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395 12th ST - DRAWINGS 71FULEVISIONS V RESIDENCE 395 W FTH STR T T NORTH INDICATES DIRECTION OF NORTH C F1 .0RIDA AT dANTIC IJA H 1) DRAWING NUMBER SILT FENCE w/FILTER CLOTH (MIRAFI,POLYFILTER OR APPROVED SECTION SHEET NUMBER WHERE EQUAL)ON WOOD STAKES ,@ MAX.(01-01, O.C. SECTION 15 DRAWN �FLOW GRADE F61DE YARD 5005AM LM DRAWIW_s NUMBER BACKFILL FENCE AFT R PLACING FENCE ........ DETAIL SWEET NUMBER WHERE DETAIL 15 DRAWN X 10 A A\ ELEVATION LETTER ELEVATIONS D A-5 LM SWEET NUMBER WHERE v ELEVATION 15 DRAWN surtim Pom BY OTHERS DOOR DOOR /00 5T AKE LD TUIR51[) ITN� 5ARRIER (D NOMENCLATUREi 3648 = 3'-(oll x 41-all SCALE: 3/4"=I'-O" 1.PLACE FENCE AT ENTIRE PERIMETER OF SITE AS SHOWN. WINDOW WINDOW NOMENCLATUREt 2.FENCE MAY BE REMOVED AT WORK AREAS DURING UXRK POTENTIAL 3648 = 3'-(o" x 4'-811 PERIOD,BUT SHALL BE REPLACED AT THE END OF WORK 435+5F. PERIOD. J ACCESSORY BUILDING Ell, ---------------- AE351REVIATION5 LARAI A.C.T. ACOUSTICAL CEILING TILE E.W.W. ELECTRIC WATER HEATER MIN. MINIMUM C.6aftT N.I.C. NOT IN CONTRACT ID I __"*,W ADJ. ADJACENT EL. ELEVATION A Ll A/C AIR CONDITIONING UNIT EXH. EXHAUST KT.S. NOT TO SCALE To ALT. ALTERNATE ExT. EXTERIOR O.C. ON CENTER ALUM. ALUMINUM F.G. FIBERGLASS OPNG. OPENING U AUX AWNIWG WINDOW FIN. FINISH PT FAINT ----------- ----------- ------ FIN.CLG. FIN15HED CEILING P.V.C. POLYVINYL CHLORIDE F 5LK BLOCK FIN.FLR. FIN15HED FLOOR P.T. FIRE55URE TREATED ICE 50T. BOTTOM F.D. FLOOR DRAIN Q.T. QUARRY TILE 5LDG. BUILDING REINF. REINFORC:ED B.a. BUILT-UP GALV. GALVANIZED CAB. CABINET GL.5K GLASS BLOCK WINDOW REQD. REQUIRED Lo F------------- u RISER 01 1 GYPSUM WALL BOARD R. CPT. CARPET GW5 L C.I. CAST IRON HDW. HARDWARE RD. ROOF DRAIN F-4 cL. CENTERLINE W-%T. WEIGHT 6.H. SIW_3LE HUNG WINDOW HORIZONTAL SHT. SHEET WORZ. c.T. CERAMIC:TILE Sim. SIMILAR Clu. COLD WATER HB. HOSE 5155 -----------------1� VALMD CONC. CONCRETE W.W. HOT WATER SL. SLOPE ---------------------- C.M.U. CONCRETE MASONRY UNIT I.D. IN51DE DIAMETER SPEC. SPECIFICATIONS CONT. CONTINUOUS INSUL. INSULATION STL. STEEL Le T,��o z CONTROL JOINT JAN. JANITOR TWI THICK C.J. L---- TONGUE�AND GROOVE JOINT --T4G CF.M. -Isuelc MET PER MINUTE TYP. TYPICAL KMCHM Ila Dw. DOUBLE HUNG WINDOW LAM. LAMINATE (D) f 01 6 STORME A& DISP. DISPENSER LAV. LAVATORY VERT. VERTICAL V.C.T. VINYL COMPOSITION TILE ------------------- to m DN. DOWN M.O. MASONRY OPENING 10 DW3. DRAWING MATL. MATERIAL uA.C. WALK-IN CL05ET F-4 1 1`1-- EA. EACH MAX. MAX" WRGW5 WATER RES16TANT GYPSUM WALLBOARD HALL iz WiRm. WELDED WIRE MESH Z 1. tso ELEC. ELECTRIC MECW- MECHANICAL WATERCLOSET io E.IAC. ELECTRIC WATER COOLER MTL- METAL W.C. M.P. METAL PANEL UR. URINAL A& I I I I -99-- FT BAN No.A Of ma LIN TW CAR CIARAW E - - - _ - BATH No.3 ENTRY WIND DESIGN PER F5C RESIDENTIAL 2010, TABLE R301122(2) v E71P E IF BASIC WIND SPEED: 130 MPH 25'-211 WIND DESIGN METHOD: ASC-E 1-10 IMPORTANCE FACTOR- I (D (D EXPOSURE CATEGORY: 5 -7 EXPOSURE CLASSIFICATION: ENCLOSED MEAN ROOF HEIGHT 3o FT. ROOF ANGLE: (30-45 DEGREES) 2(ofo DEGREES(6:12) ROOF ANGLE: (30-45 DEGREE5) 5(ofo DEGREES(16:12) 3-0 FT. EDGE STRIP 51TE FLAN Z 01 0 (D 10 COMPONENT AND CLADDING WINE) LOADS (16/12 SLOPE) 0 SCALE: ZONE EFFECTIVE WIND AREA (SF) ADJUSTED WIND LOAD(F5F) iMf=EiRVIOU5 ,5URFi4CECALCULATION!5: FIRST FLOOR A/C AREA 3,083 6 u cf) 1 10 23.8 -38.(3 BONUS ROOM 4(o(o SP. u N 00 AREA: PRE CONSTRUCTION: POST CONSTRUCTION: UNDER ROOF 4�93 6F. C14 En 20 22.4 -31B cn z I 1 50 113.5 -36A LOT 15,353 SP. 15,353 5F. 04 U HOUSE AND PORCHES 2,43(o 5F. 4�� uz <' 1 100 11.4 -353 CONCRETE DRIVE,WALK,PATI 422 5.F. (003 &P. < 10 w 0 2 10 24.5 -61.5 49 - - - -- - - - '3 sp, 10 SR Z �9. EQUIPMENT FADS 2 20 22.4 -(o2.4 (D 2 50 11BB -(o2.4 C/) Z �D Ole', w E_ Lu 2 100 11A -41`3.5 TOTAL IMPERVIOUS SURFACE AREA 2,561 6F. 4,%1 5F. INDEX CF 'RAWING5: u 9. IMPERVIOUS 18.1 % 32.4% 3 10 245 -1002 IMPERVIOUS SURFACE = 2,100 SR T-I TITLE SWEET, ITE PLAN, DATA 3 20 22.4 -133.8 REMAINDER AVAILABLE = 2,10(3 SR) u A-] FIRST FLOOR LAN 3 E0 1135 48.1 A-2 PARTIAL F11 FLOOR PLAN AND 50NUS kOOM PLAN, ROOF PLAN 3 100 11A -18.1 A-3 ELEVATION5, OF PLAN I 4 10 42fo -4(o2 I A-4 ELEVATIONS L 4 20 40.(o -442 5(o' 1V 0011 E IwwI �M!TIM5 DATE OF 4 50 38.1 -411 A-(o 6ECTION6 ISSUE A-1 6ECTION6 4 100 3vo-3 _313.a A-& SECTIONS t 5 10 42.6 -51D TWELFTH STREET A-C3 SECTIONS DRAV;N BY: 40b -53.2 A-10 5ECTION5 5 20 5ULDING CODE 5UMMERN� 5-1 FOUNDATIONIPLAN, DETAILS 5 50 38.1 -48-0 6-2 SECOND FLOOR FRAMING PLAN 5 100 _%3 -44.2 5-3 ROOF FRAM PLAN SHEET NO. DESIGN OF FASTENINGS OF WINDOWS AND D00f;6 IN THE WALL FRAMING E-I ELECTRICA PLANS, LEGEND 3S5 12TH 15 THE RESPONSIBILITY OF THE WINDOW/DOOR MANUFACTURER AND SHALL AFFLICA15LE GODE5: MEET THE COMPONENT AND CLADDING DESIGN WIND PR�E%URES T- 1 FLORIDA RE61DENTIAL CODE 2014 15041 NATIONAL ELECTRIC: CODE 2011 rlRi�EVISKONS RESIDF-.... NCE 395 W FTH STR T T NORTH INDICATES DIRECTION OF NORTH A T,, LANTIC BEACH ,, FLORIDA DRAWING NUMBER SILT FENCE w/FILTER CLOTH x SECTION Z�� (MIRAFI,POLYFILTER :�R APPROVED SHEET NUMBER WHERE EQUAL)ON WOOD STAKES *MAX.&'-0" O.C. r--- SECTION 16 DRAWN FL GRADE x DRAWING NUMBER 5'60E YARD SETBAM LM DETAIL 9):::- 5ACAq-ILL FENCE AFTE R PLACING FENCE SWEET NUMBER WHERE A- DETAIL 16 DRAUN \x ci A ELEVATION LETTER 10 i ELEVATION$ D A-5 SWEET NUMBER WHERE: LM ELEVATION 16 DRAWN CA15W 10i DOOR DOOR i (D t**'00�i 5TA<EE) TURE3017`� BARRIER BY OTHERS NOMENCLATUR11-Et 3648 = V-6" x 4'-8" 5CALE: 3/4"=V-0" ct I/ WINDOW WINDOW I.PLACE FENCE AT ENTIRE PERIMETER OF SITE AS 5WOUN NOMENCLATUREt 3648 34" x 4'-&" 2.FENCE MAY BE REMOVED AT WORK AREAS DURING WORK 'k c ) n- PERIOD,BUT SHALL BE REPLACED AT THE END OF WOW POTENTIAL PERIOD. /J 435+SR ACCESSORY BUILDING i1x 6 \�--j------------------- R BEDROOM AE35REVIATION5 0 A.C.T. ACOUSTICAL CEILING TILE E.W.H. ELECTRIC WATER 14EATER MIN. MINIMUM ADJ. ADJACENT EL. ELEVATION - N.I.C. NOT IN CONTRACT LANAI A/C AIR CONDITIONING UNIT EXH. EXWAUST N.T.S. NOT TO SCALE ALT. ALTERI4ATE EXT. EXTERIOR O.C. ON CENTER ALUM. ALUMINUM FiG. FIBERGLASS OPWIS. OPENING AUN. AUNING WINDOW FIN. FINISH PT FAINT 5LK. BLOCK FIN.CLG. FINISHED CEILING F.V-0. POLYVINYL CHLORIDE ------------ LF------------ # U BOT. BOTTOM FIN,FLR. FINIS14ED FLOOR P.T. PRE55URE TREATED BLDG. BUILDING F.D. FLOOR DRAIN Q.T. QUARRY TILE 5-U. 5UILT-UP GALV. GALVANIZED REINF. REINFORCED CAB. CA51NET GL.5K. GLA56 BLOCK WINDOW REQD. REQUIRED LO ------ CPT. CARPET Gw5 GYPSUM WALL 130ARD R. RISER C.I. CASTIRON Wrl)W. HARDWARE R.D. ROOF DRAIN U CL. CENTERLINE WGT. WEIGHT 5.H. SINGLE HUNG WINDOW ----41 -------L------------ c.T. CERAMIC TILE WORZ. HORIZONTAL BHT. SWEET z Clu. COLD WATER W06E 505 Sim. SIMILAR GONG. CONCRETE H.W. HOT WATER SL. SLOPE --------- GIREAT ROOM C.M.U. INSIDE DIAMETER SPEC. SPECIFICATIONS VAULMD CONCRETE MA50NRY UNIT I.D. ------------------------ TION STL. STEEL CONT. CONTINUOUS INSUL. I" T'0 --------------------- G.J. CONTROL JOINT JAN. JANSItroo TWI� THICK <_E m C.F.M. CUBIC FEET PER MINUTE JT. JOINT T4G TONGUE AND GROOVE Dw. DOUBLE HUNG WINDOW LAM. LAMINATF,(P) TYP. TYPICAL DISPENSER LAV. LAVATORY VERT. VERTICAL DISP. KITCHM AC umm WAS DN. DOWN M.D. MAS60Y-OPENNG V.G.T. VINYL COMPOSITION TILE DW3. DRAWING MATL. MATERIAL W.I.C. WALK-IN CL05ET -------- ----------- EA. EACH MAX. MAXIMUM WRr3W5 WATER RES16TANT GYPSUM WALLBOARD ELEG. ELECTRIC MEcH. MECHMICAL W.W.M. WELDED WIRE MESH EUC. ELECTRIC WATER COOLER MTL. METAL W.C. WATER CL05ET M.P. JWPANEL Utz URINAL No. ICE Pa. zi v BAN 0WICE TW CAR GARAM 12 11 F_ L-- -- b W - �i cwm No.3 WIND DESIGN PER F5C RESIDENTIAL 2010, TABLE R301.2(2) ED Ip ED' 5 Ip v BASIC WIND SPEED: 130 MPH 0 [a S (V. WIND DESIGN METHOD: ASCE 1-10 IMPORTANCE FACTOR: I 010 0 . 0 EXPOSURE CATEGORY: 0, F 5 EXPOSURE CLASSIFICATION- ENCLOSED MEAN ROOF WEIGHT 30 FT. ROOF AWGLE: (30-45 DEGREEB) 26to DEGREES(6:12) ROOF ANGLE: (30-45 DEGREES) 56.b DEGREES(18.12) EDGE STRIP 3.0 FT. 01 0 0 l(D COMPONENT AND CLADDIWS WIND LOADS (18/12 SLOPE) 51TEFLAN ZONE EFFECTIVE WIND AREA(SF) ADJUSTED WIND LOArD)(P5F I�IFERVICU5 5URFACE GALCULATION,5: SCALE: 0 1 10 23B _38.1b FIRST FLOM A/C AREA 303 S.F. u AREA: PRE CONSTRUCTION; POST CONSTRUCTION: E30NUS ROOM 4bb S.F. 914 1 20 22.4 -31B UNDER ROOF 4�'33 S.F. I LOT 15,353 6F. 15,3r73 S.F. z 50 ICJ.5 -36.4 1 100 11.4 -353 HOUSE AND PORCHES 2,43(b SR 4�� S.F. U (VI 2 10 24B 401.8 CONCRETE DRIVE,WALK,RATIO 422 6F. 603 6,F. u low EQUIPMENT PADS 3 5F. 10 S.F. ;4 c) ul Q (D 2 20 22.4 42.4 100!11 0 44 z oo % u LLI 2 50 IcjB -b2.4 0 % F-4 2 \ TOTAL IMPERVIOUS SUWACE AREA 100 11.4 -413.8 'e, 2,8bl 5F. 4,%l S.F. Z 3 10 245 -100.2 % IMPERVIOUS 32.4% INDEX OF DRAWINGS: u 3 20 22.4 A IMPERVIOUS SUWACE 2,100 Sr-. T-I TITLE SHEET, SITE PLAN, DATA 3 50 113B REMAINDER AVAILABLE 2,101B S.F.) A-] FIRST FLOOR PLAN u -2 3 too 11A -18.1 A PARTIAL FIRST FLOOR PLAN AND E30NUS k0OM PLAN, ROOF PLAN 4 10 42fo -462 A-3 ELEVATIONS, ROOF PLAN A-4 ELEVATIONS 4 20 40fo -44.2 6(01 lal 00 E 100.001 5 E I OF A ON6 _(0 6ECTIC 4 50 38.1 -41.1 4 100 363 -3S.8 A-1 SECTIONS ISSUE TWELFTH STREET A-a SECTIONS 4-1-16 5 to 42fo -510 A-13 6ECTION6 DRAVvN BY: 5 20 40b -53.2 A-10 SECTIONS W-110 5 50 38.1 -48.0 f5ULDING CODE 5UMMEERNT," 5-1 FOUNDATION PLAN, DETAILS OFFICE COP 5 100 3(o3 -44.2 5-2 SECOND FLOOR FRAMING PLAN y DE51GN OF FASTENINGS OF WINDOWS AND DOORS IN THE WALL FRAMING 5-3 ROOF FRAMING PLAN SfIEET NO. 16 T14E RESPONSIBILITY OF THE WINDOW/DOOR MANUFACTURER AND SHALL AFFLIGAF)LE GODE5: E-I ELECTRICAL PLANS, LEGEND REVIEWED FOR CODE COMPLIANCE 3% 12TH MEET THE COMPONENT AND CLADDING DESIGN WIND PRESSURES CITY OF ATLANTIC 13EACH FLORIDA RE61DENTIAL CODE 2014 SEE PERMITS FOR ADDITIONAL T- 1 NATIONAL ELECTRIC; CODE 2011 REQUIREMENTS AND CONDITIONS @ 15041 RmnEwED"..LP( , DA-nL, .1616 __6 21-011 0 MA�TER'i B' 'AT JVAULTPE� 5UMMING POOL REVISIONS BY OTHERS SHOWER I LINEN CABINET L--j iI (oil ,4 34 (o 1/2" ccl a 6EE2r-=�T.' CONTINUATION If fl If 111-5 5/140 CLIV-3 S11(o ill-ro 15/1(0 ------------------------------------- -------------------------------------------------- I Lj I (o'-11 /2 1/2 ro 14'-0" NO 1 5'-11/2 IL--- A 5- ----- ------- ROOM ---- ---------- M45TE BED VAULTED &4 0 D.H. BALLOON �RAM E PANTRY Q FULL HE IGHT CA51NET Q LANAI ci LINEN CA51N T VAULTED CC% ?i 5ATH No. I C'� c14 1�2MP�QC 9- OL Sim, LT T-10 1/2 265(o D.H. 120ep 5LIDII`Nd qOOR atmm PIZ 305(0 D.W. 77 77g -�/X\A A A 771 vo F 101-01/2 11 5EAF'.ING e- CI G.HGT.V-0 i TANKIL I I I I m I I HEIGHT I I COORDINATE GAS W.R '171 1 1 1 1 I I KITCHEN LAYCU1 \s) I I I I I F T WITH FINAL KIT:1-EN -------------- I L I L 1 1 ' 'A No. I DESIGN 5EIDfRd, :;m - I F VAb jEb C= A/C PAD x U C14 aN 01 4 r V-1 1/2 4'-10 1.12 'c\ Q 0 -1 L PR 2050 PR 20L30 SIN I 12 U ILL� r 2x(o I I G:,==AT ROOM WALL //,kN F-———————————---;�f ————T—————————— -—— C'r a 1305( VAULTED ------ r Z UP TO BaWl )OM 11 ').H. L -4- A L I —4- 1 F I I 6--$--F/2-ff1 F- I A K —ItHEN A/C 6vENs CLG i'�T- CA UNDER L STAI R 2x(o 3'-c3 1/2 1 to 1(011 41 q e- Y-4 1/2 .1 3'-5 1/2 5'-11/2 4'-&1/2" W-5 1/2 41-2 21.1 112' (P 10 cf1 DOWN I Ron 7g 7 H I ALL HALL 5E[)RCOH No. 77 \47 VA -7 77M 2WO POC. J�TEP 7 E!mom - /LZLZLI�L zLzL c" > 1 1'-& 1/2 1 -(0 '-&1/2"1 -11/211 5'-11/2 31 oil 1 1 1/2" 2' A/C A 1 TANKLESS I I G4 04. 2480 POC. X /2\ N 0 ER -1 X BATH No. 2 x X W.I.c. DRY I I X OfTICE CLG.WGT.V-0 WLAUN CL (Y- - CLG.HGT. 10'-0" --------- UN GLG-W-sT,V-0" ? NG X DINI Cta HGT. 10.- 7—A P/pk c"11 TWO GAR GARAGE 14 101-0112 BE ING 0 x x HEIGHT 0- OPENING 1.EA a 11-411 AFF. 03M 400 A MAIN X Ll X 3040 110. PANEL in 11 X T-8 1/2 1-1 /211 X 5-3 1/2 it J--&1/2 e- W.I G. 5ATH No. CLG.HGT.,31-oll z PR.M5(o D.H. 0 12'-3 1/2 131-1 101-0 1 24W POC. u 1:4 en Ilbil u '-31/411 -41/2" Y-1 1/2 5 pe 3' PORCH le C14 q q z AN il 10'-(o 3/4" 101-01/2 81-31/4" u A/C PAD H ;t%r BEIA (�m No. 3 z 0 V4 LTED 0 — — — — — — — — — - - A 3-305(o D.H. �4 u RIL 14 u A-8 A-(0 A-1 ISEE SHEET A-3 FOR WINDOWS AT DOWER5 I BALLOON FkAME DATE OF ISSUE PIZ 3 56 D.H. 4-1-16 L DRAWN BY: 4 HGP FLOOR FLAN A-5 SCALE.- 1/4"=I'-O" SHEET NO. 11'-11/211 3'-41/211 Y-41/211 11'-11/211 FIRST FLOOR A/C AREA = 3,053 Sr-. 11 355 12TW 50NUS ROOM = 466 S.F. r7'-3 3/4 3'-4 1/2 5'-3 3/4 30'-011 31'-10 1/211 UNDER ROOF 4,155 SF. 141-011 T-1 1/211 L OF FICE COPY A— 1 1 831-611 01 1 - @ 15041 q UJO L7 4FANTRY 2265(o E 14L Lycq 10A T-3 1/2 2- JH T8 1/2- ;10�417 LE REVISIONS ------------------------- F1 oFJL u BALE50N FRAME I IN z LANDII* BELOW RAIL I FJL- 10 IDCWN 15,40 < (ol-4 F-----------------------T--- ----------------- --- BREA<LINE Pk/ BALLOON FRAME Ln in 0 DO' A ACCE66 TO ATTIC OVER HMSE 50NU6 Room cq %-Q acl. LINEN C14 446 CAB IN T MAFEf� 13ATH &n VAULtD 21-011 F-R- -2-1 -J,-] 0 DOI BREAK LI F12, �7 z CIL -L C14 0 u -70 ------------ ---------EL- y C9 z -AFlE SWE t4a.F��TLQL- U U 11 F-2— —,LIS Cc> cn 3050 D.H. EGRESS ROOF FL AN 11 14'-0 u SCALE: 30'-0" FDAITE OF ISSUE 4-1-1(o DRAV;N BY: &PARTIAL FLOOR PLAN 50NU5 ROOM PLAN I&CALE, 1/40=1'-O" &�,SCALE: 1/4"=V-0" C;S;H�EET NO. 3% 12TH OFFICE COPY A-2 15041 'RUEEVISIONS "HIGH WIND" ASPHALT SHINGLES ON 300 FELT ON 1/2"NOM.STRUCTURAL 5WEATHM DECKING NAILED w/ed RING:SHANK NAILS 6 V' O.C.AT V'EXPOSURE CEMENT F15ER PANEL -WALL SHINGLES ON 1/2"NOM.ZIP STRUCTURAL SHEATHING(�)N 2x(o STUDS 6 I(o" O.C.w/R-21 BATT INSULATION, GW5 INTERIOR,TYPICAL 11 w PLATE-LjNB__- I0'-01/2 11 P L A T E_LIN E---3'-0 1/2 u 2x4" CF.COWER TRIM w/ FLASHING OVER,TYPICAL 5/4 x51/2" CF.COWER BOARD,TYPICAL (0" EXPOSURE CEMENT F15ER SIDI% ON NOM.ZIP-WALL STRUCTURAL SHEATHING ON 2x(o STUD6 ,8 I(ol" O.C.wl R-21 BATT INSULATION, GM INTERIOR,TYPICAL u SYNTHETIC STUCCO FINISH COAT ON CMU, FOUNDATION,TYP. FIRST FJ_Q0R GRADE 5CUTH ELEVATION SCALE. 1/4"zl'-O" IIHIGH WIND" ASPHALT SHINGLES ON 300 FELT ON '/2 NOM.STRUCTURAL SHEATWIN*DECKI% NAILED w/ed RING SHANK NAILS,@ V' O.C.AT PANEL EDGES AND INTERMEDIATE AND 411 O.0 2628 2628 03 D.H. 0 Nt Z_5 I I I 1 1111 )__1 N�_, < p M u I I IYl I I BREAK LINE 12 V'EXPOSURE CEMENT F15ER PANEL 1 1.LIL cn r, SHINGLES ON 1/2"NOM.ZIP-WALL STRUCTURAL SHEATHING ON 2x(o STUDS 6 16" O.C.w/R-21 BATT INSULATION, Im - 9 r) GWB INTERIOR,TYPICAL H 8 w 0 W C) co PLATE LINE - 10'-01/2" z (Z� I F—J-1 P4 PLATE LINE - V-01/211 E..4 �< cn FLASHI%OVER TYPICAL E- 5/4 XV/2"C.F.COWER BOARD,TYPICAL u (0" EXPOSURE CEMENT FIBER SIDI% ON NOM.ZIP-WALL STRUCTURAL SHEATHING ON 2x(o STUDS 0 IV' O.C.w/R-21 BATT INSULATION, C-d6 INTERIOR,TYPICAL DATE OF ISSLJE SYNTHETIC STUCCO FINISH COAT ON CMU FOUNDATION,TYP. DRAVVN BY: FIRST F ---------------- _LO0 LR r1RADE SHEET NO. EA5T ELEVATION OFFICE COPY 3S 12TH SCALE. 1/4"=V-0" A-3 15041 'REVISIONS "HIGH WIND" ASPI,IALT SHINGLE$ON 3V FELT I-IT 111 ON '/2"NOM.STRLI��TURAL SHEATHING DECKING NAILED w/ed R1%SHANK NAILS a (o" O.C.AT PANEL EDGE$*D INTERMEDIATE AND 411 O,C DIWG EDGE STRIP BREAK LINE I Hill 12 (o"EXPOSURE CEMENT P15ER PANEL 5HIWSLES ON 1/2"NOM.ZIP-WALL STRUCTURAL SHEATHING ON 2x(o STUDS 11 1-ri I 1 11— w I(o" O.C.w/R-21 5ATT INSULATION, 1/2 GM INTERIOR,TYPICAL 11 1 171 t I I I I I I I III I I Lj_ PLATE LINE - 10-01/2 PLATE INE PLATE LINE - V-01/2" 0 I—Its V-0 2x4" OF.TRIM w/FLASHING OVER, TYPICAL U 5/41161/2" OF.CORNER BOARD,TYPICAL b" EXPOSURE CEMENT F15ER SIDIWG ON 1/2" NOM.ZIP-WALL STRUCTURAL SHEATHING ON 2x(o STUDS a Vo" O.C.w/R-21 5ATT INSULATION, 112"GW6 INTERIOR,TYPICAL u SYNTHETIC STUCCO FINISH COAT ON CMU FOUNDATION,TYP. —E-IRS'll-FLOOR ...... .... —FIRST FL 1LOOR r_gRAQ;z GRADIEF UJE5T ELEVATION- SCAL5s 1/411=11-011 0 u z U u c) o cq z 0 44 C) u LATE LK- :r u u JL DATE OF ISSUE 4-1-1(o DRA"BY: LL7 SHEET NO. NORTH ELEVATION OFFICE COPY 395 12TH SCALE: 1/4"=V-0" A-4 15041 PREEWSINEERED 'REVISIONS TRUSSES *2411 O.C. 2x4 OUMGGER is 24" O.C.,TYP. (0" EXI105URE No.I CEDAR SHINGLES ON HOUSEWRAP ON 1/211STRUCTURAL SHEATHING ON 2x& 5TUDSO IV'O.C, TYP. PLATE LINE V-111 U— Z 5EDROOM I-0 04 0 EL� u t"4� WALL 5ECTION sCALE: 1/2"=V-0" kl�-�5 12 "HIGH WIND" ASPHALT SHINGLES ON 3V FELT ON 1/2" a NOM.STRUCTURAL SHEATHING DECKIWG NAILED wl ed "HIGH WIND" ASPHALT SHINGLES ON 3&FELT RING SHANK NAILS 6 b" O.C.AT PANEL EDGES AND ON 1/2 NOM.5TWCTURAL SHEATHING INTERMEDIATE AND 4" O.0 AT COMPONENT AND AL D A DECKING NAILED W/8d RING SHANK NAILS CLADDING EDGE STRIP 0 3 6" O.C.AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING x EDGE STRIP 3� 12 12 TRUSSES OVER FRAMING SEALED ATTIC '/2"GWB ON PARALLEL CHORD TRUSSES 6 241, O.C,Typ. V-4 14'-0 METAL DRIP ON Ix2 CF.ON 2x(o FASCIA,CONT,TYF. PLATE LINE - V-01/2 r WINDOW HEAD Ix2 CF.TRIM CONT. 5/16"CF.SOFFIT,TYP, WOOD SPECIES: EV41161/2" CF.TRIM CONT. SILL PLATES ON CONC.OR MASONRY - YELLOW WOOD z TREATED No.2 SYP 0 OTHER PLATES - No.2 SYP HEADERS - No.2 SYP. u STUDS - *2 SPRUCE PINE FIR u c/) C14 MISC. - ANY OF A50VE z ALL F.T.WOOD - YELLOW WOOD 0-, =ATED �c U ALL FASTENERS CONTACTING YELLOW WOOD mr WINDOW,SEE PLAN LUMBER SHALL BE STAINLE55 STEEL OR HOT D IPPED u "'Ot 5ATH No. 2 GALVANIZED. c) c V� SEE I/A-5 FOR SEE I/A-5 FOR z m V� 0 u TYPICAL NOTES TYPICAL NOTES 0-4 5EDROOM No. 3 F* E. �D b" EXPOSURE CEMENT FIBER SIDIWa u 0 �4 21 1/�'l ON 1/2"NOM.ZIP-WALL STRUCTURAL SHEATH[% ON 2x(o STUDS a 16" O.C. w/R-21 BATT INSULATION, 1/2"GWB u 4" THICK 3000 f=5I FIBER REINFORCED INTERIOR,TYPICAL 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 3 MIL.PVC VAPOR CONCRETE SLA5 ON 8 MIL,PVC VAPOR BARRIER ON 96%MO[)IFIED PROCTOR 5ARRIER ON W., MODIFIED PROCTOR SYNTHETIC STUCCO FINISH COAT COMPACTED FILL w/""ERMITE TREATMENT, COMPACTED FILL W/TERMITE TREATMENT, ON CMU FOUNDATION,TYP. TYP. TYF. FIRST FLOOR DATE OF ISSUE GRADE 4-1-16 GRADE DRAV�N BY: HGP ce SHEET NO. /�2WALL 5ECTION rl"� UJA_LL 5ECTION OFFICE COPY 3% 12TH SCALE. 1/2"=V-0" SCALE: 1/2"=V-0" A-5 15041 REVISIONS U 12 a "HIGH WIND" ASPHALT SHINGLES ON-0-V FELT ON 1/2 U NOM.5TRIUCTURAL SHEATHING DECKING NAILEI:�-w/8d 0--i RIW3 SHANK NAILS 0 6"O.C.AT PANEL EDGES AND F--4 INTERMEDIATE AND 4"O-C AT CZMPONENT AND z -t!� CLADDING EDGE STRIP 3 "HIGH WIND" ASPHALT SWIWGLES ON GRACE ICE AND D ATTIC WATER SHIELD ON 1/2"NOM.STRUCTURAL SHEATHING DECKM NAILED w/ed RIW-i SHANK NAILS 6 (o" O.C. AT PANEL EDGES AND INTERMEDIATE AND 411 ac AT COMPONENT AND CLADDING EDGE STRIP 3 41-011 31/' 12 12 113"/2 V-411 V-41l f- 511(oll C.F.SWEET SOFFIT wl 511(o" CF.SWEET SOFFIT w/ Ix3 CF.TRIM ON JOINTS ---rX3 Cr-.TRIM-ON JOINTS AND ,@ 2411 OL.E.W.,TYP. AND 0 24" O.C.E.W.,TYP. Lu z 0 u z U ............ u \0 W C) co) OPEN TO BEYOND z M 0 44 u Z LIVING ROOM OFFICE LANAI WATERPROOFING ON FACE BRICK ON u OPEN CAVITY ON 1/2"NOM. SHEATHING INSTALLED VERTICALLY ON 2x(o STUDS a I(o I' O.c. u GMT.FLEXIBLE THRU WALL FLASHING AND WEEP HOLES 6 24" O.C. FLOORING AS SELECTED,COOR w/ INIERIQF DESIGNER 7 DATE OF UE 4-1-16 GRADE DRAWN BY: wup SHEET NO. 10 /000'�iUJALL 3ECTION 10 OFFICE COPY 395 12TW SCALE-. 1/2"=V-011 - A-6 15041 D'U REVISIONS u 12 "HIGH WIND" ASPHALT SHINGLES ON 300 FELT ON 112 U NOM.STRILICTURAL SWEATHIW-i DECKIWS NAILED w/ed 1-4 RIW-,SHANK NAILS @ 6 11 0.6.AT PANEL EDGES AND F-4 INTERMEDIATE AND 4" O.0 AT CO"'PONENT AND z CLADDING EDGE STRIP 0 3 "HIGH WIND" ASPHALT SHINGLES ON GRACE ICE ANF SEALED ATTIC: WATER SHIELD ON 1/2"NOM.STRUCTURAL SHEATHING DECKING NAILED wl ed RING SHANK NAILS 0 (oll O.C. AT PANEL EDGES AND INTERMEDIATE AND 411 ac AT i-oll COMPONENT AND CLADDING EDGE STRIP 0 3 4 OPENING FROM/50�5 ROOM, 12 Ta�mso GARAGE V-411 f- 5116" CF.SWEET SOFFIT w/ Ix3 CF.TRIM ON JOINTS AND 24" O.C.E.W.,TYF. !�A(oll CF.SWEET SOFFIT w/ Ix3 CF.TRIM ON JOINTfAINTED T4G lx(o— AND 0 24" O.C.E.W.,T*Y"V PLYWOOD, SEE STFUCTURAL ca z C) u z �6 CU4 u 5 wm s) OPEN TO BEYOND U z LANAI LIVING ROOM FOYER PORCH, u DATE OF ISSUE aN 4-1-1(o =war—. DRAWN BY: Ll FOOTING,SEE STRIXTURAL, SHEET NO. Typ, 33512TH 10 r7-NUJALL 5ECTION 10 - SCALE. 1/2"=V-0" - A-7 15041 OFFICE COPP REVISIONS u 0 U 12 "HIGH WIND" ASPHALT SHINGLE$ON 3V FELT ON NOM.STRUCTURAL SHEATHIW-i DECKING NAILED wl ed U RING SWANK NAILS 0 io" O.C.AT PANEL EXES AND INTERMED IATE AND 4" O.0 AT COMPONENT AND CLADDIWG EDGE SMF 3 /* 11-4 "HIGH WIND" ASPHALT SHIWsLES ON GRACE ICE AND SEALED ATTIC WATER SHIELD ON 1/2"NOM.STFJICTURAL 5HEATHIWG DECKIWG NAILED w/ed RING SHANK NAILS a (ol'O.C. AT PANEL EDGE6 AND INTERMEDIATE AND 4" O.0 AT 6eMP&4ENT AND-6L D19ING E96E-STR"3 OPENIWS F 5O�IU5 ROM 12 Room T�Z�s GA7,,A7GE 12 31/2 Z— Eovl CF.SHEET SOFFIT w/ 5116" CF.SWEET SOFFIT w/ lx3 GF.TRIM ON JOINTS Ix3 CF.TRIM ON JOINTS Lu AND 2411 O.C.Ell,TYP- AND 24"O.C.E.W.,TYP. lu lu z 0 u z U uz cn OPEN TO BEYOND V4 u KITCHEN D IN ING u z u DATE OF ISSUE DRAMIN BY: SHEET NO. 3% 12TH 10 rT� WALL SECTION 10 It- -8 SCALE: 1/2112 -011 A OFFICE COPV 15041 (iRiVISKONS 0 u 0-� 2 4 14 A-13 "HIGH WIND"ASPHALT SHINGLES ON 3V FELT ON 1,12 NOM.STRUCTURAL SHEATHING DECKM NAILED w/ed U RING SWANK NAILS 11 V' O.C.AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT CDMPONENT AND CLADDING EDGE STRIP 3 SEALE N N N ATTIC TTIC cl\ SEALED A ic F-4 3v z 12 (3m,lyp, ---------------- 50NU5 ROOM 21-011 21-011 50NU5 ROOM ALED ATTIC /7 14'-0" L 777771- 3- 1411 L\/L r r2`NWALL 5ECTICN - 41-011 SCALE: MCII-oll 1/2 z 0 u z CU4 PL4 u H C) z 0 u F-4 TWO CAR GARAGE u WALL u DATEOF ISSUE 4-1-1(o DRA"BY: FOOTM,BEE STRUCTURAL, SUEET NO. Typ. c6 12 39 OFFICE COPY FA 6 12TH LUALL 5ECTION A-9 �--�-ll SCALE. 1/2"=V-0" 15041 'R,1E,V I S 10 N S "HIGH WIND" ASPHALT SHINGLES ON 300 FELT SE&W ATTIC ON 1/2"NOM.STRUCTURAL SHEATHING DECKNIG NAILED w/ed RING SHANK NAILS 0 b"O.C.AT PANEL EDGES AND INTERMEDIATE AND 4"O.0 AT 00�IENT AND CLADDING EDGE STRIP 3 12 12 '/2" GWB ON PARALLEL CHORD TRlJSSES ,@ 24" O.C.,Typ. V-4 METAL DRIP ON Ix2 CF.ON 2x(o FASCIA,CONT,TYP. PLATE LINE - V-01/2 It \S) WINDOW HEAD '��14 CF.TRIM CONT. 5/16" CF.SOFFIT,TYP. 5/41161/2" CF.TRIM CONT. WINDOW,SEE PLAN SEE I/A-5 FOR TYPICAL NOTES MA6TER 5EDR0011 "HIGH WIND" AcA::`HALT SH INGLES ON 300 FELT ON 1/2 0 b"EXPOSURE CEMENT F15ER 61DING NOM.STRUCTURAL SHEATHING DECKING NAILED w/ed 0-� RM SHANK NAILS 0 b"O.C.AT PANEL EDGES AND ON 1/2"NOM.ZIP-WALL STRUCTURAL INTERMEDIATE AND 4" O.0 AT COMPONENT AND SHEATHING ON 2x(o STUD56 IV' O.C. 04 CLADDING EDGE STRIP 0 3 wl R-21 5ATT INSULATION, 1/2"6d8 W INTERIOR,TYPICAL 4" THICK 3000 f=SI F15ER REINFORCED U CONCRETE SLAB ON &MIL.PVC VAPOR SYNTHETIC STUCCO FIN15H COAT BARRIER ON S&%MODIFIED PROCTOR ON CMU FOUNDATION,TYP. COMPACTED FILL w/TERMITE TREATMENT, TYP. FIRST FLOOR C4n L) QRADE SEALED ATTIC: z r_3--*-NUJALL 5ECTIQN �10 SC-ALE: 1/2"=V-0" F Gm,Typi "HIGH WIND" ASPHALT SHINGLES Oq 300 FELT ON '/2"NOM.STRUCTURAL SHEATH114G DECKING NAILED wl 8d RING SHANK NAILS (0" O.C.AT PANEL EDGES AND INTERMEDIATE DOOR AND 4" O.0 AT COMPONENT AND CLADDIWG BEHIND EDGE STRIP 0 3 12 SEE I/A-5 FOR TYPICAL NOTES SEALEDATTIC METAL DRIP ON Ix2 CF.ON STAIR J) 2x(o FAc-/,'IA,CONT,TYP. a/4" T4G AD�ANTEX PLYWOOD DECKI GLUED AND I NAILED TO FRAMING, I PLATE LINE V-01/2" TYP. 771 TYPE IIXII�43 Ix2 CF.TRIM CONT. PROVIDE CODE COMPLIANT STAIR GUAFV 5116" CF.SOFFIT,TYP. RAILS,HANDRAdLB AND RAILS AT LAND WG6. SEE FRC R312.1 AND R312.2 Z 5/4 x5l/2 CF.TRIM CONT. 0 RAILIWS SELECTIONS TO BE BY OLLNER . r. u u Corn U u -< W 0 cn IOY4 i PQ 0 W i z C? co z u L u HALL 4" THIC K 30M P51 FIBER REINFORCED CONCF ETE SLAB ON &MIL.PVC VAPOR L 5ARRI:R ON %%,MODIFIED PROCTOR DATE OF COMPACTED FILL wl TERMITE TREATMENT, ISSUE TYP. FIRSTFLOOR 4-1-1(o DRAMIN BY: GRADE SHEET NO. 3S512TH r_*� UJA4L 5ECTION OFFICE COPY A- 10 2 If KO�ILUALL 5ECTION 15041 \A-106C-ALE- /2 =V-0 j \Ll 000/ SCALE: 1/2"=V-0" REVISIONS A-5 IF-------------------- ---------- 0-------------------------------------0 SEE AT LEFT or rl 0 Ir----------------------------- r El El ------------------------------- --------- ------------------------ ----------------- --------------------------- ---- ---- --------------------------------------------------- 4 L------------------ SIMPSON ABUroro ON 1/2"0 It I I ------- - ------ --------- THREADED ROD EMBEDDED 1 -----------I 0 INTO NEW SLAB w/12-1(ocl TO 0 ---- — ----- r------------ -------------- POST,TYP. 4" THICK 3WO P61 F15ER REINFORCED CONCRETE SLAB ON&MIL.PVC VAPOR cl BARRIER ON %%MODIFIED PROCTOR COMPACTED FILL w/TERMITE TREATMENT 0- TYP. 51M. L--------------------- -------- ----------------------------------JL L----------------- -------------------------------------------- ---------f/41 'rT__ ------------------------- ----------------------------------------- ----Fr A 5 SEE AT RIGHT it U WORDINATE KITCHEN LAYOUT WITH FINAL KITCHEN u DESIGN ----------------------------------- ----------------------------------- r------------- _[--7 7----------------------------1 L------------- I r------------- -7 1 17------------------------- L------------- L----------- J L----I— �l If ^3 A IL-------------- r---------- --------------- ------------ ---------- L---------------- r------ -------------------------r--------------------------- 4" THICK 30,00 ni FIBER REINFORCED CONCRETE 6LA5 ON&MIL.PVC VAPOR BARRIER ON%%MODIFIED PROCTOR COMPACTED FILL w/TERMITE TREATMENT, TYP' 5 ROP m 7 777 \7 77W .51 DOWN I EL. 11 \'�j ON Lu Lu! La! r--------------------- ---------- LL' DROP r--------- b1115111----- ------- Ju; L-------------- L------------- ---------- --------- L------------------- L----------------------- i z 0 L——————————————————— ILN u L-------------------------- cn rq z ------------------------------- 4" THICK 3OW F`61 FI5Ef REINFORCED ci F--------------- U CONCRETE SLAB ON&M L.PVC VAPOR N r------------ u BARRIER ON WE,MODIF ED PROCTOR 0 r I H 8 a Typ. COMPACTED FILL wl TER11TE TREATMENT, cp SIMP50N ABU(o(o ON 1/2-0 ow TYP. F U THREADED ROD EMBEDDED 1 0 INTO NEW SLAB w112-Vocl TO F-4 POST,TYP. u --------------------------------- ---- --------------------------------------------- -------------- ---------------- ----- ------------------------------------------0--i-- E_ L---------------------------------------------------------------------------j u 5EDROOM No. 3- L-----------------------------------------------------------------------------------i _K* LIN DATE OF ISSUE A-& A-1 A-(o 4-1-1(o DRA)WN BY: L---------------------------- i OL--- ------------ 0 SHEAR WALL HOLD DOUN SYSTEM: -- -------------- I '"�FoI-SIMPSON HDU4-5r.)52B ON S/s"+THREADED ROD UNDATIONFLAN SET T' INTO SLAB w/SIMP50N "SET" EPDXY AND L-----------------------------------------j SHEET NO. m 10-5D5 1/4"41/2" TO POST,TYP.EACH SIDE. 395 12TH SCALE: 1/4"=V-0" INSTALL SIMPSON CNW 5ka"J/2" TRANSITION COUPLER NUT AND 1/2"t THREADED ROD TO TOP PLATE A50VE AS DESCRIBED AT VERTICAL 4 OFFICE COPY S_ THREADED ROD HOLD DOUN NOTE. A-5 15041 n ImET I rl47 REVISIONS I x I C'� HOLDDOWN SY5TEM- 1/2"NOM. "ZIP" STRUCTURAL SHEATHING INSTALLED VERTICALLY w/&d NAILS a 4" O.C.AT PANEL EDGES AND 6" O.C.AT FIELD.BOTTOM. 2-2x4/111 PANEL TO BE CONTINUOUS FROM 50TTOM OF SILL PLATE TO TOP OF TOP PLATE� SILL PLATE TO BE FASTENED WITH%4 x 5" SIMPSON TITEN SCREWS AT MAX.32" O.C.UNLESS SHOWN OTHERWISE ———————————————————————T———————————————————- x TRI65 HOLDDOWNS: 1\�10 3-2xI0/I/I I SET SIMPSON AC&R(MAX) TRUSSES AND OUTRIGGERS,AT MAX 24" O.C.AND UP TO 2(o FEET BALLOON FRAME SEE AT LEFT W/ 14-1(od TO POST AND X-oil SPAN,5WALL BE FASTENED TO DOUBLE TOP PLATE WITH ONE 14-1(ocl TO BEAM,TYP. 6MP50N b" SDWC SCREW INSTALLED PER MANUFACTUREI;ro CC% RECOMMENDATION.TRAISSES UP TO 52 FEET SHALL BE FASTENED WITH WICATED ON DRAWINGS. x C14 4-/2/2 C'� Fj -p A-5 c14 7 3-2xI0-/I/I 0 1> r < j 4 >< c14 x x C'� c� C'� n—A 11 11 cq W ul 2-2x4/I/ ri 2-2x4/111 2-2x4/I/I > 51M. > F I > 3-2x10-AA 3- AO-All ... 3-10"LA-/2/2 3-2x10-/t I A x C'� �,�10 ON F— SEE AT RICJ�LT iiiii-4 — I. . I I — SLOPE E11REAK A'. ROOF C�I ---------------------------------- ------------- ------- ------ ------ ----- ------------ u cq 0 0-4 4� -2 -2x4/I/I 24M441:11 2 2 X V-411- 2-2x41I/I -2xl4w x 7� x —1 2-2x4AII it Nt C-4, c� x X 111N C'� C14 9-2x4/111 CA if X < < < BCNI46 ROOM�RZSE%ISEE SEC 'ION 't x C'� 2xI0 JOIST Vol' O.C. )N SIMPE N 2- 3/4 T 4G :D) X F_YWn: DE x GLJED A LED :C) LUS;� w/i -10d NAILS �T FL )Of ;t cq 11 i ID D 50 IUS ROOM AM 2x(o . NSTS 6 24 O.C. )N PI�E-EWGI IEE TR,SSES 4 2, G.,--Yf SAI HTf6j�T RC�F T < < 'o I` I x 13ATH No. 2 < . 2-2x4AA < Ld -2xlO-JA 11< < XXI# K.—xx"el� v Lu SLOPE E A ROOF I >< 101-01, P .AIE WE111;wT CA I u u 3/411 T4G c)vl*--Ex r--Yw v DE X 2xI0 JOISTS 0 VVO.C. )N SII`1P4,CN x zt C'� cq GL;ED A 10 LED LUS;b W/ loci I ILS !i.T FLOOR, FIF -ENGI IEEI;i�D 50 IU6 R, C AND 2x(o :>ISTS a 24"O.C.ON TR SSES 4 2�19 I(o 11 O.C, Tf SAM H4 0;ro 5IT ROOF,T1 F. U 2-2x4/I/I x CD C4n u 04-1 I-st"-T SIMn9N AC&R(MAX) W/ 141-oll ROOM 14-1(od TO P05T Alio 50N,us Cr 114-16d TO E3:-'All,TY`f -- L— I I ll u LVL 2-1 LVL u 3-2xI0-/I/I --------------- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1' 4 DATEOF ISSUE (o 4-1-16 NUMBER OF MEMBERS DRA"BY: SIZE OF MEMBERS SHEAR WALL5- NU15ER OF JACK STUr.>S s EA.END, A-1 3-2xlo-/I/l BALLOON FRAME NAIL ALL EXTERIOR WALLS AS$HEAR WALLS. NUSER OF KING STUDS,@ EA.ENE) AT ALL SHEAR WALL LOCATIONS NOT NOTED 2-2x I OTHERWISE,WALL TO BE SHEATHED WITH FULL HEIGHT COP FfRA1""lIlI""11NG FLAN I - r, R - — — — — — — -L SBEET NO. '112"NOM.ZIP SHEATHING, INSTALLED VERTICALLY, "CALE 3'35 12TH NAILED wl ed NAILS OV 4" O.C.AT BOUNDARIES AND 1/4"=V-0" OFFICE COPY AT ALL OPENINGS,AND b"O.C.AT ALL PANEL EDGEE x C'� CC% ;7\ VMTE wA on, 10. 0. f:, r-7 7 OF 17E rSI:5ET No- 12 H AT INTERIOR LOCATIONS TO BE FINISHED w/GW5, HEADER LEGEND& 4 % $HEAR WALL SHEATHING TO BE UNDER ISM. SSALE: I/4"=I'-0" A-5 S-2 15041 STRUCTURAL NOTES: 1. It is the intent of the Professional of Record that this work be performed in conformance with the requirements of the *REVISIONS authorities having jurisdiction over this type of Construction and Occupancy at this location. > > ox FA5TENING 5GHEDULF REPRODUCED FROM FBC TABLE 2304.S.I.SEE TABLE FOR ADDITIONAL REQUIREMENTS AND EQUIVALENTS) V '7 2. The Contractor shall be responsible for the means and methods of construction and shall work in conformance with all t applicable codes and regulations. LOCATION FASTENING LOCATION 3. All details and sections shown on these drawings are intended to be typical and shall be construed to apply to similar --------------------------- \7----- --------- JOIST TO SILL OR GIRDER 3-ad TOENAIL situations elsewhere on the work,except where shown otherwise. BRIDGIWG TO JOIST 2-W TOENAIL EACH ENL 4. All design loads shall be per Florida Building Code,2010 edition SOLE PLATE TO JOIST OR BLOCKING I&d a I&I, O.C. TYPICAL FACE NAIL -25 psf Live Load,Roof >\ Live Load,Floor-40 psf TOP PLATE TO STUD 2-1(ocl COMMON END NAIL -3-05 BARS CONT. Live Load,Open Balcony-60 psf Dead Load,Floor -15 psf unless otherwise noted STUD TO SOLE PLATE 4-8d COMMON TOENAIL Dead Load,Roof -15 psf unless otherwise noted 2-1(od COMMON ENE)NAIL 5. The Contractor shall be responsible for obtaininci aeotechniGal information for preparing the site and verifying that the site DOUBLE STUDS I(Ocl 0 24"O.C. FACE NAIL is capable of providing min.2000 psf soil bearing. DOUBLE TOP PLATE Wodsl(011 O.C. TYPICAL FACE NAIL THIC<ENED INTERIOR 6. If footing elevations shown occur in disturbed,unstable or unsuitable soil,the Architect shall be notified prior to continuing DOUBLE TOP PLATE a_lrocl COMMON LAP SPLICE 5EARING DROP 3L,45- the work. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3-ed C.OMMON TOENAIL ACALE: 3/4"=I'-0" 7. Step footings below all sanitary and water lines. RIM J016T TO TOP PLATE ed is (01, O.C. TOENAIL TOP PLATE,LAF>6 AND INTERSECTIONS 2-trocl COMMON FACE NAIL 4" THICK 3000 P61 FIBER REINFORCED CONCRETE: CONTINUOU6 HEADER TWO PIECES 1(oci COMMON 1611 O.C.ALONG EDGE CONCRETE SLAB ON 8 MIL.PVC VAPOR BARRIER ON%%MODIFIED PROCTOR 1. Concrete has been designed in accordance with ACI 318-02,"Building Code Requirements for Structural Concrete,and CONTINUOUS HEADER TO STUD 4-ed COMMON TOENAIL CZMPACTED FILL wl TERMITE TREATMENT,TYP. shall be constructed in accordance with ACI 301,"Specifications for Structural Concrete. CEILM JOISTS OVER PARTITIONS 3-1(ocl COMMON MIN.,TABLE 230,5.10.4.1 FACE NAIL 2. All concrete shall have the following minimum compressive strength at 28 days in accordance with CEILING JOI5T5 TO PARALLEL RAFTERS 3-16cl COMMON MIK,TABLE 23013.10.4.1 FACE NAIL 3000 PSI REINFORCED CONC.FOOTING ASTM C 172,C31 and C39: RAFTERS TO PLATE 3-8d COMMON TOENAIL wl 2-05 5AR6 CONT.w/MIN.3011 LAP Footings,slabs on grade and misc.concrete:fc=3000 psi 11 O.C. Cast-in-place beams,columns and elevated slabs:fc=3000 psi BUILT-UP CORNER STUDS 16cl COMMON 24 GRADE 3. Cement shall conform to"Specifications for Portland Cement"(ASTM C1 50). BUILT-UP GIRDERS AND BEAMS 20d COMMON a 32" O.C. FACE NAIL e TOP AND 50TTOM STAGGERED ON OPPOSITE SIDES 17 COLLAR TIE TO RAFTER 3-106 COMMON FACE NAIL 4. Aggregate shall conform to"Specification for Concrete Aggregate"(ASTM). JACK RAFTER TO HIP 3-10cl COMMON TOENAIL 5. Water shall be clean and free of substances deleterious to concrete or steel reinforcement. ROOF RAFTER TO 2x RIDGE BEAM 2-16cl COMMON TOENAIL 6. Construction within 1500 ft if the Coastal Control Line additional requirements: JOIST TO JOIST BAND 3-1(OCI C'"ON FACE NAIL Cast-in-place beams,columns and elevated slabs:fc=5000 psi LEDGER STRIP 3-16d COMMON FACE NAIL ____7 Maximum water-cement ratio:0.40 WOOD STRUCTURAL PANELS Maximum chloride ion content:0.15 percent by weight of cement in accordance with ASTM C 1218. 7. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the drawings.All reinforcing details shall SU5FLOOR,ROOF AND WALL 6HEATHIWG TO FRAMING r7*� THIC<ENED 5LAE3 EDGE (GARAGE) conform to"Details and Detailing of Concrete Reinforcement7 ACI 117. (NAILS 5PACED a 6" O.C.AT EDGES 1/2"OR LE55 (0 d (0"O.C.EDGES AND INTERMEDIATE 12" O.C.a INTERMEDIATE SUPPORTS 15/32" TO 113/32" 8d RIWG SHANK(RW3.23.1) 411 O.C.AT COMPONENT AND CLADDIWG EDGE STRIP �S.�-3 SCALE: 3/4"=V-011 8. Tolerances for foundation and slab alignment as well as placement of reinforcement shall be in accordance with ACI 117, EXCEPT 6" a 5UF`FORT5 WHERE 03,SEE FIGURE 160112(c) "standard Tolerances for Concrete Construction and Materials" SPANS ARE 46" OR MORE) Ilb/32" TO 3/4" ed SINGLE FLOOR 3/411 (OCI 9. All concrete slabs on grade shall be the thickness indicated on the drawings over min.6 mil.PVC vapor barrier.Slabs 4"THICK 3000 P61 FIBER REINFORCED shall be reinforced with fibermesh reinforcement with a minimum 2"fiber length at I lb/cy complying with ASTM C1 116. NOTE: ROOF SHEATHING NAILING TO BE WITH Ocl RING CONCRETE SLAB ON 8 MIL.PVC VAFOR SHANK NAILS BARRIER ON 56%MODIFIED PROCTOR 10. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and the deleterious material.Structural 4" THICK 3000 PSI FIBER REINFORCED COMPACTED FILL w/TERMITE TREATMENT,TYP. fill shall be compacted to a density of a min.95%of the Modified Proctor Maximum Dry Density(ASTM D1557).Fill shall CONCRETE SLAB ON 8 MIL.PVC VAPOR be treated with termite poison before vapor barrier is placed. BARRIER ON %%MODIFIED PROCTOR 11. Footings may bear on undisturbed soil or structural. Structural fill shall be compacted to a density of a min.95%of the COMPACTED FILL w/TERMITE TREATMENT,TYP. U Modified Proctor Maximum Dry Density(ASTM D 1557)for a depth of a min.two feet below the bottom of the footing. 12. The following minimum concrete cover shall be provided for reinforcement: 3"-Concrete placed against and permanently exposed to earth 2"-Concrete exposed to earth or weather,#6 bar or larger -------------------------- U 1 !/2*-Concrete exposed to earth or weather,#5 bar or smaller 1 1/2"-Concrete not exposed to earth or weather for the primary reinforcement,ties,stirrups in beams and columns. 3000 PSI REINFORCED CONC.FOOTING w/3-45 BARS CONT.w/MIN.3011 LAP C'n A 13. All continuous reinforcing steel in concrete shall be lap-spliced with the following minimum lengths: #4 bars-21"min. V-411 #5 bars-26"min. #6 bars-32"min. Ile 11-811 .3-S CONT, #7 bars-46"min. 14. Reinforcing in footings shall be bent around corners or corner bars shall be installed. T 451 1 r10 3ARAGE 5HEAR FRAME H I C<ENE D 6L NTERIOR_ 15. The Contractor shall provide accessories necessary to support and restrain reinforcing steel during concrete placement. \�Ioi-3� SCALE: 1/211=11-011 ��-3 -SCALE: 3/4"=V-011 Accessories which bear on exposed concrete surfaces shall be plastic tipped of stainless steel. %%.WOO MASONRY: 4"THICK 3000 PSI F113ER 15 DOWELS w/12" BEND INTO STEM WALL 1. All masonry has been designed in accordance with ACI 530-02,"Building Code Requirements for Masonry Structures" .___N AND SLAB,COORDINATE w/DOWELS and shall be constructed in accordance with ACI 530.1-02,"Specifications for Masonry Structures". ------- -- --- ---------------- ---------------- CONCRETE SLAB ON&MIL.PVC VA -------- - ------ --- ---------------------- ------------ ------ BARRIER ON %%MODIFIED PROCT 2. Grout shall conform to ASTM C476 with a minimum 28 day compressive strength of 2000 psi per ASTM C1019.Grout shall -S CZ>RNER REINF. COMPACTED FILL w/TERMITE TREATMENT,TYF. ---------- ry ------------ FOUNDATION PLAN mixed to provide a slump between 8"to 11". 8" CMU,GROUT ALL CELLS SOLID 3. Mortar shall conform to ASTM C270 and be type M or S. SECOND FLOOR 45 DOWELS w/12 IBEND FOOTING 45 DOWELS IN FILLED CELL,SEE 4. Concrete Masonry Units shall be ASTM C90-75,Hollow Load Bearing Concrete Masonry Units,Type 1,Grade N-11,normal FOUNDATION PLAN FLOOR TRUSS weight,with a minimum compressive strength of 1900 psi(f m=1500 psi). TRUSS BEARING w/3-15 5Af;6 CONT.w/MIK 30" LAP 5. All continuous reinforcing steel in masonry shall be lap-spliced with the following minimum lengths: it L PANEL SHEATHING #4 bars-15"min. TU 3-16" LVL BEAM 17 16�MSTALLEE VERTICALLY w/ed #5 bars-16"min. #6 bars-30"min. NAILING T 411 O.C.AT PERIMETER ---------=-1--------------- 3000 P51 REINFORCED CONC.FOOTING ---------------- --------- -05 BARS CONT.wl MIN.3011 LAP ALL R0661%5 ii it w/3 #7 bars-40"min. ANL 11 !1 1 it 141 q 4- SIMPSON MSTA30 w/22-10cl 6. Grout all cell containing vertical reinforcement in F-On maximum lifts.Provide cleanouts per ACI 530.1-02 in the bottom ii it i: it NAIL ON INSIDE AND OUTSIDE, course of masonry when wall height exceeds 5'-On. =A! 8"CMU BOND BEAM BLOCK TYP BOTH JAMBS 7. Beam reinforcement shall be continuous across control joints. 114� Av_ 4 - 2x(o JACK STUDS 3/84TWREADED RODS JI it WOOD: it 1; it :i SIMPSON WTT5 w/26-1(ocl 1. All wood framing has been designed in accordance with"National Design Specifications(NDS)for Wood Ckwistruction', 41/2"NAILS w/rus"O x r 5TEMWALL G3ARAGE 2001 Edition. e SIMPSON TITEN SCREW,TYP. 2 SIMPSON LSTWD8 w/24-166 SCALE: 3/4"fl'-O" 2. All wood members in contact with masonry,concrete soil,or exposed to weather shall be treated with an appropriate SINKERS,TYP.EA.GARAGE 1114 preservative suitable to the exposure conditions. le� GMU 5C*�-?ND 5EAM CORNER REINF. DOOR JAMB Z 0 3. When ACQ treatment is used on any wood member,all nailing shall be hot-dipped galvanized meeting ASTM A153, SCALE. 3/4"=V-011 U Class C,or ASTM B695,Class 50.When borate treated is used,galvanizing shall not be required. 134 M W It U 4. Prefabricated wood trusses shall comply with"National Design Specifications(NDS)for Wood Constructiona,2001 Edition /Ie�iGARAGE &HEAR FRAME �4 and"Design Specifications for Metal Plate Connected Wood Trusses(ANSIfTPI 1). 4" THICK 3000 FISI F15ER REINFORCED 04 05 DOWELS wl 12" BEND INTO STEM WALL U CONCRETE SLAB ON&MIL.F VC VAPOR Z C,, Q� �-3 SCALE: 1/2"fl'-O" < AND SLAB,cz��INATE w/DOWELS U "t 5. All trusses shall be designed by the truss manufacturers registered Engineer. BARRIER ON 36%MODIFIED 9;ZOCTOR 8 'Y COMPACTED FILL wl TERMITE TREA 0 6. The truss manufacturer shall submit shop drawings and design notes with the signature and seal of a Florida Registered 0 Z ---------- U Engineer for approval.Design notes shall include the rated load capacity of the truss to truss connectors,the reactions ---------------- 05 BAR CONT. at all bearing points and the manufacturer's license to fabricate trusses using the connector system proposed.The C#411 Contractor shall review and approve shop drawings prior to submitting to the Design Professional. X, 4" THICK 3000 F51 F15ER REINFORCED 8" CMU,GROUT ALL CELLS SOLID U CONCRETE SLAB ON 8 MIL PVC VAPOR 7. Handling and erection,including temporary bracing during installation of trusses,shall comply with TPI HIB 91. 5IMP60N LSTHD& BARRIER ON S5%MODIFIED PROCTOR GRADE (VARIES) 8. All gable end walls shall be balloon framed or braced in accordance with the details as shown on the drawings. U w/24-Vod SINKERS, COMPACTED FILL w/TERMITE TREATMENT,TYP. TYP.EA,GARAGE 15 DOILELS w/ 12 5ENr,) a FOOTING DOOR JAMB 648" O.C. 9. All framing anchors and connectors shall be manufactured by Simpson Strong-Tie or approved equal. X 10. All anchor bolts and threaded rods shall be in accordance with ASTM A307,Grade A or ASTM F1554,Grade 36. LU ------------ W/3-05 BARS CONT.w/MIN.30" LAP ----------- --------------4 DATE OF 11. All metal connectors which are exposed to weather or in contact with masonry,concrete or ACQ pressure treatmerit shall -------- CORNERS 4 MAX.48" O.C. ISSUE be galvanized per ASTM Al 53,Class C,ASTM B695,Class 50 or be stainless steel Type 316.All anchor botts, > V 3WO FS1 REINFORCED CONC-FQOTIWa threaded rods and associated hardware within 1500'of the Coastal Control Line shall be galvanized. W _(0 12. Anchor adhesives shall be Simpson Strong-Tie"SET"Epoxy.Embed holes shall be drilled and cleaned according to DRAV;N BY: Simpson Strong-Tie instructions for the anchor size and depth required. 311 STRUCTURALSTEEL: 5 BAR CONT. 1. All structural steel has been designed in accordance with AISC"Manual of Steel Constructionn and shafl be constructed in SHEET NO. accordance with AISC"Specification for Structural Steel Buildings"',"Code of Standard Practice for Steel Buildings and I/�aGARAC- E JAME3 FOOTING DETAIL THIC<ENEID INTERIOR 3135 12TH Bridges","Detailing for Steel Construction",and have the following designations: SCALE: 3/411=11-011 tl�i T`rFl CAL STE�IUJALL FOOTINe Welded connections AWS D1.1 OFFICE COPY Structural steel shapes,plates,etc. ASTM A36 SCALE. 3/4"=I'-0" S-3 Structural steel pipes ASTM A53 or A501 �-3 SCALE: 3/4"=V-011 Structural steel tubing ASTM A500 @ 15041 2. All structural steel connections and fabrication shall comply with AISC specifications. LINEN CABINET REVISIONS ELECTRICAL LEGEND $ SWITCH,SIWGLE POLE 0 MA ER 15A SWITCH,THREE-WAY VAULTED $4 SWITCH,FOUR-WAY 2'-0 11 SWITCH,RHEOSTAT 110V DUPLEX OUTLET 6WIl"*"ING fDOOL BY OTHERS IIOV DUPLEX OUTLET wl MOUNTING HEIGHT SHOWER uip $ IIOV DUPLEX OUTLET,WATERPROOF . ......... T F LINEN $ 110V DUPLEX OUTLET,FLOOR MOUNTED CA51NE COT c 7z $4 At� IIOV DUPLEX OUTLET,CEILING MOUNTED IJOV DUPLEX OUTLET,HALF SWITCHED 110V DUPLEX OUTLET ON DEDICATED CIRCUIT SEE 5WEET'A-2 220V OUTLET TO 3 LED FIXTURES AT ATTIC \r IIOV DUPLEX OUTLET,ARC FAULT IIOV DUPLEX OUTLET,ARC:FAULT,HALF SWITCHED ACCESS TO ATTIC OVER HOUSE Ell El] IIOV DUPLEX OUTLET,GFI JUNCTION BOX CE IL ING SPEAKER,BY SYSTEMS CMTRACTOR Im DOOR CHIME BUTTON VAULTED I r I L PANTRY DOOR CHIME CABINET 4 LANAI LINEN Fs SMOKE /CAM30N moNoxm)E DETECTOR VAULTED Li PLTvCOM51NATION PHONE TV OUTLET TH �0. I PHONE E30NU6 Ro CLG.WGT.8'-0" Zv TV,CABLE ----------- - ----------- F LIGHT FIXTURE,CEILING MOUNTED,CAN TYPE,LED BUL5 u 20W 6LIDIW3 DO 5EDROOM No. I LIGHT FIXTURE,CEILING MOUNTED I I ___�_VA� TED OL IPE LIGHT FIXTURE,WALL MOUNTED con u LIGHT FIXTURE,WALL MOUNTED FLUORESCENT p TANKLESS REP. 0-1 %J f GAS W.H. ---7fj I I I I - --F__:] COORDINA 1 49 LIGHT FIXTURE,UNDER CA51NET MOUNTED z ------------- F- F- L L KITCHEN LAY 7 F WITH FINAL KI CH LIGHT FIXTURE,2-48" 5UL5 FLUORESCENT ci ura v-ou E51GN -4 LIGHT FIXTURE,RECE55ED STEP 4 ll"N A/C PAL) -- ------- _1==f=ANEL5OARD,12" TO TOP DISC-ONNECT,1211 TO TOP CL T.10'-Ou - 0 REAT ROOM ---------------- VAULTED yl --------- --------- < UP TO BONUS ROCM 11R CEILING PAN w/LIGHT KIT L -4- __1 L I -4- L7 I L--- it Wf= UNDER STAIR C wGT.Io'-o I K TCHEN STORAGE A/c 6VENS I — L L _ _ _ _ 31 CEILING FAN w/o LIGHT — — — — — — — — — — — — — — — — — — 44 4 vhl -Til HALL -elk L $411 CEILING FAN A/C BEDROOM No. 2 VAULTED TANKLESS TWO C:,4f;Z GARAGE GA5 W.H. Ei ZZ FOYER l< 5ATH Zz-& CLG.HdT.V-011 0 Lu CLG_ ELECTRICAL CONTRACTOR SHALL PROVIDE u ci COMPLETE SMOKE /CARBON MONOXIDE DETECTOR SYSTEM cf) W.I.c. CIO AUNDRY DINING OFF I c;E ---------------- 46 REQUIRED BY CODE E :LG.W-IT.10, CLG.HGT. 101-01, CLG.WGT.IBI-00 ALL ELECTRICAL WIRING SHALL BE IN cq cc, T ACCORDANCE WITH 2011 NATIONAL ELECTRIC U -I- �< lo CODE.PROVIDE ARC-FAULT CIRCUIT CART 4W A MAIN INTEMPTERS IN ALL BEDROOMS PER z 1� um CHARGING PANEL ARTICLE 210-12. 0 OUTLET wla F_ g4 54TH T CLG.WGT.�'-O u ENTR L u DATE OF A/C PAD [Ell [Ell ISSUE 44 44 4-1-1(o > DRAVVN BY: wup SHEET NO. 3135 12TH 5EDROOM, N6. 3 VAUL I ED OFFICE COPY ELECTfRICAL FLAN E- 1 ,ALE: 1/4"=V-0"