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HomeMy WebLinkAbout111 Calabria Springs Cove 02-728 New SFHPERMIT ADDRESS CONTRACTOR ADDRESS 5t\ e f PHONE NUMBER-�-+�, `� i PROPERTY OWNER�y�� ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR I PLUMBING CONTRACTOR T�V� �. V� �`"-'/► MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE IA7 - 024 -116 - 4116FLRC,PLT - 2/1/02 11:22:30 AM U 0 cA N 0. W r H.B N 14'-4" 31_rnll 4'-4" 8'-011 - ------------ - ----- -- - ..----------- - ■ - - _ _...........—_._... ------- ............................... ■ A/C COM FF 24 _ - ■ ■.................................................................................... ...................................... - - - _----------................... -- - __...... -........... ---_... -- ------■ - ........---------------...... - ■ PLANT I c I. SHELF ? PLANT idrt O SHELF ........ VAULT VAULT �;��• ��..� - ■ 5edroom 3 ■ - — VAULT ``' U, `0 " '2 -Irl 21 roll 4'-nil cq 1 � • . rl I �f `f , �j ----------•--- -- ------- --- dl m� INTERIOR O- -' -------� I UII I I RIDGE I N ■ ._...._._.. _._.__ ._.... _{ ._. I ........ _r........._..._............_ 1 ._....._.__ ...._... € E € _ l_ -I --------..._.. - - - - -I (D _ - B ■ ............ Noolc I ......................... _......... E , 1............... ............ 1 ...: z I i T.. - DF N $►� th 2 .._ .�, ..... _ ....._ :. 1y1----: ....._..�......:::_.._....__..._.. - ..._..,._.........._ .__._ .�............._.._......._..........__._�....._ .._.... ...._._ =__.. .. II � ......._..; _.._ -ll_211 _...... (j U.. T ...................... 1`. . ................ .........._ t ... ..... �.......... ( SHUJR TUB y f 12� CL _ --2'-101I .........�....._ ... i � .I € 101-011 .... r......_..........,. E€ E __. ii.... .................. ... .... \ - } ` { .............. i ij ................ I I....... _ 5lttin I � _ o , ,: ;< r, . . �. ` TUB - I�L _ a Ater _ .,, 1.. E ---........_... ........... - VAULT R __ ___ ----- ,___ _. o Ali ��......,.. 1 r._. , her � �.. _ ■ ................ ... - --- ¢.. `I 1_ I II29 .............. ....._... II GE __ A J__ PLU UJ/ r 1 .,?....... ...., iG1tC:h�n ... 1T .... I ......., °'.: E ..._O. t......... ..,.. KNEEWALL - ----- .._.... -- --I .. 1 3'-4" HIGH I ..__ ... ...._�C U _ ]" r V��. , E. _�I i € } _ I' II" LONG A �I "1 ........... € REF....... ( I ti. PLANT _. ......................... :......... _.........._. I___. - _ _ SHELF — f i. ` -- .._...----- - ....._........ ji r m = 0 1 --- - - - - ..........................ARCH : € ----------- -•- --------- ;r W.1 Z. S-8 3-4 6 Irv-8I-0 m l`1aSter 54ite ■ IT- 'nalr < I VAULT V - �..__ - f. i ;i .y - PAN DRAIN t •. i PLANT SHELF AR 20'-011 -- -------------------------- ATTIC CV ACCESS ■ NICHE \ ; ■ 2 Ga r 8° CLG. 1 Living FRM VAULT -� I--------------- --- — — — — -- Foqeri VAULT :::::::.:._.......... ..... ....... ...._ ...... �i.......t...........1... \. .T.ILI�`....... 1 -- - ------------------ - - ---- ----------------------- .... - _.....--..... V....V.V.......� m ._.....w ....^ --- t1re - I I6 `X-1 ° OH. GAR. DR. -w/ €16 " TEMP € 511�EL I TE -----•--------...._._---•----------------- - € 24 � Q b- I THESE PLANS ARE NOT VALID FOR PERMITTING WITHOUT THE RAI6ED SEAL AND SIGNATURE OF ENGINEER/ARCHITECT OF RECORD. 0 cn NOTE: POWERS STEEL LINTEL 5Y5TEM MAY BE 5U85TITUTED FOR PRE-CA6T LINTELS. THE L-2 REQUIRES NO REBAR EXCEPT IN TOP COURSE OF "U" BLOCK U.N.O. L-1 LINTEL WITH HOLES FOR STIRRUPS MAY BE USED AS AN L-2 LINTELS. USE L-2 LOAD TABLES. LINTELS SHALL BE ASSUMED TO BE L-2 LINTELS UNLE55 MARKED OTHERWISE. U V v) z o, q E 0 S 0 0 E w a V i In a x 0 0 0 L D Q t a O O V) In D N 0 v s v 0 c �ctty LDS O DOOR SIZE KEY MARK SIZE A 1'4%6'8" B 1 6"x6'8" C 1'8"x6'8" D 2'0"x6'8" E 2'4%6'8" F 2'6%6'8" G 2'8"x6'8" H 3'0"x6'8" I 1'4"x8'0" J 1'6"x8'0" K1'8"x8'0" L 2'011x8'0" M 2'4"x8'0" N 2'6"x8'0" 0 2'8"x8'0„ P 3'0"x8'0" Q 1'6"x6'8" BF R 2'0"x6'8" BF S 2'6"x6'8" BF T 3'0%6'8" BF U 4'0"x6'8" BF V 5'0"x6'8" BF W 6'0"x6'8" BF X 1'6"x8'0" BF Y 2'0"x8'0" BF Z 2'6"x8'0" BF AA 3'0"x8'0" BF BB 4'0"x8'0" BF CC 5'0"x8'0" BF DID 6'0"x8'0" BF EE 6'0"x6'8" SL.GL.DR. FF 8'0"x6'8" SL-GL.DR. GG 9'0"x6'6" SL.GL.DR. HH 12'0"x6'8" SL.GL.DR. II 6'0"x8'0" SL.GL.DR. JJ 8'0"x8'O" SL.GL.DR. KK 9'0"x8'0" SL.GL.DR. LL 12'0"x8'0" SL.GL.DR. rO WINDOW SIZE KEY MARK MASONRY FRAME 1 SH12 20"x24"± 2 SH13 20"x36"± 3 SH14 20"x48"± 4 SH15 20"x60"± 5 SH16 20%72"± 6 SH1 H2 24"x24"± 7 SH1H3 24"x36"± 8 SH1H4 24"x48"± 9 SH1H5 24"x60"± 10 SH1H6 24%72"± 11 N A 26"x24" ± 12 N/A 26"x36"± 13 N/A 26"x48"± 14 N A 26"x60"± 15 N/A 26"x72"± 16 N/A 30"x24" ± 17 N A 30"x36`'± 18 N A 30"x48"± 19 N A 30"x60' ± 20 N/A 30"x72" ± 21 SH22 36"x24"± 22 SH23 36"x36"± 23 SH24 36"x48"± 24 SH25 36%60"± 25 SH26 36"x72"± 26 N/A 48"x24"± 27 N A 48%36" ± 28 N/A 48"x48" ± 29 N/A "+ 48 x 60 _ 30 N A 48"x72"± 31 SH 32 53"x24" ± 32 SH33 53%36"± 33 SH34 53"x48"± 34 SH35 53"x60"± 35 SH36 53"x72"+ 36 37 38 0 _D UI L 0 INDICATES PLANT SHELF q) Area Tabulations O Living: " let floor: 1934 Sf 0 2n& floor: N/A sf V"yY: Tota I LivTno. I934 F entry: 28 a 3 Engine+ red Plan patio: 1:3' :{:.pt- N/A 5F o —.—~y E 42-1 5F THIS DRAWING HAS BEEN DESIGNED other: N/A 5 F TO MEET OR EXCEED THE REQUIREMENTS 0 OF SECTION 1606 OF THE 1994 EDITION OF Total ,Aroma: 2389 5f N THE STANDARD BUILDING CODE, SECTION i 1606 OF THE 199-1 EDITION OF THE STANDARD BUILDING CODE AT 100 M.P.H. WIND SPEED. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions of the job and Home Design Services, Inc. must — be notified in writing of any variation from the NOTESdimensions, conditions and specifications appearing •> on these plans. I. GARAGE DOOR TO BE C CERTIFIED BY MFR. FOR 100 M.P.H. 2. Plan C f ALL TUB � SHOWER UNITS WILL o HAVE ANTI -SCALDING DEVICES �� �� INSTALLED. Scale; 1 /4 =1 -0 l_ drawn by BPM/CW checked by date 8-8-97 scale AS NOTED job no. 02-4116 drawing no. I-- O 0 0 O V) O O Ln L..aJ S - 02-4116 - 4116FNAC,PLT - 2/1/02 11:22:30 AM J0 y). 411 tT17— - - r H$� V " C.I I.u, I 4" CONC. SLAB W/ FIBERNESH 1 OR roxfo WWM OVER 6M VISO. 12 D1 FIN15H GRADE 1 O'-O" FIN, FL. I `7• ,y J= - E ................. ' ....,.�.......F ........f........3 _ I1 f j 1 i . 1{ I.................I CLEAN COMPACTED `4 .. _.... `• �' �� - .-'• TERMITE TREATED TYP. 16 "x2O" MONO. I _ •...............- FILL FOOTER W/2-*5O I ' ?...........� €..................1 ................ ROD CONT. € I ....... ..........................I 11...... OPT, MONOLITHIC FTG. (ONE STORY) 14 SCALE: 3/411 1'-O" 2 �A 0 Q _� I 15 C.M.U. r *5 ROD IN FILLED CELL = I AS PER FLOOR PLAN I -• TIED TO CONT. ROD IN FOOTER E BOND BEAM I 4" CONC, SLAB W/ ABOVE I FIBERME5H OR rox6 WWM ' OVER 6M VISQ. Ol- Z : 31 12 : I Z j - Ilk 11 CLEAN, COMP., I ii / TERMITE 'TREATED TYP. 20"x2O" MONO. i = .............. FOOTER W/3-*5� ,,......... i .. ! .........._ L.. I FILL . .......... .... ,1........ ..E .... .........= F..........._ F t , _ I I............I ROD CONT_ `i ............ : f............ € j .......... ­�'� ..... .... OPT. MONOLITHIC DETAIL (TWO STORY) 38 SCALE: 3/4" =1' o3 4" 4'-411 35'-SII 21 16'-811 DI 3'-611 V 81_Q11 CJ VV 31_511 91_QII VV .J CVJ 51_511 a' -oil VV V 11CC// 411 I I I � I I I I I I �GOMPi 12 D2 ■ SO 5L. GL. DR. ■ 11-----a a / / e --------■ - I --------- ---------- ------------- ' WON ' I I / I 4" PVC CHASEi FOR A/C / II ELEV, 01-011 A.F.P. I 'I I I I ■I %% %% ' ' I I I I 1 I I I I a // II■ I 1 SHWR I W.c. - —+_ a TUB I �- 71(U C. I l 4" PVC ELC,0 / iv CHASE FOR 15LAND �,=� ii 9'-O" 1'-1" +—tl~+— kid H If LAV, 21_QII 31_O11 2T '- I 115LAND~� rST T� in�� / I i 1 TUB 11 it DW -411� I all i n `- - 1 ,4�� l� I i■ I I I 16'-S" I I REF. I I I I I I ---+---� 0 I Of II ' I 5'-IL S'-3" - `=� 4'-5" // / / 4'-I" 15'-�0" I' -II" I■ I I +III—W ul _ I �1/ N I ■I I I "2' II I 16'-411 YJ �1 /711_Q11 4 K/ CJ ' II � ■ I ut I } A ■I 0 / 7 �0 0 I ( - r Lu Z d. 1- it ( 0 ■ S II I I II DI I I 12 `I `4 it DI D2 WO DR �1------------------- ------- ■ e ■ ---- ---------- -- g e I D I I 411 � �l I I I ■ a ■ 16 ° O.H. GA R. ■ ■ IL I'-lO" 11_I11 21_111 11 11_4 " 51_4" 4" 21_011 2'-511 11 4 411 16'-K/'1 S" 5'-�" 21_511 I1'-411 1'-S" 5'-8" 21'-411 40'-011 I1 ►i 12 DI � 1 2 Dl - —t7= — 0 Eng THESE PLAN5 ARE NOT VALID FOR PERMITTING 1 WITHOUT THE RAISED SEAL AND SIGNATURE � OF ENGINEER/ARCHITECT OF RECORD. v U '7 i 41 (n C .N Q E 0 E 0 c 0 N N E O. C N N CL v N 3 IM N a 0 E 0 a t� 0 0 v 0 0 a -0- 0 N (U w M I VOTE6: N ALL D IMEN51ON5 FOR VERTICAL STRINGS ON POURED CELLS M14Y BE ±. uf v OPT. MONOLITHIC FOUNDATION MAY BE USED INSTEAD OF STEM v WALL FOUNDATION. REPLACE DET. ; I2/DI WITH 14/2 OR 35/2(TWO STORY). o a ALL REBAR USED IN CONSTRUCTION OF THIS s HOUSE SHALL BE *S BAR WITH STANDARD LAP OF 25" MIN. ( APPLIES TO MASONRY AL50)- IF MASONRY DOWEL HAS BEEN OMITTED, PROVIDE o DOWEL IN PREORILLED HOLE AND CEMENT WITH SIMPSON STRONG-TIE'S EPDXY TIE ADHESIVE L 5Y5TEM (ET22) OR EPIWELD 300. o Q FOR A "5 REBAR (5/6" DIAMETER) USE DRILL BIT , DIAMETER 3/4 TO A DEPTH OF 5" TO 6" (MIN. EMBEDMENT) AND FILL HOLE WITH EPDXY ADHESIVE SYSTEM, FOLLOWING MANUFACTURER'S INSTRUCTIONS, USE TH15 APPLICATION FOR 0- 0 E E T WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions .w 2 Dl - —t7= — 0 Eng THESE PLAN5 ARE NOT VALID FOR PERMITTING 1 WITHOUT THE RAISED SEAL AND SIGNATURE � OF ENGINEER/ARCHITECT OF RECORD. v U '7 i 41 (n C .N Q E 0 E 0 c 0 N N E O. C N N CL v N 3 IM N a 0 E 0 a t� 0 0 v 0 0 a -0- 0 N (U w M I VOTE6: N ALL D IMEN51ON5 FOR VERTICAL STRINGS ON POURED CELLS M14Y BE ±. uf v OPT. MONOLITHIC FOUNDATION MAY BE USED INSTEAD OF STEM v WALL FOUNDATION. REPLACE DET. ; I2/DI WITH 14/2 OR 35/2(TWO STORY). o a ALL REBAR USED IN CONSTRUCTION OF THIS s HOUSE SHALL BE *S BAR WITH STANDARD LAP OF 25" MIN. ( APPLIES TO MASONRY AL50)- IF MASONRY DOWEL HAS BEEN OMITTED, PROVIDE o DOWEL IN PREORILLED HOLE AND CEMENT WITH SIMPSON STRONG-TIE'S EPDXY TIE ADHESIVE L 5Y5TEM (ET22) OR EPIWELD 300. o Q FOR A "5 REBAR (5/6" DIAMETER) USE DRILL BIT , DIAMETER 3/4 TO A DEPTH OF 5" TO 6" (MIN. EMBEDMENT) AND FILL HOLE WITH EPDXY ADHESIVE SYSTEM, FOLLOWING MANUFACTURER'S INSTRUCTIONS, USE TH15 APPLICATION FOR 0- 0 E E T WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions .w of the job and Home Design Services, Inc. must be notified in writing of any variation from the u dimensions, conditions and specifications appearing THIS DRAWING HAS BEEN DESIGNED on these plans. TO MEET OR EXCEED THE REQUIREMENTS 1n OF SECTION 1606 OF THE 1994 EDITION OF THE STANDARD BUILDING CODE, SECTION Foundation Plan, P1in 1606 OF THE 1991 EDITION OF THE STANDARDq ® BUILDING CODE AT 100 M.P.H. WIND SPEED. » Scale: 1/4»=1 }-0 ° � revisions by 0300a-:101 05 05 - 0-i -98 CG drawn by BPM/CW checked by date 8-8-97 scal e AS NOTED job no. 02-411 6 CD CD CD C) C L-Li 1 �AS - 02-4116 - 4116ELVC,PLT - 2/1/02 11:22:30 AM i y Rear levat i. ...... --on ................... ................ SCALE: 1/4" = I'-0" 0'-0" r-JV-fL--W' FIN. FL Y 5RG, HT, 0'-0" FIN, FL 06 8'-O" 51RG. HT. 0'-0" FIN. FLR ❑io 10'-0" BRG. HT- If 5'-0" BRG. HT. 0'-0" FIN. FLR revisions by THESE FLANS ARE NOT VALID FOR FERMITTINC3 c � n':101 l-iffi WITHOUT THE RAI5ED SEAL AND 51GNATURE OF ENGINEER/ARCHITECT OF RECORD. '> L v V) C .21 a> Gl a> 0 2 E ' L w 12 12 0 E CL 12' L X OL 0'-0" BRG. HT. ® ® o ........................................ L................................................................................ �.. •.. . L . a 0' 0" FIN. FLR OL 0 Front E leva t i on G.,1I I. I/T II .I �11 G/ . . . . �N O ..................................... SCALE: 1/4'.' = V-0" LJ - I Lsft 5..1 c.ie Elevation SCALE: 1/4" = I'-0" might _Sidi Elevation -------------------- ---------------- ------ -- 5CALE: 1/4" = V-0" 10'-0" BRG, HT, 5'-0" 5R3, HT, 0'-01, FIN. FLf 0'-0" FIN. FLR IM 111 111m It IIZII It EntrqDeta 1----------- --------- - -------------- l 5CALE- 1/2" = V-0" YARIE5 ON 51ZE OF OPENING EG2- III II loll II �11 EQ. II K/ ,4 !TYF-. Ea- InE31RG. HT, ll� I EQ YARIE5 ON SIZE OF OPENING If ,L &'-6" HDR. HT. KeQstone . ...........Detail - -------------- ..-----------------------------------------........... - 5CALE- 1/2" = I'-0" 0'-0" FIN. FLR THIS DRAWING HA5 BEEN DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF SECTION 160& OF THE 1994 EDITION OF THE STANDARD BUILDING CODE, SECTION 1606 OF THE 1991 EDITION OF THE STANDARD BUILDING CODE AT 100 M.P.H. WIND 5PEED. T Q7 yam-+ V a O 0 c m v a a a FPEITEIIOR FINISHING NOTES a mposition shingles over #15 felt. 2. Concrete tile roof installed as per manufacturer's specifications. 3. Cricket as condition req. 4. Roof window 5. Chimney Cap/Spark Arrestor 6. Typical Textured Finish 7. 4" Smooth Textured Trim/Bond a 8. 6" Smooth Textured Trim/Band 9. 8" Smooth Textured Trim/Band 10. 12" Smooth Textured Trim/Band 11, Raised Panel 12. Key Stone 13. Quoins (Brick or Textured Finish) 14, 4" Frieze Trim 15. 8" Frieze Trim 16. 12" Frieze Trim 17. Brick Veneer 18. Soldier Coursing 19. Rowlock Coursing o 20. Light Conc. Mortar Wash L 21. Cont. Ridge Vent, as req. 22, Off Ridge Vent, as req. ° 23. R.S. Cedar 24. R.S. Plywood 25, 4" Wood Trim 26. 6" Wood Trim 27. 6" Wood Trim o 28. T-11 Siding 29. 4" Lap Siding a 30. 8" Lap Siding o 31• Wood Louver Vent E 32. Wrought Iron Railing o 33. Treated Wood Hand Railing 34. Painted Block T WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions 6 of the job and Home Design Services, Inc. must be notified in writing of any variation from the dimensions, conditions and specifications appearing on these plans. Elevations 0 Scale: 1/4"=1'-0" f . . WJ Q, N, J N L Nr C') WNLL co E OD 00 Lo co N O r` s co LVJ � a < cxs C Z -- N Cd 4) Z W FL N co .0 a Lo 4) CJ) • .J 1 d W -0 r-,, 65 {ftr` U , > LU WIII .� U Q 00 3: E -1 :s:l drawn by CW checked by date SEPT. 23, 1997 scale 1/4') = 1'-0" job no. 02-4116 w I CONNEC"If)'1a<�I CONNECTOR TYRE 0r5GRIPT(ON F66T_NER5 RER CONNECTC)R DE5CRIPTION F45TENER5 )PER CONNECTOR 4 Hc-Ir A'2 ?6-1'9d ET41.16 (IV loco x 11'z° EA. 00) loci 4A HHETAI6 12-I91ci (2) ETAI6 IC-ICd % 11•" =A. 6 NETA22 15-1 od 21 HI 4-ed 25 H3 3-3d RT'1 10-8d 26 H2a 10-ad RTl to -ad 31 1_5TA9 3-loci LE)TA9 3-I0d 34 HCaT-2 a-1001 N!A NIA 33 HTTIV5 EA, $IDE TO GIRDER: 8-10,d HTTi/ri FA. 51DE TO Glfz�rDER: 3-10d TO HTT16 BELOW 3, " THREADED R-9D w/ ° r,'2: LBr' `a" 111�1'3:-::-:RS TO HTT16 =:ELOw s, " THRE^'DED ROC/ w/ a (?: L€3'r' �%A" UJASN_ttS HTTI6 TO EVPJD:la-lro,d HTTI6 TO 5T'UD:13-16d 3aA HTTI6 TO HTTI6 TO GIRDER 18-16d HI•'IT512 N/A HTT16 TO HTTI6: ;e" THREA-r;�ED ROD w/ (2) L Sr' %," wA5f.L=R6 14-lf7dx.l'-}" HTT16 TO vTUD:I6)-16d 39 NT612 14-101ci HG 20 la-3d 40 LST:=36 36-IDd L5TA36 1.6-Iodr.11 z" 41 9T9 a-16d 5T9 6_166 43 LiSTAU I0-I01d L5T44) to-lod 44 L3TAI5 !24.01;1 L5TAI5 15-100d EMEI 14-16d RTIB 14-16d 46, -3TI3 14-?61_;l R720 16-16d 41D ST6224 2a-16ci K?)T 224 24-1'ad 51 ST6236 =1�0-16d K5723d -0-16d 69 372?. IS-16d 5T22 d-16d 69 6Tv224 31-161-1 KeT,!34'- 440_16ci 11 NST411:36 2i-ICd rl5TA3o 26-;od 01 51'4 4,6.3 12-1-:Pd 5tITH 4rn,Ca 10-101d N/A N/A '�O <ii7iUe'ri I.?-16d t-,^„!.I!o» 12-Iod 92 C55044 2-'Aj" 60LT5 C.B544 2-3w" 5OLT5 95 V)"i v. 6" ,• 1 w/ 2" 111,';6H.^R x AE, w/ 2' w9119HER 51L L : 2-:<." 3CLT 31LLT52605: 2-;j" 5OL T STRAP: 10-16d 10-Iod f I'-T" 91 NTi23t3 5:1-? "SLTJ5TR:24_l6d NT5215 5:1-'.a"taLTJ5TR24-16d a2 435 12-ad NPAI 12-ad lol II �S C :�LLIM' : 2. y"> +; 3" E'.CL-f5 GILL ,'s" EOLT r-u. A.:"5 COUI , - 7. 3e' a F 3' E'-•CL T5 SILL : 'c" e x 9' £%CLT I0:3 H178A COU.-NN : 3-1s"* r. 34 &oLT$ 61L.L.: !h,` BOLT i17 =:e3 COLVhRI : 3- 1o" o >. 3"'.::•-LTV 611.1..: '•a" n 14" I-WLT 151 L U524 H:4-10, d / J:2-10d JU524 H:4_lo 1/J:2-IF�d I6a 1146 14:a-10d / J:4-10d SUH46 N:!o-16d/J:3-loci 101 14U52 20-16d T,-1a26 14:20-16d/Jc10-10d 1a4 4%U52'o-2 H:22-NN20 ✓J:II THDH2io-2 ":22-Hr40A/J:II-: '2Z1A 19 HU54 if' HEADDER: &-f0d JOIN : 6-16d HHDC48 HEADER: 12-20d JOIJT : 4-20d 19f THA2'3 HDR T : 4-10d HDR F : 4-10cl JvT : 4-Iod M314n HDR T : 4-10d HDR F : 4-I0d J5T : 4-10d 204 HCU52'v-2 HE�40ER; 20-18,d J015T -. 3-16d n•:DH2.Ei-2 MIA 21% HUG412 HEADIER: 22-16d J015T : IC-ICd HD412 HEADER: Iv-2Cd J015T : 6-20d 213 N/r` N/A 111JA N/A 241A N1,A N/A rl/4% N/A 24'3 WA N/A N/^• N/A N/A N/A 260 NIA N/A N/A N/A 302 N1.,. H/A N/- NIA 3 J3 N/A N/A N/A N/A 51MP50N 8 U,15P CONNECTOR5 58CCI--n404 5 _.94139._..........._..._..... ROOF --_TRU 55--._HOLD-_DOWN EACH ROOF 'TRUSS (I -JOIST) AT CMU II1A1 I T/n =k= ATTi1T'"1-11=1"1 1111'rL1 /'I) C IMt�An�.l PLAN SIZE$ FOR FOOTING Cross Section ------------ -------_.............__...... - _...... __............ . . SCALE: 1/4" = P-011 PLANT 5HELF THESE PLANS ARE NOT VALID FOR PERMITTING 6 WITHOUT THE RAISED 5EAL AND 51GNATURE j OF ENGINEER/ARCHITECT OF RECORD. V a V) LlGHTB MIt- er LA Y TUB ❑I I❑ i� PPROVED LESS, 'PROVAL IS OBTAINED FROM THE ENGINEER/ ARCHITECT OF RECORD. IF CHANGES ARE MADE WITHOUT WRITTEN APPROVAL SUCH CHANGES SHALL BE THE LEGAL AND FINANCIAL RESPONSIBILITY OF THE CONTRACTOR OR SUB -CONTRACTORS INVOLVED AND SHALL BE THEIR RESPONSIBILITY TO REPLACE OR REPAIR THE CONDITION AS DIRECTED BY THE ENGINEER rn Q N E 0 S E 0 0 N E v a c .L 3 m v a Ma stir Bath Nia star Bath = MIRROR th 01 r� e Ki c ICfl�P1Cf'I TUB PLANT SHELF 6 S:-411 cQ LIGHTS N - MI /� c0 FE] V N I I �0 Hoop 5PL.45H 0000 0 o O o aEll] " / •' r 0 O 7 O D v L T s= 0 0 "D N A iCTtc�'x�n 0 v L v v 0 i O a> 0 w TO NOOK E 0 O v m E %� v ,�''�,_Kitch�n p K1tc�xsn 0 V L O v v .i 0 TH15 DRAWING HAS BEEN DESIGNED TO MEET OR EXCEED THE REQUIREMENTS o OF SECTION 1606 OF THE 1994 EDITION OF a THE STANDARD BUILDING CODE, SECTION >_ 1&0& OF THE 1997 EDITION OF THE STANDARD 2 BUILDING CODE AT 100 M.P.H. WIND SPEED. N v a 0 ROOF PLAN NOTES N 1. All trusses shall be designed and certified by truss manufacturer's registered engineer. o y 2. TRUSS MANUFACTURER TO VERIFY ALL TRUSS SPANS, SLOPES, BEARING POINTS, AND DIMENSIONS BEFORE FABRICATION. ALSO, TRUSS MANUFACTURER TO PROVIDE SHOP DRAWINGS TO HOME DESIGN SERVICES, INC. FOR FINAL APPROVAL BEFORE FABRICATION. 3. All roof pitches are to be set as indicated on plans ° and elevations, o 4. Top plate heights vary. See building sections, wall sections, and elevations for bearing heights. 5. Truss spacing shall be 24" o.c. unless otherwise o noted. Conventional framing shall be 16" ox. or as otherwise noted. 6. Truss manufacturer to provide all gable end trusses with intermediate stud members 16" o.c. 7. Roof decking as specified. T >z 8. Overhangs will vary. See roof plan and exterior elevations. All overhangs greater than 18" shall be tacked on in the field. o 9. Frame walls up to underside of roof trusses at o all non -bearing walls and at volume area unless otherwise noted. 10. Align trusses and hand framing so as all gypsum o wall board to be continuous from floor to ceiling. 3 O 11. Truss manufacturer to insure design consideration to the following additional loads: E a: All ceiling hung soffits and soffits w/ o cabinets as shown on plans. b: Attic located HVAC units as shown on plans. v T WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE Q OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions 6 of the job and Home Design Services, Inc. must c be notified in writing of any variation from the dimensions, conditions and specifications appearing on these plans_ Roof Plan Q Scale: 1/4"=1'-0" 0 0 tll 0 c L N r IL .NLU E 0 C Q o U C\J (00 c�v Ups co cd N ad x C C Z O� U 5 U (J) • CJ)�« O 0) CIO Q� ccc U L O Q 0") 0 LO E:S:l I "Inver " 1 T. 32 Calabria Cove drawn by CW checked by date SEPT. 23, 1997 scale 1 /4" = V-0" job no. 02-4116 Q0 CD CD 1— LIJ !AS - 02-NITS - 41 ,PLT - 2/ 1 /02 11 :22:30 AM TOTAL ALLOWABLE SUPERIMPOSED LOAD POUNDS PER LINEAR FOOT 8'X8' PRECAST LINTEL ( FILLED AND UNFILLED ) FILLED FILLED NO FILL 1 #5 2_ #5 MARK NO. CLEAR SPAN LINTEL SIZE NU STEEL 'A' B" L-1 1'-6' 2'-10' 6191 7845 8122 L-2 2'-2' 3'-6' 4277 5413 5604 L-3 4'-0' 3466 4383 4538 L-4 3'-2' 4'-6' 291E 3686 3817 L-5 4'-0' 5'-4' a300 2906 3010 L-6 4'-G' 5'-10' P-045 2577 2669 L-7 5'-2' 6'-6' 1722 216E 2245 L-8 6'-2' 7'-6' 1484 1865 1932 L_9 7._0• 8'-4' 1384 1636 1696 L-10 8'-0' 9'-4" 1138 1425 1476 L-11 9'-2' 10'-6' 989 1236 1281 L-12 !0'-0' 11'-4' 904 1128 1170 L-13 11'-2' 12'-6' 807 1004 104E L-14 12'-0' 13'-4' 749 931 933 L-15 12'-8' 14'-O' 708 783 784 L-16 13'-4' 14'-8' '048 760 765 L-17 14'-0' 15'-4' 491 687 681 L-18 16'-0' 17'-4' 332 521 523 L-19 18'-0' 19'-4' 233 406 408 L-20 18'-8' 20'-0' 208 376 377 L-21 20'-0' 21'-4' 186 302 303 L-22 22'-0' 24'-0' 111 P-37 239 UUTEi SING BOLD 16 $DIAMETER PRESTRESSING STRANDS. r,._,, POWERS STEEL & WIRE PRODUCTS 4118 E. ELWOOD PHOENIX, ARIZONA 85040 TABLE 1 L-1 LINTELS (SHEAR STEEL REINFORCED) TOTAL ALLOWABLE SUPERIMPOSED LOAD POUNDS PER LINEAR FOOT 8'X16' COMPOSITE PRECAST LINTEL FILLED !, 1#5 TOP 1#5 BOT.I' 'C' FILLED 1#5 TOP 2#5 BUT, 'D' FILLED 2#5 TOP 2#5 BUT, 'E' MARK NO. CLEAR SPAN LINTEL SIZE L-1 1'-6' 2'-!0' 12374 12591 12867 3'-6' 8488 8680 8871 L-3 4'-0' 6868 7023 7178 L-4 3'-2' 4'-6' 5772 5902 6033 L-5 4'-0" 5'-4' 4546 4649 4753 L-6 5'-!0' 4028 4120 4212 L-7 5'-2' 6'-6' 3382 3460 3538 L-8 6'-2` 7'-6' P-908 2975 3042 L-9 7'-0' 8'-4' 2548 2607 P-666 L-10 8'-0. 9'-4' 2215 2267 2319 L-11 9'-2' 10'-6' 1918 1936 2009 L-12 LO'-0' 11'-4' 1749 1790 1832 L-13 11'-2' 12'-6' 1554 1591 1628 L-14 12'-0' 13'-4' 1438 1473 150E L-15 12'-8' 14'-0' 1356 1389 1421 L-16 13'-4' 14'-8' 1395 1448 1512 L-17 14'-0' 15'-4' 1326 1376 1437 L-18 16'-0' 17'-4' 1153 1197 1250 L-19 18'-0' 19'-4' 1019 105E 1104 L-20 18'-8' 980 1017 1063 L-21 20'-0` 21'-4' 880 913 954 L-22 22'-0- 24'-0" 740 775 801 MUTE: BOLD NUMBERS REPRESENT PRECAST LINTELS PRESTRESSED USING (2) 7/16' DIAMETER PRESTRESSING STRtANDS. RA NKT'96 Fh6E3-11 12-1-26 LINTEL LOAD TABLE (IN POUNDS PER LINEAL FOOT) DEAD LOAD PLUS LIVE LOAD 3000 P51 GROUT SPAN L1-12 l-lV Lt-15' 1I/1166' LI-20' Llli/220' L1-24" w/2J4' L1-32' LWl/3J2" Lt-40' Lw/ " L1-48" / FSPAN 9245 9245 11675 11675 13042 13042 9759 13P2 9760 13042 8759 13042 9769 13042 8769 13042 9709 13042 8769 7-0" Z'-W 2'-0' 760 7628 2'-8 5713 5713 6925 6925 8745 7012 8745 7012 9769 7833 7833 7833 7833 7833 7633 7833 7833 3'--4' S-4' 4581 4581 5553 4 223 =3 4623 Dom mm 6521 6521 5521 5521 8521 568+ 6521 6585 6321 5585 6521 55133 4'-0" 4' 0' 3814 3814 4'-8" 3207 3267 3959 3959 No WOO 5585 4094 5585 4694 5585 4694 5585 4894 4884 4884 4694 4084 4894 V-8' 5'-4' $-4' 2W2 2862 3469 3082 3409 3082 4301 4301 39100 43+7 43+7 3910 4347 3910 40 3914347 6'-8 2543 6'-0' V-8• 2543 2287 2287 2772 2772 3501 3501 3910 3910 3556 3558 3910 3558 3558 3566 3536 7-4 2061 2081 190E 190E 2523 2311 2133 2523 2311 2133 3166 2919 2683 3186 2919 2693 3558 3260 3008 5566 3260 3008 3MO 3008 3260 3009 2796 32b0 30D8 2798 3260 3008 27% 3260 3006 2796 3260 3006 2796 B-0" 8' 8' 180E 1907 9' 4' 1635 1635 1526 1882 1649 I9(i2 1849 1733 2503 23M 2188 2503 2335 2180 2796 2608 2445 2796 2600 2443 2796 2606 2445 208 244 2608 2445 2608 2445 2608 2445 2608 2445 10-8' Il'-4 10'-0' 1499 10'-8" IRIS 1430 1733 1632 1032 2061 2061 2302 2302 2302 2302 2302 2302 2302 2302 10'-8, 116E 1346 1271 1M1 1541 180E 1946 D74 2059 2174 2058 2174 2059 2174 2069 2174 2069 2174 2059 2174 2069 2174 2058 12'-0' 12'-8' 12-0" 1Q41 12'-8" 834 1174 1314 1458 1693 1630 1843 1762 1808 196E 1957 1957 196E 1057 195E 1957 13'-4" 843 765 1061 962 116E 1076 130E 1321 138E 1868 1693 t863 186J 1863 1775 1863 1778 1863 1778 1863 1778 1778 1778 14'-T 14'-8' 14'-O" 14'-8" 695 876 980 1247 1263 1522 1466 1542 1412 1778 1701 1778 1701 1701 1701 1701 1701 1701 15' 4" 638 802 897 1142 115E 1348 129E 1630 1630 1030 1630 1030 1630 1630 16'-0" IV-8' 585 539 736 678 624 759 1048 966 1002 978 1240 1194 1542 1565 1565 1585 1505 1565 1505 1565 1605 1565 1505 16'-8' 17'-4 17'-4" 409 463 430 628 82 541 702 651 605 893 826 770 905 839 780 1147 1044 989 1105 1024 852 142E 13Y3 1229 1404 1305 128E 1505 1449 139E 1449 139E 1449 138E 1449 130 1348 1440 138E 1348 18'-0" 18 -8 18'-4' 18'-0' 18'-8" 18'-4" 407 505 564 718 728 822 888 114E 1201 1349 1304 1348 IRON 1348 1242 1304 1304 204' 20'-O' 21'-0' 375 340 471 427 627 470 571 608 580 ate 862 781 030 753 1971 972 1122 1018 1242 124-2 1180 1242 1186 1242 1186 1242 1186 21'-0" ZZ'-0" Z2'-0' 310 390 436 554 662 712 686 B8b 827 1186 1111 1079 1134 1134 1134 23'-0" 23,-0, Z4-T 283 200 356 327 399 J06 507 400 514 472 651 508 627 570 810 744 848 779 100 991 1057 1043 100E 1043 108E 1043 24'-0" 26'-T 240 222 302 279 250 337 312 289 429 397 368 435 /02 373 551 510 473 531 491 455 080 634 588 718 b64 616 941 870 806 911 8/5 783 728 1003 9b6 932 1003 959 892 1003 966 932 26'-0 ZT-0' 21L'-0' 26'-0' 2T-T 240 269 34-2 347 440 42.3 547 572 750 699 b79 888 831 8�8 2U'-O' 3D� - - 2Z4 - 251 234 319 298 323 302 410 383 395 368 510 476 534 498 653 634 830 Tn 727 727 841 �.�. 31'-0' Z79 283 359 345 446 467 012 594 32'-0' 32'-0' - - 265 337 324 418 438 574 55B 730 683 815 QUALITY PRECAST COMPANY DISTRIBUTORS FOR: L❑TT'S CONCRETE PRODUCTS, INC. WEKIWA CONCRETE PRODUCTS "STRONG" ON SERVICE P.❑, BOX 771255 P.O. BOX 279 WINTER GARDEN, FL 34777-1255 ZELLW❑❑D, FL 32798 P.O. BOX 11 SBCCI PST & ESI EVALUATI❑N SBCCI PST & ESI EVALUATI❑N BRANDON, FLORIDA 33509-001 1 REPORT NUMBER 95102 REPORT NUMBER 953E TELEPHONE: 1-813-653-3240 ORLANDO EEL. : 1-407-877-1000 TYPICAL LINTEL SECTI❑N PRECAST CONCRETE TOTAL ALLOWABLE SUPERIMP❑SED LOAD TOTAL ALLOWABLE SUPERIMP❑SED LOAD 2500 PSI CONC. FILL POUNDS PER LINEAR FOOT POUNDS PER LINEAR FOOT 5� ,S" (CONC. PLACED IN FIELD) 8'X14' COMPOSITE PRECAST LINTEL FILEE➢ FILLED FILLEDW12 B'X6' PREC4AST LINTEL ( FILLED AND UNFILLED) '• STD. 180• HOOK a EACH END OF STIRRUP 1/2' 1#5 TOP 1#5 TOP 2#5 TOP FILLED FILLE➢ �� "� �� AST LEG EXTENSION PAST BEND 1#5 BUT. 2#5 BOT. 2#5 BOT, NU FILL 1 #5 'A' 2 #5 'B' U-) a `�� :'s d TYPICAL MARK NO CLEAR SPAN LINTEL SIZE 'C' 'D' 'E' MARK NO, CLEAR SPAN LINTEL SIZE NO STEEL CU In l .. ' TOP LEG BAR 3/8' M-1 1'-6' 2'-10' 9095 8725 8930 M-1 1'-6' 2'-10' 4119 I BAR, EACH LEG. M-1 2'-2' 3'-6' 6261 6005 614E M-2 2'-2' 3'-6' 2843 2745 2699 LI j m-----y 1 7/32' STIRRUPS @ 6'-0' O.C. (TIED OR WELD) M-3 2'-8' 4'-0' 5060 4852 4968 M-3 2`13, 4'-0' 1889 2219 2219 Ewa 2182 1832 BOTTOM STEEL -SEE SCHEDULE 1864 M-4 3'-2' 4'-6" 4249 4073 4170 M-4 3'-2' 4'-6- 1335 1324 1 1 " M-5 4'-0' S'-4' 3340 3201 3278 M-5 4'-0' 5'-4' 827 TRIO M-6 4'-6' S'-10' 295E 2833 2901 M-6 4'-6' 5'-10' 647 1025 1036 7,625 M-7 5'-2' 6'-6' 2650 2538 2600 M-7 5'-2' 6'-6' S19 822 831 FIGURE 1 M-8 6'-2' 7'-6' 2118 P037 F-087 M-8 6'-2' 7'-6' 332 524 530 M-9 7'-0' 8'-4' 1619 1717 1730 M-9 7'-0' 8'-4' 252 397 401 343 NOTES, 1, MINIMUM OVERAGE ❑F STEEL 1.5' 216 340 M-10 8`-0' 9'-4' 1396 1481 1492 M-10 8'-0' 9'-4' 2. CONC. STRENGTH AT RELEASE 3,500 PSI. M-11 9'-2' 10'-6' 1213 1288 1298 M-11 9'-2' 10'-6' 186 293 296 897 954 962 M-12 10'-0' 11'-4' 135 212 215 M-13 11'-2' 12'-6' 736 784 790 M-13 11'-2' 12'-6' 109 171 173 M-14 12'-0' 13'-4' 568 606 611 M-14 12'-0' 13'-4' 82 128 129 CARUSO TURLEY SCOTT INC. CONSULTING STRUCTURAL ENG[NEERS 2702 NORTH 44TH STREET SUITE 200 PHOENIX, ARIZONA 85008 VOICE (602) 912- 9120 FAX (602) 912-9390 POWERS STEEL PRODUCTS LINTELS -f -• '(*3 ° `k, LINTELDEacNAna1 • �;th" INDICATES HEIGHT OF GROUTLl y"t: WHEN frtit BOTTOM PEINFORGNG CALLED OUT -SEE NOTE 14. / v (11) HEIGHT OF CONP061TE UNT�y VARIES - PLAN AND SCHEDULEi (1) (2) USE BOND BEAM BLOCK ISOMETRIC AT BOTTOM COURSE TO GO OVER POWERS STEEL GROUT NOT SHOWN FOR OAR BBEAM OND EL AT HCONTTAL FIGURE NOAA REWFORCINS (FOR NUMBERS IN () SEE NOTES). (14) �C NOTE: 20 GAGE UNTEL5 t*tPLL "VI a vsy FOR SPANS GREATER THAN IZ-0% L-1 , L-2 N�3 1. PRODUCT NAME (PATENT NO. 4757656: WCO PST h E51 ;f 93-132) 16' DEEP AND DEEPER LINTELS - 6 STIRRUPS AT B' O.C. EACH END (ta TOTAL 5IIRRUP6). PREFORMED POWERS STEEL UNTEL SHALL BE GALVANIZED COIL STEEL AS MANUFACTURED BY POWERS STEII. AND HIRE PRODUCTS, INC STEEL GRADE SHALL BE ASTM A570 GRADE BOTTOM G Fy = 40 kei. BOTTOM FUN GE DEFORMATIONS, AT CONTRACTORS OPTION, MAY RUNSHALL STIRRUPS CLEARFROM PARALLEL TO THE OR TRANSVERSE TO THE BOTTOM FLANGE. NOTE DEFORMATIONS PLACE FIRST SSTMVP 4 4 JAMB AS MOWN G DO NOT EFFECT STRUCTURAL CAPACITY. 2. SHORE LINTELS AS REWIRED TO COMPENSATE FOR DEAD LOAD DEFLECTION ON NON- 13.MASONRY WALL MAY OCCUR ABOVE COMPOSITE LINTEL HEIGHT, THE DEAD LOAD WEIGHT OF THE LINTEL MAY BE EXCLUDED FROM THE 1QAD LURED MASONRY. C&LCULA110NS DUE TO THE CONF051TE NATURE CF THE LINTEL ASSIMBLY. 3. UNTELS TO BE USED WITH BRICK OR CONCRETE MASONRY UNITS HAVING A MINIMUM 14 {8 REINFORCING BAR (GRADE 40) TO BEAR ON BOTTOM OF STEEL UMTEL fm AS SHOWN. AS SHOWN AND TO BE THE SAME LENGTH AS LINTEL ONLY WHFNE SFPEC 4. STEEL SURFACES IN CONTACT WITH GROUT AND/OR MORTAR SHALL BE UNPAINTED IN LINTEL CALLOUT. AND FREE OF MATERIAL THAT MIGHT INHIBIT BOND. 15. MANUFACTURER: 5. BEARING EACH IT1D SHALL BE 3" PLUS OR MINUS 1'. BEARING SHALL BE ON A MINIMUM POWERS STEEL PRODUCTS LINTELS L 8' DEEP GROUTED CEO. EXCEPT THAT LZ LINTELS MAY HEAR ON 1 1/4- THICK MINIMUM FACE 5HE1L 411O E E1W000 PHCi)4 AZ 65D40 Wt,t 602 4J7-1160 FAX% 602-437-3409 6. fnr 16aO p.L MASONRY UNITS SHALL CONFORM TO ASTM C90. GRADE N. DAYTONA BEACH, FL GIL SUMMERS PtV & FAtf 1-0-•234-046 MRjI 1-600-642-6676 7. GROUT. 3.000 Pot. SLUMP RANGE: 8- TO 11% ROD OR VIBRATE GROUT ADEQUATELY CONSOLIDATION GROUT (NOGROUT SHALL COMPLY WITH TINE TAMPA, FL KAR. GREMNGER PGR# 1-800-319�022 FAX/ 1-813-759-6639 A�S'TENSURE- AND 13E OTHER OR GROUT. 16. TECHNICAL DATA AND ENGINEERING POWERS LINTELS HAVE 9IEFN DESIGNED IN 8. MORTAR: TYPE -S" CRTYPE 'N' 1600 Poi• ACCORDANCE MATH THE FOLLOWING 9. TOP REINFORCING OR TOP OF WALL REINFORCING, IS FEOUIRED BY CODES 1D PROVIDE A CONTINUOUS TIE AROUND A STRUCTURE AND TO PROVIDE FOR UPLIFT RESISTANCE AT LINTELS. TOP REINFORCING IS NOT REQUIRED AND IS NOT PART OF THE ' SBCCI SSTD 10-96 POWERS STEEL LINTELS (EXCEPT AT THE L-1 UNTELS A REINFORCING BAR 15 REQUIRED FOR THE STEEL OF THE U6KCGD000MENT ' STANDARD_ uAcrR+T BUILDING CODE ARCHITECTRORSENGINEER. ALTERNATELY, TOP REINFORCING COULD � 51ZEU PERCNSIERUTY STEEL DESIGN - 1990 SSTD 10-03. 1O-ATTACHMENTS 70 TOP OF WALL PER ARCHITECTURAL AND/OR ENGINEERING DRAWINGS. 11. STEEL STIRRUPS SHALL CONFORM TO ASIU A82 Fy - 60 kol MINIMUM. STIRRUPS OSE ASHOWWN IN SPECIAL PROBLEMS OREIUN-TEL ANCE :DEPTHS DIFFERENT LE GxTHAN TMANUFACTURER OAD TABLES, SHALL BE 6/16" DIAMETER SMOOTH ROD. AN ALTERNATE SIZE STEEL STIRRUP SHALL BE 2-5/16'9 X 2 1/z" X LINTEL HEIGHT STRUCTURAL ENGINEER FOR THESE LINTELS M' ..2 MINUS 2" X Z 1/2" PER SKETCH: 1/2" CARUSO, TURLEY,PAUL SCOTT P.E- LIN 2702 North 44th StreetSuite 200HEIGHT I'Fa'x Ir I Phoenix. Arizona 85008 MINUS 2" L Phone No. (602) WZ-9120 2 1/2' (802) 912-8390 IF AN INSPECTOR, CONTRACTOR. SUBCONTRACTOR, STIRRUP PLACEMENT (NOTE STIRRUPS AT Ll UNTEL ONLY)). OR PLANS EXAMINER HAS ANY TECHNICAL QUESTIONS IV DEEP UNTEL - 11 STIRRUPS AT 4" O.G EACH END (22 TOTAL STIRRUPS). PLEASE CALL PAUL $COTE P.E. COLLECT. 17. INSTALLATION INSTALLEDTELS ARE TO BE DANCE WITH STANDAm CRCN IN PLRUMB PRAG�CTICESN SET TO PROPER LINE AND EVEL, AND TRUE. AND CORRECT TABLE 2 RELATION TO OTHER WORK. 2 LINTELS FlI�A "96 L- PAGES-11 12-4-98 LINTEL LOAD TABLE (IN POUNDS PER LINEAL FOOT} DEAD LOAD PLUS LIVE LOAD 3000 PSI GROUT SPAN L2-B" LZ-12' L2-16" L2-20' L2-24' L2-32" Lz-40' L2-48' SPAN 2'-0" 3360 5220 7070 0930 10790 13042 13042 1304-2 Z-0' 2-8" 2517 3010 5290 6688 8082 8769 8769 7833 8749 7833 T-4" 3'-4" 2018 3135 4246 5363 6480 7833 1680 26t0 3535 4465 6395 021 6521 5585 652t 5585 6521 5585 4'-0" 4'-8" 4'-8" 5'-4' 1439 1261 2236 1958 3028 2653 3824 3351 4049 4894 4894 4894 5-4" 6'-0. 1120 1740 2357 2977 3597 3235 4347 3910 4347 3910 4347 3910 6'-0" 6'-8" 6'-5" 7-4" 1007 917 1565 1424 2120 1929 2678 2437 2944 3558 3558 3558 T-4' 8'-0" 840 1305 1768 2233 2698 2489 3260 3008 3260 3008 3260 3008 8'-8" 9'-4" 775 720 1204 1119 1631 1516 2060 1914 2313 2796 2796 2796 10'-0" 672 tO44 1414 1786 1674 2158 2022 2608 2445 2608 2445 2608 2445 10'-0" 10'-8' 10'-8" W-4' 630 593 978 921 1325 1248 1576 1905 2302 2302 2342 I1'-4" 568 870 1178 1488 1798 2174 2174 2174 2059 IX-0" 12'-8"_ 12'-8' 530 824 1116 1410 1703 2059 195E 2059 195E 195E 13'-4 IS-4" 504 783 1061 1340 1619 14'-0' 480 746 1010 1276 1541 1863 1778 1863 1778 1863 1778 14'-0" 14'-8' 14'-8' 458 438 696 638 964 897 1217 1157 1471 1408 1701 1701 1701 15'-4' 16'-0' 420 585 824 1062 978 1297 1194 1630 1565 1630 1565 1630 7565 16'-0 16'-8" 17'-4' 403 3E18 539 499 759 702 905 1105 1494 1505 t505 17'-4" W-0' 573 463 651 839 1024 952 1355 1287 144-9 1397 1449 1397 18'-0' 18'-8' 18'-a- 19'-4" 360 348 430 401 605 564 780 728 888 I= 1349 1349 20'-0" 336 375 527 680 616 830 753 1122 1018 1304 1242 1304 1242 26-0" 21'-0" 21'-0' 22'-0' 320 301 340 310 478 436 502 650 827 1160 1186 22'-0' 23'-0" 276 283 399 514 627 576 848 779 1079 991 1134 108E 23'-0: 24'-0' 24'-0" 25'-0' 253 233 260 240 399 337 472 435 531 718 913 1043 25'-0" 26'-0" - 222 312 402 373 491 455 664 616 845 783 1003 959 26'-0' 27'-0" 27'_O' 28'-0' - - - - 289 269 34-7 423 572 728 892 2V-0" 251 234 323 302 395 369 534 499 679 634 831 777 29'-0" 30'-0' 30'-0' V-0' - - - - - 283 345 467 594 727 31'-0" 32'-0" - - - 265 324 438 558 683 32'-0" �C NOTE: 20 GAGE LINTELS SHALL NOT BE USED FOR SPANS GREATER THAN 12'-0'. 8" (7.625" ACTUAL) MASONRY.-� -0 3) (10) (9) (7) (2) 8" (7.625" ACTUAL) MASONRY. 15) (10) HEIGHT VARIES (14) 7(9) (11) BP525 (1) Q STEEL LINTEL `__�/ \Z) L-1 SECTION FIGURE NO.1B (FOR NUMBERS IN () SEE NOTES). 225' 2.25" 225 8P525 (16 GAGE) Smin. - .365 043 I min. - .632 IN4 25"Li 8PS25 (20 GAGE) Smin. m .233 IN3 • I min. .410 IN 1' 6.75 NOTE 20 GAGE 6PS2.5 UNTEL MAY BE L-1 & L-2 USED ON UP To 12'-O" SPANS. BPS STEEL LINTELS NO NOTE: SCALE 16 GAGE IS .060 INCHES THICK. 20 GAGE IS .035 INCHES THICK. POWERS STEEL PRODUCTS UNTELS t LINTEL DESIGN ATTON (13) - INDICATES HEIGHT OF GROUT L2 - 16" / HEIGHT OF COMPOSITE LINTEL VARIES - SEE (2) PLAN AND SCHEDULES, USE BOND BEAM BLOCK AT BOTTOM COURSE TO ISOMETRIC GO OVER PO WERS S11EI. OR CLAPoTY S OWM F ) u GROUT NOT H LINTEL AND BONA BEAM BLOCK AT HORIZONTAL REINFORCING. (1) FIGURE NO.2A (FOR NUMBERS IN () SEE NOTES). HEIGHT VARIES L-2 SECTION FIGURE NO.2B 8PS2.5 (FOR NUMBERS IN {) SEE NOTES). STEEL UNTEL. ORANGE COUNTY BUILDING DEPT. WS 9-1 1-98 GRGUT FILL_F[;$ 5/;41P 5Enrl w/ +5 v r�A� tC.•ONT. FI:<ED GLASS OPENING �it:-c:A� r cCit`VC. LIN'r�L (wl 1 *a RE25ATR 5EE LINTEL 6CHED.•) TOE' OF ;'-ND- 5M., -z±n; :.v/,tcezi+s - • r�< ;1 ;°, .: TOP ,F TR:1N✓.._ y 7CF?_CF,OFENI�V;s,••_�, 2-2/0'5 HDR. CONC.5LOr_K IIJALL PILLED CELL lU/ 1 p4 REBAR CiOfNT. FRC41 F:ND. TO 15OND 5N. ------- - - - - fl ,..! �H1JG4a :y:/ a/I�"Y•I 3/4" n i•, „ IL1 I VARIES (SEE: FLOOR PLAN F ELEVS,) I....IN..I.,EL,,/i'EAr)` f` :III'''�...... OFROUT FILLED B4Ot`tD BEAM w/ 5t, REBAR CONT. rl<'�p CaL.aS� YTS -cast C ott iG. LINTEL (wr I -PP RE54IR SEE LINTLEL SCHED.) TOP' OF 3-_-t4y B1•l,, TOP OF TR^J 111_C9 I' OPENING / F-REC 5T CONC. LINTEL CGNC. 5LG K UALL F•ILLEL? CELL W1 FROM FWD. TO BOND ON. I VARIES (SE:E FLUDIz PLAN & E:LEVS,i 1`rfA50NI:�`,'t' C%i�:�i:: Nll''1C_ 1/4"= OVERALL LENGTH(ft.) CLEAR SPAN(t) GRAVITY LOADS 8-8UL 8-BSL25 8-125L25 B-16SL25 8-20SL25i 8-24SL25 8-289.25 8-32SL25 6105 12276 30339 30339 30339 30339 30338 30338 S-6" Z-2' 3642 .5726 1709 21014 21014 21414 21014 21014 4'-0' 2'-8' 2188 4043 8564 17079 17079 17079 17079 17079 4'-6" S-2- 1915 3121 5676 13862 14385 14385 14385 14385 4'-8" T-4' TIES 2896 5092 11472 13653 13653 13653 13653 4'-0" 1383 2260 3b38 6871 11400 11400 11440 11400 6-10" 4'-V 1183 1934 2988 5263 9584 1012E 1012E 10127 5'-2' 111 1124 2416 4016 6609 8820 6820 8820 7-6' 15-2' 796 1305 1877 2264 4511 6888 7391 7391 8'-0" 6'-8' 725 1188 168H 2620 3883 5733 6837 6831 T-0' 684 1121 1584 2434 3570 5162 6514 6514 9'-4 8'-0" 584 956 1333 2003 2853 3965 5484 577D 9'-2" 488 814 1125 1659 2310 3119 4152 4973 11'-4' 10'-O' 450 737 0012 4479 2035 2709 3542 456D 12'-0" 10'-8' 418 683 837 1360 1057 2448 3166 4052 13-4' 12'-0" NA 660 1220 1700 2180 2700 3200 38Q0 14'-0' 12'-8" NA 580 11DO 1600 2700 2570 3000 3500 14'-8' 13'-4" NA 520 1060 1600 460 2400 2900 33N NA 400 1000 1460 1900 2300 2700 3420 W-0" NA 320 BOO 1240 1500 1800 2300 2640 NA 250 640 820 13b0 1500 1800 2300 a 21'-4' 20'-0' NA 210 568 820 t120 1400 I 0 80 2200 22' a' 20, 8* NA 150 500 840 1060 1300 1700 2000 148 382 640 960 1240 1560 WOO C TYPICAL LINTEL SECTI❑N PRECAST W/ PRESTRESS REINFORCEMENT 2500 PSI CGNC. FILL (CGNC. PLACED INFIELD) STD. 180' HULK @ EACH ? „ END OF STIRRUP VIE 1/2' a LEG EXTENSION PAST BEND In t TYPICAL. :A1 N a TOP LEG BAR 3/8' "D �+ 1 a ) BAR, EACH LEG. h (rj 1 7/32' STIRRUPS @ 4'-0' O.C. 6' WITHIN 24' OF ENDS BOTTOM STEEL -SEE SCHEDULE 1 "7 1cY 7/1.6' PRESTRESSED STRAND ,6 5 FIGURE 2 NOTES: 1, MINIMUM COVERAGE OF STEEL 1,5' 2, CONC. STRENGTH AT RELEASE 5,000 PSI. 3. STRAND FOR PRESTRESSING TENDONS ASTM A416 4, MINIMUM PRESTRESS FORCE PRI❑R TO LOSSES 43,5K TOTAL OVERALL LENGTH (ft) CLEAR SPAN (14) GRAVITY LOADS 1 I15 T. & B. 8-8UL 8-8SL5 8-12SL5 8-16U 8-20SL5 8-245L5 8-285L5 8-32SL5 8105 12276 3033 30338 30339 30339 30339 30339 3-6' 2'-2" 3542 5726 16629 21014 21014 21014 21014 21014 4'-0' 2'-8' 2488 4043 8564 14846 17478 17079 17079 17079 4'-8" Y-27 1915 3121 5676 10498 IT732 14385 14385 14385 4'-8' 3'-4" TIES 2896 5092 9445 12355 13653 13653 IM53 V-4' 4'4" 1383 2260 3639 6551 8570 10594 11400 11400 6-10, 4!--0* 1183 1934 2988 5144 6732 8323 0916 1012E 6'-6' 6-2" 991 1624 2416 4016 6609 8331 8820 8820 7-6' 6'-2" 796 1305 187E 2964 4511 5797 6906 7391 8'-0' 6'-8" 725 1188 1689 2620 3893 4935 5880 6826 8'-4' 7-0- 684 1121 15M Z434 3570 4465 5320 6178 9'-4" 6-0" 584 956 1333 2003 2731 337E 4025 4673 10'-v 9'-2' 498 798 1078 1560 2G44 2529 3014 3501 11'-4' l0'-0' 450 737 1012 1479 2035 27W 3542 4386 IX-0" IT-8' 418 684 937 INN 1857 2449 3166 3824 13-4" NA 620 1200 1720 21BO 2700 3200 3800 14'-0' IT-8" NA 560 1100 1600 2100 2560 3000 3600 a 14'-B" 13'-4" NA 470 000 1400 2000 2400 2800 3340 15'-4" 14-0' NA 440 700 1300 1900 2300 2720 3160 NA NOow 1000 1500 1600 2300 2640 NA Z50 420 660 1000 1500 1900 2300 a 21'-4' 20'-0- NA 180 340 fi20 860 1400 TRIO 2240 27-0" 20'-8' NA 160 320 600 900 TRIO 1700 2000 24'-T 22'-8" NA 130 280 480 750 1100 1400 1600 STRUCTt RAI GENERAL NOTES• 1. SHORING REWIRED WHEN THE CONSMucTICN LOAD El(CEEDS THE SAFE LOAD LISTEDFOR UN1EI 8-8UL OR 8 8UR 133.. FOR GRTICALRAADE�400REINFORCING STEEL USE 859 OF INDICATED TAE E VALUES. IF 4 INCH BEARING IS USED. 2 SHORING OF PRESTRESSED UNTELS 15 REQUIRED AT 8'-0' O.C. WAX DURING CCN5TRUC110N AND MAINTAINED UNTIL TABLE VALUES DO NOT NEED ANY FURTHER REDUCTION. 85% OF THE CONCRETE FILL GROUT STRENGTH IS OBTAINED. 3. SAFE LOAD VALUES ARE BASED ON NOMINAL 8 INCH BEARING (6 INCH MIN). VALUES FOR 4 INCH BEARING MAY BE OBTAINED BY USING BARS 'IF 4 NCH BEARBIGWISYUNSO) TABLE VALUES DO NOT NEED ANY FURTHER REDUC11Ot1�ICAIED TABLE AL FS 00% OF INDICATED TABLE VALUES. FOR COMPOSITE HEIGHTS NOT SHOW. USE SAFE LOADS FROM THE UMGhI�BLY HEIGHT 5. FOR LENGTHS NOT SHOWN USE THE SAFE LOAD FROM THE NEXT 1ARGERT 6. SAFE LOADS ARE EXPRESSED IN POUNDS PER LINEAL FOOT 7. UPLIFT LOADS ARE BASED ON 1-0 VERTICAL REINFORUNG BAR A7 EACH END OF BEAM CONTINUOUS TO 11V0 INCHES BELOW TOP OF StA]EBIALS BEAM, PROVIDE HOCK BARS INTO FILL CELLS FOR EIGHT INCH DEB' LINTEL BEAMS TO DEVELOP INDICATED UPLIFT LOADS. LOADS ARE BASED ON SOLID GROUT TILL CELLS CN EACH SIDE OF BEAM SPAN REINFORCED WITH AT LEAST 1-j6 VERTICAL 1. fc PRECAST - 4.000 PSI 2 fc PRESTRESSED - 6,000 PSI 8. LATERAL REBAR. 9. COMPOSITE BEAN SAFE LOADS ARE BASED ON MATCHING FIELD REBAR N BOTH THE TOP AND BOTTOM OF BEAM. 3. fc GROUT = 3,000 P51 WITH 3/0 INCH MAXIMUM AGGREGATE 4. C.M.U:S PER ASTM C90 W11H MINIMUM NET AREA COMPRESSIVE 10. SAFE LOAD RATINGS PER AC! 530 AND ACI 318. LOAD BEARING SUPPORT FOR LINTELS SHALL BE DESIGNED BY OTHERS• 11. SAPS LOADS Aft US11D AS NET CAPACITY - UNTEL BEAM WEIGHT HAS BEEN DEDUCTIED FROM THE CROSS CAPACITY, STRENGTH = 1.800 P51 5. REBAR PROVIDED IN PRECAST PER ASTIR A615, GRADE 60 7 sie 12 ALL UNTEL5 EXCEED L/360 VERTICAL DEFLECTION RATIO EXCEPT EIGHT INCH DEEP UNTELS. FIGHT INCH DEB' UNTELS EXCEED L/240 6. FIELD REBAR PER AS1M A615• CRADES 40 or 60 7. MORTAR PER ASTM C270 TYPE M ORS 'A" Steel A Steel 4' "B' Steel RECESS HEADER REINFORCING SCHEDULE 8 INCH U-UNTEL Oyerdl Length 'A' Steel 'B' steel S-8" to 4'-B' 6-8" to V-8' --- 2- t3 2 - # 2-0 '8' Steel n , r - 7 5/8- I iv Y? 7 5/8 PRECAST REINFORCING SCHEDULE 8 INCH U-LINTEL Owd1 Length 'A' Steil 18' Steel 2'-10' to 5'-10' 6'-6" to 10'-6' II'-4' to 12'-0' 2 - #3 2 - �3 2 -31- 2 - #3 2 - 4 COMP❑SITE LINTEL SECTI❑N 9' 1 #5 BAR. CHIT. r CUNCRETE BLOCK 'KNOCK OUT' COURSE fro=1250 PSI CELLS AND 'U' LINTEL FILLED a : W/ CGNC, IN FILED 2500 PSI 'U' LINTEL AS SHOWN IN FIG. 1 OR 2 1 #5 BAR. CONT, 7,625 FIGURE 3 revisions by c; E 3 03,00l STRUCTURAL NOTES U 0 1.) C❑DES1 1,1 STANDARD BUILDING CODE (1997), 12 BUILDING CODE REQUIREMENTS FOR REINF❑RCED Q CONCRETE (ACI 318-95). " 1.3 AMERICAN S❑CIETY OF CIVIL ENGINEERS MINIMUM Q DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-95), _ 2.) CONCRETE: 2.1 CONCRETE C❑MPRESSIVE STRENGTH AT 28 DAYS: o 2.1.1 PRECAST WITH STANDARD REINF❑RCEMENT-3,500 PSI 2.1,2 PRECAST WITH PRESTRESS REINF❑RCEMENT-5,000 PSI 213 CONCRETE FILL (PLACED IN FIELD)-2,500 PSI 0 2.2 REINF❑RCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATI❑N ASTM A615 (GRADE 60) 0- 2,2,2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40) 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE 3 2.4 DETAIL REINF❑RCEMENT AN ACCORDANCE WITH ACI 315 ,n 2.5 C❑NCRETING ❑PERATI❑NS SHALL COMPLY WITH ACI STANDARDS, X 3 MAS❑NARY1 3.1 DESIGN AND C❑NSTRUCTI❑N SHALL CONFORM TO THE SPECIFICATI❑N OF THE NATI❑NAL CONCRETE MASONRY ASS❑CIATI❑N AND ACI 530, 3,2 MINIMUM MASONRY UNIT STRENGTH: fr1 1,250 PSI _ v 3.3 MOTOR SHALL BE TYPE S o NOTE IT IS THE CONTRACTOR'S RESP❑NSIBILITY TO REVIEW ALL DRAWINGS BEFORE C❑NSTRUCTI❑N L BEGINS, O LINTEL NO. QUALITY PRECAST FLORIDA ROCK POWERS STEEL COMMENTS 1 L-18-C 8-16SL5 (17'-4") L1-20" W/#5 2 M-7 8-6SR0 (6'-8") 3 L-8-C 8-8SL0 (7'-6") 4 L-11-C 8-8SL0 (10'-6") 5 L-4 8-8UL (4'-6") 6 L-10-A 8-8SL0 (9'-4') 7 L-9-A 8-8SL0(8'-4") BACK PORCH 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 N,S,-INDICATES 'N❑ FILL, N❑ STEEL" RECESS DOUR HEAUI=116 0 Q L T v 0 v v) v 0 -0 0 T N s 2 D 0 ,_ L > w 0 v E L 0 0 O L at C 0 E T 0 q N cn q t v 0 -0 .Q 0 U v 0 0 ,r U Lv s= Q v 5= v N 21 NOTES: THESE PRECAST CONCRETE LINTELS HAVE BEEN DESIGNED o TO CARRY THE GROUT FILLED CONCRETE BLOCK WALL ABOVE THE LINTEL UP TO A HEIGHT OF 12'-0" A.F,F, N q t-_ STACK BLOCKS MAY BE USED TO ELEVATE EITHER SIDE OF A LINTEL FOR A DOOR OPENING. STACK BLOCK SHALL NOT BE CRACKED, MUST BE EQUAL TO BEARING SURFACE DIMENSION, AND MUST PROVIDE ACCESS FOR REBAR AND GROUT DOWNPOUR, o OVERALL LGTH(ft.) CLEAR SPAN (ft.) DOOR SIZE (ft.) GRAVITY LOADS 8-6UR 8-6SRO 8-10SRO 8-14SR0 8-18SR0 8-22SR0 8-26SR0 8-305R0 3'-8. Z-4" 2'-O' 2488 2720 8171 12574 17012 19W 19543 19543 4'-0" 2'-8" 2'-4' 1951 2075 6215 9602 12994 16413 17102 17102 f-10" 2'-6' 1725 1833 5514 8490 11491 14515 16094 16094 in 4'-4" S-0' 2'-8' 1536 1632 4911 7563 10238 12934 15204 15204 4'-8" 3'-4" 3'-0' 1241 1315 3960 6101 8262 10438 12620 13680 EL 5'-8" 4'-4" 4'-0' 1128 1376 2288 3562 4845 6134 7425 8719 6'-8" 5'-4" 5'-0' 888 896 1481 2312 3149 3990 4832 5676 6'-4' 6'-0' 620 625 1025 1606 2191 2776 336E 395E 9'-8. g'_4" g'_p' 340 346 556 879 1204 1531 1858 2186 (1) #5 TOP, (1) #5 BOT. OVERALL LOTH (ft.) CLEAR SPAN (ft.) DOOR SIZE (ft.) GRAVITY LOADS 8-6UR 8-65R5 8-10SR5 8-14SR5 8-18SR5 8-225R5 8-26SR5 8-305R5 3'-8' 2-4' 2'-0' 2488 2720 8243 18810 19W 19543 19543 19543 4'-0' 2'-8" 2'-4' 1951 2075 6215 12105 17102 17102 17102 17102 4'-2" 2'-10" 2'-6' 1725 1833 5533 17700 16094 16094 16094 16094 IP- 4'-4' 3'-0' 2'-8' 1538 1632 4988 11089 15204 15204 15204 15204 4'-8" 3'-4" 3'-0' 1241 1315 4155 8354 13680 13680 13680 13680 w 5'_8' 4'_4" 4'-0' 1128 1376 2785 4805 8418 10524 10524 10524 5'-0' 880 896 2093 3372 5285 8463 8550 8550 6'-4" 6'-0' 620 625 1551 2598 3852 6363 7200 6859 9'-8" 8'-4" 8'-0' 340 346 858 1790 249E 3648 4592 3863 FLORIDA ROCK INDUSTRIES P.O. BOX 547819 ORLANDO, FLORIDA 32854-7819 VOICE (407) 847-0930 FAX (407) 847-2980 ;r11 STEEL PRESTRESSED PRECAST R❑NFORI�NG SCHEDULE 8 INCH U-UNIEL OVerdl Length "A- Steel 'B" Steel to 18'-4' 21'-4' to 24'-0' 2-0 2- 13 2 - 7/160 STRAND 2 - 7/164 STRAND and 2- ORANGE COUNTY BUILDING DEPT. WS 1 1-5-98 Engln vi v v LINTEL and RECESS DOOR HEADER DESIGNATION 8 - 20 S L - X Field Rebor qty. and size at top & bottom N J ( 5 = 1 #5 Top and Bot.) Nominal Width ( 25 = 2 #5 Top and Bot.) Nominal Depth ( 5 = 1 #5 Top and Bot. } ( 0 = 1 #5 Top, 0 bars Bot.) S=Solid grout filled L=Lintel, R= Recess Door Header o U=Unfilled 8-SUL 8-SSL 8-12SL 8-16SL 8-20SL 8-24SL 8-28SL 8-32SL o v „ •` E m .t. 8-6UR 8-65R 8-10SR 8-14SR 8-18SR 8-225R 8-26SR 8-30SR > THIS DR,4WING->• HA9 BEEN DESIGNED TO MEET OR EXCEED THE REQUIREMENTS L OF SECTION IC O/o OF THE 1994 EDITION OF THE STANDARBL1IL.DINGT CODE, SECTION D I�o06 OF THE 199-i EDITION OF THE STANDD AR - BUILDINS CODE AT 100 M.P.H, WIND SPEED. v U L r V) Linte[ Layout v 11 - 7 0 11 Pion Scale of Base: 1/8 -1 - y NOTE: THIS INFORMATION IS BASED ON THE DATA ? SUPPLIED BY PRECAST COMPANIES AND IT'S ENGINEERS. J drawing n(D. S - 02-4116 4116ELC,PLT - 2/1/02 11:22:30 AM NOTE: ALL SMOKE DETECTORS ARE TO BE HARD WIRED AND INTERCONNECTED .0 I SCONNECT TH15 DRAWING HAS BEEN DE51C-FNED TO MEET OR EXCEED THE REQUIREMENTS OF SECTION 1606 OP THE 1994 EDITION OF THE STANDARD BUILDING CODE, SECTION 1&0& OF THE Ila 7 EDITION OF THE STANDARD BUILDING CODE AT IOm M.%.H. WIND Si=EED. ELECTRICAL LEGEND IPC Ceiling Mounted Light Pull Chain Light ® Recessed Light Wall Mounted Light ® Wall Wash Recessed =0 Duplex Receptacle 220 V Receptacle 1/2 hot, 1/2 switched yip Water Proof Receptacle Floor Receptacle Pre -Wire for Clg. Fan EGA Ground Fault Interrupt Wall Switch 3-Way Switch Dimmer Switch N Telephone Jack H Cable Jack ® Pre -Wire Garage Door Opener Fluorescent Light Electrical Panel ® Chime I p Door Bell/Garage Door Switch LD Disconnect Switch (M Electrical Meter (� S.D. Smoke Detector Ceiling Fan _ Wall Sconce Chandelier K11C Intercom C� Spot Light Flush Mount Fluorescent Light OA Fan/Light Combination gMotor QQ Speaker uQ Junction Box Track Lighting Theatrical Strip NOTES: 1. Owner to verify exact location of floor outlets in field. 2. Location of fixtures and/or outlets are suggested locations and meet most local code requirements. Additions or adjustments may be made between Owner and Builder in the field, or by Home Design Services, Inc. as additional services. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions of the job and Home Design Services, Inc, must be notified in writing of any variation from the dimensions, conditions and specifications appearing on these plans. Electrical Plan Scale: 1 /4„=1'—Q" 2 aI-� U D N N V O V) D N Q N E O 2 E O L 4- C N E L d C i 7i N N N L X X D 0 0 N L 0 3 D t2 T D O N D w n 0 V L N L D 0 i 0 N 0 3 E L 0 LO L D !_ T O "D D V L O v 0 .21 0 0 0 N D n. D N C N N "D N D N s •N -D D D N D II. N N N s rn .Q 0 U t 0 D s 0 0 V 3 D 0 E >_ O U a) N L V vi a� U L_ Sn O E 0 drawn by BPM/CW checked by date 8-8-97 scale AS NOTED job no. 02-4116 �c CD C) CD V 0 L� LLJ Cn Lam( I,. �AS - 02-4116 - D1-1ST,PLT - 2/1/02 11:22:30 AM t ' 4 I 2x4 STUDS -016" O.C. 1/2" x 10" "J" OR "L" BOLT5 I 03KD S.Y.P. OR OR I/2 ",Px6" EXPANSION I 02 5PF TYP. U.N.O. BOLTS V 32" O.G. MAX. U.N.O. W/2"�Pxl/8" WASHERS I HCDPL/R 9 32" O.C. TYP. UNO. 2x4 P.T. PLATE 3 1/2" CONC. SLAB W/ FIBERI" IESH OR 6x6 WWM OVER 6M VISa _ .' :t W , • ( ( — t iij E{ f , £ n CV ( i....-.._.............. € ............ # I I............,..1 €....... (.._.____...__ I, m { 1 ICI...:.;€ 2-050 ROD CONT.� I I ...:..� ::f:::::t :t: �:::::::: I TREATED FILL TERMITE INT. BEARINrz WALL FOOTER DETAIL 1 SCALE: 3/4" = I'-0" (ONE STORY) DI 3 1/2" CONC. 5LA5 W/ F15ERMESH OR 6x6 WWM OVER 6M Visa VARIES-4" TYP. -77, Q 4 js(jS(S•,�'y C-1 . E 811 I I -_.,.•..,, CLEAN, COMP., TERMITE € I €.......•.-...,1 # TREATED FILL *50 ROD IN FILLED CELL AS PER FLOOR PLAN TIED TO CONT. ROD IN 011 FOOTER 4 BOND BEAM ABOVE 1,91 3 1/2" CONC. SLAB W/ FIBERMESH FINISH GRADE OR 6x6 WWM OVER 6M VISQ. VARIE5 I E w:: �:��.. .:. Y. •..-✓ ... �Ft � j3j:. dJ (Jj f(I �V �,-,:.:: II II FOOTER W/2-*5 y ( 1 I € CLEAN, I i I COMP. \R ROD CONT. W/ TERMITE TREATED 3" MIN. COVERAGE ::::.. :~~::::......•,.•: :f_:.. FILL f GARAGE CURB DETAIL 2 .SCALE: 3/4" = 1'-0" DI DRIVEWAY SLAB COLD JO Sxlro" C FTCz W/1 WALL BEYOND 3 1/2" CONC. SLAB W/F15ERME5H OR 6x6 WWM OVER 6M V15Q, �,.� r , dED EDGE W/1-"5m CONT. SLAB SLOPES AT 1/8" PER FT. AWAY FROM HOUSE 3 1/2" CONC. SLAB W/ FIBERMESH OR 6x6 WWM OVER 6M VISA, FIN. GRADE m 71 €full€, , • w••' . •,;� ,a `��• .......... c� •FS� ..� ............. ................ I .. 811 ............... I-*5 REBAR CONT. € ---�•# # I--------€ £ ._ i GLEAN, COMP., TERMITE TREATED FILL PATIO THICKENED EDGE DETAIL 3 SCALE: 3/4" = 1'-0" DI ,.11/1 *5 BAR CONT, FROM BEAM TO FTG. W/10" HOOK MIN. OFFSET THICKENED EDGE DETAIL 5 FOOTER DET, to GARAGE DOOR 9 STEP DOWN TIE BEAM 10 SCALE: 3/4." = 1'-0" Dl SCALE: 3/4" = 1'-0° DI SCALE: 3/4" = I'-0" DI 5LA5 6LOPE5 AT 3 1/2" CONC. SLAB W/ FIBERMESH 1/6" PER FT. AWAY OR 6x6 WWM OVER 6M V15Q, FROM HOUSE FIN. GRADE 2 -*5IP ROD CONT. (; •- 16 CLEAR, COMP., TERMITE :;:........€ , € ;..... TREATED FILL PORCH PATIO FTG. DETAIL 21 SCALE: 3/4" = 1'-0" DI COMP. SHINGLES OVER 150 FELT ON 15/32" COX OR 1/16" 055 (MIN, RATED 16/24) (IF TILE ROOF 15 USED SEE TILE MANUFACTURER FOR RECOMMENDED SHEATHING) PRE-ENGINEERED TRU55 &24" O.G. (MAX.AU/HURRICANE ANCHOR ON EA_ TRUSS SEE TRU55 LAYOUT _FOR SPECIFICATIONS 1-*50 REBAR FOR OPENINGS OVER 6'0" U.N.O. OR POWERS STEEL LINTEL `.......; C....". C. SEE ELEV. R-19 INSULATION MIN. s 1/2" GYP BOARD FILLED U BLOCK W/1-*50 CONT, HORIZ, W/25" SPLICE (MIN,) Tip'. WALL SECTION ! OMMS 9C>4LE 3/4"=1'-0" COMP. 5HINGLE5 OVER 150 FELT ON 15/32" COX OR 1/16" 055 (MIN, RATED 16/24) (IF TILE ROOF 15 USED SEE TILE MANUFACTURER FOR RECOMMENDED 5HEATHIN R-19 MIN. INSULATION PRE-ENGINEERED TRU55 024" O.G. (MAX.) W/HURRICANE ANCHOR ON EA. TRU55. (SEE TRU55 LAYOUT FOR TYPE d MANUR) PROVIDE BUILD. PAPER OR STEEL PLATE BETWEEN '.•...,%' ( VARIE5 TRUSS E CJ`1.U. .. - _ -�.._ _. SEE ELEV. 5d COOLER NAILS OR GW554 1/2" GYP BOARD AS SPECIFIED BY ;'" • <' FILLED BOND BEAM W/I*-5 BUILDER NON-STRUCTURAL 12" ' ' CONT. W/25" SPLICE MIN. PRECAST HEADER W/I-*5 0 FOR OPENINGS OVER 6'-O" # OR POWERS STEEL LINTEL : CEMENT TEXTURED j 1/2" GYP BOARD OVER FIN15H U.N.O. € 3/4" P.T. FURRING I AL -FOIL INSULATION WINDOW OR FIXED GLASS U.N.O. SILL PRE -CAST SILL 054, ROD IN FILLED CELL AS PER FLOOR PLAN 'Z TIED TO CONT, ROD IN 8" C.M.U. I "' FOOTER 4 BOND BEAM ABOVE £ 3 1/2" CONC. SLAB W/ FIBERMESH OR 6x6 WWM OVER 6M VISQ. : I FIN. GRADE 77 8"xleo" CONC. I: -:::-:-' I 1 CLEAN, COMP., FOOTER W/2 - *5 0 € - TERMITE TREATED ROD CONT. i •' ' FILL HOOK (TYP) i! i •.••,.....,....., i i t ..........,....•. aCU 2x12 02 SYP W/l/2" PLl' OR -1/16" O.S,B. FLITCF (UN.O.) 2x4 CRIPPLES UNDEF E IV END OF HEADER 1/2" x 10" " I" OR III4II B� OR 1/2"X6" EXPAN.510 4" MIN. EMBED Q 32" C U.N.O. W/2"Oxl/S WA5HE1 2x4 P.T. PLAT HURRICANE CLIPS OR TRUSS ANCHORS - SEE ROOF TRUSS LAYOUT FOR SPECIFICATIONS STRAP TOP PLATE 4 HEADER TOGETHER W/R112 MIN, UN,O. CENTER LINE OF v WALL ABOVE 1/2 "G'xIO" ANCHOR BOLTS v OR 1/2"Ox6" EXPANSION BOLTS a 32" O.G. MAX. ' 3 1/2" CONC. SLAB W/ UN,O. W/2"OxI/8" WASHERS FIBERMESH 4 2x4 P.T. PLATE £ OR 6x& WWM a, w OVER 6M visa }Q 10lo 11 a { E • .Y • . . .Y ......... € Q ................€ ........... 2-*5,P ROD CONT. L W/3II MIN. COVER �� { .. I ' •_• € 1 : • I E C" i x f i .................� v ................1 : 1..,..,••...-,. GLEAN, COMP., TERMITE TREATED FILL m •a n 0 OFFSET BEARING FOOTER DETAIL 4 SCALE: 3/4" = 1'-0" Dl 0 3 T a v L_ T C a O -a N a fa ALL LAPS 25" MIN. (TYP.) a v I L I 1-*5 REBAR VERT. ' DOWEL LAPPED a 0 CORNER. CONT. WITH WALL REINF. > FROM FOUNDATION III 10" HOOK MIN. N TO BOND SEAM, I I _ — — o *5 CORNER BAR o GROUTED CELL q) 0 T TYP, CORNER VERTICAL WALL REINF. II SCALE: 3/4" = 1'-0" DI w v a L 0 -v a 0 0 0 0 ROOF FRAMING 2x12 SYP v SEE TRU55 LAYOUT HEADER U.N.O. L FOR 5PECIFICATION5 N a CIL a EACH v PLATE. N YP U.N.O. W C 01 v 0 a a v v CIL U L a v a ?x4 STUDS to 16" O.C. '31<D SYP OR 02 SPF 143 (51MP50N) CONNECTORSSPH4 TO BE KIN. U.N.O.CL m TOP 4 BOTTOM SIMPSON OR EQUAL U v 0 E 2" GYP. BOARD TYP. CONNECTIONS BEARING OPENING 19 E SCALE: 3/4 = 1'-0" Dl HURRICANE CLIPS a 32" O.C. MAX. N U.N.O. THESE PLANS ARE NOT VALID FOR PERMITTING > WITHOUT THE RAISED SEAL AND SIGNATUREin OF ENGINEER/ARCHITECT OF RECORD. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions of the job and Home Design Services, Inc. must (n HEADER DETAIL tv INT. LOAD SEARING WALL N.T.S. D I U L FULL LENGTH WALL STUDS (2) FOR OPENINGS GREATER THAN 4'0" MT612 HEADER U.N. 51MPSON H2.5 TRUSS DOUBLE TOP *2 6PF OR *3 S (2) EA END TO JACK STUD CRIPPLE STUDS NO CONNECTOR REQ'D HEADER STUDS HEADER STUDS NO CONNECTOR REQ'D be notified in writing of any variation from the v dimensions, conditions and specifications appearing on these plans. TH15 DRAWING HAS BEEN DESIGNED Defails Sedions11 TO MEET OR EXCEED THE REQUIREMENTS OF SECTION 1606 OF THE 199-f EDITION SCq�@: AS Noted E OF THE STANDARD BUILDING CODE AT 100 M.P.H, WIND SPEED, ONE STORY INSULATION drawn by HDS checked by HDS date 01 / l 6/07 scale AS NOTED job no. JOB NO, S - 02-4116 - D2-1ST.PLT - 2/1/02 11:22t30 AM WALL (FILLED CELL) �Q \-- 2 x4 P.T. ATTACH TO G.M.U. WALL W/ 1/2" DIA. ANCHOR BOLTS OR 1/2"x6" HILT[/ REDHEAD W/4" EMBEDMENT FRAME TO BLOCK ATTACHMENT 24 N.T,5, D2 A/C CHASE 4" SLEEVE MIN....' ,_l...-.....: j( THRU STEM WALL , i:.._.._•.: .......:....... _.........:_.::II:: PER MFG. SPEC'S.— CHASE THROUGH STEMWALL 26 SCALE: 3j4" 1'-0" (a ONE STORY) D2 3/4" RECESS a SLIDING GLASS DR. I I SILL FORMED 3 1/2" CONC. SLAB ON SITE (2500 P.S.I.) W/ SLOPE 1/5" 6LI01% GLA55 OR 6x6 10/10 W.W.M. _ i �� PER F OT - ... - - . - - OR FIBERMESH OVER 6 MIL, VAPOR EXP JOINT BARRIER EXTERIOR DOOR SILL 44 SCALE: 3/4" = 1'-0" D2 ROOF PITCH PER ELEVATIONS AND ROOF PLAN 12 ( R-19 MIN. IN5UL. PLATE HT. VARIES �, i ,� it i (SEE ELEVATION54 CROSS SECTION) 2x BLKG a GABLE END!5--/ DBL, 2x4 TOP PLATE (STAGGER JOINTS / 4'-0" MIN.) 2-2x HEADER LU/ 7/16" 055 OR � 1/2" PLYWOOD TOP OF OPNG_—� SEE ELEVATIONS WINDOW UNIT A5 PER ELEVATIONS AND FLOOR PLAN — WINDOW SILL PER BUILDERS SPEC. CAULKED a WINDOW —� 2x4 MIN. 1/2" G.W.B. 3 1/4" 15ASE MIN 0'-0" FIN, FLR, 3 1/2" CONC. SLAB (2500 — —" J "— PSI, MIN.) W/ FIBER REINFORCEMENT OR 6x6 10/10 W.W.M. OVER �. t 11.. ..= 6 MIL. VISQUEEN VAPOR ---�.== :I I BARRIER TAPED OVER A CLEAN COMPACTED _: I FILL AND TERMITE m U TREATED. all CONC. BLOCK STEM WALL OVER 8"xl6" CONT. 16 CONC_ FOOTING W/2-05 RE -BARS ON CHAIRS CONT, PRE-ENGINEERED TRU55E5 DESIGNED W/ SIGNED 4 SEALED CALLS. BY A FLORIDA REGISTERED ENGINEER COMPOSITE SHINGLES OVER 150 FELT ON 15/32" CDX PLYWOOD OR 7/I6" 055 (RATED 16/24) MIN. HURRICANE TIE a EA. TRUSS A5 PER FRAMING LAYOUT MTL. DRIP EDGE FA5CIA TO MATCH ELEVATIONS r�J (SEE DETAIL). SOFFIT A5 SPEC 5EE ELEVATIONS FOR DETAILING R-II GATT INSULATION 7/16" OSB OR 1/2" SHEATHING W/ r 150 FELT OR PAPER BACKED METAL LATH EXTERIOR FINISH —(STUCCO OPTION: -1/5" STUCCO PER ELEVATIONS. ON PAPER BACKED METAL LATH) 2x4 P.T. 50LE PLATE W/ 1/2 "xl0" ANCHOR BOLTS (W/ 7" MIN. EMBED.) OR '/2 "x6" EXPANSION BOLTS (W/ 4" MIN. EMBED.) W/ 2"As" WASHER5 a 24" O_C. AND ALL CORNERS FHA HEADER BLOCK cp � REFER TO PLOT PLAN FOR SLOPE CONFIGURATION ONE STORY TYP, WALL SECTION 12F 2X4 *3 5Y "2 SPF Mll` 2411 O.C. T' NAILED TO TRUS5 W/ 2-12d MIN. TYP, CRIPPLE WALL ON TRU55 31 SCALE: 3/4" = 1'-0" D2 'osrratu u THESE PLANS ARE NOT VALID FOR PERMITTING l revisions by WITHOUT THE RA15ED SEAL AND SIGNATURE OF ENGINEER/ARCHITECT OF RECORD. PRE-FAB CAP a OVER CHIMNEY a V) CHIMNEY HEIGHT 24" ABOVE ROOF WITHIN 10' a H2.5 0 LJ I E -1/S" STUCCO OVER PAPER BACK METAL LATH U.N.O. , 1/2" PLYWOOD OR 7/16" 055 EXT'R SHEATHING01 ALL AROUND NAILED Sd 6" ON EDGE N TRUSS TOP AND 12" ON INTERIOR GALV, L-FLASHING CHORD a FLUE 3 v HGDPL/R HGDPL/R v TRUSS) a 24" O.G. (MAX.) -v TRUSS a 24" O,C. o H2.5 " MIN, STRAP 0 TRUSS TYP. CHORDS DOUBLE 2x4 BLOCKING MANTLE PRE-FAB FIRE BOX 16" NON-COM5U5TA5LE MATERIAL FOR HEARTH INSULATION VARIES SEE SPECIFICATIOt` FOR TYPE 4 THICK(` OIL ELEV. VARIES SEE PLAN PRE-ENGINEERED DESIGN VARIES. SEE TRUSS PLAN. INTERIOR 2X4 P.T. PLATE w/ 1/: BOLTS (MIN. 7" EMBE I/2" PX6 EXPANSION . __ • _ (w/ 4" EMBEDMENT) w/2"O XI/S" THICK WASHERS a 24" O.C. 0 s T H3 TYP. a L 2x4 02 5PF OR *3 SYP STUDS alb" O.C. v 0 v a N 0 a 0 a(U a DAMPER 11 I II I a CONC. SLAB E T 5= PRE-FAB FIREBOX DETAIL 0 a CENTER OF TRUSS 50 v N.T.S. D2 0 U a 0 H3 (SIMPSON) AT TOP AND BOTTOM TiLl V SEE FND. PLAN FOR TYPE AND SIZE 0 a `v 31MP50N MTS12 0 4T EACH TRUSS Q .NLE55 OTHERWISE NOTED o a N 1/2" GYP. BD_ EXTERIOR GRADE a H C X12'5 w/ 1/2" PLYWOOD 01 -H 5PAN5 UP TO 10'-0" C v 0 a v N G y Q a a EXTERIOR •� 0 0 u t 0 v 0 7/1& OSB OR 1/2" SHEATHING z W/ 15# FELT OR PAPER BACKED METAL LATH. a V EXTERIOR FINISH (STUCCO Q OPTION: 718" STUCCO PER — ELEVATIONS ON PAPER BACKED METAL LATH. E R-11 BAT INSULATION THIS DRAWING HAS BEEN DE51CxNEDCn TO MEET OR EXCEED THE REQUIREMENTS PATIO 5LA5 OF SECTION 1606 OF THE 1997 EDITION 01 OF THE STANDARD BUILDING CODE AT N 100 M,P.H. WIND SPEED. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE a OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions of the job and Home Design Services, Inc. must be notified in writing of any variation from the u dimensions, conditions and specifications appearing i on these plans. c rn Det,.�ia, cam,.+�,,.,.. J s EXTERIOR BEARING WALL 80 Q I S � 6CALE:3/4"=1'-0" D2 Scale: As Noted P- i o J r co N L yr C') UJ UJI _� LL LL .� O a3 • U (b LZ (D G -� N 0 r'-' 0) ar `Z N z LL c U LO 0 • C() ZI W -0 -� Q > W UJ -c U L- o Q °0 LO 0 7 ONE STORY R-19 INSULATION drawn by HDS checked by HDS date 01 /16/98 scale AS NOTED job no. JOB NO. 02-4116 - D3-13T,PLT - 2/1/02 11:22:30 AM THESE PLANS ARE NOT VALID FOR PERMITTING l WITHOUT THE RAISED SEAL AND SIGNATURE v OF ENGINEER/ARCHITECT OF RECORD, revisions by TRUSSES —\ 2x4 STUD — MATCH VAULT LINE 2x4 KNEE WALL m 16" OC- 16 cI m 12 " O.G. CDX 15/3,2" OR 1/16" OSB (RATED 1(o/24)MIN. SEE NAILING SCHEDULE ON ROOF TRU55 LAYOUT U.N.O. 2x4 CONT. (IF TILE ROOF 15 USED SEE TILE 2x4 BLOCKING a MANUFACTURER FOR PANEL EDGE TYP. RECOMMENED SHEATHING) SEE TRU55 LAYOUT X4 DIAGONAL BRACING 9 10'-0" O.C. MAX START DIAL. BRACING 6' FROM END OF TRUSS IF ABLE / / 2X4 BLOCKING FIRST 6' PANEL TYP. VAULTED EDGES 1/2" GYP. BOARD CEILING TRUSSES a 24" O.C. NAILED W/ 5D COOLERS a -I" O.C. 2x4 FIRE BLOCKING MIN. u 2x4 MIN. P.T. PLATE CONT. W/1/2" J, L, OR REDHEADS 6 24" O.C. W/4" MIN. EMBED. U.N.O. I BOND BM. W/1-"5 CONT. FILL CELL W/CONC. HTA16 a 1 32" O.C. MAX. 1/2" GYP. BD OVER 3/4" FURRING - U N.D. Nil C E ENDML DETAIL . .__. ._.................__. -_ BCAa- 3/4' =1'-0 7/16" APA RRATED CDX OR 055 MIN. PINS 012" O.C, C NO LINTEL / PRECAST RECUIRED TYP. ENTRY / ARCH OPEN ING SCALE: 3%." = 1'-0" SEE NAILING SCHEDULE ON ROOF TRUSS LAYOUT UxO. (IF TILE ROOF 15 USED SEE TILE MANUFACTURER FOR 2x4 CONT. RECOMMENED SHEATHING) MAX. T tl` � 2x4 BLOCKING a PANEL EDGES TYP. Ist 3 TRU55 5AY5 MIN.: SEE TRU55 LAYOUT FOR SPECIFICATIONS \ / 2X4 DIAGONAL BRACING -1/16" O.S.B. OR \ \ / a 10'-0" O.C. MAX TO 3RD TRUSS 15/32 CDX PLYWOOD U.N.O. / > \ '< \ DIAGONALS MAY BE NAILED TO / BLOCKING W/4-12d AS NEEDED 16d NAILS 's 2x'5 MAY BE 5aUARE GUT OR MITERED 12 " O.C. 1/2" GYP. BOARD CEILING NAILED W/ 5D COOLERS tD "T" O.C. MAX. BM. W/I-"5 CONT. FILL CELL W/ CONC., 14TAI(o -0BOND 32" O.G. MAX. 2x4 P.T. PLATE CONT. W/I)/2" U.N.O. J, L, OR REDHEADS a 24." O.G. W/ 4" MIN. EMBED. U.N.O. 1/2" GYP. BD OVER 3/4" FIURRING all C.M.U. - 05 a a'-0" O.C. (MAX) E 1-05 a EA SIDE OF OPG, SEE FOUND. PLAN FOR REINF. REaUIREMENT5 GABLE UOU MTA�IL ---------------.... -.................. .... -........................ .. XALE. 3/4'=1'-0' a12" O.C. 2x4 VERTICALS SHOT TO C.M.U. W/2 1-3/4" MIN..145 DIA. HILTI/RAM5ET PINS - TOP 4 BOTTOM PLATES TOE NAILED TO VERT'5 W/ 126MIN. OR USE 1/2" JL, REDHEAD5, TO EA. PER VERTICAL 2x4 5YP OR 02 5PF m 16" O.G. W/ 142.5 EACH 5TL TOP AND BOTTC In e a v c rn N ID C1 v E 0 0 w c 0 .N 0 E i n- v 3 Ul W CL x v v v s ° ° CEILING 3 A a a t z � a a all C.M.U. — WALL (FILLED CELL) W N v ATTACH 2x6 P.T. TO C.M.U. WALL LU ( v WK4) 1/2" ANCHOR 0 O -• a BOLTS OR 1................. l 1/2"x6" HILTI / p ff REDHEAD W/ 4" Ca } o MIN. EMBEDMENT „_.".". w W/ I/a" ANCHORING 4 WA5HEfR € E 0 a L a c E T GARAGE DOOR BLOCK ANCHORING DETAIL v 2 N T.S. r1 nl I-1 T T-- -1 ATt Ip I I I I I I M TYP. Q I I I I I I ANCHOR BOLTS a24"O.C. v V L O a CL V V N U r-' O v v a a a a a a v v m v t � N _w N iX a Q } a a a C a CL v Ul °• tom; fu.: t.:d, r-i P.T. SOLE PLATE KNEEWALL-EXTERIOR TO MASONRY N.T.S. G:3ENEfRAL I COTE 5- INTERIOR BEARING WALL BOTTOM P.T. PLATE MAY BE SHOT W/ 2-1/s" MIN..145 DIA. HILTS / RAMSET PINS alb" O.G. MAX. IN LIEU OF 112" ANCHOR BOLTS. ONLY ON NON UPLIFT PARTITIONS. REBAR5 MAY BE DRILLED AND EPDXIED W/ MIN. 6" EMBEDMENT WHERE TRUSS STRAPS ARE NOT IN PROPER PLACEMENT, PROVIDE AN HC20 w/ (2) 3/16"X P/4" TAPCONS FOR UPLIFTS OF UP TO 1000 POUNDS OR A HD2X (SINGLE TRUSS, OR HD2-2X FOR 2 PLY TRUSS OR HD3-3X FOR 3 PLY TRUSS) W/ (4) 3/16" X 13/4" TAPCON5 FOR UPLIFTS UP TO 1320 POUNDS (SPACE TAPCON5 3112" APART). ALL INTERIOR BEARING WALLS TO BE *3 KID 5YP OR w2 5PF UNLE55 NOTED OTHERWISE. I" x 4" PT_ SHOT TO CMU w/ 12d MIN. AT 12" O.C. MAX. STAGGERED TO AVOID SPLITTING. 3 - 05 x P/4" MIN. WOOD 5CREW5 PER 511DE AT JAM55 = 100 M_P.H. WIND SPEED. c 0 E E TH15 DRAWING HAS BEEN DE5IGNED N TO MEET OR EXCEED THE REOUIREMENT5 N OF SECTION 1606 OF THE 199-f EDITION > OF THE 5TANDARD BUILDING CODE AT N 100 M.P.H. WIND SPEED. i T WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions 6 of the job and Home Design Services, Inc. must be notified in writing of any variation from the dimensions, conditions and specifications appearing i on these plans. Details & Sedons o, .1 0 Scale as Noted4:41 E r d- co L CV 0 C"a 0) E OT �o U G • � (C) Q 00 O I",-. s Cd UJ -- z UNbof L0 0 • 00 W -0 r-, , 0 -� 0 © ,a� U > N ar -C (� i O <00 ONE STORY R-19 INSULATION drawn by HDS checked by HDS date 11-13-97 scale AS NOTED job no JOB NO Q fI ' .. M• _ r. �vittv+'.+'3=+512G'±i_:.a;.YSE J� City of Sanford Model Codes in effect: Standard Building Code 1997 ed. Standard Plumbing Code 1997 ed. Standard Mechanical Code 1997 ed. National Electrical Code 1996 ed. See City Code AMENDMENTS SANFORD BUILDING DEPT. FL. Accessibility Codes 1997 THESE PLANS ARE REVIEWED AND CONDITIONALUf ACCESM FL. Energy Code 1997 CONST TEF UD D TO BEryA LICENSIZ TO PROCEEDA PERMIT ISSUEDLWITH _-_ THE WORK AND NOT AS AUTHORITY TO VIOLAT5, _ _ CANCEL, ALTER, OR SET ASIDE ANY OF THE u� g�� PROVISIONS OF THE TECHNICAL CODES, NOR SHALL„ ISSUANCE OF A PERMIT PREVENT THE BUILDING ACCI SS".31 31LITY CD'D S (D'IEON tiRERRORSRONFTHE PLANS, CONSTRUCTIO �- i pW S �v OR OTHER VIOLATIONS OF THE CODES. MUST MEET FLORDA E R G Y C U,FLOOR SUN E�Vp" OWN TION PERMI IT ff mw B EL MUST BE16IIA U r OF ADJACENT ROAD U1 -►...tba OVERWISE APPROVED FF I ,gin' �v-r