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HomeMy WebLinkAbout134 Kaywood Dr 18-4555 Demo porch, add new roomCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 Documentetl Construction Value: $ 77,845.00 Job Address: 134 Kay -wood Drive, Sanford, FL 32771 Historic District: Yes ❑ No 0 Parcel ID: 32-t9-30-SGS-0000-0840 Residential X❑ Commercial ❑ Type of Work: New ❑ AdditionEl Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: Demo existing screen porch and build new conditioned addition. Plan Review Contact Person: Kyle Nichols Title: Project Manager Phone: 407,322,3103 Fax: 407.322.1205 Email: kyle cashoemakerconstruction.net Property Owner Information Name David & Ann Bryant Phone: Street: 134 Kaywood Drive Resident of property? : Yes City, State Zip: Sanford, FL 32771 Contractor Information Name Shoemaker Construction Company, Inc. Street: 2525 Old Lake Mary Road City, State Zip: Sanford, FL 32773 Name: William F. Stuhrke, PhD, P.E. Phone: 407,322.3103 Fax: 407.322.1205 State License No.: CGC1510423 Architect/Engineer Information Phone: 407.920,3119 Street: 12215 Rebecca's Run Dr. Fax: City, St, Zip: Winter Garden, FL 34787 Bonding Company: N/A - Address: E-mail: wstuhrke@cfl.rr.com Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING 'TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT !MUST 13E RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is Hereby made to obtain a permit to do the work and installations as indicated. I certily that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards orall laws rogulating 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. FBC 10:+.3 Shall be inscribed with the date of application and the code in effect as of that (lute: 5"' Edition (201=4) Florida Building Code ' Revised: June 30, 2015 Permit Application ------_--. _ _ 1 -- , _ ASPHALT SHINGLES INSTALLED PER MFGR'S INSTRUCTIONS OVER 30# FELT OVER 15/32" 4 PLY CDX PLYWOOD ENGINEERED WOOD TRUSS @ 24" O.C. R-30 INSULATION ��- W/ EAVE BAFFLE j REFER TO TRUSS SHEET LAYOUT S-3 " POUR BOND BEAM-' l ZS�SZSt-S�S1S SOLID W/ (1) #5 CONT.�_ / St.S U `S 1/2" NO SAG GYP. BOARD W/ ' "KNOCK DOWN" TEXTURED _ FINISH. 1x P.T. NAILER v� OVERHANG, FASCIA AND SOFFIT TO MATCH EXISTING -CURTAIN NAILER lx8 P.T. @ WINDOWS REFER TO LINTEL PLAN FOR LINTEL SIZE @ ALL OPEN'G LOCATIONS WINDOW SIZE VARIES. REFER TO FLOOR PLAN FOR SIZE & LOCATION. MARBLE STOOL PRECAST CONC. Ix P.T. NAILER SILL (FLUSH) 1/2" GYP. BOARD W/ "ORANGE PEEL" TEXTURED 8" CMU WALL - -'{ ' FINISH. - R-4.2 FOIL INSUL ON TEXTURED EXT BLOCK WALLS CEMENTITIOUS - = 1x P.T. FURRING. FINISH = _ 1 x 4 P.T. BASE NAILER REFER TO SHEET S-1 FOR ADDITIONAL INFO. - - CONC. SLAB REFER TO SHEET - S-1 FOR ADDITIONAL INFO. 0'-0" FIN_. FLR. '\. -\Jn- VeY 4JIO 4Ji..L Ye i. e_1J e• ASSUMED GRADE — - lhrrr �- CUT BACK EXIST. SLAB AS NEEDED FOR NEW.SLAB. FIN. FLR. SHADED AREA NOT INCLUDED IN THIS SCOPE OF WORK U.N.O. NORTH ELEVATION SCALE: 1/4" = 1'-0" TEXTURED CEMENTITIOUS FINISH OVER MTL. LATH OVER BUILDING WRAP OVER APA RATED STRUCTURAL SHEATHING 7/16" O.S.B PLYWOOD NAIL PER SCHEDULE . TEXTURED CEMENTITIOUS FINISH OVER CMU NLn O�Ln O 00 m OO � N N O��M m 0 O � O O n: c u x o LL- > j� LaAe" V . '. S � x.l , 7Ah - M CD , rrMr Ln n j w u.i aH}i1YwJ MI. zz Ln 7 " urr. A W 9 m Lli CD CL T i00 sN C�- ce J NLu ulU-M t0 cv (n p IV � w LL m p E �O w ru � Ln REVISIONS a l , F I 1 f Z O � � �-- M ^H p ® U- Qp , I-- 0 Q O ooc�`t Lu WEST ELEVATION o SCALE: 1/4" = V-0" SHEET NUMBER 02 PLOT DATE: October 23, 2018 i ELEVATIONS ELECTRICAL LEGEND ® SMOKE DETECTOR. SINGLE POLE SWITCH $2 DOUBLE POLE SWITCH SD/CM - DETECTOR COMBOOUNITIDE 13 THREE-WAY SWITCH SWITCH FLUORESCENT LIGHTING $4 FOUR-WAY $DM DIMMER SWITCH TRACK LIGHTING CEILING FIXTURE , SCOUNCE ( WALL MOUNTED) o CEILING FAN FIXTURE 110 VOLT DUPLEX OUTLET 110.VOLT SPLIT SWITCHED OUTLET . co : . POOR BELL CHIMES. (� GROUND FAULT INTERRUPT U . WP WATER PROOF W/ GROUND FAULT DOOR BELL 220 VOLT OUTLET D0 DISPOSAL ® SPECIAL SERVICES OUTLET LE] DISCONNECT SWITCH . TV T.V. CABLE OUTLET SP ❑ PREWIRE SPEAKER ® TELEPHONE CABLE OUTLET J JUNCTION BOX �R RECESSED LIGHTING 'I WP WATER PROOF Q THERMOSTAT RECESSED LIGHTING 0 LOW VOLTAGE LIGHTING BATH FAN I C INTERCOM SYSTEM BATH FAN W/ LIGHT] GARAGE DOOR PUSH BUTTON NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 46" AFF EXTERIOR WATERPROOF 16" AFF BATHROOM 46" AFF GARAGE GENERAL PURPOSE46" AFF LAUNDRY ROOM 46" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 46" CENTERLINE ABOVE FINISHED FLOOR. 4. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE 2014 NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 6. SMOKE/CARBON MONOXIDE DETECTORS SHALL BE IN ACCORDANCE WITH THE 6TH EDITION 2017 FBCR R314 & R315. 6. PROVIDE ARC FAULT & CHILD PROOF RECEPTACLES PER NEC 2014 T-� N CD (D I1')N�N 0T0 fu N N fYl LL O 0 X (Cpp 0 U- (n ' 2 h70 a= P, r F �f x . Ln } !.'�K7 7r�'fi z �-- �` pw Lu Iti W C) .w. 0.. Ln T__i L 0�0 � rj N C.2 J T QJ LLl u_ M s cU V v N .:3 w LL a- � � p w N C do ^} 4T T-I REVISIONS I W Z > '--� O� '—' N 0 QJ 0 0 Q 0 Z � �-- Z DC �- Q m M Cn Q z W r-, a SHEET NUMBER I I 04 PLOT DATE: October 26, 2018 ELECTRICAL PLAN f h Ln Lt7N�N CO M M T•-j � ICU N N #5 REBAR SEE _ _ p p m FOUNDATION PLAN - FOR LOCATIONS 0 -p d' - _ 0 U x - - ' p u- 4" CONC. SLAB SEE TYP. - SEC FIN. FLOOR 00 CL W J" I� ASSUMED GRADE I _ #5 CONT REINF. 1/8' SAWCUT x 1 4 .. ° r ao w cn , y SEE FND, FOR SLAB THICKNESS' T o ' w 1 a, cv QUANTITY z � )^° -) � ° ; � Q WHERE SHOWN ON FOUNDATION PLAN ` r I tit I, 0. I r'• 5 30 30 �, b , N III r; _ flrrfllrrI llrr LI.A 4 ,�.1.1_ Ill .�1 CORNER ONE II C AR - I•� T'FrTTFI-I r Lf'1 rt r w 2 #5 CONT, k 2 #5 CONT. O O w ) FOR EA. HORIZ. � i>, CJ I - 1 16" - w ,. REBAR, TYP. U•N.O.�' w = w v / w n 1 "' w 16 UQ (2) #5 BENT BARS W/ ,,.; J • 4 V 11 , . ., . . •. . ls— to MIN. MIN.25 LAP SPLICE (2) #5 CONT. fir. g} 2 4 5CONTROLIOINT EXTERIOR MONO FfG. TYP. STEP FfG, DETAIL TYP..CORNER BAR DETAIL TYR S_ 1 SCALE: 3/4" = 1'-011 S- �- SCALE: 3/4" = 1'-0" 5-1 SCALE: 1/2" V-0" S-1 SCALE: 1 V-0" m 6 . _ LLJ O . a-m L1. N Q THIS DETAIL IS TO DEPICT DOOR SILL ONLY i d c1) M SEE DETAIL 1 OR 2 FOR CONT. FOOTING DETAILS ru U C C I -p aJ N . � v m .� w LL. LL. OC VI O - - H ^ - `�-- C7 -LJ W fu ,aj N N EXTEND SLAB 23'-4" �5' 4il 15'-011 w 1-1/2" BEYOND 1_ 5 n 1_ 3 it n 1— 3 u n g u n 1— a I_ I BLOCK FACE 1 9 /a 3 9 /a 8 3 9 /a 8 3'-93/a" 8" 3'-9 /4 8 3, 93/4 CONIC. C. SLAB m 4" CONC. SLAB ^ FIN. FLOOR_ - M , fIN. FLOOR � =� ® ® ®® ®® ® 19 REVISIONS GO _ • — -- r_^---------------------'-------'---__ ---- " — I I r1 Ilt L ��IljhIhIFIIIfrIrIl1jt1I . 17-1 7-- _ (1) #5 CONT. ao i � $11 _ r, I ® I MATCH TO EXIST• , W7- ��TT ffII ((I I rFIN. FLR. ELEV. �LL l!l IJI. I�l ��� fll rrr d i I m ' M I , m M T-1 INDICATES FILLED CELL W/3000 b PSI CONC. FROM FTR. TO BEAM W/ 1#5 REBAR TYPICAL. 1/2" EXPANSION ' JOINT BTWN NEW w � & EXISTING � \ SLAB XISTI � _ 00 ILL S DOOR EXTERIOR ® � 10 S" THICKENED EDGE I , S SCALE: 3/4 1 0 �.\ �'�, S 1 SCALE: 3/4 = 1-0 i - .\ � � \ \ SHADED AREA NOT INCLUDED IN THIS SCOPE \ W �\,'• \� \'::, � OF WORK U.N.O. \ � - LL O. Q z 1k 1 F°-\ A F-t-% 1 1 1t 1 F'\ A TT r% 1► 1 M I A R 1 it LOTT'S CONCRETE - 8 INCH LINTEL GRAVITY SAFE WORKING LOADS (PLF) LENGTH k TYPE 8/6-PLAIN 8/6-1 U/0L 8/8-1 U/0L 8/14 -1 U/OL 8/16 -1 U/0L 8/20 -1 U/0L 8/24 -1 U/0L 8/28 =1 U/OL 8/32 -1 U/OL 8/8-PLAIN 8/6-1 U/1 L 8/8-1 U/1 L 8/14 -1 U/l L 8/16 -1 U/1 B 8/20 -1 Ulf L 8/24 -1 U/1 L 8/28 -1 U/1 L 8/32 =1 U/1 L ;I 21 -10 PRECAST 1930 1315 1950 7510 :. 8730 10000 10000 10000 16000 2829 3257 6099 10000 - 10000 10000 .10000 10000 10000 3'-6" PRECAST 1189 801 1190 .4631 .5385 - 6890 .8350. 9902 10000 1746 2184 3712 10000 10000 .•10000 10000 10000 10000. 4 -0 PRECAST 879 586 873 3429 3987 5102 6184 7334 8348 1293 1749 2866 7729 8859 10000 10000 10000 10000: 4'-611 PRECAST 674 444 _ 662 2632 3061 3918 4750 5633 6412 993 1456 2330 5963 6835 7862 9587 10000 10000 4'-811 PRECAST - 620 406. 607 2422 2817 3606 4371 5185 . 5901 914 1359 2163 5497 6301 7246 8837 10000. 10000 11 51 -4 ' PRECAST 748 926 1465 .3566 3482 4472 5425 64.14 7404 1063 1136 171 Q 1 4310 5809 .8882 9082 10000 10000 5'-10" PRECAST 659 757 1201 2929 2857 3670 4452 5265 - .6077 .927 1002 1547 3589 4721 7315 7474 8816 10000 6'-4" PRECAST 5$8 895 1371 3070 3971 5863 5807 6866 : 7925 822 895 1371. 3070 3971 6298 10287 10000 10000 6'-611 PRECAST 568 863 1319 2925 3766 . 5536 .5482 6482 m7482 .791 863 .1319 2925 .3766 5896 9424. 10000 10000 6-8" PRECAST 548 834 1271 2793- 3581 5235 5182 6128 7073 762 834: 1271 2793 .3581 5542 8693. 10000, 10000 7'-611 PRECAST 469 713 1078 2284 2882 4060 4013 4745 5478 646 713 1078 2284 2882 4275 6 8 2 8 8615 7857 , 7'-811 PRECAST 455 .693 1046 2201 2770 - 3868 3821 4518 5216 627 693 1046 2201 2770 .4082 5948, 8211 7486 8'4' PRECAST 431 656 987 2056 2575 3529 3484 4120 4757 591 .656 987 .2056 2575 3752. 5380 7502 6835 - 8'4 PRECAST 409 620 926 1927 2405 : 3232 3188 . 3770 ' 4353 560 .622 934 1927 2405 .3469 4908 6878 6264 91_ 4 PRECAST 353 480 719 1618 1905 2522 2481 2935 3389 ;. 481 537: 803 1618 2000 2818 3868 5257 4899 10'-6" PRECAST 303 366 550 1282 1466.. 1943 1904 2253 2602 411 462. 687 1357 1664 2302 3087. 4071 .3784 1.1'-4" PRECAST. 275 420 6 2 2 1215 _1484 2033 6 2694 . 3501 4506 372 .420 622 1215 1484 .2033. 2694 3501 4506 12'70 PRECAST' 256 '. 390 578 1119 . 1363 18.55 2439 '3140 ; 3996 .: 346 390 578,: 1119 1363 1855 2439 3140 3996 12'-6" PRECAST - 243 371 548. 1056 1285 1740 2277. _ 2914 .3681 328 371 548 1056 1285 1740 2277 2914 3681 13'-411 PRECAST 224 320 494 965 .1171 1576, 2047 2598 3250: 302 342 504 965 1171 1576 .2047 .2598 3250 14'-011 PRECAST 210 285 441 901. 1091 1463 1891 2387 2966 283 312 473 _ 901 1091 1463 1891 .2387 2966 14-8" PRESTRESSED N.R N.R 479 N. 1079 1429 .1824 2277 2801 479 1079 1429 .1824 2277. 2801 15'-4 PRESTRESSED N.R N.R 438 N.R .1014 1340 1703 2118 2593 438 . 1014 1340 1703 2118 2593 17'-4" PRESTRESSED N.R N.R 328 N. 856 1121 . 1413 _ 1739 2106 328 856: 1121 1413 1739 .2106 19'-4" PRESTRESSED N.R N.R 272 N.R 736 959 1200 1467 1762 272 736 959 1200 1467 1762 20'-0" PRESTRESSED N.R N.R 250 N. 702 913 1141 1392 1669 250 702 913 1141 1392 1669 21'-4" PRESTRESSED N.R N.R : 212 N. 643 833. 1038 1261 1506 .212 643 833_ 1038 1261 1506 22'-0`: PRESTRESSED N.R N.R 196 N. 616 797 992 1203 1435 196 616 797 992 .1203 1435 24'-0" PRESTRESSED N.R. N.R 154 N.R,534 704 872 1054 . 1252 154546 704 872 1 1054 1 1252 TOTAL LENGTH OF LINTEL N.R - NOT RECOMMENDED Caninuous�unlinucus - .�; °• Conaelo Rtasonry •�� �' Conuele Masa,ry LOTT'S CONCRETE - LINTEL SCHEDULE LINTEL NO, CLEAR SPAN TYPE DESIGNATION L-1 2'-811 PRECAST 8/16-1 U-1L L-2 3'-411 PRECAST 8/16-1 U/1 L L-3 4'-611 PRECAST 8/16-1 U/1 L L-4 6'-211 PRECAST 8/16-1 U/1 L L-5 8'-011 PRECAST 8/16-1 U/1 L L-6 10'-011 PRECAST 8/16-1 U/1 L L-7 12'-0" PRECAST 8/16-1 U/1 L L-8 13'-411 PRECAST 8/16-1U/1L L-9 16'-011 PRESTRESSED 8/16-1 U/1 L L=10 18'-01, PRESTRESSED 8/16-1 U/1 L L-11 20'-0". PRESTRESSED 8/16-1 U/l L L-12 22'-8" PRESTRESSED - 8/16-1 U/1.L t J Ln -iZti CD0 ICI TT II l� I r-r�r- I ICI LO CO N N SEE PLAN FOR NON-SHEAf�WALL SEGMENT 00 N BOND BEAM SPECS X rr 0 0 o� LL n TYPICAL SHEARWALL SEGMENT CD ALL SHEARWALL SEGMENTS ®� ._. CONSIST OF A FILLED a. V X CELL EACH END WITHOUT C - L� AN OPENING BETWEEN. I FILLED CELL: CONC. SLAB REFER FILL BLK..CELLS W/ 3000 P.S.I. F *nCb. ` r TO FOUNDATION GROUT ON #5 @ LOCATIONS ' PLAN FOR SPECS. SHOWN ON FOUNDATION PLAN s'x! 25" MIN. LAP. Ln Ln icsft 1 w v i TYR SHEARWALL • rl. w SECTION s }� U z z x� S'Z SCALE: N.T.S. N F 1 t. I SEE PLAN FOR < +'d,1 ,. _ _ �„L��/III -BOND BEAM SPECS w ,rv� •�;:w�• �1 r . i I �1 m STD. 90 DEGREE ANGLE 1 #5 BAR MIN. LAP 25"•�- INDICATES FILLED CELL CL Ln IN FROM FTG. TO BEAM WITH '� 0 1 #5 BAR MIN. LAP 25" N C d' (� Q1 INTERIOR BEARING WALL a INTERIOR SHEARWALL u C C) EXTERIOR FRAME WALL .p V N N ul 0 8x8x16 CMU 0 . z �`+-Lr1'-d 0 T_ I ) 2X4P.T.W/ Lu �N- (3) 1/2" X 8" "I's BOLTS OR �4-J � u�(3) 1/2 X 6 EXPANSION ANCHORS OR u (8) 3.1/2" RAMSET "HILTI" NAILS OR G (6) 3" X 1/4" TAPCONS REVISIONS ��•, 3,000 psl Grout „•s„ 3,000 psI GIaU _ - In ems d• rop ems - - ?: .}n ' A*Ca'11-us - 115 Canllnuous . 4 4 e =k' Bonomea,s d. Bolton, Ban ;�° • O 4- LOTT'S.CONCRETE - 8 INCH LINTEL SAFE WORKING LOADS (PLF) UPLIFT LATERAL LENGTH " TYPE 8/6 - 1 U 8/8-1 U 8114-1 U 8/16-1 U 8/20 - 1 U 8/24 - 1 U 8/28-1 U. 8/32 -,1 U 8/8 PLAIN 8/8 SOLID 8/6 -2U 8/8 - 2U 8/14-2U 8/16 - 2U 8120 - 2U ' ,8/24 - 2U 8/28-2U 8/32 - 2U 2'-1011 PRECAST . 2098 3487 10000 10000 10000 10000 10000 10000 2010 2010 2098 3487 10000 10000 10000 10000 10000 10000 3'-6" PRECAST 1457 2220 6360 7428 9578... . 9578 .9578 9578 1250 1250 .1457 2220 10000 10000 10000 10000 10000 10000 4'-0" PRECAST 1190 1753 4771 5572 7184 7184 7184, 7184 933 933 1190 1753 7990 10000 10000 10000 10000 10000 - 4'-6" PRECAST 1008 1452 3719 4343 5598 _ .6849 6849 6849 722 722 1008 1452 5815 8143 10000 10000 10000 10000 4'-8" PRECAST 959 1373 3442 ' 4019 5180 6337 6337 6337 667 667 959 1373 5325 7316 9827 10000 10000 .10000 51- ll PRECAST 807 1135 2619 3057. 3939 . 4819 5698 5698 795 795 807 1135 4021 5259 7441 9169 10000 10000 51- 10 PRECAST 722 1005 2183 2548 3282 4014 4746 5480 657 657 722 1005 3398 4344 6175 7609 9043 1000 6'-4" PRECAST 654 903 1849 2160 2782 3401 4021 4643 858 1148 - 654 903 2946 3706. 5213 6423 7633 8846 6'-611 PRECAST 634 873 1755 2049 2639 3226 3814 4404 828 1086 634 873 2819 3531 4938 6083 7229 8378 _11 6 8. PRECAST 615. 846 1667 1947 2507 3065 3623 4183 799 , 1029 - 615 846 2703 3372 4685 5771 6858 7948 1 7'-6' PRECAST .538 733 1 327 15 8 . 4 1993 2436 2879 3323 . 683 804 538 733 2255 -2769 3695 4552 5408 6266 7 8 PRECAST 525 714 1271 1483 1908 2333 .2757 3182 663 767 525 .714 2182 2672 3533 4351 5170 5990 8 -0 PRECAST, , 501 680 1173 1368 1760 2151 2542 2934 628:. 703 501 680 2053 2494 3248. 4000 4752 5506 8'-4" PRECAST 479 649 _ 1086 1267 1630 1992 2354 2717 597 646 479 649 1939 2302 2998 3692 4385 5081 9 PRECAST 394 572. 880 1027 1320 1612 1904 '2197 510 510 425 572 1568 1844 .2400 2955 3509 4065 1 11 10 -6 PRECAST 319 473 712 830 1066 1301 1537 .1773 400 400 376. 504 1251 1470 1912 2353 2794 3235 11'-411 PRECAST 349 466 624 727 933 1138 1344 1550 409 475 349- 466 1084 1274 1656 2037 2418 .,2800 1.2 -011 PRECAST' 330 440 566 659 846 1032 1217 1404. 383 422 330 440 975 1146 1488 1830 2172 2515 12'-6"317 PRECAST 422 963. 1136 1310 365 388 317 422 905 0 381 163 697 2014 2332: 13'-4" PRECAST 290 396 477. 555 711 866 1022 1178 339 340 9 2 8 39 6 806 946 1229 1510 1791 -_ 2073 14'-0" PRECAST 267 378 441 513 657 801 944 1088 308 308 285 378 739 867 1125 1383 .1640 1898 14-8" PRESTRESSED N. R 268 N • R 477 611 744 877 1011 N. R 472 403 799 1036 1273 1509 1747. 15'-4 PRESTRESSED N.R 250 N. 446 571 695 820 944 N.R 432 374 741 960 1179 1398 1617 17'-4" PRESTRESSED N.R 208 N. 374 478 581 685 788 N•R 336 , 304 603 781 501 1135 1312 1.9'-4" PRESTRESSED N.R 234 N. 323 412 501 590 679 N.R 288 306 507 655 803 950 1098 20'-0" PRESTRESSED N. 222 N. 310. 395 480 565 650 N.R 269 290 481 621 761 901 .1041 - I 21 4 PRESTRESSED N. R 202 N. R 287 365 443 521 599 N. R 236 262 437 563 690 816 .943 22'-0" PRESTRESSED N. R 193 N. R 276 _--352 427 _502 578 N. R 221 249 417 538 659 779 900 24'-0" PRESTRESSED N.R 172`. N. 251 319 387 455 523 N.R 186 219 369 475 581 1 687 793 TOTAL LENGTH OF LINTEL N.R -NOT RECOMMENDED FRAM E BEARING WALL I U z MASONRY CONNECTION S-2 I� SCALE: N.T.S. a, <• :d 7/10't'lestressed - - .0-4 _ SuullU �--'g ; ,• General Notes: . 7/32•Steal 7/J2'9ael - o a. a °' Reinforcement 8i16-1u11L a/ta=tuns - 4' d. a: Codes * _ �' . Rebar Placed in Precast - ASTM A615 Gr 60 Precast Prestressed ', • , •� Q'•.na 2014 Florida Building Code -Building " Rebar Placed in Field -ASTM A615 Gr �10 d - o•• - < •' " ASCE 7 - 10 " Prestressed Strand - ASTM A416 Gr 270 0'4. - - d• ', a d• '. * AC1318-11 - 4 .. :e - d . a ACi 530 - 11 Masonry o °' - - _ - a..', ° - a•.`. ° " Concrete Masonry Units per ASTM C90- 1900 psi a - - a • - 4 e .'. • 4 Concrete * Mortar per ASTM C270 Type M or S - . d ' - _ a d < . Precast Lintels - 4,000 psi - - - Prestessed Lintels : 6,000 psi SEE PLAN FOR BOND Lintels BEAM SPECS 10" " Grout per ASTM 0476 - 3,000 psi Safe Loads Based on a Minimum Bearing of 4" HOOK HURRICANE SPLICES 2511 STD+ 90 HOOK ANCHORS MIN. LAP ' . a (TYP.) 8/8-PLAIN 8/8-1 U/1 L 8/16-1 U/1 L 8/20-1 U/1 L 8/24-1 U/1 L 8/28=1 U/1 L 8/32-1 U/1 L ` I' ` -•' • ` - _ SEE PLAN FOR TIE Q BEAM SPECS H C _ ,� M NOTES: 1. STAGGER END JO 2. TYP. H CLIP, EA., 3. TYP. LOOKOUTS C 4. TYP. MIN. PLYWOC ROOF-NAILIN NAILING ZON ZONE 1 : 8d RING SF � O L N ,--I N WHEN A SINGLE PLY 1 1/2" MEMBER IS SECURED, 00 ' ,.>2 ..4 F (DIAGRAM A), THE CONNECTOR ANCHORS MUST '-I U, i BE POSITIONED DIAGONALLY FROM EACH OTHER. „ X ,r- (Yi m THE MINIMUM EMBEDMENT INTO CONCRETE SHALL 6 20 -0 MAX 20 -0 MAX p O -----------J .' BE 4" WITH A MINIMUM EDGE DISTANCE OF 2 S-5 "X" BRACE SEE N t CONTINUOUS BOTTOM CHORD LL p WE RECOGNIZE THAT OCCASIONALLY INDIVIDUAL DETAIL 3/S-5 BRACING 2 X 4 IN. SEE DETAIL 4/S-5 CD CD --" ------ i FIELD CONDITIONS ARE NOT ALWAYS OPTIMUM. WE VIF © 0` ACCEPT AN INSTALLATION TOLERANCE OF UP TO 1 1/2" C1 ® aJ �(� (�� 0 4 T. OFFSET DISTANCE FROM THE RAFTER/TRUSS (DIAGRAM C). - - - - w V I ADDITIONAL BLOCKING IS REQUIRED TO UTILIZE THE E n C p j 3 PUBLISHED WIND UPLIFT CAPACITIES. G.C. TO PROVIDE BLOCKINGi— g `_:_ -:- _, ` (1) © T. ---- SECTION A - A DIAGRAM C TO COMPLY WITH APA OFFSET RECOMENDATIONS FOR SPAN - 4 0 _ T_ t yea? �i fit' DISTANCE RATING OF 7/16" OSB: - - - - - _ �__1---- BLOCKING FULL * =., HEIGHT OF STRAP. A 1 " *ALTERNATE SPAN RATED o U-- p TRUSS/ ANCH R A - ___--- � .YJ :_ _ �` 32/16 PLYWOOD MAY BE USED - "" �� �__ _ l� + T MING MEMBER RAFTER f � f�, .-� .._-_`• ..,PEEN EA. FRAMING MEMBER r=�. -BLOCKING� & 24" O.C. -EDGE ❑ - - - - - — ( 4 ` l 16d = 3 1 /2 DISTANC TRUSS/ Z I p � X4 SCAB NAILED yRAFTER FLAT TOP CHORD e _ BLOCK = 1 1/2" w — — — — -- — — — � _��,; ; il 2° PENETRATION _ — — — o OF TRUSS W/ 10d \ r xr D LE: IN TRUSS _ — — — — V NAILS @ 6" O.C. APPROX. LOCATION OF - ANCHORS INTO TIE BEAMCD IT IS ACCEPTABLE TO UTILIZE MULTIPLE TRUSS — — — `t � �- _, �, 7 � L PRE ENG. TRUSS _ y - � is ? I 0) * i @ 6 O.C. (ON EDGES &FIELD) CONNECTORS TO MATCH RAFTER/TRUSSES TO XX, �1- ;, ff.1. , u __,_LL „ o dti @24"O.C.@HIP -- '. - �a�-•^e� cal:h„r,: �� IJUwrv-uw rA _.... 1) SEE TRUSS MANUFACTURERS TRH"S T ENGINEERING 0 & O NSTALL BLKG AT TRUSS W es 1 1/2" P B TTOM CHORD IE X-BRACING 2x4 SPF OR SYP CUT.SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ FOR NAILING THAT MAY BE REQUIRED w/ 2-16d @ EACH TRUSS WEB i. ? ANCHO 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES W a _ CONCRETE N BEAM RAFTER . TIES INSTALLED DIAGONALLY 4 ACROSS FROM EACH OTHER t \ PLAN VIEWS 1 I REQUIRED MIN. PERMANENT TRUSS BRACING PLAN 2 CROSS BRACING DETAIL(TYP)-. S�. ROOF DIAPHRAGM NAILING SCHEDULE TYPICAL TRUSS ANCHOR Q NO SCALE NO SCALE AS PER HIB 91 SCALE: N.T.S. _ SCALE: N.T.S. LLJ TYPICAL S-g S 4 CD a, Ln 0 a PROVIDE 2X4 MIN. BLOCKING AT ROOF SHEATHING LU I L �OF HIP, TYP.BETWEEN TRUSSES SEE ` f o I / (2) 12D NAILS EACH END TO PLAN X �- V C p - TRUSS TOP CHORD ru _ v N TYP. iz 2X4 BLOCKING. w LL. C) TRUSS BETWEEN TRUSS CK , 2 -S.P.F. #2 GRADE TOP PLATE � � Q � � PRE -EN OVERLAP TRUSS BRACIN B SPLICE MIN 48" APART •E N B TW ES WOOD TRUSSES AT LEAST ONE TRUSS 6 OVERLAP ir- =ii = =n u = _ _ = ur= = = u= n =u INSTALL 2x6 BLOCKING @ _ N NOTE SECT. A -A SPACE F EACH PLYWOOD JOINT II I II II��� I' '•' II II II \ A T-H MINIMUM 2"x4" II II II III �I II II II \ CROSS BRACING II 0 II II III C III II II II U NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL A Z) (SEE PLAN FOR OPENING © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL ADD 2X4 ALONGSIDE LOCATIONS) II II II III c III II II II ©NAIL OPENING PERIMETER @ 3 O.C. W/80 COMM. TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD II II II II 11 e11 NAIL INT. AT 6" O.C. W/8d COMM. G.T.REVISIONS C TCT C SPAN FROM EXCEEDING REVISIONS _(3) 12d III - -,, III II II II © STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMM. MAX 24"SPAN (EITHER PER JOINT II II II II III I II III II II II O NO PLYWOOD SPLICE @ HEADER - NAIL PLYWOOD TO SIDE OR BOTH IF REQ'D) �� �� - _ HEADER W/8d @ 4 O.C.. OPENINGS OVER 6'-0" USE ' FLOOR SYSTEM III I II III II II II SIMPSON OR (USP) LSTA 30 W/22 - 10d @ EA. END OF HEADER MINIMUM (2) 16d PER JOINT MINIMUM 2"x4 SPF OR, - - - - "-.- �' °- AL TO JACK & STUD JACK * SPACED AT 15'-0" MAX SYP TRUSS BRACING {A 2x6 P.T. BASE PLATE TRUSSES. \ HIT -CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. (2)12D NAILS i AT 12" O.C. MAX TRUSS BRACING 3 CROSS BRACING DETAIL TYP. 4 OVERLA,P DETAIL (TYP. 5 TYPICAL WALL SHEATHING INSTALLATION r6 HIP BLOCKING DETAIL Ce^ SCALE: N.T.S. �-4 SCALE: N.T.S. S-'q NAILING SCHEDULE N.T.S.J. _L� SCALE:3/4"=V-0" SEE STRUCTURAL NOTES AND NAILING SCHEDULE 2x8 SYP BRACE NAILED ' DROP GABLE TRUSS FOR SHEATHING DETAILS TO EACH SIDE OF GABLE ' I TRUSS CHORDS 3' 4" IN _ & LOOKOUT RAFTERS 2X4 SPF BLOCKING @ USING 10d NAILS @ 4" O.0 IF O.H. IS GREATER THAN 12" TRUSS CHORD PANEL EDGES - NAIL I - W SHEATHING @ 4" O.C. T (GABLE END) STAGGERED w/ 8d � Z ® .A r 1 ; . 2x4 SPF CROSS -BRACE @ 48" O.C. -NAIL w/3- STRUCT. SHEATHING 2x6 SYP 10d AT EACH END & AT i '' 7/16" MIN. THK. - SIMPSON H8 w/ o. NAIL w/8d COM. @ 10-10d x 1 1/2`' CROSSING AT 45 •ANGLE --, 3" O.C. EDGES & 6" \ �. O.C. FIELD O L TRUSSES. 2x8 SYP CONTINUOUS 2X4 SPF SPANNING (4) TRUSS Q O CHORD BRACE—,... BAYS (8 FT) NAILED 1'0 -- 2x4 BLKING @ 4 O.C. ❑ (2) LSTA18 w/12d & 2-12d TO CHORD ?-GABLE TRUSS Z CONTINUOUS w/5-1Ud x 1 1/2" TO ,;. \` i. 2x6/2x4 SYP STRONGBACK & 8-10d ; , Q LL LL., STRONG-BAC x 1 1/2" TO "T" BRACE EACH , I 8 2X4 SPF BLOCKING S-3 BETWEEN TRUSSES @ 48 O.C. MAXSEE DETAIL .. . TOENAIL EA. 2x8 NAIL GABLE TRUSS. LEG TO PLATE w/ TO PLATE w/16d @ uj 3-10d & SIMPSON . 4:: O.C. z 2x4 "T" BRACE ' HGA10 w/(8) 1/4" (2x4 SPF) x 1 1/2" SDS OR 1/2" x 8" A.B. ,� < .MIN: G EQUAL. @ 48" O.C. tea, -_._:`—KNOCK OUT 2x6 PT ,• COURSE'.ET NUMBER 4 BAYS PLATE SHE MBE DE TTIJSS SIGN NOTE: TRUSS @ END OF CROSS BRACE TO BE DESIGNED MASONRY 'IT" B f�/�C E CONNECTION FOR ADD'L 70 PLF UP &DOWN TOP CHORD WALL S-4 g @VOLUME CEILING 9 GABLE END BRACING SCALE: 3/4" = V-0" PLOT DATE: I SCALE: 1/2" = V-0" i 5�4 S-4 W/ VOLUME CEILING October 26, 2018 DETAILS