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HomeMy WebLinkAboutA3-FLOOR PLAN-REV 5-20-21_sealedP.T. 2X6 BUCK ATTACHED WITH 3/6"x3"SLEEVE ANCHOR BOLTS (1-1/2"EMBED) ON 1l" CENTERS (2,000 PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS. OR 1/4"x3" TAPCON SCREWS (1-1/2" EMBED) ON 14" CENTERS (21000 PSI MIN. CONCF4!ETE) OR 8' CEMERS 1C-90 BLOCK I- MIN OD. WASHERS F4EWUIF4ED WITH iAPCONB. ANCHORS MAY BE COUNTERSUNK (E5UT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 8" CBS Wt MIN. 1 "X3' - P.T. BUCK MAX. 1/4" SHI� INSULATION 1/2" DRYWALL 1"X4" PT. WRAP 3/I6"x 1 1/4" TAPCONS FILL ALL HOLES PER MANUF. SPECS REVISIONS DATE DOOR W'' 5-20-21 1 CHANGE E a 6'-10" 6'-10" 13'40" S" 15'40" 1'-4" 0 12' 10" 8" e EXTENDED e �r CONCRETE m (TYP.) O� 14 O 0 @ ' MASONRY BEAM (TYP) HB 11 _2 2 PORCH - DINING 12 \ 9 -4 CLG. TONGUE AND GROOVE V-4 TO 10'-0" I COFFER CLG. % / 12 \ 61 - IT-0" 8" 6 _511 (01-511 LailV_611 81_0 cp = YP 13 ❑°❑° ❑° O - - e 9'-4 CLG. ❑° ❑° N 1'-0" PANTRY - � cq ❑° = - FAUX BEAM - - - 10 9'-4" AFF 13'-3" AFF ISEE 3/A2) - - - ° - N 11 A5V, m II 13'-3" AFF P. 9'-411 A� (SEE C- FAUX BEAM (STAINED) 10 TEMP. QQ °@ 0 m ❑° 2 A3 0 • � 0 Q0 N 9'-4" CLG. I -- 2680 I ------ 1 I BOTTOM OF i -4 AFF�> BOTTOMOF SOFFIT g 8'-8" AFF GIRD R TRUSSFu OOM 0 ASTER BEDROOM _ = - TYP. I r- II vAUL ED CLG. I I '3'-4"'-4" TO 10'-81, DBL COFFER CLG ❑° e ❑ I 2" IT-6" 4" 2' 0" _ _ _ _ _ 5'-0" _ DWI-i-_ _� 2'-0" I.-all3'-2 �6' / \ ___12v 1 \ \ ' \ - 3'-0" _4 2" Al (EGRESS) 8" 4" _ - 4'-4" - e CO BEDROOM 3 9'-4" CLG. SIN DIP. COOKTOP W/ "°°D KITCHEN W/ - i i - J L I I 1 �- - - I I I CL I I 1 I I I I CR MOLDING U1N I-0" 3'-0"MOL e - - I Si (TYP.) O 7j/ TYP (TYP) e - -" COFFER CLG. - C( ( 2 all- AV 14'-2" I I 15'-10" 4 51_3 _511 cq 3 e' 5'-011 2" 8" r- 0 j BATH H L `� 9'-4"CLG. 12 4" 3'-0" 9' ALL 4" CLG. - I � SOY R I I9'-4" HALL eNINEN CLGm L288O = _ �► - - - 16 THRU 2880 `V @ ccr LILE TO `v LG. 77 WALL = N N E - M BEDROOM I 9'-4" CLG. 211 I411 T I I I I UJ III IG I Ln R (VTW) ASH A COMP. 8" o ❑ 2" 8i_411 9'-4" = N BOARD _Oil I 4" 2' 0 2' 0l - 6 1.4011 = 6" 4'-9" 4,' 9'-4" CLG. S'-3" n 9'-4' N 3'-5" 4" `^ IC CLG. I - e O O 8 22" X 54" BENCI T ATTIC ACCESS AREA I W/PD STAIa q�{U IN A3 TILITi RS 1 = AT IC TYP. CLG. z I N l2) 2680 U LL O O°° 0 2 WH (EG ESS 20'-0" 8" ° 3'-6" 3'-6" 8" - `IN 0 10'-6" (� `n N e 4" Il METER NB O EMP. BV. " 8"q,,2" 0 WC 5'- 2" 200 AMP PANEL -9" 3'_4" 3'- 8" (TEMP) 1 ,43 TYP. 22 X 54 ATTIC ACCE55� L W/T STAIRS GARAGE BOLLARD - 12'-4" (SEE 2 1'-011 AFF A2) a ENTRY DE 12'-4" CLG. 9'-4" CLG, TONGUE AND GROOVE ❑° 5 (EGRESS) - Oin 0 - - TILE TO CLG. v 0 ❑° (TEMP) 12 WALL " A N O4'-2" IS N V-4" CLG. cA N ,n `r - 3.- 2 * 9'-5" 1'-5" �' @ MASONRY BEAM (TYP) coki�)TUB OO OO OO s LINE all 1 _9 1 Il_ 11 - 2" - DRWS `p LA O 4'-II 1 _ K SPACE' �,"l LIFT - Ll M. BATH 9'-4" ' TO 10-0" j' COFFER CLG. i DRWS - ^ AV DECK 0 cA cA Q° Q° _ 0 0 12'-4" AFF ° 0 6'-6" _w _ 4 ° V-4" AFF 8" 2' v N (SEE 2/A2) 2" O Q QQ in (TYP.) 16" MASONRY COLUMN W/ 24" MASONRY BASE L cn © (OBSG./TEMP)) _ j N 001 I 10 O1 1 11 1 1 1@1O O 00 19 O 4'-8" IT-O" 4'-8" 8" 1'-1"I.1'-4" V-4" 1'-4" 4'-1" 4Y" 21'-4" 1'-0" 2'-3" V-0" 6'-3" T-10" V-2" 2'-10" I■ ■�l�l O.H. DOOR 0 0 1-*5 VERTICAL (TYP.) WINDOW NOTE: PRIOR TO BUCK INSTALLATION 2'-0" O.H. DOOR APPLY A WATER RESITANT COATING (PER FBC RESIDENTIAL R-103.4) 1 DTL 0 O.H. G;AfRAG;E POOR BUCK 2 T'i'P. WINDOW BUCK DETAIL 3 SCALE: N.T.S. A3 SCALE: N.T.S. 5/8" DRYWALL ATTACHEp TO TRUSS WITH I I/4" N6 SCREWS, 12" O.G. FIELD 8" O.G. BUTT JOINTS CONT. 25 GAUGE METAL TRACK TOP AND BOTTOM W/ 1/2" DRYWALL BOTH SIDES (I) • 10 SMS ® 24" O.C. WALL ATTACHED WITH I SCREWS, 12" O.G. FIELD 25 GAUGE CHANNEL SHAPED METAL 8"" O.C.C. BUTT JOINTS STUDS 24" O.G. BOTTOM TRACK ATTACHED TO SLAB WITH HILTI PINS .145" DIA. X I" LONG WOOD BASE 4 TRIM ®16" O.G. FINISHED FLOOR 3 Tl-F. NON -BEARING WALL DETAIL A3 SCALE: N.T.S. ❑° Em NOTE: PRIOR TO BUCK INSTALLATION APPLY A WATER RESITANT COATING (PER FBC RESIDENTIAL R-103.4) EXTERIOR DOOR BUCK DETAIL �3 I. 2x6 P.T. ON SIDES OF MASONRY OPENING SCALE: N.T.S. 2. FASTEN SIDES THRU JAMB 4 2x6 WITH 1/4" x 4 12" TAPCONS, 6" FROM THE TOP 4 BOTTOM 4 16" O.G. BETWEEN. A SINGLE ROW OF FASTENERS IS ALL THAT IS REQUIRED. 3. FILLED CELLS ON BOTH SIDES OF OPENINGS ONLY ONE SIDE REQUIRES 1 "5 VERT. 11 SIDE VIEW FRONT VIEW DR'r'E=R VENT NiC14E= DE=TAiL N.T.S. GENERAL NOTES Ol. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS WHICH WILL EFFECT THE INSTALLATION OF ALL NEW WORK. IF DISCREPANCIES ARE DISCOVERED, DESIGNER MUST BE NOTIFIED BEFORE PROCEEDING UJITH ANY MODIFICATION TO THE APPROVED DOCUMENTS. 02. ALL CONSTRUCTION SHALL COMPLY WITH ALL STATE, COUNTY, AND LOCAL CODES AND APPLICABLE AMENDMENTS ( LATEST EDITION ). 03. THE CONTRACTOR IS RESPONSIBLE FOR THE ADEQUATE BRACING OF ALL STRUCTURAL AND NONSTRUCTURAL COMPONENTS DURING CONSTRUCTION. 04. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER WHAT DRAWINGS MAY SCALE OR IF WRITTEN DIMENSIONS DO NOT EXIST, WHICH ARE NECESSARY FOR CONSTRUCTION, THE CONTRACTOR MUST CONTACT THE DESIGNER TO OBTAIN SAME. 05. INFORMATION FOR THE BASIC LAYOUT OF THIS DRAWING WAS BASED ON EXISTING OR FIELD DIMENSIONS ( F. D. ). CONTRACTOR MUST VERIFY IN FIELD ( V. I. F.) ACTUAL CONDITIONS AS DISCOVERED AND OBSERVED AND NOTIFY DESIGNER OF ANY DISCREPANCIES. 0(o. THE CONTRACTOR / OWNER ( IF OWNER BUILDER ), IS SOLELY RESPONSIBLE± FOR THE MEANS AND METHODS OF CONSTRUCTION, AND THE SAFETY OF CONSTRUCTION WORKERS. 01. ALL WORK SHALL BE PREFORMED BY CONTRACTORS POSSESSING VALID CERTIFICATES OF COMPETENCY AND OCCUPATIONAL LICENSES, RECOGNIZED AND ACCEPTED BY THE LOCAL GOVERNMENT HAVING JURISDICTION, OR BY OWNER 05. TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPC EIFICATIONS SUBMITTED HEREWITH COMPLY WITH ALL EXISTING INTERPRETATIONS AND PROVISIONS OF THE APPLICABLE BUILDING CODES AT THE TIME OF THE PLANS PREPARATION. NO WARRANTY EITHER EXPRESSED OR IMPLIED IS HEREWITH GIVEN. 0S. CONTRACTOR / OWNER SHALL VERIFY ALL DIMENSIONS RELATED TO ANY PART OF CONSTRUCTION PRIOR TO BEGINNING WORK OR ORDERING FABRICATED MATERIALS REQUIRED FOR CONSTRUCTION. 10, ENGINEER' S SEAL IS FOR APPROVAL OF STRUCTURAL DESIGN ONLY. 11. ALL GLASS IN HAZARDOUS LOCATIONS TO COMPLY WITH R300.4 12. WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. (R302.9.1) 13. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. (R302.9.2) 14. ALL TERMITE PROTECTION SHOULD COMPLY WITH R318 , PROPOSED HOUSE IN VERY HEAVY TERMITE AREA. S. ALL LUMBER USED SHOULD HAVE QUALITY MARKS PER R311.2 16. TILE TO BE INSTALLED OVER FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS. (R102.4.1 AND R102.4.2.). IN SHOWER SURROUND AREAS. 1-1. WEATHERING IS NEGLIGABLE. 15. GYPSUM BOARD COMPLIES WITH FBC 102.3 5T. LUCIE COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL REVIEW AFFIDAVIT OPENMG SCHEDULE: 51111NG DOORS, O*;AAD DooRs, SUDNG DOORS, FIXED GLASS, MOM,, 4 SKTLIG*. OFENMG ID PRODUCT MODEL 0 511E MMFACRM GLASS DESCOPIION ATTACHMENT METN10D TYPE, SIZE, 5PAGMG, 4 EMBEDMENT MWNCT ATIONAL NJBER U-FACTOR %W 5UILDN(s DESM man M W.1 DVA PRESS A 1 25 Sw HWG 8100 PVC (IMPACT) 38, X 63, CUSTOM UIN)OW SYSTEMS 5/I6' LAMI 3/16' x I V4 " TAPCONS, FILL ALL HOLES PLI6111.1 031 0.10 +3655/-3315 4100 l -100 2 25 Rw 06 6100 PVC (IMPACT) 38, X 63, CUSTOM UN)OIU SYSTEMS 5/16, LAMI Y6' x 1114 " 1APC05FILL ALL HOLES FLIbITi.l 031 OB +3655/-3915 +10D l -10.0 3 EXTERIOR DOOR GLARED FIMVjL,4% (2) 38' X %' PLASTPRO 5/16, LAMI V4' x 3 V4 'TAPCONS 6' 9PZM EDGES VOL FIELD FLI1341B 026 OJ5 +3381/-42.11 +45D / -45D 4 PW MIN PVC (IMPACT) 12' X 16' ARCI CUSTOM UMDOW SYSTEMS 5116" LAM 3116' x 13/4' iAPCCNS FILL ALL HOLES FLI3010.4 030 021 +3628/-415% 5 25 SIDLE HIM OW PVC (IMPACT) 21 X 63, CUSTOM UNNpOW SYSTEMS 5116" LAMI 346' x 11/4' TAPCONS, FILL ALL HOLES FL16111.1 031 On+3655/-3915 +10D l -10D b 54 Xbg 031 0.19 +365514811 , in axn rl A_AA FW 9300 PVC (IMPACT) 24' X 36' CSTOM WNX7111 SYSTP-S 5/16" LAMI 3/I6" x 13/4TAprm FILL ALL HOLFS FLI30104 030 021 +3504638 +150 / -150 (8) I H 32 SINGLE HIM 18100 PVC (IMPACT) I 2b VP X 26' 1 CWTOM UINDOW SYSTEMS 15AV LAMI 13Ab" x 1 V4' TAPCONS, FILL ALL HOLES I Rlblll.l I 031 1 OJ5 1 %55/-4811 1 +10ID / -10D I 25 SWj E HWG SI00 PVC (MPACfl (2) 38' X 63' 25 SUE HWG 0100 PVC (IMPACT) (2) V X 63' 25 Sw HW(" 8100 PVC (IMPACT) 38' X 63' H 32 SIDLE HIM 800 PVC H 32 SIDLE HIM 8100 PVC (NMPALi1 26 IR X 26 PLASTPRO 5/16' LAMI PLASTPRO 5/16' LAMI CUSTOM WIDOW SYSTEMS 546, LAM G1510M UiNDOW 5Y51EM5 511b"LAM CUSTOM Uii1DOW 5YSIEMS 546" LAMI CUSTOM IA = SYSTEMS I NV LAMI 3/16' x 13/4"TAPOM. FILL 5 R.13010.4 V4' x 3 V4' TAPCON9 b' 9PZM EDGES, D' OL F ELD FL11341B V4' x 3 V4'TA" 6' FRCM EDGES, VOL FIXED FLI13418 3Ab' x 13/4 " iAP(AN9 , FILL ALL 400 9-13010.4 3116' x I V4' 1APCONS ,FILL ALL HOLES FLIbl11.1 3Ab" x I V4 " 1APCONS , FILL ALL HOLES FLIbrm 3/16' x 1 V4 " TAPCONS, FILL ALL HOLES FLIbIT1.l x b . 3/Vi' x 1 1/4 " TAPCONS , FILL ALL HODS FLIb111.1 030 021 026 0.15 031 0.19 031 1 On 031 0.19 O (` LIi O O ca = cV (V a + N Q) 00 J M + o � 0 o -0:= rn n 0 0 :: J- - _0 * �:a- N p:Z- Up����nn *inPp``�``,• z H � w w a 7w q H a o rh N N �+ Z V N It a w � rn w NON rn u M-1 Uv,0 WW 0x # a�U 0°°aaa�U Lu +3381/-42.11 +45D / -45D JULu I1I� II II W--N--IL II II II Lu 1� 3245/-35b6 45,D / -46ID +3486/-38ID1 + +3655/ 4811 +10ID l -10ID +3655/4811 A0D l -lop +3655/4811 +10D l -10.0 +36 /- + O l - 0D +3655/4811 +VOl -10D 25 SIDLE I#NG 8100 PVC (MAC) 1 38' X 63' CUSTOM UiN)OW SYSTEMS 5/1b' LAMI I 3/16' x I V4 " TAPCONS, FILL ALL HOLES FL1617.1 031 1 0.19 1 +3655/-3915 1 A0D l -10D PRODUCT MODEL'I MAN FXV;!ER ATTACHMENT METHOD PRODUCT APMOVAL BWLDII•NG DESM PRODUCT DE" TYPE, SI A06 T 4 STffKR ETC, NMR msm PIESM .IONS 3' ALUM CUSTOM WINDOW SYSTEMS 1116 CLIPS WK6) 90 SO M INTO WOOD OR METAL OR V4' ELCO ULTRACONS INTO HOLLOW OR GW FILLED BLOCK FL95201 +3bB/-4811 65D / -65D F SHNGLES NCO IDUSTRIES LTD FIOEMLA56 KINFOR RED SHMGLE, 6 FASTERM PER CODE FL1006J VG STUCCO RI (ER (3) LAYERS STUCCO APPLIED TO MASONRY WALL :IT STUCCO RN a (3) LAYERS ST= APPLIED TO HKH RIBBED METAL LATH NAILED TO TRUSS TAILS PER FBC R103M, NAIL OR STAPLE HWCANE PANELS I N/A 6' SPAN OR MORE 8" CONC. BLOCK e 9'-4" AFF 8" CONC. BLOCK a IT-4" AFF b" INT. BEARING PARTITION FULL HEIGHT 6" PARTITION W/ R-13 INSULATION (SPRAY FOAM) 4" OR b" INT. PARTITION FULL HEIGHT LIVING 2,551 5F (23,124 CUBIC VOLUME) GARAGE 469 SF PORCH 340 SF ENTRY 232 5F TOTAL 3,592 SF U- WIN5TON-15-LH-MODIFIED Date: 10-09-20 Scale: As SHOWN Drawn: Ts I I • SCALE. 1/4 IR = 11-011