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HomeMy WebLinkAboutSITE PLANGrENEfRAL NOTES. CONGfRETE CONCRETE SHALL BE NORMAL WEIGHT CONCRETE EXCEPT UNLESS NOTED OTHERWISE. ALL CONCRETE: SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS CURED FROM DATE OF POUR AS FOLLOWS, FOUNDATIONS--- PSI 61-455-ON-GRADE: .._..— 3,000 PSI BEAMS 4 COLUMNS—.—.—. 3,000 PSI LINTELS/ALL .OTHER CONCRETE- 3,000 PSI ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 GRADE 60. ALL WELDED WIRE FABRIC SHALL CONFOW TO A5TM AT A165 AND SHALL BE LAPPED ONE FULL MESH PANEL PLUS 2 INCHES ATSIDES AND ENDSm AND WIRED TOGETHER CALCUIM CHLORIDE SHALL NOT BE ALLOWED AS AN ADMIXTURE. ADDITION OF WATER. TO CONCRETE AT THE JOB SITE IS PROHIBITED, ALL CONCRETE WORK SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF ACI 315 AND ACI 301, THE MINIMUM CONCRETE COVER TO. REINFORCING SHALL BE AS FOLLOWS: SLABS ON VAPOR BARRIER ..... 3" BEAMS AND COLUMNS 1-1/2" FORMED CONCRETE BELOW GRADE - 2" UNIFORM CONCRETE BELOW GRADE - 3" ALL CONCRETE FLAT WORK TO TERMITE TREATED VARIES TILE ON CEMENT BOARD ON INTERIOR OR EXTERIOR WALL TILE ON SLAB v F3 FI 5UN<EN SHOWER DETAIL A2 SCALE- 3/4" . 1'•0" BAR(S) AS REQUIRED BY UPLIFT'TAP"E / 7 e a • dro dro : d : : '0 L .F[5'3u !'.I. e.. av Iv. e♦ e♦ Iro 'd/ > A. .d, d POURED CELL W/I S BAR CONTINUOUS FROM BEAM TO FOOTING (SEE FLOOR PLAN POR STEP DOWN DETAIL LOCATIONS PLACE VERTICALS PER TYPICAL STEP DOWN DETAIL) io 2 DETAIL /,�D 5E,411 NEIC;NT CN,4NG.;E A2 NTS °5 BAR(S) AS REQUIRED BY UPLIFT TABLE \MASONRY DER TRUSS NECTED TO A. e. e WALL 5/S' WEDGEHORS(4" EMBED) 8'-4 ♦ ro 'd A ♦- ro ' Z.. iWCONTINUOUS ED CELL W/1 S BAR FROM BEAM OOTING (SEE FLOOR PLAN FOR STEP DOWN DETAIL LOCATIONS - PLACE VERTICALS PER TYPICAL STEP DOWN DETAIL) DET,4IL e SEAM NE ICxNT Ck4NC�E SEE FOUNDATION PLAN FOR CONC. PAD SIZE AND REINFORCEMENT GrARAGCE GONG. CURS DETAIL NTS Q S us 8Fi6O-1T BF16-113 (#7 REBAR) BF16-IT 8F16-1B M+ W a 4- HE O a c. 8F16-1T 8Fi6-iB 0 8F16-1T m 8F16-1B 8' 59'-8" 12'-4" BB I 161_4 4'_0"1. 00 _HB 0 01 191 is0 3 .0" 0 — O U4"3i_0n � 13'_6 83'_06-4 2-4 -3-4nI 6'_F2d8n I (TYP.) 8F78-iT Ft� BB-1 m DOOR I 6L REc s (� I e — rtl N 9 O 8Fi6-1B (#7 REBAR) - BF16-1T 5 8Fi6-18 (#7 REBAR) O PAD 18F12-1T (#7) I. 0 I 8F12-113 L-----J I 0 • • 1--� — — — ----- FI I 0 IP _ 0 I N BFi6-1 .0'-4" 8F16-1 F3 FIN. FLR s 4'_211 6'-5. 1'-41 IT-0" BF12-1T (�7) I 8Fi6-li 8 8F12-1B O-ALIV-0" AFF 8Fi6-iB (#7 REBAR) O L I v eon: o a'-o^ L-I FILL 4E4"ILL * E 3/A2) o------------ --------------- FI 13'_6" (SEE 3/A2) I NOTE: FIELD VERIFY SPAN AND PLACEMENT OF I GIRDER TRUSSES ABOVE, PROVIDE BEARING AT 13'-4" AFF. AND MIN. 3 1/2"WIDTH. CONTACT ENGINEER I FOR ANY FIELD CHANGES BEMIRED. 1 1 (SEE DETAILS I AND 2 OF Ab) I I I . 4" CONCRETE SLAB (2500 PSU UJ/ I 6 x 6 x 10/10 UJ.UJ.F, OR FIBRE MESH OVER (o MIL POLYETHYLENE VAPOR BARRIER OVER CLEAN, P015ONED FOR TERMITES, COMPACTED (TO j 2500 1=5F OR'35% DENSITY) FILL. I I I I C) FIN. FLR I I L O �8" I I � I 6'•4" 13'-b" " 5'-0" 21-101, 3'-1" 31_11, " 5'-8° '•5 3'-0" 8" V. `-• j h�� 4 X 4 SYP " 2 WOOD POST VERT. 1 = ATTACHED TO SLAB W/ SIMPSON HD58, 2-5/6" HEADER lSEE a I _ THRU-BOLTS, TO POST AND DTL 4/61) IO L — — � , 1-5/8" DIA x 8" WEDGE ANCHOR O I I FMATION i j-------- -- — --- —1 --- 0 4 X 4 SY1 2 WOOD POST VERT. I I I I- - -- - - - - ° ATTACHE TO SLAB W/ L - - _ J IL - - - -1 10 2OS" 8° 3'-0" F5 o 11 " SIMPSON D5B, 2-5/8" O THRJ-501 TS TO POST AND O SEARING WALL V 1 I F2 DIA x 8" WEDGE ANCHOR FOOTING BELOW F2 I I FOUNDATIC q O• a FRONT DOOR W/TRANSOM ABO O - - - " (SEE DETAIL 3 OF Ab) FI v 4' MARYs HALL V HEADER (SEE I F- - - - - - - - - - - F- FOOTING BELOW DTL b/SU - e O I bs NOTE: ATTACH BE 1 • �. FI T6 CBS APCON RING WALL IAGGERED . � BF24-tt_ .� NOTE: ATTACH BEARING W L A 8" O:C. 1 B o21-111IN �8F (21, T IN EMBED) TO CBS WALL W/2 X b P.T, I/4" DIA. L-I eOTr. o e'-3' ' TAPCON 6" O.C. STAGGE D HEADER (SEE N I 2 L — F1 (2 MIN EMBED DTL 4/SU a� ------ 1 — — — — — — — — — - — — e07r. 0 8'-3'. - F3 I -- ---- -- ----J FI•O15'10"2'•"2'-w " 2i1_8" VERIFY6 4vo-r p4 X 4 SYP 0 2 WOOD PO. POOTINi BELpll ATTACHED TO SLAB W/ _j' I i BO LARD SIMPSON HD55, 2-5/0" 1'-0" ° OV55� F3 THRU-BOLTS, TO POST AND I • I 1-5/8" DIA. x 8' WEDGE ANCHOR 0 I 1 FO�B�DATION I A2 I °s -0�-4" I O I FIN. FLR 1 A„ BonL-I ! 0 8'-6' 0 I--�/F3 I O� O O O•� I FI o 0'-4' � � I O O 1 �• 1•lu 3i_2u 2i_Tu Oe I "' FIN. FLR I 7n o O I 1 I FI FI F24- T F3 F3 I I----� j = I F1 F3 O 0 I O F — FI — •� O• -- 00 �° m �° • n 12'-4" AFF I �° • = avza-tt ° I 12'-4° 9'-4" AFF OgBF24-1S, 9'-4" AFF SEE 2/A2) I— — L- - -J I (SEE 2/A2) I • • [TYP.) I FI 2 418 I -1 12" GARAGE DOOR RECE F4 6 L — — — — — — — — — O O O O 68.2 M 00 L F1-- FI 8F16g181`1-BT ¢ OO ®81`20-11]1 (#7 REBAR) se • BB i BB 1 9 BF20-IT O (Q7 REBAR) 8F20-iB 1 I'-10" 4'-bl' 1'-1011 6'.311 f.411 6'.4" 1'-4" 11.1" 1'-4" 8'-011 8" 1'-811 Ib'-0" BB 1'-4" T-10" 8'-2" 2'.10" I6'-1011 10'-0" 9'-0° 59'-811 FOUNDATION 4 HAM PLAN SCALE= 1/4" = P-011 SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS REVISIONS DATE C"T-CRrn SAFE LOAD - POUNDS PER LINEAR FODT LATERAL I BUILDING 6-4-I0 LENGTH TYPE 8U8 8F8-OB 8F12-OB BF16-OB 8F20-OB 8F24-OB 8F28-OB 8F32-OS, 8U8. 8F8 REIN F. CMU DEPT. 8F8-1B. BF12-1B BF16-IB BF20-IB BF24-1B 8F28-1B BF32-18 0 2'-10" (34") PRECAST 2231 1111 4101 6113 7547 8974 10394 11809 1293 1642 2135 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 - 1025 1024 1830 3069 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 592 591 1057 2189 4375 6113'7547 ( 8672 1 10294 1'11809 5'-10"(70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 340 339 607 ♦scat+na4eMt+eaea>Qeej"ud♦ ye°' �•......... 1451 - 2622 4360 7168(u) 6036(1e) 7181(1s) 8328(20) O 7'-6" (90") PRECAST 743 2205 2698 3191 3685 424 534 357 �• o y=, 1011 1729 _ 268 ` sang„) @ 9'-4" (112") PRECAST 699 11601625 25643302 326 512 227 CS 752 1245 1843 2564 3486 4705M 6390 all 10`-6"(126") PRECAST 475 _ 535 890 1247 2093 2777 2163 2536 284 401 178 .� 643 1052 1533 2093 2781 1 3643%1 4754(s ® 13'-4" (160") PRECAST 296 471 755 -.1075 1428 1838 2316 2883. 217 324 109T %i°` °'o,•.••r•m,.=°, <`'3•� 471 755 1075 1428 1838 231s 2883 9 : 17-4"(208") PRESTRESSED N.R. NR NR 1 NR NR NR NR NR N.R. 194 63 300 548 950 132s lsos 1849 2047 8FI6-1T°s OF16-IB 8F16-1T et 3Fi6-iB M L� 9 TI 6 u v EQUI PA SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C C SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BF8-IT 8F12-IT 8F16-1T BF20-IT BF24-IT 8F28-1T 8F32-1T BF8-2T 8F12-2T BF16=2T BF20-2T 8F24-2T 8F28-2T 8F32-2T 0 2'-10"(34") PRECAST t972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 O 3'-6". (42") PRECAST 1569 2524 3547 4569 5591 6613 .7636 1569 2524 3547 4569 5591 6613 7636 3O4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077. 5861 1207 1940 2724 1 3508 - 4292 1 5077 5661 5'-10"(70") PRECAST 909 1492 20935 2694 3295 1 3897 4498 929. 1492 2093 2694 3295. 3897 4498 T-6" (90") PRECAST 727 2s 1021 16341 2102 n) 2571(io 3039(1o) 3508 a 727 1166 1634 2102 2571. 3039 1 3508 8'-4 (112") PRECAST 591 680 1133(m) 14711s. 1811(1 2152(io 2494(ts) 591 851 1326 1705 2084 2463 2842 O10'-6"(126"):PRECAST 530 552 914 (s) 11851s 1458is 1732(s) 2007(I5 530 686 1183 1526 1865 2204 2544 ® 13'-4" (160") PRECAST 418 (s) 373 606 (14) 783 (,) 962 1, 1141 Y,) 1321(14) 428 455 770 1145 1444 1718 1993 9O 17'-4" (208") PRESTRESSED 187 255 404 1: 520 s) s37 („) 754 (,:) 872 17 192 303 500 732 1 993 (s)j 1268.(14) :1470 1, ALL LINTEL AND BOND BEAM REBAR TO BE $5, UNLESS OTHERWISE NOTED. LINTEL D5IN LOADS BEARING: "30 pof LIVE LOAD (200 psf TOP CHORD) 10 pof DEAD LOAD (100 psf BOTTOM CHORD) UPLIFT: 2(o pof MINUS DEAD WEIGHT OF BEAM (120 PLF) I. ALL LINTELS ARE SFI6-15/IT EXCEPT AS SHOWN, RECESSED LINTELS MAY BE USED FOR SPANS S 8'-4" (9 -S" MAX. LINTEL LENGTH). 2. ALL LOADS ARE P.L.F. 3. ALL VALUES BASED ON MINIMUM 4 INCH BEARING. 4. LINTEL DEPTH MAY BE INCREASED AS NEEDED TO FIT OPENING, NO ADDITIONAL REINF. REO'D. E. RECESSED DOOR LINTELS MAY BE SUBSTITUTED FOR TYPICAL LINTEL. PRE -CAST LINTEL U z V z W � m W a w zMA u N N W u' HW�N U S � N 8z W Gad U ,5 � -y— i 1Lu . LOADS PER LOADS PER w •. SFS-IS, SFS-IS, "1 REBAR 5 REBAR Sv ; h • ro 1I®�/ 1 h. • a ,M {t , - w [. srh CV 4 r L-1 L-2 BB-1 BB-2 8F12-1B/1T 8F16-1B/1T 8F20-1B/1T 8F24-1B/1T 8F28-1B/1T ' ALL LINTEL AND BOND BEAM REBAR TO BE 05, UNLE55 OTHERWISE NOTED OND 5 ,45CH DULE MARK SIZE REINFORCEMENT REMARKS BOTTOM BARS TOP BARS BB -I 811 X 8" X CONT. ... 1-05 CONT. PERIMETER BEAM BB 2 (2) 8" X S" X CONT. --- I-"5 CONT, PERIMETER BEAM I L F 8" X 8" X PER SCHEDULE I-"1 CONT. --- LINTLE (BOTT, e $'-0" L 2 8" X 8" X PER SCHEDULE 1-05 CONT. LINTLE (BOTT, m V-O" +/ ) NOTE: AT INTERSECTIONS U5E 1- S CORNER BAR 30" LONG, EACH WAY L� Lu � � m C0LU� IN &CH DUL _ _Q u- G-I 8"x8" GROUTED CELL W/I"9 VERT. G-4 RE]❑ 16"xlb" GROUTED CELL W/4-S VERT. C-2 e • 8"xl2" GROUTED CELL W/2.5 VERT. 02 C-S Z 4" X 4" El C •CI s❑ 8"xl6" GROUTED CELL W.5 /2VERT. 0� 9�!_a 1<JZ L.d X ll-.LUI C Vt L ' ` FOOTIN GT 5CH DUL MARK SIZE (W X L) THICKNESS (T) REINFORCEMENT REMARKS . WIN5TON-RH-3 CAR BOTTOM BARS TOP BARS FI I'-(o" CONT. 1611 2-15 CONT, 1-05 CONT, MONOLITHIC Date: o2-20-Ia O 1'-6" CONT, I6" 2-05 CONT. ---- BEARING WALL SCgIe: As SHOWN F3 1411 X CONT. 3' 6" X 3' 6" 1211 1-15 CONT. --- THICKENED EDGE Drawn: TS 42 F4 12" 'S REBAR 6" O.C. EACH WAY COLUMN PAD TOP AT 1611 BELOW FIN. FLR Fg 3'-011 X 3'-0" 1211 "5 REBAR 6" O.C. EACH WAY File Co-,) 1 GGI GII e, 31,_mll 121_411 IV-4" NB of --. -_ �° • 0° � 0° AV III v Q WG S'-4" CLG. 811 151_611 4 Vn 131_61, 811 61_°11 L 5 -611 11 5 _811 isl_m0 411 , 51_811 11 g" BATH 2(NO FiCES ) - N (TYP.) _, BSC M V-4" CLG. 4 m O PROVIDE BACKING v OO SS O S o S 4 = e S e � FOR FUTURE GRAB BARS e S MASONRY BEAM (TYP) \ _ 11 / •0 I (EGRESS) PORCH12 r ----- PINING. - BEDR00 �' o �,-.�� 5 11 S-4 STUCCO CLG. I / ✓ 12 \ \ 21-4 TO 10'-0 / \ COFFER CLG. e V .J V YJ V 11 /_V5 11 1•11_m11 411 p1p11 II Iml_811"V J_1_G11 V V 211 G11 V Zn ------ -- ELEC. 31.011 FTV:pq,) FAUX F METER TEMP. g'_4' SEE 3/A2) BEAM I 3060 r Qo : Oe e ip e S; I I I I s "A"FINISHED SHELVING1_1""E4 0PIP FAUX @EAM (SE 3/A2) T.0" 411 411 WICo a1T STAINED I- JN\ all I�A�ITR I 0 91.411 CLG. 9 0 BOTTOM OF GIRDER - 9 -4" CLG. 2680 O 2 • tC BEDROOM 5TER B DROOM SI-411 (NO ARCH �--� A3 t P 11 9' 4 TO I 0 = a- e IDBL. COFFER LG. LG.- - V-41 3.011SLIDING 5 � - SHELVES 18 (EGRESS) 10 I2/ � \ \\ -;�- - III Dw Z" 14'=4 4" / / 3�L ° G11 I'-8" 2,-0" 51-0" 2 0"\ 4" 12'-6" 211 811 8 J .i / \ \ FARM SINKISP. e COOKTOP GREAT 00M I a)W/ HOOD\ko\ BEDR00 3 (TYP.) rot I vAULTE CLG. 1 0 (V11I C`� _ _ yj - - KITCHEN TYP o -(TYP) N e V-4ITO10.0 COFFER CLG, a 71 e \ MARCH LAV LA 8,1 qJ I ! 211 51-01 " 11 _311 4". � 611 I� I " 3-10 4 1 _- BATH z -J -l_5 T LINEN 9'-4" CLG. Gn TE A55 R I9 - -_ NENC.W/D O V-4" CL81'. : ry� S (OBSGITEMP N HALL L 3 -011 411 y-0" pl_411 I f0 J _ BEDROOM 2 N 2880 L1N�, 9 2880 I r �y� I V-4" CLG.- -' m VENT - _ = 1 FR N WALL I I 19 12'}4" CLG. DRYER _ II411 211 (v1W) TIDN �� - LAUN RY IRRI 6II/8" 411 V 4" b" 71_ " 611 ' e 12 _9" 2 1g11 Z m1 4 _ " = INK 81 411 211 0° 8" PIMP WI � � rL WIC � I =i I I ¢ rN V e Q 9'-4' G 9'-4 CLG. a TS a A3 A44U IN �1TIC ACCESS $2 X 54 II UTILITMETS 0 LE", T-M 0 A8 . 5� ® TYP. ATTIC Q z U 9'-4" GL I UPPER UPPER S e (EG S�) N .�1 U N HE m m a N v N w j fV IY ,_ o Q o g� 9 BEARING WALL. WHY��.,�p I �Dv IVY! DRTWl41..BO1H6DESAWR0f0AM 8(44 PANEL (1GI) g" 4i 1_G" 4" Im,_o it 2" 811 1_I11 11_4" 9 21_pl Q11 OYI_Q11 fI V 811 - �. C1 OV v Q I BOI LARD ATTIC ACCESS r TEMP.GLASS `T ENTRY TRY 22" X 36" g 9 * EDOOR 9'- "CLG. ° 12'-4" CLG. E AND GROOVE �- (TEMP) _ 0 4 ' KNEEWALL W/ C. L5. ENCL. ABV. _ _ r EGRESS) GARAGE �° r S S S S - O T-4" CLG. U1Y�P T" 150 4'-11i1 7 3'-2' 41_2" e 0 N \\ a 2 " i M, BATH = S _ _ DRUki V-411 TO 10'-0" DRW5 COFFER CLG. --- Ln e c6 "' MASONRY BEAM (TYP) AV LA TUB DECK • • O 8' 121.411 Arr e S = SS= 811 " AF" V-4 a 121_411 V-4" AFF 2 61_l_11 v 9 (SEE 2/A2) (SEE 2/A2) X (TYP.) N S S 16" MASONRY COLUMN W/ 24" MASONRY BA E 0 I t0 A3 e is TYP. \ S S 7 Oe S (OBSC✓TEMP)) 2 O 00 • O O II I II 4 -I 4 -I 1 II b -3 I II I.4 I. I b -4' 1 I I -4' 1 I I.7' 1 I.411 I 8.0" gu I I -g11 161.011I.4 1 1 I 2'-101, 81.211 2'-10" 16'-101, 101-01, 191.011 5V411 ®® L SCALE: 1/41' = 1'-011 P.T. 2X6 (4" EMBED) w/ 1/2" DIA, BOLTS WAUASHERS, OUTSIDE EDGE EACH SIDE OF BUCK e81145", 10", 100" ABOVE RESESS (TYP. 0 BOTH SIDES OF DOOR) � C-N 1-"5 VERTICAL (TYP.) O.H. DOOR all C55 V MIN. 1"XVL P.T: BUCK MAX, 1/4" ! WINDOW NOTE: PRIOR TO BUCK: INSTALLATION APPLY A WATER RESITANT COATING (PER FBC RESIDENTIAL R-103.4) DTL a O.N. GARAGE DOOR BUCK r2--� TYP. WINDOW BUCK DETAIL SCALE: N.T.S. q3 BCAL JLATION DRYWALL 4" PT. WRAP N 1 1/4" TAPCONS -.ALL HOLES R MANUF. SPECS 5/S. DRYWALL ATTA.O-RO TO TRUSS WITH I V4• % SORE W, 12'Or- FIELD e' OG. BUTT JOINTS CONT. 25 GAUGE METAL TRAM TOP AND BOTTOM W/ V2• DRYIUALL BOTH SIDES (1) " 10 eMS a 24" O.G. AL WALL ATTACHED WITH �e SCREWS, 12' OG FIElD 25 GAUcE C 44-NEL SHAPED METALS' OZ. BUTT JOINTS 6TUD6 24" OA: BOTTOM TRACK ATTACHED TO SLAB UTH 141LTI PINS .148" DIA. x I" LONG UMD BASE 4 TRIM -Ib' QC. F5418HED FLOOR TYF. NON -BEARING WALL DETAIL A3 SCALE: N.TS. 6' I ' FINISH BACK -OF DRYWALL DRYER VENT t- 21" RECESS II L DRYEk VENT RECE S SIDE VIEW FRONT VIEW 25�1'E:R VENT NICHE 1:>ET,41L N.T.S. GENERAL NOTES 01. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS WHICH WILL EFFECT THE INSTALLATION OF ALL NEW WORK IF! DISCREPANCIES ARE DISCOVERED, Di:"SIGNER MUST BE NOTIFIED BEFORE PROCEEDING WITH 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. 06. THE CONTRACTOR / OWNER ( IF OWNER BUILDER ), IS SOLELY RESPONSIBLEt FOR THE MEANS AND METHODS OF CONSTRUCTION, AND THE SAFETY OF CONSTRUCTION WORKERS. 0-1. 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 0a. TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS SUBMITTED HEREWITH COMPLY WITH ALL EXISTING INTERPRETATIONS AND PROVISIONS OF THE APPLICABLE BUILDING CODES AT THE TIME OF THE PLANS PREPARATION. NO WARRANTY EITHER EXPR_SSED OR IMPLIED IS HEREWITH GIVEN. 012. 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 }TOR APPROVAL OF STRUCTURAL DESIGN ONLY, 11. ALL GLASS IN HAZARDOUS LOCATIONS TO COMPLY WITH R3OaA 12. WALL AND CEILING FINISHES $HALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200, (R302,al) 13. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. (R302.9.2) 14, ALL TERMITE PROTECTION $HOULE) COMPLY WITH R318 , PROPOSED HOUSE IN VERY HEAVY TERMITE AREA. 15. ALL LUMBER USED SHOULD HAVE QUALITY MARKS PER R3112 16. TILE TO BE INSTALLED OVER FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS. (R702.4.1 AND R102.4.2.). IN SHOWER SURROUND AREAS, 1-1. WEATHERING IS NEGsLIGABLE. 8. GYPSUM BO�COMPLIES WITH FBC -102.3 5T. LUCIE COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL REVIEW AFFIDAVIT OPENNC SCHD W SIIG NXNS OkWFAD DONS S GMG ODDS f@D k S8D ARS UPENNG ANOW all � WW FICD RR pA4 R1 k}NENf IERGD PRDDUCI Oak BJIONIG FE9(k MVICTI)DN > ID IIESCWP GN 1,n 9tT, SPIDNG, k 0iWMNI1 NLNBD I TIM FINE EN.T.S. IS" MAX. IS" MAX. 1611 MAX, 6_811 ME01•o NOTE: PRIOR TO BUCK INSTALLATION APPLY A WATER RESITANT COATING (PER FBC RESIDENTIAL R-103.4) r¢1 EXTERIOR DOOR BUCK DETAIL 1. 2x6 P.T.ON SIDES OF MASONRY OPENING SCALE: N.T.S., W ti W 2. FASTEN SIDES THRU JAMB / 2x6 WITH I3V 1/4" x 4 IR11 TAPCONS, 6" FROM THE TOP W M 4 BOTTOM 4 16" O.C.. BETWEEN. A SINGLE M ^ ROW OF FASTENERS IS ALL THAT 19 f-I REQUIRED. i34 3. FILLED CELLS ON BOTH SIDES OF OPENINGS ONLY ONE SIDE REQUIRES V N N M 15 VERT. U. W �U��°ZC7U v� 0w N � a4 REVISIONS1 DATE 71 BUILDING 6.4-IS 0 4f3..y, U z 3SNNE HAG 8100 PVC IMPAC I Qmw IN SISIENS S 1 Im 3 I x 114 iPHYA1S , Hl NL NBBS FL 16177.1 +36 55/-39.75 +70.0 -70.0 ® 00E40R DOOR OPAQUE FIBERGLASS 196' iII TRU N W 14 x 3 I { Tmz r to m 12 O.0 ED FL 20468.6 + - +50.0 -50.0 R � TOED 9A41R4601 PW 8300 PVC IMPAC 1P N I6' 0 O1;TDW WNDOW MU 5 Ir LW 3 I6' X 1 J 4' BWC08 fll NL HMLS FU3010.3 +36.28 -47.58 +75.0 -75.0 � 6 75 SNOT (LNG 8100 PVC IMPAC % 6] OSNII NWIDON ASRIG 516 U4 J 16 X 1 14 UPCONSS FLL NL fNFS FL 16177.J +36.55 -39.75 +70.0 JS SNNE HIG 8100 PVC IMPACT 5( 16J Z% MWDOW ASBkS S 16' LW J 16' V 1 1/4'TAPCONS, FIL kL MB FL 16177.1 +36.55 - .11 +70.0 -70.0 PW 8300 p b 4 4NIN k, FL +75.0 -05..0 H32NIHG 81 W PVC M I N 26 DOR 4J16x1 llll L1 0P Lu Q9 FDH W PW 8300 PVC(IMPACT] 24' N 7P' 0&BI mm S3SRYS S If UIII 316' x 13 4Jk' X , FIL kL Im FL13010.3 +17 -49.58 +75 0 -15.0 ENIN DZ GLAZED FIBERGLASS 2 38' x 96 M VIAiRU 516 LV 14 x 314 ik0716 fi R0II B1C#5,12 O.0 FEID FL 20468.12 81 + - +50 0 -50.0 N y 1 p ffBR WIIS G BERCIASS X I IS X 2 3i X SBB 110111RU 516 Ukl 4 x 314 iA°a IS fi R01 EDC45,12 C FEID FL 20468.12 + - . +50.0 -50.0 1 FED AA4 NO PW 8300 PVC IMPACT N J6 AR0 B,Sf01I W1IACWI SISRNS 516 Im 316 X I J 4 iiPoC11S Fu kL 4fS fL13010.3 +34 B6 -38.07 +75.0 -75.0 75 9NiE HNG 8100 PVC IMP�T N 61 affl ym SYS R S 16 LAW 316 X 114 TPM , III A OB FL 5823.2 +1155 -48.11 + -70.0 73 NAE HN6 8100 PVC IMPPC 2 9 N CL510N WMDp SYSDIISS 516 M4 316 X 114 ikCRB fu kL GLES FL 58232 +36 55 -48.11 + -70.0 EOBG& D086 G CLASS J2 N 96 iIIRN11fN 516 m 14 ON 14 1kCOWS 6 f M EDC+S, f2 OD U R 20468.10 - • +50 0 -50.0 25 SKE NIX 8100 PVC IMPACT N 63 BGWY WWDOW M516 U4 3 I X 114 iA"COfS , FILL ALL HOLES FL 16177.1 +36.55 -48.1 T + - u H 25 941E WIG 8100 PVC IMPACT x6y DM NNDON S(SRAS 516 W 3 I X 1 14 1P!'C08 , Ni ALL WB FL 16171.1 +36. 5 -48.11 + . H 32 III YIINDOW SS ENS 516 U4 3 I6 X 114 iAIM , NL ALL OB FL 16177.1 +36.55 -48.11 +70A -70.0 2 8100 PVC IMP 31 N N1ND01 SfHE 516 U4 3 I6 X 1114 GPM , Ni ALL RB FL 16177.1 +36.55 -48.11 +70.0 -70.0 WINSTON-RH-3 CAR PEC m l MINFNAPfR 4WBIFLB WBNOD N 00.Cf N4 �lPL NO EU OIIG DEH(41 PEN[ FODUCf DESGN Puff ate: 02-20-18 MUWONS CIS-02 MU GNDR ASIX VI6 X 111IM , ILL All Rl,?� NN.1 J�4' U11kD6, MN. I N BSDOIff FL 9520.1 +36.55 -48.11 +80.0 /-80.0 ROOF ms PfHORCED SIINNL 6 FRO PER CODE FL 8355.1 SIDING SNIfD EDR LOBS SMCNNI II'M ID iI1V-m Nk1 S C a I e : AS SHOUIN SOFFN Sf WJ UOE5 SOXfO NM 10 0 M KTAL M1H MUD 1O TM J45 PER FBC RI03.6.1, 011 OR SBDIE WALL LEGS AREA CALCULATIONS Drawn: rs mnnunmNnnnm - !ifi}i}i}i}i5fiTitd}.I�J�Afi �51dd61 Kt. BEARM- VULATION OA "_ 6' NT. PARTITION FULL Writ -IT LIVING 2519 5F (26,303.3 CUBIC VOLUME) GARAGE 623 SF PORCH 340 SF ENTRY 222 5F Kiln Irr, TOTAL 4004 5F PORCH VENTING REQUIRED METAL LATH 4 STUCCO SOFFIT W/ 1" X 24" (1 SF.) SCREEN VENTS (MIN. I/150 SCREEN VENT AREA TO CEILING AREA) (340/150 = 2.21 SF VENTING: REQUIRED) (3 VENTS PROVIDED) ALL 'N' TRUSSES ATTACHED TO 'FGI' GIRDER TRUSSES W/CONNECTOR 03 ISEE SCHEDULE FOR NAILING:) ALL UPLIFTS LESS THAN 8000 1. 0 L 0 U= 3000 U• 600P I R=10660 o 0 0 u=n96+ yv c� u w w w w w N16 DR CJI U-400 5 CJ r Nl _J (L C J (U 15 EJ Nl EJ O Q Nl Q U=1811" ly EJ 0 1 CU •5393� EJ U•19 (y) r Ptyk FOR cr N o (m r J EJ6 IL T 2" (v N EJ6 08 0 EJ6 ONO .9 Pa EJ6 r� 6 1 EJ6 OS EJ6 t�/Ji .\/1 1 1 17 / / / /\; 5' IN EJell WE EJ EJ (L I 12 EJ Vl N N N N N N N N N N C > > > > > > > > _ 2 PLY i _ _ _ ~ x x x = _ > U=1421= I e 2 •3138" U•102100 CO I B I CO4._ CO i� 12'-4" CLNG CO BTM OF LE ER?@ 9'-4" " ❑ -0 C ( " CLNG) KOl xxxx G s KOE Cu = VTU23 C-1 J 0 V Lq CJ22 CJI I' CJl w DR P VO � w / L01 w O L02 ( uj CJl DR❑ T/.0 ° RUl^a w U �3 u u u u CJ CJl w — l CJ �� y ALL ENTRY TRUSSES ATTACHED TO MASONRY WALLS/BEAMS u w Iliu W/CONNECTOR I�. (SEE SCHEDULE FOR NAILING:) ALL UPLIFTS LESS THAN 1800" - ENTRY VENTING REQUIRED 0 METAL LATH 4 STUCCO U= 3000 SOFFIT W/ 1" X 24" (1 S.F.) SCREEN VENTS (MIN.1/150 SCREEN VENT AREA TO CEILING AREA) (222/150 = 1.48 SF VENTING REQUIRED) (2 VENTS PROVIDED) O U. 300" y n -I -) -I �h v L) c) w w. w w w L) u O CJl CJl O 0 0 0 Ln 'r1 U. 10000 t i. U=450+ 0 a AN CONNCTO SCHEDULE REVISIONS DAT QBUILDING OFFT 6-4-16 TRUSS/ MEMBER MARK/ID UPLIFT FORCE C 0 N E C T 0 R ONNECTOR/DEVICE CONNECTOR ALLOWABLE LOAD VALUES NAILS-QTY. 4 SIZE PER CONNECTION (106 NAILS SI NGLEI MEMBER TRUSS 11 LONG FOR TAPCONS - QTY 4 SIZE PER CONNECTION BOLTS - QTY 4 SIZE PER CONNECTION,' REMARKS / PRODUCT APPROVAL REACTION UPLIFT LATERAL LOAD PARALLEL TO BEAM FI LATERAL LOAD PERPEND TO BEAM F2 UP TOE SIM SON 9-IOd X I I/)" NAILS R E02 U-1230 TRU SAL 1810" OR 0 HETA 20 SINGLE 1,510# 3400 1950 EA. STRAP- _ ci e 2 BOTH END$ TO 25000 U =959 _ iA FL-11413 , 2 PLY MASONRY DOUBLE 12-16d NAILS ., N Cu N � EJ7 IA SIMPSON O� 2,500" 1350" 1520" ADD 2 X 4 SCAB 12" LONG ''�,•' ° {f9A Y.ti ~ _ = V0 Cu V! rtl!lldftl,NPiF4'YitiiY1Ni50Ni O I PLY TRUSS- 8 -16d MAILS EJ7 GIRDER TO WALL 2 50UP T� O SIMPSON LGT2 2150" 100" 110" 16 - 16d SINKERS a vo 1- 1/4" X 2 1/4" TITEN FL-11410 a EJ7 TRUSS TO BEAM UP TO O SIMPSON HIOA 1140" 5900 265" IS - Imd x 1 112" FL-11410 V 0 (WOOD) 1140" m EJ7 14 -16d SINKERS TO STUDS U TRUSS TO BEAM UP TO 0 SIMPSON LGT 2 20500 16 -16d SINKERS TO GIRDER FL-11410 (WOOD) 20500 -- ADD 2 X 4 SCAB 12" LONG a EJ7 TO I PLY TRUSS- 6 -Ibd NAILS TRUSS TO BEAM UP TO O SIMPSON LGT3-SDS2.5 32850 ____ ____ 26 -16d SINKERS TO STUDS FL-11410 (WOOD) 36850 12 SDS 1/4 X 2 1/2" TO GIRDER 4 EJ7 ADD 2 X 4 SCAB 12" LONG H a TO I PLY TRU55- 8 -16d NAILS TRUSS 70 LEDGER UP 70 O SIMPSON HUS 26 2330"' 1335" ____ ____ 14 -16d NAILS TO LEDGER FL-10655 � in W EJ7 (WOOD) 13350 6 Ibd NAILS TO TRUSS W M a TRUSS TO LEDGER UP TO O SIMPSON HUS 28 2905" 11200 ____ 22 -16d NAILS TO LEDGER FL-10655 cn A EJ7 (WOOD) 11200 ---- 8 - I6d NAILS TO TRUSS 'n NOTE: ALL TRUSS TO TRUSS GONNECTION5 5Y TRUSS MANUI=. EJ7 SQUARE CUT OVERHANG 12 5 5-1/2" HEEL HEIGHT ■ 11161 MOP EJ7 I�I Q� I�I®I skm[EJ7 Z WS I VZZZZZA I I VZZZZZ1 1120 VA, j I `1=114]I■■I I■ICI I\�II�I■■I I�I�I II�III 0110N �■�■��I ©®"`©'I■II■III •" 4 5 R•4215" Ltblt— U=841" U=1929" D02 BTM IF EDGER?@ 90-4" D03 8 SI � D04 O9 D05 D06 D07 • 337 ZL u 2462" CD in 0 JIM&TOrli GARAGE VENTING REQUIRED METAL LATH 4 STUCCO SOFFIT W/ 7 X 24" (1 SF.) SCREEN VENTS (MIN. 1/150 SCREEN VENT AREA TO CEILING AREA) (623/150 = 4.15 SF VENTING REQUIRED) (5 VENTS PROVIDED) G 3 O 3 7-----_ \ O RIDGE 2 \ �O / DI 2 0 2 2 o z__ 3 O 3 (A: 8/8 CDX PLYWOOD DECKING NAILED TO TRUSSES w/8d RING SHANK NAILS, AS PER ZONES. ZONES D &O. 8d RING SHANK NAILS 0 Cox. THROUGHOUT. OZjEJ O: 8d RING SHANK. NAILS 0 4"o.c:. AT EDGES. 8d RING SHANK NAILS 0 Cox. AT INTERMEDIATES. T�I f=ICAL END DETAIL f;R00f= NAILING ZONES _ ISOLATE TRUSS FROM PIGGY BACK TRUSSES ATTACHED TO MAIN SPAN TRUSSES W/ NOTE: CONCRETE W/ A GAILY. SIMPSON LTS 16, 12-10d X 1 1/2" NAILS (FL 1045(b) (TYP.) SEE TT". WALL METAL PAN OF A SINGLE emu. (NOTE: INSTALL THRU PLYWOOD) SECTION FOR LAYER OF 030 FELT. FURTHER DETAILS A.`J' 4J1—LL 2X4'e AT 24" O.C. ANCHOR TO ROOF —I LPL TRUSS W/ SIMPSON 1 S24,SIMS 6-Im NAILS (FL 1 1/2" SIMP50N. HMSKT SIMPSON HTSMI6 (r DROP GABLE W/ SIMSPON H8, Im-Imd X I I/2" " STRAP W/ (4) 1/4' DIA. /FL I1410) CTYP.) W/ (4) I/4 DIA. X 2 Ya' TITEN SCREWS .LLu IR sDs scREWs ro_ U INTO BEAM AND (8) 12" INTO TRUSS AND (5) 10d x 1-1/2' NAILS INTO C3) LAYERS. OF STUCCO APPLIED OH 1/4" PIA. X 2 1/4" TITEN TRUSS. TO METAL LATH, ON (2) LAYERS OF VAPOR SCREWS INTO BEAM �14CID 8A9MR LAIN NAILED W/ TGN" TO 5/8'CI)X PLYWOOD NAILED TO BOND BEAM SIDE VIEWTRUSS VERTICALS OF DROP GABLE END AT MAIN BPAN TRUSSES �1��-�y AT 14' O.C. W/ (8d RING SHMK NAILS =4' EDGES 4 W FIELD) TYPICAL WITH BOTH HM9KT fL Ln ROOF FLASHING 0 2 4" O.C.� CLIP AND HTSM1(o � � N zO.UPLIFT- 1980 LESS FI • 190 LBS Z U Fz • 290 LBS AT JACK TRUSSES U rT BEARING BELOW UH- UP8 LIFT• 805 L55 PI • 610 L55 OUTSIDE FACE INSIDE FACE I 5O,5TON HIF DETAIL F2.200L55 ,44 SCALE: N.T.S. MISSED ANCHOR DETAIL SIMPSON Hie GENERAL NOTE5: ROOF TRU55E5 (10) 10d x 1 /2" NAILS LADDER FRAMING BETWEEN TOP CHORD OF TRUSSES I. ROOF LAYOUTS PROVIDED ON THESE PLANS HAVE BEEN USED SIMPSON 61*8 TOP AND BOTTOM FOR STRUCTURAL AND ARCHITECTURAL DESIGN. TRUSS MANUFACTURER (6) ad NAILS 15 RESPONSIBLE FOR THE FINAL TRUSS. LAYOUT, SPANS, AND ALL I (2) 2 X 8 TOP PLATE TRUSS/HEADER ENGINEERING. CHANGES TO THIS LAYOUT THAT AFFECT if)I/2" DRYWALL AND INSULATION ON THE 2 X 8 ® 16" o.C. STRUCTURAL OR ARCHITECTURAL DESIGNS AS SHOWN ON THIS PLAN C� � INTERIOR SIDE SIMPSON MSTM 16 W/ (6) led AND SHALL BE PROVIDED TO AND APPROVED BY THE DESIGNER AND/OR (4)1/4" x 2 va" TAFCONS EACH SIDE ENGINEER PRIOR TO THE FABRICATION OF TRUSSES. H o c1c) 2 X 8 P.T. BOTTOM PLATE 2. WOOD TRUSSES SHALL BE FABRICATED BY A LICENSED WOOD TRUSS L11 >— 1/2" DIA. X 6" WEDGE FABRICATOR TRUSSES SHALL BE FURNISHED IN ACCORDANCE WITH - ANCHOR a 32 O.C. DESIGNS PREPARED BY AND SIGNED AND SEALED BY A FLORIDA Z II (3) LAYERS OF STUCCO APPLIED REGISTERED PROFESSIONAL ENGINEER TRUSS DESIGN SHALL FOLLOW 111Lll 1LL l 'I TO METAL LATH, ON (2) LAYERS OF VAPOR ® � ` -� Il MqMt LA14 NAILED W 2' oN NAIL TO 5/8' wx FL1W:x7D NAILED TO THE SPECIFICATIONS AS OUTLINED BYC.Q� '� .THE "NATIONAL DESIGN U � ^' SLOPED KNL EEWALL EXTERIOR SIDE SPECIFICATIONS FOR STRESS GRADE LUMBER," .AND ITS. FASTENINGS BY LILI (8d RNG SWWC NAILS 44'EDGES 16"FI41)) AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (LATEST REVISION), AND "DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES," BY THE TRUSS PLATE INSTITUTE: z C �// 3. THE DESIGN AND SHOP DRAWINGS, AS WELL A$ THE FABRICATION OF ,4,4 S L O f E D <N E E W A L L D T L, WOOD TRUSSES, WILL BE SUBJECT TO THE INSPECTION AND APPROVAL OF THE ENGINEER AT ALL TIMES. ,4�• SCALE: 3/4" = I'-0" WINSTON-RH-3 CAR I 4. THE HANDLING AND ERECTION OF WOOD TRUSSES SHALL BE IN UJ)4LL N-p , LEGEND ACCORDANCE WITH THE SPECIFICATIONS NOTED ON THE TRU56 Date: 02-20.18 MANUFACTURER'S SHOP DRAWINGS. Scale: AssHoWN 5.. ALL ENGINEERED HEADERS AND METAL CONNECTORS BETWEEN 12'— 4 // A. F. F MATERIALS SPECIFIED BY THE TRUSS MANUFACTURER 5HAL"j r6& Drawn: Ts BY THE TRUSS MANUFACTURER. �. ..,. _ 6. THE CONTRACTOR MUST VERIFY ALL DIMENSIONS ON THE TRUSS LAYOUT x k 9 / — 4 A. F, F AND TRUSS ENGINEERING BEFORE THE START OF TRUSS MANUFACTURING. 1. ALL UPLIFTS CALCULATED BY TRUSS COMPANY HAVE BEEN REVIEWED AND APPROVED, SEE TRUSS MANUFACTURER'S SHOP DRAWINGS. .o TOP OF TRUSS HEEL TOP OF BEAM o N e TOP OF TRU55 HEEL TOP OF BEAM OH OH FIN. FLR. ' 16 OBSC./T MP SHINGLE ROOF (TYP) GPUTTI= 2 CTYPJ OEMENTITIOUS MATERIAL ON CONCRETE BLOCK - 1 1 ■ 12 12 ASV. LJ 12 1 MP. VAiI N SCALE: I/4" = V-011 TOP OF BEAM CEMENTITIOUS MATERIAL ON CONCRETE BLOCK a+ FIN. FLR. - LGUTTER (TYP.) O Q CEMENTITIOUS MATERIAL (TEMP) (TEMP) 9 = ON CONCRETES BLOCK o 44' FT 51 V4 T I ON SCALE: 1/4" = 1'-0" 4 STUCCO LAP SIDING (TYP.) STUCCO-\ BANDING (TYP) ARCH (SEE DTL S/SU DECORATIVE OUTLOOKERS ON FREEZE BAND STUCCO PICTURE FRAME ON 16" MASONRY COLUMN (TYP) O (085CJTEMP.) 12 I v V -v v I 5T. LUCIE COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL REVIEW AFFIDAVIT LA REVISION DATE OPEN MULE: SMNG DOOR, OhRB UOORS, SLUNG DOORS, FIB gASS,.WMAOVIS, A WE- I BUILDING 6-4-I0 O81MG NI PRODUCE MIIUEI sa IMUFACNRER I m DESCRIPRON MACINEM MEUx1D TYPE, S1 SPACRrIO, & RON PROUCT APPROVAL NUMBER SURDING DESIGN PRESSURE PRODUCT DESUN PRESSURE DEPT, 1 EXTERIOR DENN METAL IT' x 96' CLOPAY N A FL 16546.5 +31,53 :38.0 +36.0 -42.0 2 DOIRIOR UOOR METAL 96' x 96' CLOPAY N A 12' Dl4 DOLTS 0r 45 10' 88 pah'. RECESS FL 16546.5 +33.24 -41.4 (Ji 25 WA HIS 8100 PVC IMPACT 311x 63 CUSTOM I NDOW SYSTEMS 516' 6WI 3/11T x 1 14 TAMS , Fll All HE FL 16177.1 1 +36.55 -39.75 54' x 63 CUSTOM INDDIY ASTEIS PRODUCT V E f I MANUFACTURER I PPS� ME G. OWNS M-1758 I CUSTOM 61NCOW S1SIEMS 1 3/1V x TAPCONS , GUTTER (TYP.) 19 r (OBSCITEMP) e ix1 i IS (EGRESS) I HT SIDE ELEV470N SCALE'.: 1/4" = V-011 12 �\ 5 SHINGLE ROOF (TYP) MEMO 01 FE-1 0 0 �Jmmj �milmom �WE17OF © © 0 -- . TiON c • . tm.Z0 -um I tay -X9.0 N +36.55 -31.71 +70.0 -70.0 / " �,rG�,,..••• +36.55 -48.11 +70.0 -70.0 / •' +35.68 -46.38 +75.0 -75.0° +36:55 -48.11 +70.0 -70.0 +31:28/-49.58 +75.0 / -75.0 p it 5 67 ++36.5-8 70-70.0 FL17.1 5-4811+70.0 -70.0 PRODUCT APPROVAL BUI OEM PmT DUN NUMBER PRESSURE Pf+SSIRE FL 9520.1 +36.55 -48.11 +80.0 /-80.0 FL18355.1 z M M A � V) rh N N N _ W 0 WU r/u d N Et 0, Mc, V a a U n (EGRESS) > -A I1 LLA � xYl oil 11 u -IE �l Q 7fv N I � C) H STUCCO LAP SIDING (TYP) U TOP of BEAM CS X - AL Lu - - UJLILL U U TOP of BEAM OH FE] GUTTER I E: I (TYP.) ? WINSTON-RH-3 GAR II[I� Ell `F u Date: 02-20-18 Scale: AS SHOUN III STONE VENEER (TYP) Drawn: is FIN. FLR File 0 REVISION D� I RUILDING 6-4• r �— 8F24-IT 8F24-15 (r REBAR) LINTEL BOTT. o 8'-3" 13'-6" 0 0 m fn GIRDER TRUSS CONTINUOUS FROM INSIDE HOUSE TO THE OUTSIDE PORCH a" FILLED CEL.L 12 5� 5EAM WALL PROFILE 12 r �I SEE DETAIL 2/A6 5 II I GIRDER GIRDER SEE DETAIL 3/ SEE DETAIL 3/4A2 3' 0" — ARCH HEADER I I I I 2' 4" I I I � I I I I I I I � M45TER F)EDROOM 9'-4" TO 10'-8 COFFER CLG, 12'-0" GREAT ROOM VAULTED CLG. I I q � 4 8" X 32" 5OND BEAM 8F32 - IT 4'-2" SF32-15 ("l REBAR) AT TRUSS GAP 12 - SLOPED KNEEWALL 5 ON WALL TRUSS PROFILE BEYOND 8" X 16" BOND BEAM ' SF16-IT SFI6-I15 (*l REBAR) 8" X 16" BOND BEAM 7�1 12' " L INTEL- 50TT. a all 12'-0" a° 2 5 4M/COLUMN D T � AT REAR DOOR �(o SCALE: 3/8" = I' -oil 12 <TCNEN 9- 0 0-(D" COFFER CLG. ��o SCALE: 3/8" = I'-m" SHINGLE ROOF (TYP.) a" FILL CELL W1 COU5 WALL TOP OF FIN. FLR. psaaeaeaea y��J U �z zV H Z M A VINN W wC� N u U�a(� N 0v�.�a C) a a m ry }— 11�) l��l I C U � � 4 ➢_u1 Z L N I 1 Z � I WINSTON-RH-3 CAI Date: 02-20-I8 Scale: ASSHOU Drawn: T6 File Copy ROOF TRUSS ,aeOVE ROOF TRUSS ABOVE REVISION DATE BUILDING 6-4-IS STRAP TRUSSES TO D5L 2 X 4 TRAP EACH STUD TO PLATE W/ ` DEPT. STRAP EACH STUD TO PLATE W/ STRAP TRUSSES TO DBL 2 X 4 TOP PLATE W/ SIMPSON HIOA SP6 SIMPSON PLATE TIE ANp NAIL TOP PLATE W/ SIMPSON HIOA SP4 SIMPSON PLATE TIE AND NAIL (18) 10d X 11/2"NAILS W/ 6-10d NAILS (I8) 10d X 11/2" NAILS W/ 6-10d NAILS �,,ntur"e Vie, STRAP EACH STUD TO PLATE W/ 2"x 6" (MINIMUM) STUDS 6 16" O.G. STRAP EACH STUD TO PLATE W/ 2"x 4" (MINIMUM) STUDS 6 12" O.C. ^a� ",. F' ........i��i"' °,g� °•. $ 6P6 SIMPSON PLATE TIE AND NAIL W/IR" DRYWALL BOTH SIDES AND R-13 FOAM INSULATION SP4 SIMPSON PLATE TIE AND NAIL W/I/2" DRYWALL BOTH SIDES ATTACH TRUSSES TO W/ 6-10d X 1 1/2" NAILS 2"x 6" BLOCKING (MIDPOINT) W/ 6-10d X 1 1/2" NAILS 2N 4" BLOCKING (MIDPOINT) LEDGER U1/ SIMPSON � -a � 2x6 CP.TJ PLATE 1/2" DIA. x 6" WEDGE ANCHOR e32" O.C. 2x4 IP.T.) PLATE 1/2". DIA. x 6" WEDGE ANCHOR -32" O.C.<' HUS 26 HANGER, 16-16d NAILS TO LEDGER, 6-16d TO TRUSS ` W/3"x3"x1/4" PLATE WASHERS AT CONE W/3"xVxl/4" PLATE WASHERS AT GONG '. a R=33350 U= 15500, FL 10655 WOOD BASE 1 TRIM WOOD BASE 4 TRIM FINISHED FLOOR FINISHED FLOOR d a m Q a a dr 91-4" AFF a e . - an a d. a ed. a d e a ATTACH (2) 2 x 12 F.T. LEDGER TO WALL WITH 5/8" DIA. EXPANSION " a e SEE FOUNDATION PLAN FOR - GONG. FOOTING SIZE AND REINFORCEMENT . a e ° SEE FOUNDATION PLAN FOR CONC. FOOTING SIZE AND REINFORCEMENT .BOLTS I6" O.0 STAGGERED ( 3" EMBED) PROVIDE SOLID POURED FOR LEDGER U 5 T INT.. 5 E A R. IN WALL DETAIL � T�1 '. INT. 5EA IN WALL E)TAIL FD 8 LEE [DETAIL v cJ" SCALE: 3/4" = 1 O S 1 SCALE: 3/4" = I'-0" S 1 NITS (3) 2 X 12 HEADER W/(2) 1/2" PLYWOOD FLITCH DOUBLE TOP PLATE (2) 2 X 12 HEADER W/1/2" PLYWOOD FLITCH DOUBLE TOP PLATE m A GLUED AND NAILED , 16d NAILS , 8" STAGGERED 3LUED AND NAILED , 16d NAILS , 8" STAGGERED 2 x'% BLOCKING h w p CD V N N C4 H N MM C1\ V x FURRIN C11.U. WOOD W ZO U FASTEN STUDS :: : ` FASTEN STUDS :: OR U Z TO DOUBLE TOP TO DOUBLE TOP e.T. 2' x a w/ N C7 W WITH SIMPSON FASTEN JACKS WITH SIMPSON FASTEN JACKS 5/a° CDX PLYW00 OR1/4" . PCOM OR DDIAk 2 3/4' TA23/a' SCREWS q 61=(o PLATE'TIE :: :: TO WOOD HDR S 4 PLATE TIE TO WOOD HDR ® 12" O.C. U)/ 6-106 NAILS CONTINUE STRAPPING TOP PLATE ACCRO55 WITH SIMPSON MSTA 12 STRAP W1 6-106 NAILS CONTINUE STRAPPING TOP PLATE ACCROSS WITH SIMPSON MSTA STRAP 2" x 8" BLOCKIN 5/9" CDX PLYWOOD O HEADER/CRIFFLE AT 24" C/ NAILS HEADER/CRIPPLE AT 24" C/ 12 NAILS w/ sa NAILS a a U UJL 10-106 UJ/ 10-10d qY� WITH SIMP'SON WITH SIMPSON MSTA 12 STRAP MSTA 12 STRAP W/" 10-106 NAILS FASTEN STUDS UJ/ 10-106 NAILS I FASTEN STUDS INTERIOR SIDE EXTERIOR SIDE PROVIDE (DOUBLE STUDS TO BASE PLATE PROVIDE DOUBLE STUDS - TO BASE PLATE UNDER ALL. BEARING WALL WITH SIMPSON UNDER ALL BEARING WALL WIT14 SIMPSON HEADER OIPENINCaS UN.O SP6 PLATE TIE HEADER OPENINCs6 U.N.O SP4 PLATE TIE OPENING WIDTH 2 X 6 UJ/ 6-10d NAILS 2 x 4 UJ/ 6-10d NAILS P.T. UJOOD BASE P.T. UJOOD BASE 2" x , BLOCKING PULL WIDTH OF WALL W/ 2-8d NAILS AT EACH - FACE THRU PLYWOOD _._-. TO 2x4'• E3A ING UJALL Of NIN [1- TAIL� E5 A IN WALL OF NIN• _ DETAIL g DET,41L � )� CI-�EID o ENINr�e S 1 --- NT5 S1 NT5 S1 NT5 12 12 R-20 ICYNENE 'CLASSIC MAX' INSULATION W/ SHINGLE ROOF ON 3V FELT 12 FIBERGLASS SHINGLE ROOF ON 30� FELT 'NO BURN PLUS' INTUMESCENT IGNITION BARRIER, FLAME SPREAD INDEX OF 25 OR LESS AND A SMOKE -DEVELOPED INDEX FIBERGLA55 OF 460 OR LESS COMPLYING WITH FBC 6TH EDITION (2011) RESIDENTIAL CODE, SECTION R316 TIN TAGGED ON 515" CDX PLYWOOD 8d RING SHANK NAILS (SEE SHEETA-4 FOR SPACING) 5 TIN TAGGED ON I CDX PLYWOOD 8d RNG 514" NAILS (SEE SHEETA-4 FOR SPACING) AND TESTED PER ASTM E84 AND UL 123, m u u m ON APPROVED, PRE ENGINEERED ON APPROVED, PRE ENGINEERED FIBERGLASS SHINGLE ROOF ON 300 FELT —u WOOD TRUSSES m 24" O.C. WOOD TRUSSES O 24" O.C. TIN TAGGED ON 5/6" CDX PLYWOOD —u 8d RING SHANK NAILS (SEE 8HEETA-4 FOR SPACING) STRAPS PER STRAPS PER ON APPROVED, PRE ENGINEERED _ CONNECTOR SCHEDULE CONNECTOR SCHEDULE Tom, CHORD WOOD TRUSSES s 24" O.C. U TOP CHORD \ L TOP CHORD BRIDGING 4 BRACING STRAPS PER ® LU BRIDGING 4 BRACING BRIDGING 1 BRACING PER SHOP DRAWINGS CONNECTOR SCHEDULE —IL Ca PER SHOP DRAWINGS PER SHOP DRAWINGS SEE ELEVATIONS FOR WALL HT SEE ELEVATIONS FOR WALL HTS. SEE ELEVATIONS FOR WALL HTS • - °RAT RUNS" "RAT RUNS" • "RAT RUNS" 08'-0" (MAX.) 11 • GALV METAL DRIP EDGE ' / 5/82 DRYWALL (CLG) METAL DRIP EDGE ON JI aL 11 cv I X TONGUEANDGROOVE CEILING ONIX2P.i.DRIP STRIP X TONGUE AND GROOVE CEILING GALv METAL DRIP EDGE IX2 P.T. NAILER I ON I X 2 P.T. DRIP STRIP u ATTACHED TO THE UNDERSIDE OF ROOF TRU55E5 ° 2 X b FASCIA ATTACHED TO THE UNDERSIDE OF ROOF TRU55E8 ON I X 2 P.T, DRIP STRIP PROVIDE FIRE 5LOCKING TX b FASCIA � � . SEE ELEV'S � jL� LU (� n n SEE ELEV'S �2 X 6 FASCIA 55-1 d METAL LATH ATTACHED PER FBC R103.1.1 W/ STUCCO U 55-1 METAL LATH ATTACHED PER PBC R103.1.1 W/ STUCCO FINISH SOFIT AND SCREEN VENTS (SEE SHEET A4 FOR Vc?YT CALC'S) _ ° • , •�' 66-2 METAL LATH ATTACHED PER FBC R103.1.1 W/ STUCCO FINISH SOFFIT AND SCREEN VENTS (SEE SHEET A4 FOR VENT CALCV (SEE POLNDATION PLAN FOR BEAM SCHEDULE) FINISH SOFFIT (NO VENTING) (SEE FOUNDATION PLAN FOR BEAM SCHEDULE) (SEE FOUNDATION PLAN FOR BEAM SCHEDULE) I X 4 P.T. (TYP,) CURTAIN NAILER PRE -CAST LINTEL OVER OF'ENIN5j PRECAST LINTEL OVER OPENING MASONRY TEXTURE OVER F'RE-CAST LINTEL OVER OPENING (SEE FOUNDATION PLAN FOR LINTEL SCHEDULE) (SEE FOUNDATION PLAN FOR LINTEL SCHEDULE) CONCRETE BLOCK (3.00AT5) (SEE FOUNDATION PLAN FOR LINTEL SCHEDULE) 1/2" DRYWALL ON WINDOW 3/4" FURRING STRIPS APPLIED ON TOP OF 1" RIGID FOAM BOARD W/ CONT. PAVERBRICK ALTERNATIVE TAPED SEAMS OVER VERTICAL 2 3/8" THICK PAVERBRICKS ON " LEVELING SAND ON 4" TO Vl COLUMN BEYOND PAVERBRICK ALTERNATIVE 2 3/8" THICK PAVERBRICKS ON 16" MASONRY COLUMN (NOT REQUIRED IN GARAGE) POURED CONC OR L� SHELLROCK BASE FILL MASONRY � � OVER 1" LEVELING SAND ON 4" TO V' SHELLROCK BASE PILL 4 X S BLOCK COLUMN BASE PRECAST CONC SILL CONCRETE BLOCK (OVER SI CONCRETE BLOCK (3-COAT6) !U 5 VERT. *EA COLUMN 4'-2,500 FAI. CONIC. SLAB 4"-2,500 PS1 CONC. SLAB (SEE FOUNDATION) PLAN IN FIBER MESH IN CONC. ON FIBER MESH IN CONIC. ON WOOD BASE 4 TRIM LL1 (p MIL VAPOR BARRIER ON " x 12" THICKENED 6 MIL VAPOR BARRIER ON 6" x 12" THICKENED MASONRY TEXTURE OVER UL COMPACT, POISONED SOIL OR PAVER BRICKS EDGE I.5 CONTITYP) COMPACT, POISONED SOIL EDGE I-S COI4"-2500 PSI CONCRETE SLAB CONCRETE BLOCK (3-COATS) Z UJL& _f FIBERMESH IN CONCRETE ON 6 MIL. VAPOR BARRIER ON _® emse`� v COMPACTED, POISONED SOIL cif GRADE fL dl P .4 ` GRADE N TOP OF SLAB LIJI III-1 FINISH GRADE v —III-1-1 dl1 ° _—__ a dl—__ -III-1 I —III —III d de --I 1=11—III °e III —III- III-1 1=1 _III —III —III ;III —III —I �a d a —III- I_I 1=1 — de -- -- — ----- _III —III —III —III —III —III —III —III — J — — — —_ COMPACT FILL TO MIN III L III III III S5% MAX MOD -PROCTOR =1 1=1 1=1 1=1 1=1 l 1=1 1=1 1=1 11=1 - Ik--I 1=1 1=1 1=1 11=1 I F # f� =I=1 III III=III=—I 1=1 a II=III= DENSITY=II=1=1 1=1 1=III=1 1=III=1—I 11 ——I 1-111-11 1 ° a° 8 d ° a WINSTON-RH-3 CAR _ SEE FOUNDATION PLAN FOR =III------ ------= SEE FOUNDATION PLAN FOR —III-1I1—I I I-1 11-1 1—III—I I I-1 1— —III—III=1 I I—III—I1—I I —1 11=1I1=1 11-1II- SEE FOUNDATION PLAN FOR—__ Date: 03-20-IS I III II I I1 III III — — — I I_ CONC. PAD SIZE AND REINFORCEMENT = _ _ _ _ _ _ _ II III 1L1 1 11. III III III III _ I I 1 � I CONIC. PAD SIZE AND REINFORCEMENT CONIC, SIZE AND REINFORGEMENt _ _ _ _ _ _ _ � 1 III III I I 1—III—I I 1-1 I I—III-1 _ _ _ _ _ _ _ _ _ _ _ I 1—I 11-111-1� I-III-111-11 I-111-111-111— III=111=1 I I=111=1 @=1I1=1I�=1I1=1 —1 I I-III=111 —1 I I —I 11-111-� 11=111=111=111=1 1=I 1=111=111=_III III III-1 I I —I 11=1I1=III=� I -1 1=111=111=111=1 1-111=111=111=1 I I I 1 I 1-1 11=111 11 I 1-111=111=111=111=1 1=111=1 1=1 1=1 N —'' 11-111-111-1 I1=11 I—III=1 I Scale: ASSHOUIN �1 ;11 Drawn: TS File C 3 T-�'F I CAL F'OfRCH SECTION 2 T1-F I CAL ENTFI' 5ECT I ON 1 1 IA5ONfR-r WALL SECTION CJI SCALEi 3/4 = V-0" S1 SCALE: 3/4 - V-0" cJ- SCALE: 3/4" , I'-0°