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HomeMy WebLinkAbout129 Drew AvePermit # Job Address: Description of Work: I listoric District: _ CPrY OF SANFORD PERMilf APPLICATION n Non Value of Work: Date: otal Sq Permit Type: Building ✓ Electrical Mechanical Plumbing Fire Sprinkler/Alartu POQ� Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Polp Mechanical: Residential Non -Residential Replacement New (Duel Layout & Energy Calc. Re(luired) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines m Plubing/New Residential: # of Water Closets Plumbing Repair — Residential or Conunercial _ Occupancy Typc: Residential Commercial Industrial _..._.....:. 1r.1..... if of Gtnriew # of Dwelline Units: Flood Zone: (FEMA form required) Address: Mortgage Lender: Address: Phone: A rchitec t/F, ngineer: Address: Fad, Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction, i understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR, FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WIT II YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions appliFable to this property that may be found in the public records of this county, and there may be additional permits required Brom other governmental entities such as water management districts, state ageucies,'or fedcial agencies. Acceptance ofp u' is veS'ticatio i, hat t "E"i ltile owner of the property of the requirements of Flora Lien I w, FS 71� x S nature of own / gent Date Signature f Contracto /Agent ate Print Owner/Agent's Name Print C rac jri/A�iit's Nance Si of Notary State oI "'o"td Date DEBBIE BLANTON MY COMMISSION # DD 188491 «�"' EXPIRES: February 25, 2007 I -M -3 -NOTARY FL r�oltu ilvtfAgenbis t sl ifiWh i2vM or Produced ID APPROVALS: ZONIN % 1 d UT LL: - FD: Special Conditions: Rev 03/2006 Signature of Ntatary-State of Florida Date Lracj DEBBIE BLANTONMY COsMMISSION # DD 188491EXPIRES: Fobr ar 25, 2t)07` lY �rs°�rrvy�o no n lode ENG: BLDG: w v 1 51TE FLAN SCALE: P = 10'-0' 25"-0' C=34f;;;�AGE- 4[D�D710N I roji 27 1 S�A�fRLE� UJILL�At�15 12g [Df;P,,,EUJ AVENUE 5EMINOLE COUNTY �LOfi�II� 120'-0' SITE FLAN SCALE= 1"=10'-O" /I Gi4RAGE AREA 0-41 5Q. FT, LAUNDRY' R001Vf 11-4 SQ. FT. TOTAL ... 155 50. FT. NEW G0N5TRUGTION NOTE: T45 5TRIJCTUFE 1,45 BEEN DESIGNED TO MEET OR EXC:LED TPE REQUIRE TENTS OF SEC, R301 OF THE FLORID `t BUILDING CODE 200.4 RESIDENTIAL EDITION. I. BASIC WIND SPEED = 120 MFH 2. WIND �01IRTANCE FAG;TOR = 1.0 e 3. WIND �.XF'OSURE = CATAGORT' B a 4. INTE F',�AL i='RESSURE COEFFICIENT = .18 r PLANS RE aff (w 4L nli / PERMIT OFFICE INDEX Or= F:)fP,,AUJINe5 � 514EET # D 5CR11�T f ON CS COVER SHEET A-1 L INTEL PLAN A-2 FLOOR / ELECTRICAL fi=LANS M M FOUNDATION / TRUSS i=L,4N A-3 EXTERIOR ELEVATIONS D-1 SECTIONS / DETAILS / NOTES Gi4RAGE AREA 0-41 5Q. FT, LAUNDRY' R001Vf 11-4 SQ. FT. TOTAL ... 155 50. FT. NEW G0N5TRUGTION NOTE: T45 5TRIJCTUFE 1,45 BEEN DESIGNED TO MEET OR EXC:LED TPE REQUIRE TENTS OF SEC, R301 OF THE FLORID `t BUILDING CODE 200.4 RESIDENTIAL EDITION. I. BASIC WIND SPEED = 120 MFH 2. WIND �01IRTANCE FAG;TOR = 1.0 e 3. WIND �.XF'OSURE = CATAGORT' B a 4. INTE F',�AL i='RESSURE COEFFICIENT = .18 r PLANS RE aff (w 4L nli / PERMIT OFFICE 5�4EET c5 OF rr � � o Q) w O Q) _ M M -1 Q Q C/) Lo Lo L co N M co � 01 o C\2 N Lo �o M co r4 } O O tt 5�4EET c5 OF rr � � o Q) w O Q) _ M M -1 Q Q C/) Lo Lo L co N M co � 01 o C\2 N Lo �o M co 5�4EET c5 OF rr Q Q) Q) M M I Q Q C/) Lo Lo L co N M co N N C\2 N Lo �o M co r4 5�4EET c5 OF W C/) Lo N M N N C�8 O 5�4EET c5 OF L INTEL FLAN 5GALE= 1/4' = 1'-0' PRODUCT DESCRIPTION Nigh strength precast concrete lintels designed to be unfilled or filled to form a composite reinforced beam using concrete masonry units. MATERIALS • fc 8 recast lintels = 3500 psi p • f'c 8' prestressed, b' and 12' precast lintels : 6000 psi • f'c 4' precast lintels : 3000 psi • Grout per A5TM C416 f'g : 3000 psi w/ maximum 3/8 inch aggregate and 8 to II inch slump. • Concrete masonry units (GMU) per ASTM C90 with minimum net area compressive strenght = 1900 psi • Rebar per ASTM 415 Grade 60 • Prestressing strand per A5TM A416 Grade 210 low relaxation • 1/32 inch wire per ASTM A510 • Mortar per A5TM C210 Type M or 5 GE FRAL NOTES I. Provide Full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with architectural and/or structural drawings. 4. U -Lintels are manufactured with 5-1/2Inch long notches at ends to accomodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed 11360 vertical deflection, except lintels IT -4' and longer with a nominal height of 8' meet or exceed L/180. 6. Bottom Field added rebar to be located at the bottom of lintel cavity. 1. 1/32 inch diameter wire stirrups are welded to the bottom steel for mechanical anchorage. NORTH L INTEL FLAN 8. Gast -in-place concrete may be provided In composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per AGI 318 and ACI 530 10. Product Approvals: Miami ace Gounty- Florida Nos. 03-0605.05 and 03-0605.04 R The exterior surface of lintels installed In exterior concrete masonry walls shall have a coating of stucco applied in accordance with A5TM 0926 or other approved coating. 12. Lintels loaded simultaneously with vertical (gravity or uplift) and horizontal (lateral) loads should be checked for the combined loading with the following equation: Applied vertical load , Applied horizontal load Safe vertical load Safe horizontal load ` I.0 SCALE: 1/4'=I' -O' SAFE LOAD TABLE NOTES I. All values based on minimum 4 Inch nominal bearing. Exception: Safe loads for unfilled lintels must be reduced N 20 % if bearing length is less than 6-1/2 inches. 2. N.R. - Not Rated. 3. Safe loads are superimposed allowable load. 4. Safe loads based on Grade 40 or Grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing additional reinforced masonry above the precast lintel. See Reinforced CMU on Page 4. 6. One 61 rebar may be substituted for two 5 rebars in 8' lintels only. 1. The designer may evalute concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d -away from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. 9. For lintel lengths not shown, use safe load from next o9 �est longest I th 10. All safe loads in units of pounds per linear Foot. 11. All safe loads based on simply supported span. 12. The number in the parenthesis indicates the percent reduction for grade 40 field added rebar. Example: T-6' lintel Type 8F32 -I5 safe gravity load : 6412 (15) w/ 15% reduction =, 6412 (26) : 5501 pif 444ST=40947C LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L1 11'-4' 5Firo-15/0T aft(o L2 4'-6' SF16-18/0T 3069 4605 6113 7547 8974 10394 11809 L3 9'-8' 8F16-15/OT 3069 4605 6113 7547 8974 10394 11809 QUANTITY OF *5 WIDTH 2231 REBAR AT TOP LH IL NOMINAL HEIGHT �2 n2 DL2 - -- -4'-4' 8F14-1B/OT DOOR LINTEL PLANS REVIEWED CITY OF SANFORD T'�'FE DEe1C->:N,4Ti0N F = FILLED WITH M 1-5/6'AGTUAL 5" NOMINAL WIDTH "5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR G.M.U. GROUT 05 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REiNFORCING PROVIDED IN LINTEL (VARIES) SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U -LINTELS GROUT / U = UNFILLED `— TYPE E~ W QUANTITY OF 415 REBAR AT BOTTOM LENGTH OF LINTEL CAVITY aft(o - I /1T 2'-10"(34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 L NOMINAL -� co 3069 4605 6113 7547 8974 10394 11809 QUANTITY OF *5 WIDTH 2231 REBAR AT TOP LH IL NOMINAL HEIGHT M 1-5/6'AGTUAL 5" NOMINAL WIDTH "5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR G.M.U. GROUT 05 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REiNFORCING PROVIDED IN LINTEL (VARIES) SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U -LINTELS CAi7tiC4lgrn SAFE LOAD - POUNDS PER LINEAR FOOT `— TYPE E~ W 8F8 -OB 8F12 -0B 81`16-0B 8F20 -OB 8F24 -OB 81`28 -OB BF32-OB LENGTH 8U8 8F8-18 8F12-18 8F16 -1B 8F20 -1B 8F24 -1B 81`28-1B 8F32 -1B 2'-10"(34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 z IL co 3069 4605 6113 7547 8974 10394 11809 W 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 LH IL �2 n2 3069 4605 6113 7547 8974 10394 11809 II 4'-0" (48") PRECAST 1966 2561 3107 703481809 '2751 2693 4605 6181230 7547 894890 74 10394 11 cW 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 - 5400 6224 2189 4375 6113 7547 (7) 8672 10294 11809 �j U 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 toe 7342,9) 8733(19) 10127(,9) 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 (45) 6036(,9) 7181(,e) 8328(2o) 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394(32) 8825 (10 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467(44) 6472 (15) 9'-4" (112") PRECAST 554 Ess 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705(37) 6390 (4i) 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643(3e) 4754(45) 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13' 4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14' 8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 NR NR NR NR NR NR NR 15'-4" (184") PRESTRESSED N.R. 412 710 1250 1733 2058 2320 2513 NR NR NR NR NR NR NR' 17-4" (208") PRESTRESSED N,R. 300 548 950 1326 1609 1849 2047 NR NR NR NR NR NR NR 19'-4"(232") PRESTRESSED N.R, 235 420 750 1037 1282 1515 1716 NR NR NR NR NR NR NR 21'-4"(256") PRESTRESSED N R 180 340 598 845 1114 1359 1468 22'-0"(264") PRESTRESSED N R NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U -LINTELS C41o1i14�'ir SAFE LOAD - POUNDS PER LINEAR LOOT -- �_ TYPE 8F8-iT 8F12 -1T 8F16-iT 8F20 -1T 8F24 -1T 8F28 -1T 8F32 -1T LENGTH _ 8F8 -2T 8F12 -2T 81`16-2T 81`20-2T 8F24 -2T 8F29 -2T 8F32 -2T 1972 3173 4460 5747 7034 83P 9608 2' 10" (34") PRECAST 1972 3173 4460 5747 7034 8,121 9608 1569 2524 3547 4569 5591 6613 7636 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 „ 4 —0„ (48) PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6” (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5'-10"(70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 (12) 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7'-6„ (90') PRECAST 727 (23) 1021 1634(12) 2102(„) 2571(,o) 3039(1o) 3508 (9) 727 1166 1634 2102 2571 3039 3508 9'-4” (112") PRECAST _ 591 680 1133(,5) 1471(i5) 1811(15) 2152(16) 2494(,5) 591 851 1326 1705 2084 2463 2842 10'-6"(126") PRECAST 530 552 914 (15) 1185(15) 1458(15) 1732 (15) 2007 (is) 530 686 1183 1526 1865 2204 2544 ll' -4"(136") PRECAST 474 485 798 ,$) 1034(15) 1272(15) 1510 15 1749 ,$) 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 (9) 441 723 (14) 936 (14) 1151(15) 13661,5) 1582 (s) 470 543 928 1349 1649 1948 2247 „ 13'-4" (160) PRECAST 418 1)5) 373 606 (14) 783 (14) 962 (14) 1141(14) 1321 (14) 428 455 770 1145 1444 1718 1993 14'-0' (168") PRECAST 384 (115) 346 559 (14) 723 (14) 887 (,4) 1052 (14) 1218 (14) 410 420 709 1050 1434 (e) 1694 19 1954 (7) 14'-8" (176") PRESTRESSED 239 323 519 (13) 671 (1 823 (13) 976 (14)1 1129(14) 246 390 655 968 1324 (e) 1625(,1) 1874 (11) 15'-4" (184") PRESTRESSED 224 302 485 (13) 626 (ia)j 767 (13) 909 (u) 1052 (13) 230 364 609 897 1224 (e) 1562 (14) 1801 (14) 17'-4" (208") PRESTRESSED 187 255 404 (12) 520 (12) 637 (12) 754 (12) 872 (12) 192 303 500 732 993 e 1268 (14) 1470 (14) 19'-4" (232") PRESTRESSED 162 222 347 (11) 446 (11) 546 (12) 646 (12) 746 (12) 166 261 424 616 831 1 1225 21-4„ (256') PRESTRESSED ) 567 (11) 654 (1057(14) 142 98 306 (n) 393 (11) 480 (18 , 1 ) 142 230 369 531 713 p) 903 (,3) 1046 (,3) _ 22'-0” (264") PRESTRESSED 137 192 295 (1o) 378 (11) 461 (1o) 545 (,p 629 (11) 137 221 354 508 681 7) 861 13 997 13) 24'-0" (288") PRESTRESSED 124 175 267 (io) 341 (10 416 (,o) 491 (,o) 566 (,o) 124 200 316 1 450 756 (12) 875 (13) (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U -LINTELS Ci1►sr-C4Rar� SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-0B BRF10-OB BRF14-OB 8RF18-OB 8RF22 OB 8RF26-OB 8RF30--09 LENGTH 8RU6 8RF6-iB BRF10-16 BRF14-1B 8RF18-iB 8RF22-1B 8RF26-18 8RF30- 1115 4'-4" (5<") izECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060(34) 7917(16) 9311 (19) 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639(1o) 8060(39) 7402(19) 8706(,9) „ 6 —8 (80) PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 1 3120 5048 7915 9479 10893(32) 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998(19) 10893(48) 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891(47) (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR CR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U -LINTELS Cs►sr-Cstrn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-1T 8RF10-1T BRF14-1T 8RF18 1T 8RF22-iT 8RF26-1T 8RF30-1T LENGTH 8RF6-2T 8RF10-2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T BRF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 „ 5'- 10 (70 „ ) PRECAST 655 1262 1900 1 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80) PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 391 3865 7'-6"(90) PRECAST 506 797 1462 e) 1952 (6) 1 (657 ( 506 967 1462 1952 ' 24 1 29 1 421017 9'-8" (116") PRECAST 395 491 931 (12) 1301 (A , I 395 589 1135 1514 8 227 2 2 /I (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTION FOR GR40 FIELD ADDED REBAR. SEE NOTE N0, 4 O � In ' i Ci � E~ W Z 1�— SHEET 14-1 OF r1' E~ W O 0 o� (Y co CO z IL co �1-0 W co CO -q c LH IL �2 n2 II co CO (� cW cr) SHEET 14-1 OF r1' E~ W O 0 o� o I co CO 0 0 co �1-0 W co CO -q c �2 n2 ti co CO N � cr) SHEET 14-1 OF E~ W W E-1 � co W -q ti cr) �j U QUO SHEET 14-1 OF XE IST c FOUNDATION FLAN SCALE: 1/4' =1'-0' •TRUSS TO WOOD MT5-12 W/ (12) 106X1-1/2 BIER VENT R SHELF I -111, � II�%AB I EXTEND N �I :3 0 00 0 ATTIC ACC. � III d _I W. I � J w 1, ��.► LIL -� 0 q GARAGE N iLi HOME or fid' �� • � �'-5° ELEV. q�. Jj FIN. CONC. SLAB 2868 2868 REMOVE EXIST'G WINDOW 4 MA5ONRl' ;— SELOW REPLACE W/ DOOR FIN. TO MATCH EXIST'G 23 SN 80-f0 OHD 16fd 10 OI -ID 8'-0' L'-�' 161-�N 301-0" SCALE: 1/4' =1'-0' cl` I 42" A.F.F. P.C. I � � I cop 421 A.F. CLC:. OUTLET GARAGE 4'-10° 31-01 111- A N ELECTRICAL PLAN SCALE: 1/4'-1'-0' �r N ELECTRICAL LEGEND SYMBOL EFINITION NOTES n )1 IIVV OUTLET O1 1 aF OUTLETWI I 1 1 110V OUTLET WIRED 70 q � � JI11 l QQ/ SWITCH tLl � W � 0 EQUIPED WITH co i10V OUTLET GROUND FAULT �Q r dJ GPI NTERUPTER jjj 220V OUTLET FQ EXTERIOR GFI WATERPROOF GR (M FAULT ci OUTLET n�rERUPTER r SWITCH o '/3 SWITCH 3 -WAY OPER, 1✓4 SWITCH 4 -WAY OPER. n WALL vJ MOUNTED LIGHT CEILING LIGHT (� VAPOR DROOP ,,� rl %m LIGHT (0) RECESSED CAN VENT. FAX 1 CFM PER 8Q. PT. VENT. FAN I OFM PER W/LIGHT SQ. FT. 2' LKV4T STRIP 4' L VAI -IT STRIP �•� FLOURECENT L�L�J LIGHT WRAP AROUND ]_ W FLOUREC. 4' PLaMCENT TRACK LIGHT © PANEL METER SMOKE BATT, DACK-UP OSD. DETECTOR W, MHARDUIIRE lVR- coMIEctED PENDANT LIGHT TELEPHONE . JACK WATER HEAT. DISCONNECT AIR GOND. ac DISCONNECT Hl TELEVISION JACK CEILING 15OX REQUIREp 7 CEILMG PAN/LIGHT ACCOIN RDANCE W/ 1'SOX MARKED AS SUCH INSPECTION FLOOD LIGHT INTERCOM SPEAKER PUSH BUTTON FOR CHIMES P.B. EMERGENCY LIGHT PLANS REVIEWED CITY OF SANFORD z W O1 1 1 1 1 I 1 1 q � � JI11 l QQ/ C/) tLl � W � 0 co — cv n1 'd' itfl �Q r dJ !�� FQ %Qw Q ci :i r Io o `I o In w � vJ z W w _ z u q � � JI11 IL QQ/ C/) tLl � W � 0 co V J W (Z> to CY) M M M N' N O O O 1 EM SHEET 4-2 W C/) Lo co V J W 92 !�� ci Io o `I o In w � vJ U C9v ,,� rl SHEET 4-2 BRGc. NT. EXI&TINCS HOtlF STUCCO TOM GN EX15T'G NOM 0'-m" FIN, FLR 'mii�"' iii'il1 'ii1 11iiiiiiiiii�i'i�ii n�n■u�mnn FONT ELEVATICN SCALE= 1/4'=1'-0° 1-' Birt. WT. m' -m" FIN. FDR. FBERGLA55 SNII MATCH EXISTI ca 8'-0" OL BRG. HT. 0'-0u FIN. FLR. GABLE END FIN. TO MATCH EX15T'G / 8'-0° / SRG. NT. — - STUCCO TO MATCH - / E X 15T'rz NOMEJ: - ----- -- -� . fP,IGPNT ELEVATION SCALE: 1/4'=1'-0° TO G;,4R14GEZ STUCCO TO MATCH EXI5T'G NOME f��EAfP, ELLVATION SGALE: 1/4'=I' -O' r-4: _ " 5RG. BRCz. NT. 01-01 FIN. FLR. NCS � X I � I OM - -- 0' -ON FIN. FLR. PLANS REVIEWED CITY OF SANFORD N z 0 O + � 110 M.P.N. WIND PRESSURE T,45LE vl� w O O WINDOW AREA IN SQ_ FT. f'051TIVE NEGATIVE 0 ® 0.0'-10.0' _ 21.8` -23.6 0 a ® 10.0' - 20.0' 20.8 -22b n 20.0' - 50.0' 195 -21.3 fu D� 50.0' - 100.0' 185 -20.4 - u 0.0'-10.0' 21.8 -29.1 10.0' - 20.0' 20.8 -212 Q 200' - 50.0' 19.5 -24b 9 4 50.0' - 100.0' 185 -22.6 PLANS REVIEWED CITY OF SANFORD N z 0 O + � 0 � vl� w O O � O 0 C� LH A fli ol a co � O 0 C) A z if 0 a Qll koL 0300 11 O fu w CY) CID Q0 co ol a co w N 0 C) (z) Lo a 1 0 a Qll koL 0300 N cl)co ct ct c CY) CID Q0 co SHEET A-3 OF w W N c Q0 co o� 4 r_o O o C/) w SHEET A-3 OF 2X4 COLLAR TIE- EVERr' OTHER RAFTER 2X RAFTER 2-12d EvERY TRU55 3-12d RAFTER 1X8 N.41LR 3-12c1 TO N,41Lt--R 2X RII)C�E �0 m ` LL 0,5,3. OF, 1/2" PLT, 1X8 NAILER 2-12a EVERY TRU55 CONN, FF�AtlINCt DETAIL 20 YEAR WARANTEE FIBERGLASS SHINGLE *45 FELT BASE SHEET 1/2' EXT. GR PLY, FASCIA TO MATCH — EXST'G CONT. PRE -FIN. ALUM VENTED SOFFIT HURRICANE STRAPS (SEE TRU55 PLANS)- a' LANS)-a' LINTEL BLOCK (FILLED) ALUM. WINDOW SEE — FLR/ELEV FOR DES. PRE -CAST SILL a" CMU TEXTURED FINISH FIN. GRADE ---- (2) #E� BARS CONT. 12 4 l — 1/2' DRYWALL — 1 CONT. — EXP., STRUCK MASONRY WALLS PRE -CAST LINTEL I 4' CONC. 6LAE3 W/ xro 10-10 W..W.M. �Sl M r_X, X — iC- / 6 MIL V15 VAPOR 1'-4' BARRIER TIFTO NORz. BARS777 �ROUTEp BOND BEAM .0 � tu VER?. REINP. IN G;ROU?ED L" I � CELL L �� � ; �._ CLEANOUT REQV FOR G;ROU7 LIST a I-> 6 F7. UNLESS -�i _ FOOTING; pUJI.. IS L-EI- T Oc< NOT REQ'D, STEM WALL FOOTINCz yl � CO /IN. ER NORX. RFINPORCINC:� DETAIL VERTICAL WALL INFoRCIN I I� II II ALL LAF5 25" MIN, DOWEL LApfi ED WITH WALL REINP. li► #5 CORNER 5,A GROUTED CELL DETAIL'r 1 TYP. REf3AR LAA � CORNERS CV �c{l �1 1 S CONT, 6, CMU 51DE5, TOP 4 50TT: 1/2" DRYWALL (2) 1X4 P.T. TO BE I'X4' OR 1'X2' P.T. NAILER SECURED W/3/16' X 2 1/2" TAPCON5 4' FROM END - - DOOR CASING AND 16' O.C. NOTE: SHIM AS NEEDED DOOR JAMB TO PLUMB JAMB W/(3) *a SCREW OR ad NAIL (5/a' EMBBEDMENT IN 1'X4' MIN.) NOTE: GAUGE 1X PT 1D WINDOW 1/2" FOR DRYWALL RETURNS a' CMU SIDES, TOP 4 BOTT: "X4' P.T. NAILER (2) 1X4 P.T. TO BE L7!:/2' DRYWALL SECURED W/3/16' X 2 1/2" TAPCONS 4" FROM END CAULK UNDER NAILING PIN ENTIRE AND 16 I O.C. PERIMETER BEFORE NAILING, No LIGHT TO E3E SEEN AROUND WINDOW. IN EVERY FACTORY DRILLED INSTALLATION HOLE, TYPICALLY 3 PER JAMB AND 2 PER HEADER. SECURE WINDOW To BUCK W/ *6X1" PLATED SCREW W INEDC LU ATTACHMENT I *ad GUN NAILS Tv 6 D,C. IN FIELD �Q � U TYP. EXTERIOR SHEATHING ATTACHMENT FOR ROOF SHEATHING NOTE: WHEN GLUED TO ROOF MEMBER 6'-8" v EDGES 4 10'-12" IN FEILD RrmcE55 FOR DOOR � o a'l J G;ARAG;E DOOR FOOTING �f `2-0�,'6 ON CNAIR5 T'*"fIc,4Lr Poo-rINc:; Z 20 YEAR WARANTEE DIA. 0 SHEAR AND UPLIFT (0.513, TO BE STRUCTURAL ROUNDMODIFIED OR T FIBERGLASS SHINGLES GRADE) CONNECTORS FROM PLATE TO STUD TO 110,000 tt� PLATE ARE NOT REGZUIRED EXCEPT AT OPENINGS OVER *15 FELT OVER 7/16' l;✓ 110,000 MINIMUM OF 25. 053 SHEATHING OR 1/2' PLY. u- o 9. ALL FOOTINGS ELEVATION MUST BE 12' BELOW ul U W FINISH GRADE ad AT 4 O.C. 2X4 DIAGONAL 100. FINISH 5LA13 TO BE 8' ABV. FINISH GRAPE BRACING AT 8' O.C. 2X4 AT EACH GABLE -- �_ W/3-16d NAILS 7 VERTICAL > 4'-0' IN ` `�- HEIGHT (NAILED W/ 12d NAILS AT a' O.C. 2X4 5PF STIFFBACK AT ALL UPRIGHTS OVER 4'-10' -r— WOOD TRUSSES to 24" D.C. ENG. GABLE TRUSS CONT. 2X4 LATERAL BRACE STUCCO FIN15H OVER *15 FELT AT a' O.G. OR PER TRU55 OVER 7/16' 0.613—SHEATHING 4S ENGINEER OR 1/2' PLY. TO MATCH EXI5T'G 2xa P.T. PLATE CONC. PILLED LINTEL 2X4 BLOCKING AT 4' O.C. BOTTOM W/ SLK. REINF. WITH (1)"5 ROD 3-16d NAILS AT EACH END 1/2' ANCHOR 15OLT5 Q 1 3' O. C. GABLE ONLY 1/2" DRYWALL CEILING W1 Sd COOLER NAILS AT -1' O.0 SS Joe `d5 G c 10c- -�6se's sk-k` a' CMU s4V. �0�� •�S �� A � NOTE: ,,ac ALL BRACING/BLOCKING SHALL E3E 50, : YELLOW PINE SHEATHING NAILING PATTERN: Sd NAILS AT 4' O.G. AT EDGES TEXTURED FINISH ' ___! G -A 4' LONG, SLAB FIN, GRADE UJ/6x6 10-10 W,W.M. h M II' X- r -- —___ *5 CONT. --- (2) BARS ° / 6 MIL VIS VAPOR 1'-4" BARRIER TIFTO NORz. BARS777 �ROUTEp BOND BEAM .0 � tu VER?. REINP. IN G;ROU?ED L" I � CELL L �� � ; �._ CLEANOUT REQV FOR G;ROU7 LIST a I-> 6 F7. UNLESS -�i _ FOOTING; pUJI.. IS L-EI- T Oc< NOT REQ'D, STEM WALL FOOTINCz yl � CO /IN. ER NORX. RFINPORCINC:� DETAIL VERTICAL WALL INFoRCIN I I� II II ALL LAF5 25" MIN, DOWEL LApfi ED WITH WALL REINP. li► #5 CORNER 5,A GROUTED CELL DETAIL'r 1 TYP. REf3AR LAA � CORNERS CV �c{l �1 1 S CONT, 6, CMU 51DE5, TOP 4 50TT: 1/2" DRYWALL (2) 1X4 P.T. TO BE I'X4' OR 1'X2' P.T. NAILER SECURED W/3/16' X 2 1/2" TAPCON5 4' FROM END - - DOOR CASING AND 16' O.C. NOTE: SHIM AS NEEDED DOOR JAMB TO PLUMB JAMB W/(3) *a SCREW OR ad NAIL (5/a' EMBBEDMENT IN 1'X4' MIN.) NOTE: GAUGE 1X PT 1D WINDOW 1/2" FOR DRYWALL RETURNS a' CMU SIDES, TOP 4 BOTT: "X4' P.T. NAILER (2) 1X4 P.T. TO BE L7!:/2' DRYWALL SECURED W/3/16' X 2 1/2" TAPCONS 4" FROM END CAULK UNDER NAILING PIN ENTIRE AND 16 I O.C. PERIMETER BEFORE NAILING, No LIGHT TO E3E SEEN AROUND WINDOW. IN EVERY FACTORY DRILLED INSTALLATION HOLE, TYPICALLY 3 PER JAMB AND 2 PER HEADER. SECURE WINDOW To BUCK W/ *6X1" PLATED SCREW W INEDC LU ATTACHMENT I *ad GUN NAILS Tv 6 D,C. IN FIELD �Q � U TYP. EXTERIOR SHEATHING ATTACHMENT FOR ROOF SHEATHING NOTE: WHEN GLUED TO ROOF MEMBER 6'-8" v EDGES 4 10'-12" IN FEILD RrmcE55 FOR DOOR � o a'l J G;ARAG;E DOOR FOOTING �f `2-0�,'6 ON CNAIR5 T'*"fIc,4Lr Poo-rINc:; *ad GUN NAILS _ Z TYP. EXTERIOR SHEATHING ATTACHMENT FOR DIA. 0 SHEAR AND UPLIFT (0.513, TO BE STRUCTURAL ROUNDMODIFIED OR T 11/8' GRADE) CONNECTORS FROM PLATE TO STUD TO 110,000 tt� PLATE ARE NOT REGZUIRED EXCEPT AT OPENINGS Q l;✓ *ad GUN NAILS _ HEAD fD 12' O.G. IN FIELD DIA. TEN31L STR 8d ROUNDMODIFIED OR T 11/8' U 110,000 IfOd IL Q Q r 110,000 MINIMUM OF 25. z u- o 9. ALL FOOTINGS ELEVATION MUST BE 12' BELOW ul U W FINISH GRADE IN ACCORDANCE WITH ASTM Ab15, A616, A611, OR A106. 100. FINISH 5LA13 TO BE 8' ABV. FINISH GRAPE TYP. FLOOR DECKING ATTACHMENT TO FLOOR JOIST EA. SHEET TO BE GLUED AT ALL EXPOSED J015T *ad GUN NAILS �w4' O.C, TOP 4 BOTTOM EDGES o O 1 tzo 811 Q w z@ zz �U �U TOP CORD BLOCKING AT 4' O.C. MAX IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NAIL-INS IHECDUL-E AL -L- N(DTES IN REFERENCE ROor-PIAPHRAM TC) 2004 ECDITICDN 00=' EL-C>RI®A USE 'I/16' OSB. OR 1/2' PLY WITH fa GUN NAIL$ AT 4' O.G. AT U i I N SUM*OWEP PANEL EDGES AND "B GLM NAILS AT 6' OC. AT e �' INTEF4 IEPIATE SUPPORT$. ALSO SEE DETAIL. ROGF $HSATHING TO GABLE END FRAM IS USE °$ GUN NAILS o 4' O.G. EXTERIOR SHEATHING S I TE PL -AN /� N N OTE S USE 1/16' 0t35. OR V2' PLY WITH *0 GLM NAILS AT 6' O.C. AT PANEL SIDES AND 40 GLM NAILS 4' O.C. TOP 4 BOTTOM PANEL AND re CAN NAILS AT b' O.C. AT 1) LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM 18' ABOVE INTER'MDIATE SUPPORTS. ALSO SES DETAIL. CROWN OF FRONTAGE ROAD OR AS NOTED ON PLANS. NOTE: GUN NAILS SHALL BE PERMITTED AS AN 2) UNLESS OTHERWISE NOTED, THIS BUILDING IS NOT INTENDED TO BE ACCEPTABLE FASTENER FROM ANY MANUFACTURER CONSTRUCTED WITHIN A FLOOD ZONE REQUIRING A FINISH FLR ELEVATION NAIL R CSU I R1' INTS ABV. 1(025' MEAN SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION OF FINISH F1 -00R gI-AFS WITW PilrNRr') ANn AF•dl Pn Al =i \/Py SIZE HEAD LENGHT DIA. TEN31L STR 8d ROUNDMODIFIED OR T 11/8' .113 110,000 IfOd IL 2115' .128 110,000 I I r- I I 3) LOT PRAINAGE SHALL CONFORM TO ALL LOCAL COpEs, REGULATIONS AND RESTRICTIONS HAVING JURISPIGTIOK ti 4) ALL ON-SITE DRAINAGE SHALL BE DIRECTED BY SWALEB � OR OTHER SYSTEMS TO AN OFF-SITE DRAINAGE FACILITY. 5) LANDSCAPING, IRRIGATION, BEIM" ZING ETC. SHALL CONFORM TO LOCAL O NOTE: NAILS TO 13E MFG. BY MEMBER OF INT. CODES, REGULATIONS AND RESTRIC'�IONS HAVING JURISDICTIONS AND Q STAPLENAIL < TOOL ASSOCIATION AS SELECTED BY BUILDER O b) SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK 15 TO BE co C I II\ 1 /� 1 A 1i �� �+ CAE PES!MITTEP SEPARATELY BY ENGINEERED SHOP DRAWINGS. q O 1214i 1, DESIGN AND LOADING /�� i V ��/ R 1, U M R I N P N C)T E S l� lq :#4 I A. ALLOWABLE UNIT STRESS AND DESIGG CRITERIA: CIO c 1. BUILDING CODE REQUIRMENT5 FOR REINFORCED CONCRETE ACI 318 1) SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40) 2.2004 EDITION OF FLORIDA BUILDING CODE. AS APPROVED BY THE BUILDING (OFFICIAL. 2. SOIL 2) WATER LINES SHALL BE CPVG. L� Lrj A. NET ALLOWABLE SOIL BEARINCz PRESSURE USED IN DESIGN 2000 PSI FOR�-`-' CONTINUOUS WALL FOOTINGS. 3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER Pvc (SCHEDULE 40), INSULATED WITH 1/2' AMAFLEX 3, CONCRETE AND REINFORCING 4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES. A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 315 AND WITH 5) SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE SPECIFICATIONS FOR STRUTURAL CONCRETE BUILDING AGI 3f01. MAXIMUM FLOW OF (3) THREE GALLONS PER MINUTE EACH. B. ALL CONCRETE SHALL DEVOLOP MINIMUM COMPRESSIVE STRENGTH OF 25(OO C. REINFORCING IN 25 BARS SMALL CONFORM TO ASIM A65 A9,19, OR b11, GRADE 40 b) HOSE BIBS TO BE PROVIDED WITH BACKFLOW PREVENTER 4. DESIGN LOADS 1) ELECTRIC WATER NEATER SHALL HAVE A STANDBY LOSS NOT TO A. IN ACCORDANCE WITH FBC CHAPTER Ib: EXCEED 40WATTS PER SQUARE Foal aF TANK SURFACE AREA. r I ROOF LIVE LOADS OF 20 P°vF 8) WIND LOADS ACCORDANCE PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL WITH EpTION FOR 120 MPH REGION BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS. INTERIOR PARTIONS, 5 P8F P£RPENpIC CURRENT TO WALL FAGS � y � 5. LUMBER 9) ALL POOL PLUMBING ANP RELATED EQUIPMENT SHALL C/) � A. ALL STRUCTUAL LUMBER SHALL BE 02 SYP EXCEPT INTERIOR BRC. WALLS OR BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED EXTERIOR WALLS. LUMBER FOR INTERIOR BRG. AND EXTERIOR WALLS TO BE 02 GRADE SEPARATELY, SEE POOL CONTRACTOR'S ENGINEERED SHOP DRAWINGS, OR BETTER SPF (ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE r� OR MASONARY SHALL BE PRESSURE TREATED) PLUMBING CONTRACTOR SHALL PROvIPE TWO COPIES of 'AS -BUILT' v J l) b. TRUSSES RISER DIAGRAMS AND PLAN LOCATIONS To OWNER v .) A. PRE-ENGINEEFMD WOOD T"51E5 SHALL BE DESIGNED IN ACCORDANCE WITH 65CGL10) ALL CLEANOUTS FLUSH WITH GRAPE. C�d CURRENT ETDIT16N, Imo, TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVA41) NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, PRIOR TO FABRICATION. RIDGES. r �, 1. GARAGE DOOR 12) SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO STANDARD A. ENGINEERED FOR 120 MPH MIN. WIND LOAD. PLUMBING CODE CURRENT EDITION. ` o B. DETAIL To BE SUPPLIED BY GARAGE DOOR SUPPLIER Imo, C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER all 13) FIXTURE SUPPLY SIZES SHALL CoNFOF41 TO FLORIDA PLUMBING CODE �`ti CURRENT EDITION. q F UNQATION NC)TES 0 14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. I. FOUNDATION DESIGN BASED ON 2000 P.$.F. MIN. ALLOWABLE BEARING 15) ALL WATER CLOSETS SHALL BE WATER SAVING Ib GALLON FLUSH TYPE 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301 ANDOUN[-)ATION NQTES SHOP DRAWINGS WITH ACI 315. SHOP DRAWINGS $HALL BE 5Uf5MITTED 1. CONCRETE MASONRY UNITS SHALL BE HOLLOW CORE OR SOLID UNITA�S+��� TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONC. POUR MA50NARY IN ACCORDANCE WITH ASTM C90 AND C145 AND SHALL ®� �}� HAVE A NET AREA COMMPRESSIVE STRENGHT of 1900 PSI. 3. CONCRETE 2a DAY STRENGHT SHALL BE 2500 PSI W/ 3/4' MAXIMUM MORTAR AGGREGATE 1, MORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASTM C210. I METAL ACCESSORIES 1. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM To THE 4. ALL 5LA55 SHALL BE MIN. 4' THICK CONCRETE OVER b MIL VAPOR FOLLOWING: BARRIER OVER CLEAN WELL COMPACTED TERMITED TREATED SOIL. A. ASTM A82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS. 5, REINFORCED STEEL. ASTM A615, GRADE 40. VERTICAL REINFORCEMENT B. ASTMA36 FOR PLATE, HEADED AND BENT BAR ANCHORS. SHALL BE "5 DOWEL BARS W/ A 6' HOOK PER DOWEL PLAN LAYOUT. G. ASTM ATE FOR SHEET METAL ANCHORS AND TIES. ALL COR6 CORNERS AND OPENINGS GREATER THAN '. TIE VERT. D&EL5 TO 2 METAL PLLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION SHALL HORIZ. BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25'. BE STAINLESS STEEL OR PIPPED GALVANIZED MEETING THE 6. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL UOOD REQUIREMENTS A90. MASONRY WORK, GENN ASTMERAL: FRAME SHEAR WALL OPENINGS AND SHALL BE 1/2'x5' W/ 2'x2'Xl/a' 1. ALL MORTAR JOINTS FOR HOLLOW MASORY UNITS SHALL EXTEND THE AT 3' O.C. STARTING AT 8' OFF EACH CORNER FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID MASONRY 1. DESIGN LOADS: IN ACCORDANCE WITH F.B.C.., CHAPTER Iro. MASONRY UNITS SHALL BE FULL HEAD AND BED JOINTS. I 2. BED AND HEAD JOINTS SHALL BE 3/8' THICK. ROOF LIVE LOAD: WP5F 3. MASONRY WALLS SHALL BE RUNNING OR STACK BOND CONSTRUCTION. WIND LOADS: IN ACCORDANCE WITH F B.C. SECTION 1205 WHEN MASONARY UNITS ARE LAID STACK BOND, 9 GAGE HORIZONTAL CURRENT EDITION FOR 120 MPH REGION JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT S. FOOTING REINFORCING SHALL. BE 2-'5 RE15AR5 1-5TORY, SHALL BE PLACED IN BED JOINTS At NOT MORE THAN ib' O.C. 3* -5 REBAR 2-5TORY. OUTER BAR MUST BE CONTINUOUS AROUND REINFORCING STEEL, GENERAL: -� IL CORNERS. USE CORNER BARS OR BEND REBAR. LAP A I. REINFORCING STEEL SHALL BE NO.5 BARS, MINIMUM OF 25. z u- o 9. ALL FOOTINGS ELEVATION MUST BE 12' BELOW ul U W FINISH GRADE IN ACCORDANCE WITH ASTM Ab15, A616, A611, OR A106. 100. FINISH 5LA13 TO BE 8' ABV. FINISH GRAPE I I r- I I 3) LOT PRAINAGE SHALL CONFORM TO ALL LOCAL COpEs, REGULATIONS AND RESTRICTIONS HAVING JURISPIGTIOK ti 4) ALL ON-SITE DRAINAGE SHALL BE DIRECTED BY SWALEB � OR OTHER SYSTEMS TO AN OFF-SITE DRAINAGE FACILITY. 5) LANDSCAPING, IRRIGATION, BEIM" ZING ETC. SHALL CONFORM TO LOCAL O NOTE: NAILS TO 13E MFG. BY MEMBER OF INT. CODES, REGULATIONS AND RESTRIC'�IONS HAVING JURISDICTIONS AND Q STAPLENAIL < TOOL ASSOCIATION AS SELECTED BY BUILDER O b) SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK 15 TO BE co C I II\ 1 /� 1 A 1i �� �+ CAE PES!MITTEP SEPARATELY BY ENGINEERED SHOP DRAWINGS. q O 1214i 1, DESIGN AND LOADING /�� i V ��/ R 1, U M R I N P N C)T E S l� lq :#4 I A. ALLOWABLE UNIT STRESS AND DESIGG CRITERIA: CIO c 1. BUILDING CODE REQUIRMENT5 FOR REINFORCED CONCRETE ACI 318 1) SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40) 2.2004 EDITION OF FLORIDA BUILDING CODE. AS APPROVED BY THE BUILDING (OFFICIAL. 2. SOIL 2) WATER LINES SHALL BE CPVG. L� Lrj A. NET ALLOWABLE SOIL BEARINCz PRESSURE USED IN DESIGN 2000 PSI FOR�-`-' CONTINUOUS WALL FOOTINGS. 3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER Pvc (SCHEDULE 40), INSULATED WITH 1/2' AMAFLEX 3, CONCRETE AND REINFORCING 4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES. A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 315 AND WITH 5) SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE SPECIFICATIONS FOR STRUTURAL CONCRETE BUILDING AGI 3f01. MAXIMUM FLOW OF (3) THREE GALLONS PER MINUTE EACH. B. ALL CONCRETE SHALL DEVOLOP MINIMUM COMPRESSIVE STRENGTH OF 25(OO C. REINFORCING IN 25 BARS SMALL CONFORM TO ASIM A65 A9,19, OR b11, GRADE 40 b) HOSE BIBS TO BE PROVIDED WITH BACKFLOW PREVENTER 4. DESIGN LOADS 1) ELECTRIC WATER NEATER SHALL HAVE A STANDBY LOSS NOT TO A. IN ACCORDANCE WITH FBC CHAPTER Ib: EXCEED 40WATTS PER SQUARE Foal aF TANK SURFACE AREA. r I ROOF LIVE LOADS OF 20 P°vF 8) WIND LOADS ACCORDANCE PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL WITH EpTION FOR 120 MPH REGION BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS. INTERIOR PARTIONS, 5 P8F P£RPENpIC CURRENT TO WALL FAGS � y � 5. LUMBER 9) ALL POOL PLUMBING ANP RELATED EQUIPMENT SHALL C/) � A. ALL STRUCTUAL LUMBER SHALL BE 02 SYP EXCEPT INTERIOR BRC. WALLS OR BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED EXTERIOR WALLS. LUMBER FOR INTERIOR BRG. AND EXTERIOR WALLS TO BE 02 GRADE SEPARATELY, SEE POOL CONTRACTOR'S ENGINEERED SHOP DRAWINGS, OR BETTER SPF (ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE r� OR MASONARY SHALL BE PRESSURE TREATED) PLUMBING CONTRACTOR SHALL PROvIPE TWO COPIES of 'AS -BUILT' v J l) b. TRUSSES RISER DIAGRAMS AND PLAN LOCATIONS To OWNER v .) A. PRE-ENGINEEFMD WOOD T"51E5 SHALL BE DESIGNED IN ACCORDANCE WITH 65CGL10) ALL CLEANOUTS FLUSH WITH GRAPE. C�d CURRENT ETDIT16N, Imo, TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVA41) NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, PRIOR TO FABRICATION. RIDGES. r �, 1. GARAGE DOOR 12) SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO STANDARD A. ENGINEERED FOR 120 MPH MIN. WIND LOAD. PLUMBING CODE CURRENT EDITION. ` o B. DETAIL To BE SUPPLIED BY GARAGE DOOR SUPPLIER Imo, C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER all 13) FIXTURE SUPPLY SIZES SHALL CoNFOF41 TO FLORIDA PLUMBING CODE �`ti CURRENT EDITION. q F UNQATION NC)TES 0 14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. I. FOUNDATION DESIGN BASED ON 2000 P.$.F. MIN. ALLOWABLE BEARING 15) ALL WATER CLOSETS SHALL BE WATER SAVING Ib GALLON FLUSH TYPE 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301 ANDOUN[-)ATION NQTES SHOP DRAWINGS WITH ACI 315. SHOP DRAWINGS $HALL BE 5Uf5MITTED 1. CONCRETE MASONRY UNITS SHALL BE HOLLOW CORE OR SOLID UNITA�S+��� TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONC. POUR MA50NARY IN ACCORDANCE WITH ASTM C90 AND C145 AND SHALL ®� �}� HAVE A NET AREA COMMPRESSIVE STRENGHT of 1900 PSI. 3. CONCRETE 2a DAY STRENGHT SHALL BE 2500 PSI W/ 3/4' MAXIMUM MORTAR AGGREGATE 1, MORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASTM C210. I METAL ACCESSORIES 1. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM To THE 4. ALL 5LA55 SHALL BE MIN. 4' THICK CONCRETE OVER b MIL VAPOR FOLLOWING: BARRIER OVER CLEAN WELL COMPACTED TERMITED TREATED SOIL. A. ASTM A82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS. 5, REINFORCED STEEL. ASTM A615, GRADE 40. VERTICAL REINFORCEMENT B. ASTMA36 FOR PLATE, HEADED AND BENT BAR ANCHORS. SHALL BE "5 DOWEL BARS W/ A 6' HOOK PER DOWEL PLAN LAYOUT. G. ASTM ATE FOR SHEET METAL ANCHORS AND TIES. ALL COR6 CORNERS AND OPENINGS GREATER THAN '. TIE VERT. D&EL5 TO 2 METAL PLLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION SHALL HORIZ. BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25'. BE STAINLESS STEEL OR PIPPED GALVANIZED MEETING THE 6. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL UOOD REQUIREMENTS A90. MASONRY WORK, GENN ASTMERAL: FRAME SHEAR WALL OPENINGS AND SHALL BE 1/2'x5' W/ 2'x2'Xl/a' 1. ALL MORTAR JOINTS FOR HOLLOW MASORY UNITS SHALL EXTEND THE AT 3' O.C. STARTING AT 8' OFF EACH CORNER FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID MASONRY 1. DESIGN LOADS: IN ACCORDANCE WITH F.B.C.., CHAPTER Iro. MASONRY UNITS SHALL BE FULL HEAD AND BED JOINTS. I 2. BED AND HEAD JOINTS SHALL BE 3/8' THICK. ROOF LIVE LOAD: WP5F 3. MASONRY WALLS SHALL BE RUNNING OR STACK BOND CONSTRUCTION. WIND LOADS: IN ACCORDANCE WITH F B.C. SECTION 1205 WHEN MASONARY UNITS ARE LAID STACK BOND, 9 GAGE HORIZONTAL CURRENT EDITION FOR 120 MPH REGION JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT S. FOOTING REINFORCING SHALL. BE 2-'5 RE15AR5 1-5TORY, SHALL BE PLACED IN BED JOINTS At NOT MORE THAN ib' O.C. 3* -5 REBAR 2-5TORY. OUTER BAR MUST BE CONTINUOUS AROUND REINFORCING STEEL, GENERAL: CORNERS. USE CORNER BARS OR BEND REBAR. LAP A I. REINFORCING STEEL SHALL BE NO.5 BARS, MINIMUM OF 25. 2. WHEN 2 BARS ARE IN THE SAME CELL THEY MAY BE BUNPLEp. 9. ALL FOOTINGS ELEVATION MUST BE 12' BELOW 3. SPLICE LENGTHS SHALL BE A MINIMUM OF 25'. 4. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIE FINISH GRADE IN ACCORDANCE WITH ASTM Ab15, A616, A611, OR A106. 100. FINISH 5LA13 TO BE 8' ABV. FINISH GRAPE a