.. P4.ArE 4 5A E . DE - E b 16r L, 6�. r1l T. , D E r. 4T. VALA"CE //V eA ol,5 C041N � fe VE T' ' Pu CAB / /U I'A VA TO R Y 95, T. o" 1\�2 F F 5 - X? r. 5 Y2 7 dam '4 A i t, Tj q 21 Illy job no, 9806-A drawn NEW CONSTRUCTION EXISTING RESIDENCE CAD. 5'-5 1/2w 17'-2 1/2* 7'-3 1/2' 7'-7* 20'-5 1/2* J ckd. N R C B n L;4M HD2A HD2A HD2A d Issue 3/7/00 ---------- L------------- 10 1/2" PLYWOOD /SHEATHING UNDER V PANTRY DRYWALL �l HD2A DRESSING-3 13 KITCHEN m Ix EXISTING 0 \\�3 1/2" PLYWOOD 1/2- PLYWOOD SHEATHING UNDER DECK 4- 1/2- PLYWOOD SHEATHING DRYWALL SHEATHING UNDE BATH-3 BEDROOM-3 60 DRYWALL UNDRY l ADD 3 1/8* X 10.50 GLU-LAM HD2A 0 BREAKFAST BEAM UNDER Ff SHEARWALL some ---------- ADD 3 1/8- X 10.50 GLU-�� HALLWAY- 1 /HD8A HD8A BEAM UNDER H L D2A SHEARWAL f�f_f ac \-1/2* PLYWOOQ_�- HD5A 0 SHEATHING UNDER HD2A 5--a 7/8' 14'-9 1/4* DRYWALL V) 3'-10" 12'-6 1/2' W 0 NEW CONSTRUCTION EXISTING RESIDENCE ------------ - ------------------------------------------------ 33'-3" 17'-3 1/2' 23'-11 1/2* L U 'JOP OF EXISTING OVLOOR EL. 20-24' 4C-4 LO N ROOM LIVING OCEA LO C-4 Ql� 0 NEW CONSTRUCTION EXISTING RESIDENCE Ln 0 z 0 0 --------- ------------------------------------------- --------- C? 19'-7 1/2' 20'-p 1/2' 1/2" PLYWOOD 7- SHEATHING UNDER D5A DRYWALL 0-4 HD2A HD2A HD2,A 1�14 HD8A /HD8A lHD5A 0 0 c)7�777—IT --------- -_i�� __. - ADD 3 1/8' X 10.50 GLU-LAM BEAM UNDER HALLWAY-2 > SHEARWALL HD5A D2A I I cl ) HD5A 1/2" PLYWOOD SHEATHING UNDER DRYWALL ell DRESSING-4 20'-2' BEDRO OM- 1 U BATH BEDROOM-2 't� EXISTING HD5A DECK BATH-2 HD2_A T < HD2A HD2A HD2A ci 7 J 1/2- PLYWOOD N . DRESSING- 11 SHEATHING UNDER� I DRYWALL NOTES: PLO ------------------ --- D5A 1 . U T H 1 O,d NAILS 4 SE 1 /2" PLYWOOD SHEATHING AT ALL SHEARWALLS, NAILED Wl L 6" O.C. (9 PREIMETERS & AT 6: O.C. AT INTERIOR STUDS, UNLESS OTHERWISE NOTED, 4f-9* 2. AT SHEARWALLS NOTED WITH ASTERISK, NAIL PLYWOOD SHEATHING TO STUDS i 0,-o* 5$-4* 24'-Il* WITH 10d NAILS (9 3" O.C. AT PERIMETERS & (9 6" O.C. (9 INTERIOR STUDS. 3. EXTEND ALL INTERIOR SHEARWALLS TO ROOF DECK NAIL ROOF DECK TO TOP STUD WALL WITH 10d NAILS @ 3" O.C. NEW CONSTRUCTION EXISTING RESIDENCE NEW 2 X 6 EXTERIOR STUD WALLS (9 16" O.C. WALL & HOLDOWN PLAN SHEAR 4. USE SP6 STUD PLATE TIES @ TOP AND BOTTOM AT ALL SHEARWALLS. p 0_0 RTITION 1 /4' 1 NEW 2 X 4STUD PA S @ 16" O.C. 5. ALL HOLDOWNS SHALL BE MANUFACTURED BY THE SIMPSON CO. OR EQUAL. EXISTING WALLS PARTITIONS THAT REMAIN SHEARWALL F�-5 1/2 Ll H D,5A PROJECT No. 02 06 M, T 2001 N E W R E S I D E N E I�ZO 1/4 p = 11 - ow UNLESS NOTED OTHERWISE F 0 R Alto- 133 BEACH AVENUE ATLANTIC BEACH , FLORIDA 32233 'Ilia GENERAL CONTRACTOR CUSTON BUILDERS cn 901 210 — 2030 ftwom ct) NA N��Cy �� C11 r uj Lu d) Lu Lu u- ZE oul < u- LLI v CID L11 LL ;z Lu c) .liq En Tr-I LLI LL 1 1 iL UJ < \V, LU LLJ a n Z -< C-4 C,4 Z I,- ck K) C-4 T7U w 'uj, L:an o< ONO T— ........... LL co z LCL Lj ig ur) 0 J Ld lcoll -j V) 00 UMLn m to Y- 0 q A T L A N T I B E A C H E L E V A T 1 0 N < I N D E X T 0 D R A W 5 SHEET NUMBER SHEET TITLE 1. FRONT ELEVATION - COVER SHEET DATE 9-23 FIRST FLOOR PLAN DRAM R A C SECOND FLOOR PLAN ROOF PLAN LREMSED XX-XX-XX ELEVATIONS AND SECTIONS SIDE AND REAR ELEVATIONS SECTIONS FIRST FLOOR ELECTRICAL PLAN SHEE SECOND FLOOR ELECTRICAL PLAN 9. 10. SITE PLAN C PROJECT NQ GENERAL INFORMATION AREA CALCULATIONS DIMENSION NOTES 02 06 INTERIOR - HEATED EXTERIOR ALL DIMENSIONS USED ON THIS PLAN ARE BASED ON THE FOLLOWING- COPYRiCHT FIRST FLOOR 3351.218 S. F. 2001 PORCH 598.222 S. F. k EXTERIOR CONCRETE BLOCK WALLS 10, SECOND FLOOR 3313.014 S. F. EXTERIOR WOOD FRAME WALLS BALCONY 598.222 S. F. SCALE TOTALS UAI.292 S. F. 119L441 S. F. INTERIOR WALLS I - of INTERIOR PLUMBING WALLS 4 1/4' = I GARAGE 49LI12 S. F. ENTRY 113.161 S. F. UNLESS NOTED OTHERMSE SLID TOTAL UNDER ROOF 13 63.144 S. F. 1309.01 5. F TOTAL SQUARE FOOTAGE 8413,315 5, F. ALL AREAS ARE CALCULATED FROM THE OUT511DE FACE OF THE EXTERIOR WALL 5� CRO55 CRO55 TO THE CENTERLINE OF AN INTERIOR WALL. It OPENi SPACES, IN FLOORS. ARE NOT INCLUDED. SECTION SECTION H ,VBO "A" 1,-2, 7-10" 1'-20 991-01 4f-90 -30 10'-5' 4WWW LINE OF GANOPY STCOP.'' LOID FIXIiGLASS I .. . . 4 30 19 SH WITH VE T. MULLS PR 3 10 SH FIR 30 40 SH 30 1 SH !='7 41HI11111111111111 M111�111111MIII'JL L 77, 77711!!fflM11W11 ........... 7F I I - 17t 77 28 5 1-R --- SHR EE O ;r. �s 1 -1 co I ED I I > a, REFR. 1 < I TRASH 1 -.1 8,-8- u Lu z R 16 DISH SINK 4 11-9 \p WASH DISP COMP I _r I I If I T Q0 I U.) T ------- T 30 T _4 141-21, I < I I -, IN LINE OF SLOPED T I UJ CEILING ABOVE t= I �r 00 60 1 Mao WIC 10 NOOK CL I =0 cx PANTRY I U1 <0 Lu I Lu ce > cr :e C" U-1 3#-Ilv 0 Lu u I :z 0 0 1 SOUTH MASTER ta ta I < I I m< _71 i__ -1 1 u In ta <-4 ---- -- ----- L _j BED ROOM (L Ln Lu 5 1 R \30 Lu ix un cn U cy ir = a- I I 1H LU:r 0 - S I R N< ------ qr a I 0-SH KITCHEN 30 UTILITY 2 CAR G 0 < u r- 4 28 28 DBL CE C4 .1E11 IMI OaLn 1 1 150 DEEP WALL CABS OVENS C REFR. ------- MACH Lu .4 O_ < Cr-------- ------ ---- CL- 0 30 W -4 HALL -5 1 R CL 77777777 20 20 ---- ------- HM:MIM 40 CIO --- 30 10 5H STORAGE ------------------------------------- 10-90 CLG. HT V-10' 22'-Om UJ LU naLn m_�5 m CL t��a O=i Lu 0 �n4 LU O_ GARDEN AREA Zn U 5 A X, x In X' ta DINING > r 180 80 OVERHEAD DOO < X X� A ;r Lu &L De Lu OCEAN ROOM STOR I I Lu Lu 30 80 U- C141 :r C14 PANEL Lu co Zia cz u < i-n . PORCH 5 R oul < LL Lu I LIhE OF PENING u 60 CO AE OVE 77= 30 FRIV U) uj g OU ad LLJ LLI U U). ad q :� i tn 3'-10' 3'-10' 51-4,1 uj 10, tt 41' r-2t < LIr___j_ cz 12' PRE - FAB T X CL a-. zr Z u') U7 GAS FIREPLACE W1 FOYER co Zw MANTEL AND HEARTH SLOPE WALK FROM ui Lu ENTRY' xQc) -A 0 .I ENTRY TO DRIVEWAY GARDE 4 AREA < > uj =�x x u WALL LEGEND Lu Z< _3o HALL V < L 8' CONCRETE BLOCK ;z -- ---------------- WALL WITH 2' FURRING u. LINE OF TRAY CLG. 30 co F1 (k , D �_Lw ---41 FF 11 9 ta au 2 LLJ %_ ne= I 000= V WOOD STUD WALL z 0c,I CN u 0 5 1 R x 000 1 Z 0. 0 b V) 04 at- 0 10 uc ul- T 4" WOOD STUD WALL z a- POWDE T in Z W. ui OR 0 _j M R( C WI CO ROO LIVING NORTH MASTER I I GARDEN AREA co x BED ROOM x cn M < cn X _=<W n� Z In�-i_ X, a. Ld 0 .1. 00 uj (7) Z V) cr) BATH m 0 X, c1n a u') 20 L-- --------------- co 14 3,0 80 FREN CH DOOR XL_ MIMHI� ........ ........ ��WM�WiM 77T7 F�H IMMMI� 11M Mh j�HMi ............ 7 - I :1 1( 30 19 SH 1 1130 1 ISHI I I 1 30 10 5H DATE 9-23-02 DRAWN R A C _T 4#-I'v I ' 4'-W I I I REMSED XX-XX-XX T I SIDEWALK 4'-10' 3'-0' 30#-4# T T SHEET 101-L 11 11 PE LAj 11 11 1 CROSS CROSS SECTIONIE hl - SECTION A 6 1 "Ap #B* OF 10 F- I R 5 T F L 0 0 R P L A N" "' � 4 1 Cr 30 Liu 30S V2 0 2 STO <r 30 1 GE 9 L11 FRO 02 06 SCALE 1/4 a = f - of UNLESS NOTED OTHERNSE IA CROSS CROSS p— fil �l 6 i, SECTION SECTION NAO ililln gi. 4f-ga 110-20 251-91 3 2'-3' 6010 Fl�< GLASS 30 SH WITH MVLLS PR 30 qO SH PR 3� 40 �H 0 1 1 4 H .71111 1�11 - – m§1 -7 .. - -------------- 00 ---------------- DOI JN 0-0. > 40 20 wic �rR 14 cho 30 24 KITCHEN T 20 A C u wic Lu I I CIA < ww <CL Q < u- STORAGE 30 Lu BED ROOM SOUTH MASTER Lu De < DINING uto AC 30 tn BED ROOM Ln 5 5H ri Lu W 30 061- 30 U LL -j 30 LL 90-011 mn 2#-20 /3-17 131-51, 3#- 13'-0" 4`1141 3 O� 01 ;r Tj -2' .' T' T TIP-10 T CL VEST 14ALL LLI cr 71MIW�lh F, PR 20 li�m�lmm wm Lu X X PR 30 LO SH X x ------ FLOOR TO CEILING BOOK CAS�S - SEE ELEVATION DOWN 30'-4* ----- ---------- ------- Lu => En LPANG C) 7 < < LL 0 U Ln w- LL 4w Lu uj 30 D SH PR 30 40 SH ae F- C14 u��- X j-2 1 U-) >( u uj < CL Lu >- HANDRAIL X -- x SITTING LIBRARY 17-2 X' . 0 o Q�Lu Lu uu,). C) Lu lu < => u NOTE: Zn 5TRUCTURAL ENGINEER TO Ge EXPECT VERY HIGH FLOOR u LOADS IN THIS AREA aa� 1 1 LU uj uj < ------------------------ ----- ------- --—--------- FLOOR TO CEILING BOOK CA 5 - SEE ELEVATION < > Lu < PR 20 ME ELEV ul xx WALL LEGEND N AC X: VEST NORTH MASTER m I I I I I I I I I I I I I JT77- I I I I I I -LLL 8" CONCRETE BLOCK ucn BED ROOM x =w- 11 WALL WITH 2' FURRING Lu Lu ix 04 Ld lu z < u x X� 0 C%4 -------------1 C WOOD STUD WALL 77777777=, 77,= z x cli 0 < Lu X' uj x x z La 0 CL V) z X� LLJ -i x 4' WOOD STUD WALL OLL m x LLJ N X, _j WIC I x 0 < > Lu Cc V) Z ,* > PR 16 < 0 0 30 W 0 V) Igo- M Z �0 u 0 X 4)< K 5 x X, X. - - -------- x 0 I Ill777,,777liljllljll�d lll�� 111! ill Hll�ll 30 0 SH 6010 FIX L�S WITH MUI 11 DATE 9-23-02 DRAwN R A C 1121-4011 1 REMSED XX-Xx-XX T T 3*-0" 301-1 T ......... 102'-Op SHEET CROSS CROSS SECTION SECTION= "Be 10 5 E C 0 N D F L 00 R P L A R"- OF Z Z 0 C u ?:OJEJ C' NO' 96 YRI T -Gr ITED �01 20 20 V30\\L_ 730 30 3 ON 30 41 2 -107' X3 - PF Lu SL—V— Z U C 0 30 E N E R A L N 0 T E 5 PROJECT NO. ALL ROOF SLOPES TO 13E 5/ 12 02 06 2. ALL ROOF-ING TO 13E METAL AS PER SPECIFICATIONS COPYRIGHT 3. ALL EXPOSED METAL TO 13E PAINTED 2 0 0 1 I. ALL ROOF OVERHANGS - UNO AT HIPS -------------- 2'-0' SCALE 19 ON 5. PROVIDE CRICKETS AT ALL POINTS 1 1/40 WHERE VALLEYS RUN LEVEL UNLESS NOTED OTHERWIS�JE (a. ALL WINDOWS AND DOORS TO BE SURROUNDED BY 4' BANDED TRIM. PD 1. ALL SOFFITS AND FASCIAS TO BE COVERED WITH ALUMINIUM OR VINYL AS APPLICABLE. (N�) a. ALL WINDOWS AND DOORS ARE TO HAVE A §38811-HO CROSS CROSS MUNTIN5 AS DETERMINED BY OWNER q j I. Z' SECTION SECTION Hgl! dj�jl 9. ALL WOOD FRAMING TO 13E SPF GRADE, UNLESS *AN IN CONTACT WITH CONCRETE OR AS NOTED AND z it a. z 1 1111 THERE TO PT # 2 5YP. PLATES TO BE PT 4 2 SYP IF �%M a REQUIRED BY LOCAL CODES. IMMI-6 ic 3Z.. x1d OMM nafl LL uj T-T I uj Lu ILL CL LL-- Lu cr SLOPE SLOPE Z: Lu T ROOF ROOF SLOPE ROOF W � u- IL Ll U. SLOPE SLOPE SLOPE u- ROOF ROOF R -0 F uj < �L Lu \x co u ul F- a- LL uj < cn rn < Lu Lu < oe ul > F, Lu SLOPE ROOF 3: < co LLJ 0 L-4 Z < C'4 0 04 Z F- = " 04 1-41 0 U Lf) < T-T I la Z �:c lw -4 c Ld ot In -j < C14 z -j m lu % V) Z q. (L XL LLJ q 0 0 V) 0) ED YC 0 L) 4-1 < 11 if 11 T-TT— DATE 9-23 DRAwN R A C REVISED XX-XX-XX SHEET 102'-00 CROSS CROSS SECTION SECT(ON= 'A' "Bv OF X 10 u ILI R 0 0 F P L A N r r PROJECT NO. 02 06 SCALE METAL R OFIll,G UNLESS NOTED ET RC GFIN OTHERWISE 4 J-1. ffz IT11 I I I I 1 1, H Egg T-L J I J� �4, I I Jill I 1 11, 11 11111 - ml. 1111 1 1111 F I 11 1 111 - 11 1'1'''1 4 III 111H� I IT' I I I 'd 11 111 1 1, F==) M TAL RO FINL I I I I I I I I.I I I.I I I I I I 1 11 -1 111 1 1 1 1 1 1 1111 1 1 1 11 Ili III I L I I I I' l I A 1111 1 1 . 11 11111111 IJI I I I III 'I, I 1 11 T, r 151MTE I Y T-I I I r 7LT- Lu A 00 I l III Ilill- -1 --- 11 ,1 111 1 1, 1 1 A T7 t'T-rt. LEI WE -4744�i `1 7,1 11 1 1 =91 [-FIT HTTI�I I III III [ Th I 1 Ih I ui q, 77 > uj E 5 E L E A T 0 IN X < 35' BUILDING HEIGHT 0) 9 LL 0 U uidill - Lu ro METAL �ROOFING METAL ROOFING UJ C) P: Lu < METAL ROOFING Q -j Lu < uj TLL-, Ll Lu LL 1+7L- 7 T-�J-7-T7 lij 161 Lu IJ I < > I -VT-F-FTF71-T- � 1 -T-Tf III, I I < FTI 'I L U3 71 1 z a: '-7-FT- I Lu ING TIT-1� ,I. 1 11 711,11 1 :r U -TT r T- I I , I' III < II I III JII I il I I I I I I I Tt, Lu 44, CID i ,T I J11 III I 1 1 , 111 1 I -rl-'7T I I I I I I id, 71'1 1, [ T11 III F T LILL l lid 1 -4� i 77 T-T-7 I � j LL I �[ - -j I T i L.L I I iiii I I Hill Ili III IIII I, I I, I I III I T�- 7 1 -IF 41 Y�l TT ;7 1 1 1 Ti TY F I I 1 1, 1 1 IT III I c`4 i I, � , I �� 1 T�� t. � �,L 1 , ll� I I J I I I I, I Ii 11 ITT TI to 'T rl �1 , T I, Aim zq METAL ROOFING z 0 1 T, Lw M C) a: cc I 10I I 11 1-7 1 LiLL�j Z -J TiT rr I 0 T471 I �IT OVER CONCRIETEBLOCK w C.) ]KC T71 m V) 0) I COLUMNS T--+ 7 IT 1 0 Lu lu cr Tr 1 7 T.-I�r r 1,17-1 1 (L CL l I J l I I T-IFT-,. EEH 11, 1I I 7,�T l� T,7F71� _T7 TT�j 4 1 � � I I I I I T7' I ill 'I 'll, m m :ffi I I I � l I 1 1 , 1 1 Iil I I'l I III I ji , I 1 11 1 1 1 111 IY-jTLY I 'l 11 1 1 1 1 1 1 I'll 1 1 !111 1 1IT-1 I I I IFT �T I I I TI FT-- T I I IT. I L�� 3-02 I � I �-� I I I l I I�, I I I I 11, 1 1 1 � I L4 T- -4-�L 41 1 1 77 1- —JII 1 11 1 44 DATE 9-23 02 L JI I � 1 1, 1 1 - 74P 741 1 1 Tii-t� TT DRAWN R A C V14ED XX-xx-xx 5 0 U T E L E V A 1 0 IN SHEET OF 10 6 GHq!] L�4 'o NIL PROJECT 02 06 COPYRIGHT 35' BUILDING HEIGHT 2001 j SCALE 1/4* = 1 of UNLESS NOTED OTHERMSE METAL ROOFING METAL ROOFING METAL ROOFING METAL ROOFING glaillopi hi� I 5%44d I-TT-I I I -T F-IT I -Ti-TT- I--T I Lu T IL tg d - - - - - - - - - - - - - - - - a a x IX Hal 4r,*� ......-1 11 M TAI. RQ FIN METAL ROOFING I n n WOOD OVER PERGOLA CONCRETE BLOCK -30 COLUMNS Lu Lu 0- 0- C) a OVE E SHINGLES OVER CONCRETE BLOCK Lu (r 7 Lu ............. N 0 R T H E L E V A T 0 N lZ LL U auj < u- Lu PRE ENGINEERED TRUSSES AT 24" 0. C. Ul u Z: Lu 00 < Lu < (z UJI LLI Lu UJ < SITTING LIBRARY 3: <u Lu HAND RAIL HANDRAIL PRE ENGINEERED F=9 F==i w- TRUSSES AT 210 0. C. CA zw a< C14 IV JOIST AT IV 0. C. z Oo:: clo" ta " N 00 m Z =' Luo z a! V) -i 0 co 04 03 ;� IV) z -t A < 3 0 0 w 0 ul ol MZQY- " 0 0 ta OCEAN ROOM OPEN TO DINING t DATE 9-23-Q2 DRAwN R A C R MSED XX-x SHEET L C T 0 T H E 5 0 U T H 5 E C T 1 0 N L 0 0 K I N OF 10 PROJECT NQ 02 06 COPYRIGHT 20011 SCALE PRE ENGINEERED (DI Ile = I I oil TRUSSES AT 210 0. C. UNLESS NOTE0 PRE ENGINEERED OTHERNSE TRUSSES AT 24' 0. C. LIKE OF SECOND FLOOR CEILING -wag C) az,6j-� HALL 31-8m 9'-2* ul, ALL TREADS TO BE 11" SECOND FLOOR LINE ALL RISERS TO BE 1 3/32' FLOOR JOISTS FLOOR JOISTS FLOOR J015TS AT 16' 0. C. IS lgiaiM ala LINE OF FIRST WOOD BEAN FLOOR CEILING HALL ------------- OPEN TO 11 El FOYER BEYOND 11 U.1 cl) FOYER 191-21 BEYOND uj co pQ Ln a -L— � uj 0 STORAGE < 01 1 — I j- cz co FIRST FLOOR LINE 03 C4 IL I - L hi : % - P-=1 I 0 SEE STRUCTURAL FOR DETAILS OF THE CONCRETE SLAB AND FOOTINGS IN TH15 AREA SEE STRUCTURAL FOR DETAILS OF THE CONCRETE SLAB AND FOOTINGS IN THIS AREA U C4 Z C'R 0 S'S' SECTION AT MAIN STAIR 5 E C T 1 0 N B L 0 0 K I N G T 0 T H E 5 T R E E T FOR ADDiTIONAL INFORMATION ON WALL AND CL/ ROOF MATERIALS SEE THE WALL SECTION UNDER THE STRUCTURAL DETAILS. LL� ALSO REFER TO THE SPECIFICATION SHEETS cn FOR ADDITIONAL INfORMATION. cy. u 10 uj < LL uj LL, U F- PRE ENGIKEERED LLI oo < TRUSSES AT 21" 0. C. __j rn 1-- UJI < (z LINE OF SECOND FLOOR CEILING LLJ Lu Lu > -4 Ul < LL u C) 3'-30 F— On SECOND FLOO LIKE W C-4 ---I--- C,4 Z C) N Z = 0 C14 00 CIV- - U-j C) C%4 z co co z LLJ x 0 L2 CC) -1 -1 -1 < --j �o I Nr W cq PROFILE OF STAIR —j PERPENDICULAR' TO SECTION 00 cr Lu -q- V) 0 Z 't Ne I 0 c) C) ALL TREADS TO BE II* ALL R15ERS TO BE 1 3/32' FTT� SHOWER OPEN TO GARAGE FIRST FLOOR LIKE L ATE 9-23-02 SEE STRUCTURAL FOR DETAILS OF THE CONCRETE SLAB AND FOOTINGS IN THIS AREA ORAV" R A C REMSED XX-XX-X CROSS SECTION AT MAIDS STAIR SHEET 5 E C T 1 0 N A L 0 0 K I N G T 0 T H E 0 C 41*�10 k,1 d, OF 10 PRO-JECT NO. E L E C T R I C A L 5 Y M B 0 L 5 EXTERIOR LIGHT FIXTURE SCHEDULE NOT ALL SYM13OLS MAY BE USED SYMBOL FIXTIURE TOTAL NUMBER WATTAGE AND TYPE OF MOUNT MOUNTING HEIGHT 02 06 OF FIXTURES TYPE COPYRIGH INCANDESCENT LIGHT FIXTURE CONVIENIENCE OUTLET - 110 VOLT LITEBOX 18 40 WATT YELLOW BUG RECESSED 11' OR 23' 2001 FL CONVIENIENCE OUTLET - 110 VOLT IN FLOOR MODE TBW - 15 WP CEILING FAN WITH LIGHT CONVIENIENCE OUTLET - WEATHER PROOF SCALE OG" CONVIENIENCE OUTLET - GROUND FAULT NOTE: 1/40 oil EXTERIOR SPOT LIGHT CONVIENIENCE OUTLET - 220 VOLT ALL LIGHT FIXTURES ON THE EXTERIOR SHALL COMPLY WITH ALL CODES. UNLESS NOTED WALL SWITCH OTHERVASE FLUORESCENT LIGHT FIXTURE - LAY IN WALL SWITCH - 3 WAY -------- ELECTRIC SWITCH WIRE FLUORESCENT LIGHT FIXTURE - SURFACE MOUNTED /2z\ SPECIAL ELECTRICAL CONNECTION �ey FT v] TELEVISION OR CABLE OUTLET EXIT LIGHT FIXTURE WITH ARROWS AS REQUIRED TELEPHONE OUTLET FL TELEPHONE OUTLET - IN FLOOR all f Id EMERGENCY LIGHT - WALL MOUNTED FC]: COMPUTER DECIDATED OUTLET z Fs-1 SMOKE DETECTOR - WALL OR CEILING MOUNTED FTH] THERMOSTAT - - - -- - - - - -- --- -- - - - - - - - - -- EXHAUST FAN >A WP z w 4R FE-11 UT GFI 0GF1 -- - -- - - - - - - - - GFI GF1 GF1 -(T�OGFI -tp L jGF1 DISP'---ll" - 1.6 A - - - - - -- QO ------------ Lu _j U j 0 A AL El ---------- WP -@vp Lu r- - - - - - - - - - -j E 0 Z �— �r 0 -- -- -- - uj -- -- - - - ---------- GFIo� - - - - - - - -- - - -- - - - - - - - - - - - - -- - - GFI A - - --- - ---- - -- -- - A 7(� -0 /--/7' 4D-- oFL uj < FL C) uj u- A --------------- we ---------- Q� u ouj < u- Lu FL m - - - - -- - - - - oFL owp u Ltj U. A ------ Lu -oz Lu =3 cid Lu > FE-11 - - - - - - Lu < - - - - - -- - - - -- U. x u < WP =t� Lu oo El 00 - - - -- - ------- - A oe RE2 LL1 0 04 z C'4 z 0 r14 CN- - - - - - - - - - - - - - C) 0 V) < 04 C-) Jco z 'o LLJ Cy- 0 -J _j < LL. ED Ld IN j Rp M < 5; A GF1 z La 0 C, 01 z 4 V) a) L - - - -- - - -------- - - - - < 01 0 FT A-It T ........................ A DATE 9-23-02 DR -R--A-C REMSED XX-XX-XX SHEET -TT-- I OF 10 -j �j F I R 5 T F L 0 0 R P L A N L E C T R I C A 4 0. 16 xv 0' TED IJE 0GF1GFI� —F6�10- All ell, �rsi,. ZLV�L LA PROJECT NO. E L E C T R I C A L 5 Y M B 0 L 5 EXTERIOR LIGHT FIXTURE SCHEDULE NOT ALL SYMBOLS MAY BE USED SYMBOL FIXTURE TOTAL NUMBER WATTAGE AND TYPE OF MOUNT MOUNTING HEIGHT 02 06 OF FIXTURES TYPE COPYRIGHT INCANDESCENT LIGHT FIXTURE 0 CONVIENIENCE OUTLET - 110 VOLT LITEBOX 18 40 WATT YELLOW BUG RECESSED 11' OR 23' 2001 MODE TBW 15 CONVIENIENCE OUTLET - 110 VOLT IN FLOOR CEILING FAN WITH LIGHT WIP CONVIENIENCE OUTLET - WEATHER PROOF 0 SCALE GFI CONVIENIENCE OUTLET - GROUND FAULT NOTE. ow 1/4 xv EXTERIOR SPOT LIGHT CONVIENIENCE OUTLET - 220 VOLT ALL LIGHT FIXTURES ON THE EXTERIOR UNLESS NOTED WALL SWITCH SHALL COMPLY WITH ALL CODES. 011-IERWISE �3 FLUORESCENT LIGHT FIXTURE - LAY IN WALL SWITCH - 3 WAY rin -------- ELECTRIC SWITCH WIRE FLUORESCENT LIGHT FIXTURE - SURFACE MOUNTED /AN SPECIAL ELECTRICAL CONNECTION �ey FT V] TELEVISION OR CABLE OUTLET UE EXIT LIGHT FIXTURE - WITH ARROWS AS REQUIRED FT-] TELEPHONE OUTLET oz FT]FL TELEPHONE OUTLET - IN FLOOR EIERGENCY LIGHT - WALL MOUNTED FC-] COMPUTER DECIDATED OUTLET SMOKE DETECTOR - WALL OR CEILING MOUNTED [T—H] THERMOSTAT EXHAUST FAN Q - - - - - - - - -- 000 -- - - -- -- - - - - - - - - �E I F1 GF1 j�D:[F- -1 G --"----1 1 GFI L -01- A T A Tj _j L Lu FI ------- - - - - - - - - - - - - - 13 uj J < - - - - - - - - �ey CL A Z: FT 0 G 4F, ,tll -� lll*'�- GFI > F c*4 of ------ F— f 7- u r Lu Cie - - -- - - - - - - -- - - -- -- - - -- -- - - -- - - - - - - - - - - - - - - -- -- - A u Lu fL < ui ....................... FL LL- A A cx U 0 uj < LtR- LL Lu —0. fo I LLj FL - - - - - - - - x u 0\' Lu 00 < in- ------ Lu A < Lu Lu - -- - - - - -- - - -- -- -- -- ---- -- - - - - - - -- - - -- - - -- -- -- - - - - - LLJ luI L-- - - - - - - uj < U < Lu �gy A LLJ n c'q z o< N - -- - - - - - - - - - Z OR pq cq 0 v) < N -tF)- (-) Hum 9 ONO ce HE (L Of 9 Z Q LVL J) 0 Z LL. cr- C) -uj x co -71 z th -4- A 00 1% Lu V) cr) ol z 3 U3 0 0 FT] Gil - - - - - - - - - - - - - -- - -- - - - - - - - - - - - ELI �rimLzzW—L arc,- DATE 9-23-02 URAM R A C I XX XX XX SED DXX-XX-XX SHEET 1101 1. .0� "..4 4 1, OF 5 E 0 N D F L 0 0 R E L E T R I C A L P L K N-'�' PROJECT Na -------------------------------------------------- 02 06 NEW RESIDEN COPYRIGHT ----D�C 617 WR-ii(MC if �kEi----------------- 2001 NEW w RESIDENCE - ---------------OLD-RESIDENCE--------- z 5 -,APPIROX LOCATION OF OLD HOME E SCALE LIMIT OF NEW FILL AROYNO N W NEW RESIDENCE HOME TO BE P1, LIMIT OF NEW FILL �R NO NEW CINJ - _.W .Ot FRJ i -- - . . AND EXTEN jy 6a BE AP HOME 3- HOME To �140 PR)YFU NiF /-AND I HOMEEXTEN5_o_ 20W MAIN POR77ON OF NEW ilF0ENICE, EL 20 DO' EXISTING GARAGE APARTMEJT ---------------------------- la 17 iJNE-Or-EXISTING C-qADE-- Is I I is 17 UNLESS NOTED 15 15 Is OTHERWISE 15 15 14 14 14 1213 121,3 1213 1121 3 loll loll 1 11 lo, 9 a 79 4 35 4 5 5 3 3 LINE 3 0 1 1-56 §15114PROw u Peg; vaigm C R 0 5 3 5 9 C T 10 N A T CENTER OF L 0 T DEPARTMENT OF NATURAL RESOURCES su �1 N87D5a*28"W MONUMENT NUMBER 72-BI-A20 10, 22&12' NORTHING - 2181553.511 EASTING 375054.004 AREA COVERAGE NEW RESIDENCE 4752 SF EXISTING APARTMENT 124a SF EXISTING SEAWALL PATIO AREA 5" SF NEW WALKWAY 354 SF cs NEW DRIVEWAY 1M SF EXISTING APT, PAVING 5W SF ............"I'll - i I TOTAL COVERAGE 9420 SF TOTAL LOT 20185 SF uj PERCENT LOT COVERAGE 47 % Q 4 LOT 3. BLOCK 32 U ON PIPE To IRON PC) vkOD 4NCE IR (SB-V201-W 5 w 24&30! ? 3D23'1 LLI a- I- WOOD FENCE ss H S5------------I cr Lu F, C�NCRETE RE VOLUME 2855-,_A FOUN?L;/62;4�yN CwDs PIPE 1% "-, NEW p ;OLA 4! WOO FENCE TO U"E 'FF NCE, .9 1 cr \ 4-- 1 1 NORTHING 2178714 L EASTING - 375074.2 77 E rT u Y tT4-6( ROW ORT NEW�ALXWAY 1/20 A R3 201 NEW RESIDENCE FINISHED rLObR ELEVATION - :'NE.w VEW SEC a. La NTWY Ej W. E OF I < _ytI;g)F_ UJ d) Q BRICK *ALI( 3. P GAZWO Ar--------r DENOTES LIMITS OF NEV(FIL - % TOTAL VOLUME OF NEW Im CONCRETE FIL AS -0 A 4 40 YAWS (p. 1, �C? -1, FILL + NIL uj < A U N,5ltFL A ),R jil HaArt Al LL Lu LINE OF NEW 140MC DRAINAGE co FLN WOOD FQuNW62;01TN INDICATES DRAINAGE FLOW Lu 'FENCE 2A.9' VEN PIPE DRAINAGE IWJU,)S (47.4al aWfigSpATTERNS Lli IOU 1/2 1pN OA. 52.!�V, NaGD49'2- IRON PPE) 0 pipe *4'5 EXTERIOR LIGHT FIXTURE S0iEDULE 56 (N86D52-35-E 247.79' IRON PFE TO Z5 SYMBOL FIXTURE NTAL NUM NTAGE AND TYPE OF MOUNT MOUNTING HEIGHT FIXTUREP Lu < NORTHING - 2178701.0 2 Liaria is 40 WATT YELLOW BUG RECESSED 11' OR 2S EASTING - 375050.9 M W 13 12 Lu Lu z .......... Lu < > < ul THIS PORTION OF LOT I NOT INCLUDED IN THIS SURVElf A L" 11 :r :r u < Lu Elf) 200.69' IBY PLAT uj 0 C,4 z < N FIRST (IST) STREET 0 CA Z X rq CA (FORMERLY MarDONALD STREET) 0 Lf) < C,4 OD RICHT-OF-WAY MOTH VARIES r1- z Lva) 16 1 z U. -i DEPARTMENT OF NATURAL RESOURCES 0 L, co MONUMENT NUMBER 72-81-A21 51TE P L A N to NORTHING m 217a371.217 < I-- U.J 04 EASTING -375348.223 10 V) W + 0 0 Im Z 't V, 03 0 ix DATE 9-23-02 DRAWN R A C REVISED XX-XX-XX SHLET .41 '0' CE OF !6 DESIGN CRITERIA AND LQAQ5 L5-uildinn Code Q 20>01 Flarlda 5uitdin!@ Code Code for Design L!2ads J) AN51/,45CE I-W Rool" Loadins (Cd. 1;5) Top Chord Pead Load I Per CP Top Ci�ord Live Load 20 per Bottom 0-ord Dead Load 5 por Bottom Chord Live Load 10 pof F12or Loadins (Cd g 100) 4'- 14'-4' W-11, 12'-0' Top Chord Dead Load 10 Per LL CC— Top Chord Live Load 40 per Bottom Chord Dead Load 5 per -j Bottom C-4-ord Live Load 0 per -j Wind Lo (Cci- 1.&40) -just 120 MPH Q) -6 A6CE 1-ea, 3s C �J) Exposwre Cate53orV C V Cq Importance Factor 10 Building Categor4 Q) Fartlall� Enclosed Interior Fres,5ure coerr 0.55 c4c De6lan Pressures (see table 1) CURB LOCATI T- - -------- --- --------- 5�2nr,181 E-102F (Game Room) LOddine (r-d- 1,00) Top Chord Dead Load 10 Per 7:3 Top Chord Live Load 60 per 5ottom C*)ord Dead Load 5 per �J 5ottom Chord Live Load 0 per Q) 'L3 Maximum Floor Truss 6pacing DEF PERMIT 19 PLAN CERTIFICATION 1. THESE DE51GN PLANS AND SPECIFICATIONS ARE IN COMFLIANCE WITH THE 5TANDARD5 ESTA5LISHED IN SECTION 4'-0" W-5" V-44 III-so 14'-4" 625-35.001, FLORIDA ADMIN15TRATIVE CODE. 4--0" ri 2. THE MAIN WIND FORCE RESISTING T SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH SECTION (o, AMERICAN 6 NATIONAL 5TANDARD5/AMERICAN 50CIETY OF CIVIL EN(SINEER5 "MINIMUM [DESIGN LOAD5 FOR 5UILDING5 AND OTHER STRUCTURES)' TO WITHSTAND THE WINE) CUR5 LOADS A550CIATED WITH A MINIMUM BASIC ra 16,6 5FEED OF 120 MILES PER HOUR, E - 2 0 W-04 Y-4" LU E w2 5 J00 0 3, THE COMPONENTS AND CLADDING PAVE Z BEEN 6ELECTED AND THEIR USE U) d-O -U'11- ws? "a -t! 2-v c3- INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH C 0 'r" -C SECTION �?, AMERICAN NATIONAL 0 - a, 5TANDARD5/AM E FRI CAN SOCIETY OF CIVIL -1 gl- ENGINEERS 1-c3a, "MINli-IUM DE51GN LOADS LL 5 g FOR 5UILDING5 AND OTHER 5TRUCTURE5,, Z 8 '0 TO WITHSTAND THE WIND LOADS cw�-v2.G12 1 Z. C. "05 Q X QP-0 U � -3 'D A55OCIATED WITH A MINIMUM 5A51C 5PEED -Is 2`102 " —CURB I'- ao.2, CD LOCATION Mh OF 120 MILES PER HOUR. CONCRETE NOTE5 . 0 $�EET 140� ST - I 1. Concrete compressive strength for Footings-- 3,000 psi at 20 da�s (UNO), 5tructural 2. Concrate Compressive streneth For slab a 3,000 psi at Flare 25 da�s (UNC), 91 1 3. All reinforcing steel 03 and bigger shall be A5TM A615, 1-1 a No.: AT010202 grade 60 deformed bars (UNO). LL 4. All reinForcing steel shall have W degree bend at -q Custom corners with a 251, lap. d BUILOM. III-Ila 5. Do not scale rootine dimensions and locations From the z 5uildere, Foundation Plan. Do not determine footing location From — architectural plans or Framing Plan, if rooting size or LOT NO.: 133 for-atfori is not determinate from use of Foundation Plan alone, contact the engineer of record, 5ea ch �&. 51mpson 5trong-Tfe Ac-r�lfr- Tic (REPORT ER-5,1131) SUBDIVISION: shall be used in all cirilled and epoxied connections to Z Avenue ir FILE L,4�rQUT PLAN concrete. Anchor bolt, t�yeaded or doweled reinForcing 0 FLOOR PLAN, <ceer -irled depth, in a LLI steel must be embedded to the $pec I I--- fResIdence hole drilled 111(o" Eyeater than the diameter of the anchor, ManuFacturer'e, specifications must ioe Followed For x Lu DESIGNED: t101G< proper Installation. IL <1 X REVIEWED: WV(71 RE)AVON$ C)ATE LU 73 LL PLAN.9-t�Og.V,,,�Llq WITHOUT RED W NATU 9E AN W f P P. x UJI WAFZREf4 Vl,,1,3A �FZRIGAN III (L F.E. No. EI E313 3 0~&&K APIM,10G0m6-0Y=J=-�V MbT-Wog QF516N CRITERIA AND LOAQ5 nul-folng Code 2001 Florida 5wildinQ Code 22dR fOr PCs[01 Load$ AN,5l/A$CE 1-135 Roor Loadinoi (Cd. 1.25) Top Chord Dead Load I Par (P SS'-O" Top Chord Live Load 20 per iNTER.'sECTING GRADE DEAM5% Bottom Chord Dead Load 5 per OUT51DE DAR$ 10 TOP 4 BOTTOM Bottom Chord Live Load 10 par L OF GRADE 5EAM TO HAVE SO DEGREE DEND W/MIN.25p" LAP. (TYP,A") Flg>or Loading (Col X 1.00) -ord Dead Load LL ---- ----- - Top Ck-�ord Live Load 10 par ------------ ------------- ------ - Top C4 40 psF ------- ---------------- -IT EBOttom Chord Dead Load 5 per 1 141 L--- LJ__L L-L-I L--- L Bottom Chord Live Load o par > (TEMP 4 SHRINK STEEL) Z INTER6ECTIWs GRADE 5EAMS, Und Loading (cd- IJ&0) OUT51DE BAr;�S a TOP 4 507TOM Q) LU OF GRADE 5EAM TO HAVE SO DEGREE A5CE 1-55, 3s Gust 120 MPH 04 law OC. BEND WA'11N.254 LAP, (TYP,ALL) Q Exposure CatceorV C 04 6 O.C. 00 (0 M (TEMP A SHRINK STEEL) (TEMP 4 SHRINK STEEL) 1 ------ Importance Factor 1.0 RE INFQRr_EMENT IN .1 14 GRADE BEAMS TO HAVE 0 1 Xj Building CateQor(4 11 SO DEGREE BEND 0 Partlall� Enclosed CCFPNER UL"iisll 250 LAP. LU Intr--rior Pressure coarr 0.55 d) d) C4C Design Pressures (see talple 1) -t f Ti�F-�19 SHRINK STEEL) W Ir----- I "Ji W r INTERSECTING GRADE BEAMS- FlOQr ((�atns Room� Loadinq (Cd- 1.00) 2 OUTSIDE 5ARG 0 TOP 4 BOTTOM 2 T- T- OF GRADE 6EAM To HAVE SO DEGREE Top Chord Dead Load 10 Par 13 T- ra BEND W)MIN,250 LAP. (TYP,ALL) Top Chord Live Load &6 per J_ ---- ----- -------------Z. -ord Dead Load ---- ----------- ------- T- Z" Bottom Chord Live Load 0 I I I _'N 11 1 1 NI I sr Y_ r 17- IT) ------ 71-_e Bottom C4 5 Par Q) L _j --- ----------=.r=J_=r*Z�1r___ 1 1&0 T—------- Maximum Floor Truss 6pacing r4-- ------ ---- ------------Ll r L --- ---------L__ ILI J_ W _j f.- I DEF PERMIT '*: I W 45 * 121 Or_ (`TEMF,-"8,6H,RINK STEEL) U., $4 0 lag O.C.. 12 9 O.C. (STRENGTH �TEEL) EACH LUAY rro (TEMP A 5HEEINK 5TEE0 �-2 FLAN CERTIFICATION Q (�2 4 1. THESE IDEBIGN PLANS AND T- T- (STRENGTH STEEL) &PECiF[CATION5ARE IN COMPLIANCE WITH ---------- ------- THE 5TANDARD5 E5TA15LISPED IN SECTION 2 (2215-35,001, FLORIDA ADMINISTRATIVE LU T- I Lj, r---- r_-—- L CODE. r------- ---- ------- ------ ----------- - - I r r------- ---- ----- t-- ---------------t------------- -T- L L 2. THE MAIN WIND FORCE RE515TING ao T-F SYSTEM HAS BEEN DEVISNED IN ;0(L A L --------L, Lij ACCORDANCE WITH SECTION (o, AMERICAN Ld 04 0 law O.0 Uj #_ INK ATEEL) (TEMP. J s_�HR NATIONAL 5TANDARDS/AMERICAN 5OCIETY "ZIZ OF CIVIL ENGINEERS "MINIMUM DE51GIN W LOADS FOR BUILDIN65 AND OTHER Z 2! T_-3 ip 0 C 85 10 12"O.C. ;um 5TRUCTLIRE5," TO WITHSTAND THE WINP �0_ �9 -r- C C EACH WAY 73 -DENOTES 6PAN DIRECTION OF NOT'ED LOADS A550CIATED WITH A MINIMUM 5A51C 2 REINFORCEMENT 4 5FACIN5. T_ 0 REINJIFORCEMENT IN L_J_ 5T-2 r SPEED OF 120 MILES PER POUR. y _0� GRADE 5EAM5 TO HAVE j rl L -------- - _j 1_� I I ___r__ I J_ 5END & - ------ SO DEGREE ------------ ------ ----- 17- W LU E v'2 C 2 Z 0 CORNER WAIIIIN 250 LAP. IV, r Uj Q COMPONENT5 AND CLADDING HAVE Z ----- ------ ---- 3. THE L _L1 F 0 W'D .0 E BEEN &ELECTED AND THEIR U5E Z C 0 0 �- -075.2 0 Zu INGORFORATEF-) INTO THE DE51GN AND co 0 7! -S 2`0 _J V 3'S 17-1 0 L----- 10 SPECIFICATIONS IN ACCORDANCE WITH J -2. -' -.5 � C.-- CEP 04C ': '?, 0 r (L SECTION 6, AMERICAN NATIONAL a! U 0, C, LLI Q ILI Cc 2 0: 04 a law O.C. 42 (TgME! A SWRINK STEEL)- STANDARD 5/AME FRI CAN 5OCIEETY OF CIVIL Z 'ZZ7- E X �, :c, ENGINEERS "MINIMUM DE5IGN LOAD5 A. .0 5 IL '15 - 5 FOR BUILDING5 AND OTHER STRUCTURE5,11 2E6 . 2253 in 2 (STRENGTH STEEL) TO LUITH5TAND THE WIND LOAD5 4, t; g A55OCIATED WITH A MINIMUM 5A51C 5FEED pc CL Q.E: 2��-O-Q �5vu c= OF 120 MILES FER IPOUR. 2_:5 5 129 CC. T (2,04 CONT --\ - r-F_ F_ (2)14 CONT CL I -------------- ;rj V_ _j_4�:",_ ELEV. +20'-W (N CONCRETE NOTE5 ------ . 0 6HEET W� \ \1 . 0 ST - 2 T 7 - 6 1. Concrete compressive strenE3th for rootfnesz 3,000 pal 11 at 2a da�s (UNO). 5tructura I ELEV, (N6��L61 2. Concrete compressive stren!@th For slab a 3,000 pal at SEE SHEET V-2 FOR 5LA5 25 olaSs (UNO). REINFORCEMENT SPACIN63AND 24' SEE SHEET 3. All reinrorclr5g steel 03 and bl!��(aer shall be A5TM A615 PATTERN. \_ST-2 FOR -1 JOB NO.: AT010202 CaPADE 5E!AM $LA5 erade 60 deformed bare, (UNO). LL (4;'(P TOP AND REINFORCEMENT 4. All reinForcire steel shall have W de!@ree band at <1 BOTTOM LLV 0i SPACING AND TIES 0 14' 0,C. PATTERN. cornere, with a 25" lap. k S BUILDER Guetam 5. Do not scale Footine dimensTons and locations From the Foundation Plan. Do not determine Footing location From STEP DOWN GRADE BEAM architectural piano or Framing Plan, If rootfne size or LOT NO.: location is not determlinate from use of Foundation Plan alone, contact the aneineer of record. -A ro. 6impsan 5trong-Tle Acr�llc Tle (REPORT ER-5,1131) SUBDIVISION: Averue Shall be used in all drilled and epoxied Connections to carcrete. Anchor bait, tiyeaded or doweled reinforcing 0 nOOR, PLO, Koeer steel must be embedded to the specified depth, in a W CzRAIDE 5EAM LAYOUT hole drilled 1/16)" ereater than the ollameter of the anchor. I-_ ManuFacturer's spectrIcatfons must Iva Followed For X LINE OF GRADE 5EAM AND 04 1211 O.C. proper installation. W ESIGNED: M(S< 5LA13 BEYOND. 'IL (4 (4)04 <1 04 012"O.C. V3 SPAN/P/�� X RMEWED: WVG 03 STARTER DAR To HAVE SO DENO ELEV. 420'-0" (Nr-s REV151M DATE o IBOTTOM. `5 STARTER BAR TO PAVE! SO BEND GRADE BEAM UY 12'-0" LONG 04 012'0-a 0 DOTTOM,IN (4)A& TOP AND W-00 AN eTYP) 95o 0 120 O.C. 113 SPAN(TYP) OVER GRADE 59AP1 GRADE SEAM. 1/3 OF BOTTOM LLV 03 0 a* TIE$,s 14' O.C, (2)04 CUNT (2)04 CONT ELEV. 416'-0" (NGV1)?& 3/4' x 12' xl5'-2* LONC% T r� �ONT SLA13 FINISWI FLOOR SEE SHEET 5ULLNOSE FOR GARAGE VARIE5 LUITH SLAB FIN15H FLOOR (2)04 C FELEV. 420'-0"(W-XVD) ST-2 FOR DOOR GARAGE 6LOPE ELEV, 420'-O'(W3VD) GRADE BEAM W/ 6LA5 a) . . .. ........ qW 0 bl X 644 X is'. (4)% TOP AND 105 X 5-04 REINFORCEMENT LONG LU DOTTOM U/*3 SPACING AND DEEP 12, Oc� (2)04 CONT 16* O.C. CANTILEVERED PILE TIES 0 140 O.C. PATTERN. SEE SHEET 5T-2 FOR 5LA5 Z CAP UVfI)d5 EACH ELEv, (NG SEE SHEET ST-2 FOR SLAB NFORC 'EMENT SFACIW_s AND Z 15 a 121 O.C, PATTERN.(TYP,50TH SIDES) WAY,TOP AND REiNFOFW- 50TTOM . . . . IL PATTERN. 0 17-- 13 SVC>) I ELEV. +11'-2" (NGVD ELEY, 4-1'4"(W ELEV, (itvP) (UNO) 4 015,O.C. PILE CAP BEYOND W/(3)IS X 21-0" 0 PILE CAP BEYOND W/(3)15 x V-04 r%RADE BEAM LLV_1 PILE CAP 56YOND W/(3)09 X 2'-0' ELEV. 4-16-2" (NGVD) GRADE BE EACA4 WAY F-AC44 WAY (4)06 TOP AND EACH WAY 14' DIA.ALJOERC-AST CONCRETE FILE .5 * 12, Q,C. (4)% T� DOTTOM LLV 03 1.,(P. I TIES 14' Or- LLV(5)% x 20'-0"AND 93 TIES 0 12" (UrNO) 507TOM Uj/m3 O.C. ADD(1)01 x 10'-0' AT CENTER GRADE 5EAM LLV T IF:$ 0 14"OC_ LINE! AND EXTEND 1'-0" INTO PILE (4d 06 TOP AND eUNO) LL CAP 150TTOM W/03 14" DIA.AUGERCAST CONCRETE PILE T I EES 4 146 CC. xERCA51'CONCRETE FILE LLV(5)1& x 20'-0' AND 03 TIES a 129 141 DIA AUC \\-— 141 PIA.AUGERCAST CONCRETE PILE LLV(5)1& x 20-O"AND 03 TIE$ 012* O.C. ADD (1)Irl x 10-00 AT CENTER LLW(5)16 x 20'-Q' AND 03 TIES 0 12' 0-2, PLANd Ku-r VALID WITI,Ipp-r 0Z. ADD(1)01 x IV-O"AT CENTER LINE AND EXTENI>I'-I' INTO FILE O.C, ADD(1)#1 x lo'-O" AT CENTER RK0 SIC�NXTURe ANCr,,, , �A��EU LINE AND EXTEND I*-1" INTO PILE! CIAP 5TER DOUN 0 ELEVATION PIT LINE AND EXTEND V-11 INTO PILE CAP CAP �4 C�;RADE BEAM v GARAGE 2 1,j ), T FILE CAP PILE CAP PILE CAP 2 .0 PILE TIP ELEVATION -8 FEET(NGVD)OR DEEPER PILE TIP ELEVATfON -6 FEET(NGVD)OIR DEEPER PILE TIP ELEVATION -a FEET (NGVD) OR DEEPER i rN L11 N., INTERIOR GRADE EBEAM EXTERIOR GRADE BEAM F- EXTERIOR GRADE BEAM �-2 X LLI WARR EN V. CARRIGAN III P.E. No.`48803 9/17102 Doom&WA Ap"1&aVfak?0Vn/W 2,30 PMO-1,*Q V3 5P <1 F P ATI 7,p-ILr:, PILE CAP WSW( C('Umm DE5[GN CRITER(A AND LOAD5 Building Code 2=1 Florida Building code Code for Deslqn L!200A AN61IA6CE 1-156 Roof Loading (COIS 125) Top Chord Dead Load I per (P Top Chord Live Load 20 per I 1,,8 NO2 SYR FIT VERTICAL Bottom Chord Dead Load 5 Par 12" $Q C4,1U FIER 5LOI LEDGER TO SUPPORT F13. TRUSS Bottom Chord Live Load 10 par FILLED 60LID UI VERTICAL. TO BEAR ON LEDGER LEDGER LOCATE 15 0 EACH CORNER OF To CMU Lun)Rows CELL. EACH 15 TO HAVE 5N BEND TAPCONS is 16' OJC_.STAGGERED. a BOTTOft(TYP,a PLACES) .................. Ro2c Lcgdinz (cd- 1.00) Top Chord Dead Load 10 par LL -ord Live Load par Top Ci 40 Bottom Chord Dead Load 5 par _j tK1 SEE 'I' THIS SHEET, Bottom Chord Live Load 0 par -1 (2)2xlO NOI SYP PT CONTINUOU$ FOR HATCH DESIGNATION LEDGER TO CMU W92)ROWS No"PlAx(p" EMBED,GALVANIZED ANCHOR BOLTS Ulind L!2adin irccl- I.&o) 0 WIWASHERS * 240 O.C.STAGGERED. 0 JOIST$ TO BEAR ON TOP OF LEDGER ASCE 1-135, 3s Gust 120 MPH Exposure CateeoiI C Importance Factor 10 Building Cateeorq 11 (5)2x4 NO.2 SYR STUDS UNDER BEAM. I FaII Enc�osed ll'-4-CAST-CRETE PRECAST BEAM TO SLAB LLVI-ID00-5066 W(20) Interior Pressure Coerr 05�7 LINTEL (OP24-115) 61 x 6" SCREWS IN STUDS AND W'Yo* U- 1 DIA x a" EMBEDMENT,DRILL AND EPDXY C4C Desl!@n Pressures (see table 1) ATR IN OLA5. 2x& SFF STUDS, 12" O.C. 6peclal Floor (6amg Room) Loci (cd- 1.00) t: Top C��d Dead Load )0 par =3 Top Chord Live Load (00 Par 0 Bottom Chord Dead Load 5 per 11-- .... ....... ZZ 11 Wl BY TRUEHOUSE Bottom Chord Live Load o per L! Maximum Floor Truss &pdaing Oz. 071 FASTEN BEAM TO 13OND So D 55AM UL44TTI& LLIKIW16d IN �!I A 7�1� LJ BEAM AND (1)%' DIA x 61111 (2)2x10 NOI SYP PT CONTINUOUS I_ TA5LE -1 COMPONEL4T AND CLADDIN 11 EMBEDMENT, PRILL AND LEDGER TO CM U.V(2)ROWS 41s"PlAx4o" \I .8 Y-W CAST-CRETE PRECAST EPDXY, ATR DE51GN FRE56UFRE EI`15ED,GALVANIZED ANCHOR 5OLTS LINTEL (aF24-15) UUA5HER6 a 241 O.C.STAGGERED. IL J015TS TO BEAR ON TOP OF LEDGER volan t," Interior Zone End Zone Zc'n Erfective (Pat) (per) Er — "Ole' 9 1 L LU1n"'tI__ z U� CAST-CRETE LINTEL, d Ar�e, BF24-15 0 - W sq. ff- +46 .51 +46 -60 LL �3 T-I CAST-CRETE PRECAST S (3)2x6 NO-2 5YP UNDER BEAM BE4M LINTEL (8F24-15) ALL FRECA5T OR PRE5RE55ED TO STUDSi 0XISTA30 W102)IOd EACH. 21 - 50 sq. rL +46 -45 +46 _�III STLID6 TO 61 WWTT22 (.32)lbd TO LINTELS 'W PORCH TO BE "&FI(o-15" STUDS AND(I)%'DIAxW` EMBED, \IN ADDITION TO TYPICAL LEDGER Uj DRILL 49 EPDXY ATR ANCHORAGE,LOCATE (4)11 DIA x 51 - ioo act,rt. +43 -45 443 -52 (a xl(o" COMFO517E W10)05 BAR (2)2x(P STUDS LINDER TII. 6" EMBEDMENT ANCHOR 1501 TRUSS TO CONCRETE WWTT22 LLIAUA-1144ERS ADJACENT TO P13 BOTTOM, FILLED 50LID W13000 psi LLV(32A&d SINKERS IN TRU55 4 SUPPORT. 101 - 200 ft. +42 -45 -42 45 EMDEP,DRILL 4 EPDXY ATR CONCRETE) I 0C I FASTEN EVERY TRUSS TO TH15 RE51DENCE 15 INA HfISH-WIND AREA. ALL E] HEADER OR STUP BELO III W/(24)I0dxI-'I MA50NRY WALL6 MU5T BE 5RAC:EF,) LATERALLY 6 C4-j I'-&*CAST-CFZETE PRECAST EACH. z LINTEL (OF24-15) (3)2x& NO.2 $YP U1I BEAM. 5EAM DURING CON5TRUCTION. FOR PROPER BRACING TO 5TUDSt (3,?15TA30 LUII EACH. IL STUDS TO SLAM LUA4TT22 02)16d TO 2 TW TECHNIQUE6, PLEABE CONTACT THE MICROLLAM LVI. I.- STUDS AND(IA*'DIAx&0 EMaED1 LOJE-3�17" x W �)W W -a DRILL 4 EPDXY ATR W 2! :3 U11 (L (2)2x /2 1 (0-1 _j BEAM TO HAVE U1 PROVIDE M015TURE E5,4RRIER FOR ALL UNTREATED 12' OF: EIRG TO N CEPT STRAPS LUMBER IN CONTACT WITH MA50NFRY OR CONCRETE. ly FROM ABOVE. W 5 u 15 2 LU 12' SQ.CMU PIER BLOC< 'vo 2x& Sf* STUDS 0 12" O.C. FILLED SOLID LU/(4)P5 VERTICAL. ALL EXTERIOR WOOD FRAME WALLS WHICH TERMINATE U) W C LOCATE w.7 0 EACH r-ORNER OF 5 �i 5 t�-0 (L C IV 0 Q CELL. EACH 15 To HAVE 03" MEND ADJACENT MASONR"r WALL5 REQUIRE A FRE55URE W'6 0.21 .5 p:s-,-5- BOTTOM.(TTP,5 PLACES) - Q q LU W >10 O'Uw TREATED END 5TUD. FASTEN 5TUD TO M,45ONR�r LUITH con V O;e C 0 0 '. W-40 CAST-CRETE FiRECAST -2 >01 -� - a-, -.C& ELEVATOR BY OTHERS, SH 1 11 Q 0, LINTEL (81724-113) DRAWINGS TO BE CERTIFIED 4 1/4 11 X 2-3/411 TAPCON5 IV' O.C. 2 0 I -C Iwo W-6 SUBMITTED TO EOR FOR 2 U. cp �i CU.y -4 20- -0 jw-ae REVIELU,PRIOR To FABRICATION 10L - 5 0 6_'O X F 4 IN6TALLATIONL END ZONE PEOIGNATION 0) 0 (L (2)2xlO NOI STP FT CONTINUOI ALL LINTEL5 TO BE-= "CA5T-CRF_TE" a" FREG,45T OR LL 5 T LEDGER To CMU W/O)ROWS 5/s"DIA.W PRE5TRE55ED LINTEL LU/#5 BOTTOM. 5EE LINTEL EMBED,GALVANIZED ANCHOR BOLTS b.1 rt. 25 EE55e2g3 N W/W,45PER5 0 2 4' O.C,OTAGGE RED. 11� NOTE5 BELOW FOR PROPER INBTALLAT[ON. (UNO) Z a rA C! JOISTS To BEAR ON TOP OF LEDGER - C- C 0 0 0 W .- CL 0 4)LL Q X 0 0 SEE "NOTE$," THIS SHEET, 0) Q E.� 2 IN = i5-0 V FOR HATCH DESIGNATION TH15 5TRUCTURE 15 LOCATED IN THE WIND !t,- 0 Em' ''GAST-GRETE" LINTEL NOTES 5ORNE DE5RIS SFEGION AND HA5 BEEN DESIGNED A5 A PARTIALLY ENCLOSED STRUCTURE. A5 SUCH THE GYPSUM CEILING V $a FIER 51.or_<�; MAY NOT BE USED AB TRU55 50TTOM 61-EET 140� 5 T - Al (1,)15 CONT. IN CHORD BRACING. REFER TO TRUSS, FILLED SOLID UW(4)5 VERTICAL. TIE 5EAM DESIGN DRALUING5 FOR BRACING 5tructura I LOCATE m5 0 EACH CORNER OF LOCATION5, ACCEPTABLE METHOD5 CELL. EAC44 5 TO HAVE ejO aEND a BOTTOK(TYP,9 PLACES) INCLUDE Ix4 5FIF RAT-RUN5 LU/M 10d 11- COMMON IN EACH TRUSS OR SIMPSON 061 LL > FILL 50LID TO _ ...� . -I---- T652-24 UJ/(2) 106>0-1/2" IN EACH TRUSS, AT010202 1 ow LL 112 > 50ND E3EAM LU cu5tcm X BUILI LLI 5ulldere, LL (1)05 GONT. IN FRECA5T LINTEL X (L LOT NO.: EIR5T FLOOR ERAMINIS FLAN &FX-15/IT 5ea GENERAL NOTES-. SUBDIKISION., z .4\/erue 1. ALL LINTEL5 70 BE 5" CA5T-(CRETE F>RECA5T OR PRESTRESSED LINTEL. (UNOP 0 FLOOR PLAN. Koger 2. ALL PRECAST LINTELS ARE 70 HAVE ONE LLI DEF FERMIT 05 RE15AR AT E30TTOM OF LINTEL li-_ 3. AREAS OF: BLOCK ABV. MASONARY OFENINGS X ARE TO BE GROUTED SOLID TO TIE BEAM U1 DESIGNED: MCI< 4. (1)05 RE5AR IN TIE BEAM 15, To BE CONT. CL FLAN CERTIFICATION THROUGH OUT INCLUDING A5V. MA50NARY -q OPENINGS X REVIEI WVC 1, THE5E DE51SN PLAN5 AND F2PECIFICATION5 AIRE IN COMPLIANCE WITH THE 5TANDARD5 f=_5TA5LI5HED` 5. COI FLOOR PLAN 41 ELEvATION5 FOR NOTE5s IN 5ECTION 625-35.001, FLORIDA ADMINISTRATIVE CODE. EXACT COARSE COUNT AII LINTEL 1.FOR STRUCTURAL DETAILS,SEE REV606 DATE APEX TECHNOLOGY DETAIL S44EETS 2. THE MAIN WIND FORCE RESISTING SY5TEM PA5 E�EEN DE516NED IN ACCORDANCE WITH 5EECTION 9), 2.IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD AMERICAN NATIONAL 5TANDARD5/AMERICAN SOCIETY OF CIVIL ENGINEEFR5 1-95, "MINIMUM IDESIGN LLI LOAD6 FOR 5UILDINGS AND OTHER STRUCTURE5," TO WITH5TAND THE WIND LOAD5 A65OC14TED WITH A .3. INTERIOR BEARING WALL 4. EACH CELL FILLED LU115 MINIMUM 5A51C 5PEED OF 120 MILE$ PER HOUR "-5LOr-K LINTEL LU W/95 ip 46" O.C. =NT5 AND CLADDING PAVE BEEN 5ELECTED AND THEIR U5E INCORPORATEE-D INTO THP 3, THE COMPONIF DESIGN AND 5FECIFICATION5 IN ACCORDANCE WITH 5ECTION (o, AMEF11CAN NATIONAL COD) 5TANDARD5/AME RICAN 6OCIETY OF CIVIL ENGINEER5 1-9a, "MINIMUM IDE51GN LOAD$ FOP, 5UILDING5 AND 73 OTHER 5TRUCTURE6," TO WITP5TAND THE WIND LOAD5 A55OCIATED LUITP A MINIMUM 5ASIC; SPEED OF 120 MILE5 PER HOUR. LEGEND F: WiTEPIOR II UALL 0 LL I( )2x&.V2 -WEADEFI CALL-OUT MMER OF KJNG STUDS EACH SIDE OF OPENIW3 N6"5ER OF'JACK 6TUDS 1I Slc�e cP OFI PLAN 3 N OT VALI D WITH 0 LIT OIZE OF HEADER MATERIAL(NO,2 SYR) REO SIGNATURE AND . F�Al S C I>S Efttt�. ISILMER OF PLIES IN"EADIER STRUCTUIRAIlII, aYNOTE5; SPECIAL UPLIFT COWECTION CALL-OUT.SE113 II CORREOPONOW-b TO NWE51M FASTF 1EMBER 70 HEADER FASTEN MEMBER 70 HEADER NO.2 SYP 5EARING BLOCK ATC NOT APPLICABLE IN -5HEARWALL DECaMENT-FROV15ION6 OP SHEARWALL ASSEMOLY N r OR BEAM W/HT630 LUK20�lod OR BEAM LLV(3A4T530 WNW FASTENED TFPU55 W/12d E:?ETAII.C<XVEF:,L ZL AN TH15 LUALL SEGMENT. EVERY 0 r " Ci j, ALL -TJI,4f;;�EAD GONNEGTION SY5TEM IN51ALLATION 5FEGIFICATION OR EQUAL CONNECTOR 10d EAC�4 OR EQUAL COMMON NAILS. USE (2) OTHER STUD AND EACH KING ATc -ATC DESIG"TION PER SPECIFICATION r ROLUS * 3'OC.FOR 2x4 STUD TO HAVE Sf=144/6 W00) ASSII VE54NATION 1E APPROVED MY EOR, RATED ONNECTOR APPROVED BY One All Thread Connecklon(ATC) 4 composed of V2' 36 W all-thread that runs the full vertical he ght of tJn* wall,penetrating both the FOR 1.4500 UPLIFT(Cd a 1.60) EOR,RATED FOR 4,35PV BLOCK OR(3)ROWS 0 3* 10dxll/2' TO 0131- TOP PLATE A&wALL r-UST VE SHEATHED uv Vial OM FASTEN 050 .Ar top and bottom plates,and !@r UPLIFT(Cd z 1,60) O.C.FQR 2x(o 5LOCK, AND MSTA36 UW(IIII 10d TO 70 TOP PLATE Wed 6 3'O.C. I �uted with Simp6on 5tron!@-Tie AarSlla-Tle into concrets. The tSplaa =bedmant 1& 60 for monolithic FASTEN MEMBER TO HEADER BEAMMEADER BELOU IN SWFATHIW3 MQUIRED AS SPECIFIED N OTHER DETAIL& %1" IiIs and 10 for sternwal a d loond I applicationa. The Simpson Strong-Tie Acr�llc-Tle must fill both the hole in the concrete and . *q 17— 4 the hole in the bottom plate. Ube a W16" drill blt ror plate and Concrete holea. The top end or the ATC to bound to the top plate with OR BEAM W(VI-IT630 WOO) 1/2" ALL.THREAD DRILLED TOP PLATE 5PLICE5 TO ME ATC MJST OCCUR AT EVERY 5PLICEI IN TOP PLATI!, 'i 10d EACH OR EQUAL a ." 6quare,1/6' thick wa&hw and a nut. The all-thr*ad Tag be 6pliced with a coupler threaded onto the all-thread a minimw distance or CONNECTOR APPROVED 13Y AA EPDXIED W20 SQUARE BRIDGED LLV(2)MSTA24 LLV(la) -eeACIWI OF ATr_N FEET X 112" at each end of Wo coupler. The coupler "]I be rated for allowable tenblon ot ."�,200 poI under wind loading. MaxII distarIc-0 EOR RATED FOR 2,WOO WASHER Ml?�L(9*EMBEDMENT A ted CAOMMON EACH,(1) a ATC LOCATOR LLI ARREN V. q0IGAN III out of plum for atl-Vread "ll be 3" rrom top of b�tom plate to top of top plate. "?Ii REQUIRED 6 EACkI END I =03 UPLIFT (Ccial.60) STRAP EACH FACE OF WALL. P.E,No. OF OPENING Damn"IL Ap�10*Wk�0VZI40 2-"MMOT-1460 cj/13/0 z DESIGN CRITERIA AND LOADS 2C01 Florida 5ulldinQ Code Code for Design Loacis AN5I/A5CE 1-c3a goor Loadins (Cda 1.2�0 Top Chord Dead Load 1 par (P Top Chord Live Load 20 par I r Bottom Chord Dead Load 5 par 5ottom Chord Live Load 10 par TRUSS 7086 TO BOND BEAM WA45T-3 WA5) 011 lod 4 (2)1/4"DIA x 54 Floor Loadine (Cd- 1.00) _j 12' 50.CI-11.11 PIER BLOC,< EMBED ATR /-IN ADDITION TOTYPICAL TRU65 ANCHORAGE, Top Chord Dead Load 10 par LL FILLED SOLIP WtY4)05 VERTICAL. FASTEN TOI TO CM U/MTSMI& Top Chord Live Load 40 par LOCATE 5 a EACH CORNER OF (2nXI2 W/0,M9>d A (4)1/4"x2f4' TITEN5 Bottom C�wrd Dead Load 5 par CELL. EACH IS To HAVE 9j" BEND Bottom Chord Live Load 0 par -1 (y- a BOTTOM.(TYP,5 PLACES) ............... > z Wind L!2adinq (CO! Iko) A5CE 1-135, 3a Gust 120 MPH FABTEN TRJS5 T22 TO 5OND SEAM(2) Expoaure Cate2or� WTTI&, FASTEN(1)HTTI& TO EACH FACE Importance Factor 10 OF TW66 W/(18)lod. EACH WTTI& TO Q) Building catego X R eoNo BEAm wA1&,r.>IAc 6' EMBED, Partlatl� EricloM DRILL AND EPDXY ATP Interior Pressure Coafr 0.55 CJC Destan Pressures (see taL-)Ie 1) 6�2er_fal Floor (Game Rocm) Loading (cd- 1.00) _LU ll*-4' CAST-CRETS PRECAST Top Chord Dead Load 10 par LINTEL (5F24-15) FASTEN(1)24' 2x(v NO�2 SYP BEARING BLOCK (5)2x4 NO2 STP ;> __1 I I (\ r Top Chord Live Load 60 par TO 50TTOM CHORE) OF IT05 W43)ROWS 12d a 3d STUDS W/1201 CGIII-rON Bottom Chord Dead Load 5 psr El E] O.C.STAGGEREr.% FASTEN TRUSS 4 BFZG D" O.C.UNDER TOa. ly 5R.LOCK TO$TUC)$5EL.OW tLV(4)MSTA3& WA24) Bottom Chord Live Load o psr 7:3 Q) 10d EACH. FASTEN STRZAP6 TO NARROW FACE! Maximum Floor Truss $par-inQ O.c. OF TRUSS PLYS. FASTEIN EACH STUD IN GROUP TO BEAM BELOW W&ISTA36 WK18)10d EACH. x TABLE I COMPONENT AND CLADDIN V - 4. DESIGN PRESSURE UJI - Intarl(pr Zons End Zone 61,19nat, _j Efractive 6111914", (For) (P60 Z I'-&"CAST-CRIETE F)IRECAST 0 - 20 eq. ft. +45 .5 +45 _&O LINTEL (81F24-15) _13 E od M5E =LE LU 21 - Do eq.ft- +46 .413 +46 _51,11 (3)2 xl=0.fl2/2 LLI 100 sq.rt. +43 .45 +43 -5,2 X 1'-ep" CAST-CRETE PRECAST It T-1 I LINTEL (OF24-115) r- 2xlO NO2 SYP 7. IN ADDITION TO TYPICAL TRUSS ANCHORAGE, 101 - 200 sq.ft. +42 .45 42 -413 PT JOISTS FASTEN TOI TO CM U4'1T5Ml& lro, O.C. WICIIAVd 4 (4)1/4"41/4" TITENO (5ELOW) rL x 6 Z THIS RE51DENCE 15 IN A HIGH-WIND AREA. ALL MA&ONRT WALL5 MUST BE 5RAGEE;) LATERALLT r FASTEN EACH CRIPPLE TO-\ 1_(2)INT DURING CONSTRUCTION, FOR FROPER 5RACING LU WEADER UJA-ISTA24 LLV(IaACd z 1'-(P' CAST-C.FZETE PRECAST I cRiPIMLE5 0 C 0 A TO SEAM BELOW TECHNIQUES, PLEA5E CONTACT THE I- LINTEL (81724-15) a V W/MSTA3& WNIO)IOd. Ef ii C>, lu L 0 (3)2xI0-2n (2)IINT CR PPLES "0. 0 > LU W '900 PROVIDE M015TURE BARRIER FOR ALL UNTREATED W C) C " E (U'2 L_ C 2 CaL CL's 0.6 0 (2)2 K&-1/2 LUMBER IN CONTACT WITH MASONRT OR CONCRETE. 0000 T 2! ".0 U U 5�5 ti-0 El 0 .0 z -0-3:5 (a-0 '0 728 4 T21a EACH TO TOP PLAT ALL EXTERIOR LUOO�) FRAME WALL5 WHI`CH TERMIN TE , , � S 0 W/(2)MT512 _0 ax, Q0:'s C CO ' 00 ADJACENT MA!5ONR*r WALL5 REaUIRE A IPRE55,URE -2 0 2 0 20000 0 , Q TREATED END STUD. FASTEN STUD TO MASONRY WITH El E ['/4 x 2 3/4 TAFCON5 0 16" O.G. END Z"DESIGNATION x E F (2)2xI2 W-4'CAST-CRETE FT<1 CAST F LL LINTEL (eF24-0) ELEVATOR BY OTHER5. SHOP -a 2 DRAWINGS TO)BE CERTIFIED 4 a 5.71 ft. 00 cE:Sc � ,- 93 -CRETE" 5" PRECAST OR Z .5,>,.E--5 3 5U5MITTEED TO E�O.R.FOR ALL LINTELE? TO BE "CAST IL REVIEW,PRIOR TO FABRICATION C CJ C 0 % D CL(J x .0 Q " a) A INSTALLATION. PRESTRESSED LINTEL W/#�, BOTTOM. SEE LINTEL li_ Ck) CD -V; E E ,2 16 (0.9 -0.0 TH15 STRUCTURE 15 LOCATED IN THE WIND Cx NOTES BELOW FOR PROPER INSTALLATION. (UNO) (U g,c: FASTEN TRUSS T15 TO BONE) 15EAM(2) �s -2 HTTI&. FASTEN (1)HTT19,TO EACH FACE BORNE DEBRIS REGI AND HAS BEEN :5 al.Q S:5 0 _0 V T 1':-� 2 >, W C� ri OF: TWO$W/08)10d. DESIGNEE) A$ A PARTIALLY ENCL05ED EACW WTTI& TO BONE> BEAM WAIJ'DIA c 6"EMBED, (L DRILL ANE) EPDXY ATK "GAST-CRETE" LINTEL NOTE5 STRUCTURE. AS SUCH THE GYP6UM CEILING Y MAY NOT 5E USED AS TRU55 50TTOM 0 $1-EET NO. 6T _ 4 �5�EE 5 CHORD 5RACING. REFER TO TRUSS 0 L__j DESIGN DRAWINGS FOR BRACING 1 5tructura I 12' Sa CM PIER 5LOcK,11I (2)2xl2 GONT. IN LOCATIONS. ACCEPTABLE METHOD5 INCLUDE 1x4 6PF RAT-RUN5 W/(2) 10d FILLED Sol-ID W/(4)5 VER TIE BEAM LOCATE 0> 0 EACH CORNER OF BEAM To CtU COMMON IN EACH TRJ65 OR SIMPSON CELL. EACH 45 70 WAVE 5" DEND -1 joB No,: AT010202 d MOTTOM.(TYP,5 PLACES) WMUC412 2ND FLOOR FRAMING FLAN 06 EY '. T652-24 WI(2) 106>(1-112" IN EACH TRU55. LL LU -1 <1 - FILL SOLID IL > TO cu,5tcm q 0 W BOND BEAM Buildere, f2 > z x I > 77-7. >- LOT NO.: IL CONT. IN PRECAST LINTEL 1 CL 5ea ch 1/16R 065 TO NAILER 0 SUBDR310N.- Avenue W/ad COMMON 0 3"Or- 5FX-15/1T z 2x&NO2 SYR CONTINUOUS Koeer NAILER,FA5TF_NED TO 1/1(ol o55 TO TRJS5ES GENERAL NOTE5t Uj nOOR PLO: BLOCKIN5 w/(2AROW5\ 24*O.C.w/ed COWON Realderce DEF FERMIT 10,d a W O.C.STAGGERIE-0 3*ON EDGE, 126 IN FIELD 1. ALL LINTEL5 TO 15E W CAOT-CRETE PRECAST x I OR PRESTRE56ED LINTEL. (UNO) L 2. ALL PRECAST LINTEL$ ARE TO HAVE ONE LLI DESIGNElk M(S< 2x&NO2 SYR 5LOCKJ X 45 RE5AR AT BOTTOM OF LINTEL FLAN CERTIFICATION SWEET WALL CONTINUOUS F=__� 3. AREAS OF BLOICK A511. MA50NARY OPENINGS ARE TO BE GROUTED SOLID TO TIE 5EAM X REMWE BOTTOM PLATE TO TOP PLATE D, WVC; 1. THESE DE5i(SN PLANS AN[:> 5PECIFICATfON5 ARE IN COMPLIANCE UJITH THE 5TANDARD5 f=-5TA15LISHED W/1116"0515 w/6d COMMONS 1 4. (1)85 REBAR IN TIE BEAM 16 TO BE CONT. NOTESt 3 ON EDGE,12- IN FIELD. �UN6) IN SECTION 625-3E7.001, FLORIDA ADMINISTRATIVE CODE. THROUGH OUT INCLUDING A5V. MASONARY RDISIONS DATE OPENINGS L FOR STRUCTURAL DETAILS,SEE 2x4 SPF STur>5 a W OZ 5. CONSULT FLOOR PLAN 4 ELEVATIONS FOR APEX TECHNOLOGY DETAIL SHEETS 2. THE MAIN WIND FORCE RE515TING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH SIECITION EXACT COARSE COUNT ABV. LINTEL 2.IF "EAr.>ER NOT SPECIFIED, CONTACT ENr_zINEER OF F;eECOR1> AMERICAN NATIONAL 5TANDARD5/AMERICAN 50CIETY OF CIVIL ENGINEER5 1-cJa, "MINIMUM DESIGN LU LOADS FOR 5UILDING5 AND OTHER STRUCTURES)' TO WITHSTAND THE WINE) LOAD5 ASSOCIATED WITH A 1 3. (NTERIOR15EARINGLUALL 4. EACH CELL FILLED Wg$ MINIMUM 5451C SPEED OF 120 MILE,5 PER HOUP, U11.1-15LOCK LINTEL ul IJC�)E5 TRUSSES Wlwj 0 45o OZ, 3. THE COMPONENT5 AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATFED INTO THE -EARALLEL 70 WALL DESIGN AND 5PECIFICATION5 IN ACCORDANCE WITH SECTION (r,,, AMERICAN NATIONAL 1,,��-4 &TANDARD5/AMERICAN &CCIETY OF CIVIL ENGINEERS 1-95, "MINIMUM DESIGN LOAD5 FOR 5UILDING5 AND 73 OTHER 5TRUCTURE6," TO WITHSTAND THE WIND LOAD5 A550CIATED WITH A MINIMUM BASIC 5PEED OF 120 MILES PER HOUR. LEGEND INTERIOR DEARI�4 WALL 1jL ErArl -AL OU C �OSTEAI_W SIDI!OF OMNIN3 *=5 OF KW3 5L NUI15ER OP JACK STUDS EACH 51011 OF OPEKI�4 ANSNOT VALID WITHOUT SIZE OF WEADER MATERIAL(NO.2 SYP) RED plr.NATUr�p:AND r.F-AL. NL11F:eR OF PLIES IN WEAPER E STRUCTUEA� K 5PECIAL UPLIFT CO�NECTICN CALL�0147,OES DETAIL .EYNOTE5t - CORREGPGtOII�4 TO NLr5ER. -K FASTEN MEMBER TO HEADER FASTEN MEMBER TO HEADER NO2 5YP BEARING BLOC ATC NOT APPLICAEBLE IN sup -SHEARWALL BEGMENT -PROM51ONS OF 514EAR1,41A.U. ASSEM5LY OR DEAM WMT530 W/f 20)10d OR BEAM WO)HTS30 UWf20) FA5TENED TWOS W/12d T1415 WALL SEWENT. EVERY OF-TAIL Govf_F" 10d EACH OR EQUAL COMMON NAIL$. U$E (2) OTHER$TUC) AND EACH KING ATC -ATC DESKIRATION PER 6PECIFICATION z OR EQUAL CONNECTOR ALL -THIREAD CONNECTION SYSTEM IN5TALLATION SPECIFICATION 7e- APPROVED BY EOI;i� RATED CONNECTOR APPROVED BY ROW5 0 3' O.C,FOR 2)(4 STUD TO WAVE SPI44/6 LWOW A55EM5I.Y DE510"TION Ons All T&ead Correction(ATC� is composed of V21 36 k6l ail-thread that runs " full vertical he!Qft of the wall,penetrating both the FOR 1,45,00 UPLIFT (Cd a 1.6 0) EOR RATED FOR 4,35V 5LOCK OR(3)ROWS a 3," TO D5L TOP PLATE As WALL MST BE SHEA HEO,ILV 1/16*OM FASTEN OeO v _j 11 ,I ') � top and bottom plates,and grouted with Simpson 6trong-Tia Acr�llr.-Tle into concrete. The tS ical embedment Is 6" for monolithic UPLIFT(Cd a 1.60) O.C.FOR 2x& 51_00C. AND MSTAi& 1.1.1106)10d TO 70 TOR PLATS W/6d 1 31 O.C4 0 ,0. p FASTEN MEMBER To HEADER AIL66 Lu ->ood beam applications. The Simpson 5 Tie Acr�ic-T a must Fill both the hole In the concrets and BEAM/HEADER BELOU St SWEATWI�4 RECUIRED AS 6PECIPIED IN OTWER OFT concrete and 11 for stemwall and L ATC MJ51 OCCUR AT EVERY SPLICE IN TOI*MATE. the hOI* in the bottom plate. Use a 1yI& Zles, The top and or the ATC Is bound to the top plate with OR BEAM W/N)HT530 UW(20) CN drill bit for plate and concrete lod EACH OR EQUAL 1/2' ALL-TWREAD DRILLED TOP PLATE SPLICES TO BE 'j a 3" scivare, [/&" thlr-k.washer and a nut. 'The all-thraad maV be spliced with a coupler threaded onto the all-thread a mInImLor distance of CONNECTOR APPROVED BY A 4 EPDXIED L.LV24 SQUARE BRIDGED W(2)MSTA24 U106) _5PACiWo 019 ATC H FEET X f, P 1/2' at each and of U-a coupler. The coupler "ll be rated for allowable tension of 3;00 pounds under wind loading. Maximum distance EOR RATED FOR 2,WOO WASHER MIN.6' EM15EDMENT A 106 COMMON EACH,(1) 0 -ATC LOcATOR L11 WAR'REi'.iA:,V. r, FtpldAN' III A L ; . out or pium, for 4li-thread "ll be 3" from top of bottom plats to top of top plat% UPLIFT (Cd-1.60) REQUIRED 6 EACH END STRAP EACH FACE OF WALL. 0- P.E�'l 1�413" �4 a ab" 3 OF OPENING 0�&.NL Ap�76ok.W1aa=AW 2,30 M&T-1,0-0 <1 1 001- -- ------ DIA CDX FASTENED TO 2 TRUSSES (BY OTHERS) 0 24' O.C. W/ad COMMON 0 4' ON EDGE, am Ro(:)F TRU65ES 241 O.C, IN FIELD. MICROLLAM L�A. BY TRUEHOU5E Q1 PROVIDE MOISTURE 5ARRIER (p FASTEN EACH SINGLE PLY TRUSS TO BOND BEAM WA,1ETAI& LUA12) tOd x W12'. CONNECT ALL FA5TEN EACH TRUSS TO TOP PLATE! MULTI-PLY TRUSSES TO BOND BEAM W/14HETAI(o WAII) l(od Nl� I W.10)MT512 ELEV. 443'-0" (N(SVD) (2)2x12 LL DOUBLE 2x4 NO2 SYR TOP PLATE FOR CONDITIONS WHEREE �2)2x12 CANNOT Ri WALL REINFORCEMENT TO HAVE FAOTENED W1(2) ROWS 10d COMMONO LVL TO CM W/ HANG INTO LVL, FROVfDE 2x PT SHIMS (10 12m BEND INTO BOND BEAM. AT 16" O.C. STAGGERED (UNO), MIN (2)MIETAI(a, EACH TO ACHIEVE DESIRED HEIGHT. EACH 16" DEEP U-15LOCK BOND BEAM 24" LAP WAIIN (12) )Cd NAILS IN LAP. BEAM TO CMU WA'lETA20, > LADDER TYPE JOINT W((2)05 CONTINUOUS. z REINFORCEMENT a 16" O.C. 12" CMU FIER eL0C.<__1 Q TO CONTINUE TO 2ND FLOOR a" Ct-U (MIN. F'm a 1,500 PSI)LLV DEC.< TOPPING i LUATERFROOFING TYPE M OR 5 MORTAR WI(4)05 VERTICAL5 BY OTHERS 2x& OFF STUDS AT 1&" O.C. 2nd FLOOR FEEINFORCEMENT (UNO)l 16" DEEP COMPOSITE LINTr=L---\ LOCATE I-S VERTICAL IN GROUT TO BEAM POCKET INTO PIER. FILLED CELL OVER 05 DOWEL is THE FOLLOWING LOCATIONS 6" MIN BEARING. 'T SEE SHEET ST-2 FOR (2)2x4 NO.2 6YP BLOCKING PRODUCT SPECIFiCATIO�,l -NEXT TO EACH OPENING ElETLLEEN FLOOR TRUSSES. 42) IN EACH CELL ADJACENT TO FASTEN 50TTOM PLY TO OPENING5 OVER 10'-0' LEDGER LU/10cl COMMON 0 3" O.C. ATC a 4'-011 O.C. SEE FRAMIW_x 2x[O NO2 OYP PT DECK -AT EACH CORNER FASTEN T45 PLYWOOD TO TOP AND ATC SPEC FOR INSTALLATION JOISTS * 16" O.C. -AT 46' 0,C. PLY W/12d COMMON 0 30 O'C. NOTES, 73 (P TAG PLYWOOD,NAILED AND -Y4' TtG; PLYWOOD, NAILED AND JOIST TO MASONRY UM3ALVANIZEP HUC210 GLUED TO FLOOR TRUSC?E5. GLUED TO FLOOR TRUSSES. ELEV. +33'-0" (NGVD) (1)05 BOTTOM BAp__/l FILL ALL LINTELS -SOLID W/3000 psi CONCRETE, 20�12m DEEP 5OND 5EAM W/0) 05 CONTINUOUS. MIN 25" LAP * ALL HARDWARE USED FOR DECK FORM 4 FOUR REMAINDER Or- COWERS. CONSTRUCTION TO BE POT-DiPPED COLUMN LU/3000 psl CONCRETE. ELEV. (NGI.V) E GALVANIZED. VERTICAL REIN TO PASS THROUGH WALL REINFORCEMENT TO HAVE 73 12" BEND INTO BOND BEAM. DOUBLE 2x4 NO2 6YP TOP TOP CHORD BEARING FLOOR PLATE FASTENED W/(V ROWS 10d TRUSSES 0 240 O.C. BY TRUE —COMMON$ AT I(p" O.C. FORQ4 PEE? DETAIL LADDER TYPE! JOINT WOU5E. i REINFORCEMENT 0 W O.C. STAGGERED (UNO). MIN 24' LAP UVMIN (12) 10d NAILS IN LAP. 60 V-11.11 (MIN. r'M a 1,500 PSI)uy (2)2xI2 NO2 SYP IPT LEDGER TO TYPE M OR 0, MORTAR BOND BEAM WI(2)ROWS 5/1�' DIA x (7" EM5EIPMENT ANCHOR BOLT$ W/1" ROUND WASHERS 0 240 O.C, Ist FLQQR REINFORCF=MgNT (UNP); STAGGERED. LOCATE 05 VERTICAL IN GROUT 6 FILLED CELL OVER5 DOUEL 0 THE FOLLOWING LOCATIONS ATC 19 4'-0" O.C. 5EE FRAMIW_s AND ATC SPEC FOR -NEXT TO EACH OPENING INSTALLATION NOTES. w 42) IN EACH CELL ADJACENT TO OPENINGS OVER 10'-Dw 2x(o SIFF STUDS AT 16" OZ. -AT EACH CORNER 73 -AT 32' O.C, L45 0 U-02 3/4" T 4G PLYWOO 0�2 v E FLOOR SHEATHING TO LEDGER 'w 00 0 -c 0 0 w 0 MINIMUM 250 LAP COMMON & 3" O.C. 0 MIN ATC EMBEDMENT FOR FLOOR TRUSSES w &q 15 E3_2 c 2 CL -0 0 SEE SHEET ST-2 FOR FILE CAP A BY OTHERS 0 2 0 U THIS APPLICATION* &" 00 00 w;� DOWEL W111VI 5END a BOTTOM. GRADE BEAM DIMENSION5 A Zs 5ONDBEAMI. SEE TYP WALL v 0 E 2 REINFORCEMENr ,'–FOR 5PECfFICATION6 —2x& NO2 SYR PT 50TTOM PLATE 17 c LU L 9) >�Q) �Q 0'v SLAB FIN15H FLOOR (2)2x(p NO,2 SYR PT LEDGER 'TO 0 0 0 2 'ql, :ELdv. 420'-0" (NGVD) BOND BEAM w/ 1/2' DIA x &g 0 woo JS ': 0 EMBEDMENT ANCHOR 5OLTS lu & , S 4 0 U w/ WASHER$ 24" 0,C. c 0 0 L) SEE SHEET ST-2 FOR FILE CAP A x E -5.?x — a" CMU WALL 0 0 0 GRADE BEAM DIMEN51ONS 4 .5� 8 2 D LL 0— ..9 (00.2 REINFORCEMENT w- 0-500cD .- c 00 CcBceclocuo Ec-:p .5 J-- 8 -0 ELEV. il'-2" (NGVD) PARALLEL FLOOR 7RUS5 LED(fiER COND1710N U - 0 212_" 1:1, C. g ur.2 'U X 11-65 �5 0 a E a CL 22= 2 >IC4 r_ � . .- 0.0 -5 aw)=v -1 LR 5HEET NO. ST - 5 5tructura I 21 cl Deta 115 PILE CAP T PILE TIP ELEVATION -6 FEET (NG'vV)OR DEEPER JOB NO.: AT010202 LL TYPICAL UALL 5ECTION Custom 0 5ul 16(srs 1/16" 065 FASTENED TO LOT NO,: l5w FRAMING WITH &dCOMMON5 AT 3" C.C. ON EIDGE, &u O.C. IN FIELD. Bea all A" 0'-3" MAX 0'-3" MAX TRUSS TO STUD GROUP W/(2) LGT2 SUBMIGN: 4V(enUe I WI(26,�&d 5INKER5 OR (3,A4T530 z IF OPENING FALLS 5ETWEIEN SPECIFIED ATC LU/(20)10d. FOR (1) PLY TRUSSES WITH LGT2, FASTEN 45" LONG 2x4 NO 2 5YP 0 Kager SPACING,NO ADDITIONAL HARDWARE 15 w FLOOR PLAN: REQUIRED AT THE CRIPPLES,KINGS, HEADER SCAB TO (1)FACE OF 50TTOM CHORD s 1 crefl C(6 AND TOP PLATE. WITH (1) ROW OF 12d AT 3" O.C. MAX 3w- EDGE OF WASHER TO FACE OF: STUD. x LLI DESIGNED: M(S< A7C- SEE OPEC ON (L HEADER BIZE,oAND NUP15ER OF DOUBLE! STUD EACH FRAMING PLAN FOR -q I I I PLIE5 PER FRAIW-s PLAN C-ALLOUT06 END OF SHEARIWALL INSTALLATION NOTES X REVIEWED: EXTRA OFF STUD GROUP ATC- SEE OPEC ON CENTERED UNDER 7FRU55 \_NOl SYR INDICATED ON FRAMING REV15IONS OATE FRAMING PLAN FOR HEADER KING 5TUD5 MAY 6FERVE PLAN.NO. OF STUDS DE3L TOP PL INSTALLATION NOTE5 AS IDOU5LE 5TUDS AT THE ENDS OF EQUAL TO NO, OF PLIES IN 6HEARWALLS TFPU65 (MIN 2 STUD$), 30 60. x 1140 THICK 1 V, ATC- 5E5 SPEC ON FASTEN ADJACENT STUD$ WASHER REQUIRED IN FRAMING PLAN FOR TO EACH OTHER WITH l2a TH15 AP ICATION ATC- SEE OPEC ON-,// CRIPPLE AND KING STUDS. INSTALLATION NOTES AT a" O,C. FRAMING PLAN FOR allANTITY PER CALLOUT ON NOTE- PROPERLY RATED OPEN INSTALLATION NOTES FRAMING PLAN. (6) I&d BETWEEN WEB TRUSS HEADER OF IF ADJACENT CRIPPLES AND KINGS, MAY 5E eU55TITUTED TUDS-__ LU FOR HEADER 5PECIFIED IN THESE PLANS, MIN 2x4 <T P, ALL) r F IFAM PLAN FOR IN LATION NOTES 0 LL LANS OT VALID WITHOUT FOOTING (5EE TYPICAL RED SIGNATURE AND LUALL SECTION) RAISE�, SeAL. 0.PENNG5 OVER 471-0d \—FOOTING (SEE TYPICAL REQUIRE (1) '/2" ANr_POR_/ WALL SECTION) BOLT W/4" EM5EDMENT \--CONCRETE FOOTING (SEE FOUNDATION AT MlD5PAI',t AND FRAMING PLAN FOR TYPICAL DVEN60INS) LLI G)��TC 1(41 14 N.ECT.10N DETAIL, F"'NT Lo D CC ATC SPEARUJALL A66Et-lBLY DETAIL AL ATC PEAQEF� FRAMING DETAIL 01/10101 3:45 PM ATC, 5HEARWALLdwg 3, Am ATC-f 11'�TLOAD2, x ' 114 R'1�4 �IVR TYPIC; Ul W A F, IbAr� III E311 01Y16102 2:46 PM DETAIL5.dwg E',N p. 4aao3 9/1'7/02