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215 Margaret Rd #17-853- NSFHCOUNTY OF SEMINOLE IMPACT FEE S'T'ATEMENT STATEMENT NUMBER: 17100002 BUILDING APPLICATION #: 17-10000297 BUILDING PERMIT NUMBER: 17-10000297 r � Q. e vecrn; -4 DATE: May 18, 2017 UNIT ADDRESS: MARGRET RD 215 36-19-30-534-0700-0010 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: VICTORY PROPERTY INC ADDRESS: 441 WALNUT ST. #8148 TYNDALL FL 32403 LAND USE: SINGLE FAMILY DETACHED TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 215 MARGR T RD / LOT 1 / SINGLE FAMILY DETACHED HIGHLAND PARK -------------------------------------------------------------------------------- FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE -------------------------------------------------------------------------------- ROADS-ARTERIALS CO -WIDE ORD unit Single Family Housing 705.00 ROADS -COLLECTORS N/A Single Family Housing .00 FIRE RESCUE N/A unit LIBRARY CO -WIDE ORD dwl Single Family SCHOOLS Housing 54.00 CO -WIDE ORD .00 Single Family Housing 5,000.00 PARKS N/A LAW ENFORCE N/A AMOUNT DUE DRAINAGE N/A 5,759.00 1.000 dwl unit 705.00 1.000 dwl unit .00 .00 1.000 dwl unit 54.00 1.000 dwl unit 5,000.00 .00 .00 .00 AMOUNT DUE 5,759.00 STATEMENTv r RECEIVED BY: C��e('-'�� `J �r �C 1 SIGNATURE: (PLEASE PRINT NAME) DATE: �}- NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NO`T'IFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT 2 -FINANCE 4 -LAND MANAGEMENT **NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREE'T', SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAaT FIRST -STREET SANFORDI FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. ***THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE * DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. SHEET INDEX SHEET NO. DESCRIPTION Al INDEX, AREAS, BUILDING ENVELOPE, & GEN. NOTES A2 FOUNDATION PLAN AND FOOTING DETAILS B1 FLOOR PLAN AND INTERIOR ELEVATIONS C1. EXTERIOR ELEVATIONS AND WALL OPENING SCHEDULE D 1 ROOF PLAN. AND DETAILS D2 WALL SECTIONS AND STRUCTURAL DETAILS . E1 ELECTRICAL PLAN AND ELECTRICAL RISER DIAGRAM OTHER DOCUMENTS INCLUDED FOR PERMITTING: 1. DESIGN STATEMENT BY LICENSED ENGINEER OR . ARCHITECT ' `�. 2. STRUCTURAL ANCHOR SCHEDULE BY LICENSED ENGINEER OR. ARCHITECT. J. SITE PLAN SURVEY AND ELEVATIONS BY LICENSED CIVIL ENGINEER. 4. ENERGY EFFICIENCY CALCULATIONS BY HVAC CONTRACTOR OR INSULATION INSTALLER. (J -FORM AND EPI -FORM) BUILDING ENVELOPE MODEL. NUMBER 1646 - RIGHT BUILDING TYPE C.M.U.%FRAME TOTAL SQUARE FOOTAGE UNDER ROOF 2576.1 . TOTAL? WIDTH OF STRUCTURE 41-0", TOTAL DEPTH OF STRUCTURE LANAI TOTAL HEIGHT OF. STRUCTURE 2g',=-0" ' MEAN ROOF HEIGHT TOTAL ..t7F. ROOF'. SYSTEM RISE/RUN 3.5/12, 6112 AREAS \EAS REVIEWED FOR CODE,GUMPL COMPLIANCE NS EXAMINER AREAS AS DRAWN. Ist FLOOR LIVING 1082.6 2nd FLOOR LIVING 563.3 ENTRY PORCH 98.0 GARAGE 555.0 LANAI 277.2 LIJ � V Z �j TOTAL ..t7F. LU LIVING (A/C) 1645.9 SLAB . ,. 2012.8 UNDER ROOF 2576.1 PLA DATE SAN'QRD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A I ICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET \SIDE ANY OF THE PROVISION$ OF THE TECHNICAL C ODES, NOR SHALL ISSUANCE QF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THENEAFFER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF -THIS CODE REQUIRED Results to be Veriftled. at Slab lrJpectlon . This structure has been designed in accordance with the 2014 Florida Building Code - Residential including the codes referenced therein and with ASCE-7 for an enclosed structure (Int. Pressure Coefficient. -h/-0.18) Ultimate Wind Speed V ult= 139 mph Nominal Wind Speed V asd= 108 mph Risk Category = # Wind . Exposure Classification =. B Floor Live Load = 40 psf (min.) Roof Live Load = 20 psf (min.) Design Soil Bearing = 2000 P.S.F. (min.) Wind Loads on Components and Cladding (Shutters/Impact Glass Required): Roof = +16.J psf; -19.2 psf (Zone 1)/ -39.2 psf (Zone 2)/-65.9psf ('Zone 3) Walls =,+21.0 psf; -22.8 psf (Zone 4)/ -28.1 psf (Zone 5) Overhead Doors = +18.4 psf; -20.9 psf (9' Wide)/+17.7 psf; -19.7 psf (16' Wide) Daniel Johns, P.E. / 54037 3869 S Nova Rd., Port Orange, FL 32127 FINAL 03/02/17 SANFORD MODEL LOTS 101 & 102, BLOCK 107 HIGHLAND PARK SANFORD FL NO. I DATE I REVISION 1) , 1 03/02/17 FINAL DRAWN BY: M.S.M. DESIGN BY: M.S.M DATE: 121OV16 ISSUED FOR.: PRICING ONLY REVIEW ONLY ® CONSTRUCTION PLAN NO.: 1646. TYPE: CMU./FRAME GARAGE: RIGHT SHEET NUMBER: Al OF 7 z H LIJ � V Z �j LU U— A3 Z "o v 0- O Z h- Q W a H � W DC �/ This structure has been designed in accordance with the 2014 Florida Building Code - Residential including the codes referenced therein and with ASCE-7 for an enclosed structure (Int. Pressure Coefficient. -h/-0.18) Ultimate Wind Speed V ult= 139 mph Nominal Wind Speed V asd= 108 mph Risk Category = # Wind . Exposure Classification =. B Floor Live Load = 40 psf (min.) Roof Live Load = 20 psf (min.) Design Soil Bearing = 2000 P.S.F. (min.) Wind Loads on Components and Cladding (Shutters/Impact Glass Required): Roof = +16.J psf; -19.2 psf (Zone 1)/ -39.2 psf (Zone 2)/-65.9psf ('Zone 3) Walls =,+21.0 psf; -22.8 psf (Zone 4)/ -28.1 psf (Zone 5) Overhead Doors = +18.4 psf; -20.9 psf (9' Wide)/+17.7 psf; -19.7 psf (16' Wide) Daniel Johns, P.E. / 54037 3869 S Nova Rd., Port Orange, FL 32127 FINAL 03/02/17 SANFORD MODEL LOTS 101 & 102, BLOCK 107 HIGHLAND PARK SANFORD FL NO. I DATE I REVISION 1) , 1 03/02/17 FINAL DRAWN BY: M.S.M. DESIGN BY: M.S.M DATE: 121OV16 ISSUED FOR.: PRICING ONLY REVIEW ONLY ® CONSTRUCTION PLAN NO.: 1646. TYPE: CMU./FRAME GARAGE: RIGHT SHEET NUMBER: Al OF 7 41'-0" A 26'-8" 5,,21; 5'-6" 5'-6" 11 5'-6' 5'-p" 3'-1 p" 6,_811 �h BY M.S.M. DESIGN z H 12/01/16 DATE: UPLIFT ISSUED FOR . LATERAD PRICING ONLY z � C«►;..;I�. o V H� _j LU G RAV ITY : V)kD LL p(z C.M.U./FRAME 3t� C F- J �L UPLIFT oo Z LATERAL LENGTFI TYPE -�` LINTEL NO, 8F8 -1T BFB -2T BF12-1T 8F12 -2T 8F18 -1T BF16-2T 8F20 -1T 8F20 -2T 8F24 -1T BF24-2T BF28-1T 8F28 -2T 8F32 -1T BF32-2T SU8 SF8 -� LENGTH TYPE LINTEL N0. 8U8 8F8 -OB 8F12-0 BF16-OB BFti-1B 8F12-113-1B8F20-1H F20-0 F24-0 F24-1 F28 0 F28-1 F32 -o F32 -1B TYPE LENGT}i - LINTEL N0. S -1i 6RF10 1T 8RFt4 tt eRFtB tt 8Rf22-1T BRF19-1T BRF30 1T 8ftU8 8RF6 tRFB 2T WIO 2T eRFt4-2i emote 2t eRFzt-2T eRFze-2T BRFw 2T 2'-10" (34") PRECAST L 1 2727 2878 4101 5332 6569 7811 8055 2021 2021 2'-t0"(34") L 1 - 2302 .3166 4473 :6039 7326 .9004 10472 11936 4'-4" (52") PRECAST C 22 1244 '1573 2413 -3280 4112 -. 4967 _ 5825 832 932 2727 2784 3981 5190 6407 7630 8857 .PRECAST 3166 4473 6039. 7526 9004 10472 11936 1244 1518 2339 3170 4008 4850 5898 S-6" (42") PRECAST L 2 2165 2289 3280 4237 5219 6204 7192 1257 1257 S-6" (42') 'PRECAST L 2 2302 3138 3377 4889 6001 7315 8630.1 9947 4'=6" (54") PRECAST L 23 1182 1507 2311 3121 3937 4756 5677 - 2165 2215 3165 4125 5091 6061 7036 3166 4473 8039 7526 9004 10472 11938 1192 1455 2240 3036 3837 4643 5453 853 853 4'-0" 48" PRECAST ( ) L 3 1878 1989 2832 '3680 4532 5387 6245 938 938 4'-0" (48") PRECAST L 3 2029 2325 2496 3467 .4438 5410 -6384 7358 5'-8" (68') PRECAST L 24 924• 1172 1795 2423 3055 3689 4325 1878 1925 2750 3583 4422 5264 6110 2646 4473 6039 7526 8004 10472 11936 924 1132 ,1741 2357 2978 3803 4230 501 501 4'-6" 54" PRECAST ( ) L 4 1660 1782 2507 3257 4010 4767 5525 727 727 4'-6"-(54') PRECAST L 4 1651 1787 1913 2657 3403 4149 4896 : 5044 5'-10"(70") PRECAST L 25 896+ 1138 .1742 2352 2965 , 3581 4198 -' 1660 .1705 2435 3171 3913 4858 5408 2170 .4027 '8039 7526'. 9004 10472 9688 896 1099 1690 12288 .2891 3497 4106 48s 465 V-4" (64") PRECAST L 5 1393' 1484 2110 2741 3375 4010 4648 505 505 5'-4' (64") PRECAST L 5 1184 1223 1301 1808 2317 2826 3338 3646 6'=8" (80") PRECAST L 26 778 082 .1513 2042 .2573 3107 3842 1100 1393 1437 2050 2670 3293 3920 4549 1665 2889 5057 6096 .5400 6424 7450 778 956 1468 1987 2509 3035 3563 ' V-10" (70") PRECAST L 6 12720 1357 1930 2505 3084 3865 4247 418 418 5'-10" (70') PRECAST L 6 972 1000 1059 1474 ,1889 2304 2721 '5280 3137 7'-6' (90) PRECAST L 27 888 697 1325 1810 2280 2753 3227 710 941 1272 1315 1875 2441 3010 3583 4157_ 1459 2464 `4144 5458 4437 , 6122 686 F 849 1,302 1762 2225 2690 3157 W-6" (78") PRECAST L 7 11414 1200 1733 " 2250 2769 3290 3812 707 887 6'-6' (78") PRECAST L 7 937 1255 2101 3263 2746 3358 3971 ` 4585 9'-8" . (116") PRECAST L.28 533' 433 808 1123 1413 - 1704 1895 518 614 1141 1182 1884 2192 2703 . 3216 3732 1255 2101` 3396 5260 7134 8995 6890 533 527 1009 1369 1728 2088 . 2450 7'-6" (90") PRECAST L 8 959• 912 1475 1914 2354 2787 3240 591 657 7'- 6" (90") PRECAST L 8 767 1029 1675 2385 1994 2439 2886 3333 -REDUCE VALUE BY 15x FOR GRADE 40 FIELD REBAR 880 1029 1466 1907 2351 2781 3245 1029 1675 2610 3839 5586 6613 5047 9'-4" 112" PRECAST ( ) L 9 801. 612. 980 1209 1560 1852 _2144 454. 630 9'-4" (112') PRECAST L 9 573 632 1049 1489 1210 1482 1754 2027 801 755 1192 1550 1910 2271 2634 .768 1212 1816 2544 '3469 4030 3127 10'-6" (126") PRECAST L 10 718• 498 793 1027 1261 1498 n31 396 493 to' -6" (126") PRECAST L 10 456 482 802 1125 . 915 , 1122 .' 1326. 1535 8" PRECAST W/ 2" RECESS DOOR U -LINTELS 716 611 1039 1389 1711 .2034 2358 658 1025 1514 2081 2774 3130 1793 2404 2075 GRAVITY 439 696 889 1104 1309 1515 1' 598 935. 1365 1854 2355 11'-4" 136" PRECAST ( ) L 11 .666• . 363 556 11' 4" (136') PRECAST L 11 : 445 666. 535 .905 .1295 1595 1898 2198 598 935 1365 1854: 2441 3155: -1570 4044 1818 �_ �NGT}1` ��_ TYPE LINTEL 8RU6 awa-08 wo-OB BM+ -a1 8W18-00 -08 8W26-OB MT�00 607• 400 831 816 1001 1186 1372 545 864 1254 1689 2074 12'-0" (144") PRECAST L 12 631 486 818 1514 1799 2086. 340 494 12'-0" (144") PRECAST : L 12 414 555 864 '1254 1693 2211 : 2832' 3590 �-� NO aRFe-18 6RF10-1B W14-18 BRF16-18 BRT22-16 W16 -1B MV30-18 500• 340 532 ,1209 686 841 887 1153 - 427 ' 1028 1635 .1224 1418 4'-4" (52") PRECAST L 22 1469 1581 3653 2982 3954 4929 5904 8880 13'-4" (160") PRECAST L 13 573 409 682 1004 1367 1637 1897 302 398 13'-4' (160') PRECAST L 13 362 485 .726 748 1076 .1331 . 1438 '1055 2343 2920 1827 3412 4982 0472 7947 9416 10878 L 14 458• 316 493 835. 778 .922 1065 381 648 919 ; .1190 1462 1087 1260 4'-6" ,(54') PRECAST L 23 1357 1449 2782 2714 3600 4487 5375. 8284 14'-0' (168") PRECAST 286 360 14'-0" (168") PRECASTL" L 14 338 1702 3412 4982 8472 7947 9416 10878 548 243 378 295 629 459 922 - 551 1254 724 1587 857 1816 990 455 NR .700 NR .1003 NR 1335 NR 1714 NR • 2153 NR 2668 NR 5'-8" (68') PRECAST L 24 755 ; 832 .1602 1550 2058 2588 3075 '3585 14'-8" (176") PRESTRESSED L 15 N.R. 357 14'-8" (176") PRESTRESSED L 15 MR. ;, . 1153 2162 4074 6472 6516 5814 ; 6839 243 352 502 852 1156 1491 1742 465 765 1370 2045 2610 3185 NR 3765 NR 5'-10" (70") L 25 : 735 ' 779 1500 1449 1924 2400 .2876 3352 228 278. 430. 553 677 801 925 NR NR NR NR NR 15'-4" (184") PRESTRESSED L 16 N R. 327 15'-4" (184') PRESTRESSED, L 16 N.R. ,PRECAST 1103 2051 3811 6472 6518. 5450 6411 228 188 329. 542 791_ 1072 567 1381 1878 . 420 695 1250 1855 2370 :2890 3410 6'-8" (80") PRECAST L 26 '; 907 1677 2933 ,2576 3223 3872 4522 1T-4" 208" PRESTRESSED ( ) L 17 236 361 464 670 774 N.R. 255 17'-4" (208') PRESTRESSED L17 N.R. NR NR NR; NR NR NR NR B22 907 1677 '2933 4100 6730 6177 6707 188 276 449 649 874 1 1121 .1389 310 530 950 1400 1800 .2200 -NR 2800 NR 7'=6" 90" PRECAST ) L 27 665 761 1377 2252 1958 2451 2944 3438 165 207 313 401 490 578 667 NR NR NR NR NR 19'-4" (232") PRESTRESSED L 18 N.R. 204 19'-4' (232') PRESTRESSED L 18 N.R.( .` 784 1377 2329 3809 5492 6624 5132 165 239 383 550 736 940 1160 240 400 750 1090 1400 1720 NR 2030 NR 9'-8" (116') PRECAST L 28 371 420 834 1253 1071 1342 1614 1886 145 188 ' 278 350 433 512 590 NR NR NR NR : NR 21'-4" (256") PRESTRESSED L 19 N.R. 172 21'-4" (256') PRESTRESSED L 19 N.R. .' 535 928 1497 2179 2618 3585. 2875 142 212 338 477 635 .807 983 183 330 610 940 - 1340 ;.1780. 2110 22'-0" (264") PRESTRESSED L 20 140 180 � 268 343 418 493 568 N.R. 161 22'-0" (264") PRESTRESSED L 20 N.R. NR NR NR NR NR NR NR _ 322 457 607 '771 947 160 - 300 570 - 870 `, 1250 1660 -.1970 TYPE DESIGNATION 24'-0" 288" PRESTRESSED ( ) L 21 127 165 244 , 312 380 447. . b15 N R 135 24'-0"(288') PRESTRESSED, L 21 N,R. NR NR NR NR NR NR NR ' - 124 186 - 290 408 538 880. 833 130 240 470 720 :. 1030 1350 1610 ` F FILLED VATH GROUT V =,UNFILLED � ' 'REDUCE VALUE BY 25x FOR GRADE 40 FIELD REBAR � - 1V QUANTITY OF /5 REBAR AT BOTTOM OF LINTEL CAVITY /5 REBAR AT TOP r MIN (1EQ'D 8F16-1B/1,T -° 1-1, " CLEAR. P16TH ' L - C.M.U. NOMINAL NOMINAL,HEIGHT .QUANTITY OF /5 REBAR.AT TOP r LINTEL DETAILS- un", GROUTN. / S.N5 REBAR AT BOTTOM 1 _ . • •` OF LJNTEL CA TY 8"ACTUAL DOITOM REINFORCING PROVIDED IN LINTEL `, f 8F8 -00/1T' 8" NOMINAL H1DTH (VARIES) 8F16-OB/1 T r ' ALL PRECAST LINTELS TO -BE CONC.. FILLED AND HAVE 1,-#5 BAR AND BOTTOM. (TYPICAL) 4 8 B/ ,TOP 8 F2 -1B 1T 8F 1 1T 41'-0" A 26'-8" 5,,21; 5'-6" 5'-6" 11 5'-6' 5'-p" 3'-1 p" 6,_811 �h BY M.S.M. DESIGN z H 12/01/16 DATE: ISSUED FOR . PRICING ONLY z � W kD o V H� _j LU c� V)kD LL p(z C.M.U./FRAME 3t� NUM ERi F- J �L V oo Z O z U r v! of 0 JC This structure has been designed in accordance with the 2014 Florida Building Code - Residential including the codes referenced therein and with ASCE-7 for an enclosed structure (Int. Pressure Coefficient. +/-0.18) Ultimate Wind Speed V ult= 139 mph Nominal Wind Speed V asd= 108 mph Risk Category = 11 Wind Exposure Classification = B floor Live Load = 40 psf (min.) Roof Live Load = 20 psf (min.) Design Soil Bearing = 2000 P.S.F. (min.) Wind Loads on Components and Cladding (Shutters/Impact Glass Required): Roof = +16.3 psf; -19.2 psf (Zone 1)/ -39.2 psf (Zone 2)/-65.9psf (Zone 3) Walls +21.0 psf; -22.8 psf (Zone 4)/ -28.1 psf (Zone 5) Overhead Doors = +18.4 psf,' -20.9 psf (9' Wide)/+ 17.7 psf; -19.7 psf (16' Wide) Daniel Johns, P.E. / 54037 .3869 S Nova Rd., Port Orange, FL 32127 FINAL 03/02/17 SANFORD MODEL LOTS #01 & 102, BLOCK 107 HIGHLAND PARK SANFORD FL NO. DATE REVISION 1) 03/02/17 FINAL DRAWN BY M.S.M. DESIGN BY:. 12/01/16 DATE: ISSUED FOR . PRICING ONLY REVIEW ONLY CONSTRUCTION PLAN NO.: 1 646 TYPE: C.M.U./FRAME GARAGE: RIGHT NUM ERi A2 ° F 7 0 I N 12'-10" 4'-4» 3,-4u 21 2) 3030 F. G. 20 HEAD ® 84" REF. SILL 0 48".F.F. SCALE 1/4" = 1 -0" 41'-0" 12'-4" 6040 H.R. 19 HEAD9) 84 REF. SILL 36" A.F.F. AREAS AREAS AS DRAWN. 1/2" (NOMINAL) Ist FLOOR LIVING PLYWOOD TYPICAL -- - - - - - FOR OPENINGS WIDER THAN 48" ENTRY PORCH 98.0 GARAGE 555.0 PROVIDE 2"x NAILER W/ #8x2" 277.2 D2 BEAM HANGER,\ (2) J050 S. H. 7 HEAD @ 96" O TOTAL OF SCREW EA. CORNER AND 0 16" LIVING(AIC) 1645.9 SLAB 2012.8 O.C. MAX (INSTALLED ON 2576.1 SCALE 3/4 "=1 '-0" - OUTSIDE) HE Fn (2) 2 12 ADER"x6" Z ]O SHEAR -WALL 114"0 ANCHOR W/ 1-1/2" MIN, j w EMBEDMENT INTO SUBSTRATE EA. 40H SEE DETAIL 6/D2 W a! CORNER AND 0 16" O.C. MAX NO TE. I - - -- - I _ ..__ - _ (EDGES ONLY) TYPICAL. 1/4" TYPICAL SHUTTER PANEL DETAIL STORM PANEL SCREW W/ ALL PANELS TO BE PRE-CUT, WASHERED WINGNUT FOR FRAME. FITTED AND INSTALLED W/ ALL 1/4" LAG & SHEILD W/ 1 " ANCHORS PROVIDED AND ON SITE FENDER WASHER FOR C.M.U. STORM PANEL DETAIL 12'-10" 4'-4» 3,-4u 21 2) 3030 F. G. 20 HEAD ® 84" REF. SILL 0 48".F.F. SCALE 1/4" = 1 -0" 41'-0" 12'-4" 6040 H.R. 19 HEAD9) 84 REF. SILL 36" A.F.F. AREAS AREAS AS DRAWN. 14'-0" 12'-8" 14'-4'p Ist FLOOR LIVING 1082.6 2nd FLOOR LIVING 563.3 ENTRY PORCH 98.0 GARAGE 555.0 LANAI 277.2 D2 BEAM HANGER,\ (2) J050 S. H. 7 HEAD @ 96" O TOTAL OF _ 11 .•.•.•.®... LIVING(AIC) 1645.9 SLAB 2012.8 UNDER ROOF 2576.1 PERIMETER 19,3_3']] 12'-10" 21'-10" ® = SIMPSON HTT5 OR EQV, (TYP. 4-PLCS) X01 14'-0" 12'-8" 14'-4'p WASHER @ 32" O.C. 1) 2"W', ', 6 , OR 8" P.T. (21- O.C. EXP. "C') t IN EITHER DIRECTION EMBED 7" MIN. IN - Q ® H 0 END OF C. M. U. OR ICF WALL SOLID CONC. (TYP.) D2 BEAM HANGER,\ (2) J050 S. H. 7 HEAD @ 96" O <5 O _ 11 .•.•.•.®... 4 C.M.U. OR ICF WALL ¢ 8" FRAME-1C611RAMELn SCALE 3/4 "=1 '-0" - J HE Fn (2) 2 12 ADER"x6" Z ]O SHEAR -WALL I SHEAR-WAft w 40H SEE DETAIL 6/D2 W a! SEE DETAIL 6/D2 18 / BOXED TO 24'x24" FRAME (TYP.) --.---------- 2r-0" �O NOTE.' 5068 � BEDROOM #2 B.P.BP TYP / �1 ALL EXTERIOR FRAME WALLS TO BE A 9 -0 CLG. I BEDROOM #3 `" o N o LVL BEAM . HEAD 0 96" / REF. SILL 24" A.F.F. LANAI / MIN. OF 2'x6'; W/ 2'x8" BEING USED (OPT. OPEN LOFT) g'-0" CLG. o ®®� i 9'-4" CLG. - 0 TRAY CLG. I ONLY WHERE SHOWN (TO PLANE W/ C.M.U. WALLS BELOW q vi II 15'-0" 12'-0" 3'-8' fi I 3'-4" 71_0" I / / LINEN ,� n ,— rr DINING ROOM I I _J 91 -8 5 9'-4" CLG. `- o Z F 2868 2068 2868 % g o I I O (2) 3080 / D2 6'x6" P, T. POST 2868 - - D2 0 12'-10" 4'-2" 5'-4" 2'-10" 3 2'-6" 10'-0" 2868_ j o N - - -- -/ _ vq - 6068 B.P. / I FGI ABOVE MASTE, _ REMOVED F.P. I I I BAT / OPEN DESK �'� �" w �, B" 8 FRAME BELOW 2868 �, I LANDING �., / (NO GAS SUPPLY) I o — — R & S A/C ¢ a 9'-0" CLG. I � Io BATH #3 2868 9'-0" CLG. R a I NICHE l� �J N IZ C LijI POWDER �, SHEAR -WALL F I I I R / I --- ------ p I � z SEE DETAIL 6/D2 -- DOWN o aupF E- o LO 1 O 8 FRAME 2,15� N x i O OPEN ABOVE I 9'-4" CLG. , , rr , „ , " �✓ rr , , 71-1 5 -5 6 -0 18 4 -0' 4'-2" 2668 P.D. 2668 , 9- 2 c� 7)-6" / W 5 10 o N� o.118"" I j - W.L (2) 3030 F.G.(2) 3030 F. G. 11 HEAD 0 84" 12 13 HEAD 9 84" 14 REF. SILL @ 48" AFF REF. SILL 0 48" AFF 4'-4" 3'-4" 6'-8" 3'-4" 41'-0" 2nd FLOOR PLAN LIGHT i MIRROR i N- — — I Ti LJ' LJ' INTERIOR ELEVATIONS O203 S.11. 15 HEAD ® 84" REF. SILL 48" A.F.F. 18'-10" 10'-0" SCALE 1/4" = 1'-0" SCALE 114M = 1 '-0" SHEAR -WALL SEE DETAIL 6/D2 (2) 2 "x 12 " OR BEAM PER MANUFACTURER SIMPSON HUC212-2 BEAM HANGER (OR EQV.) W/ (12) 1/4"0 X 2" TAPCON (OR EQV.) MASONRY FASTENERS INTO CONCRETE SUBSTRATE TYPICAL BEAM HANGER DETAIL SCALE: 3/4 "=1 '-0" 1/2"0 A.B. W/ 2" 14'-0" 12'-8" 14'-4'p WASHER @ 32" O.C. 1) 2"W', ', 6 , OR 8" P.T. (21- O.C. EXP. "C') 7'-2" 1. 7,-2„ IN EITHER DIRECTION EMBED 7" MIN. IN - Q ® H 0 END OF C. M. U. OR ICF WALL SOLID CONC. (TYP.) D2 BEAM HANGER,\ (2) J050 S. H. 7 HEAD @ 96" O <5 O _ 11 .•.•.•.®... 4 C.M.U. OR ICF WALL ¢ J -BOLT DETAIL SCALE 3/4 "=1 '-0" 4 i ,-w„ 1st FLOOR PLAN SCALE 1/4" = 1 '-0" v tbZ 14'-0" 12'-8" 14'-4'p REVISION 1) 03/02/17 4 7'-2" 1. 7,-2„ 05/17/17 PERMIT Q ® H D2 BEAM HANGER,\ (2) J050 S. H. 7 HEAD @ 96" O 0 z W k ® V)th Vt Q V) U_p 40 t ¢ REF. SILL @ 36" A.F.F. j O � V - J HE Fn (2) 2 12 ADER"x6" Z ]O Q w 40H W a! X 6 PT POST / BOXED TO 24'x24" FRAME (TYP.) --.---------- 2r-0" �O , II 6'-4" 5'-4" Y TYP / �1 _ () 60 S.N.2 3 (2) 11.25"x1,75" 8 LVL BEAM . HEAD 0 96" / REF. SILL 24" A.F.F. LANAI / MASTER I BEDROOM / 9'-4" CLG. - 0 TRAY CLG. I D2 II 15'-0" 12'-0" 3'-8' fi I 3'-4" 71_0" I / / n ,— rr DINING ROOM I I _J 91 -8 5 9'-4" CLG. `- (2) 2'x 12 "_ I HEADER ABV. I Z F BEAM HANGED % g o I I O (2) 3080 / D2 6'x6" P, T. POST 2868 - - D2 / - FR. DRS. W/ ABU66 @ BOTTOM ---- 2868_ j , /----------- - _ / -------------- -/ _ - / / I FGI ABOVE MASTE, REMOVED F.P. I I I BAT / / (NO GAS SUPPLY) I o I � Io a IZ C LijI POWDER �, " � / I --- ------ p I � '- CLG: C J z`oo 1 O D. W. i KITCHEN GREAT ROOM I I II---- Iz 2,15� N x i O OPEN ABOVE I 9'-4" CLG. , , rr , „ , " �✓ rr , , 71-1 5 -5 6 -0 18 4 -0' 4'-2" 2668 P.D. 2668 , 9- 2 c� 7)-6" / W 5 o N� o.118"" I j - W.L D2 D2 2 I BALL-CA>�H PANTRY � 9'-4" CLG. D W / R - I ST6RAdEQ:: LND 9'-4"nG�V' �\ Q W/ UP .� "�IS�IRq C 1 SID{{ LIGHT I I86 R & S / �2668 . -J-BOLT R BEAM/ . 8" FRAME (TYP) J -BOLT r 2030 G. I I HEAD ®196" 0 / / HANGER REF. SILL ® �Q" A.F.F. I I 5'-2" 8'-10" 2'-4" / 12'-2" r- - -T T'=TO"- Q) - —_ II 6"x6" PT. POST ENTRY BEAM I I / -BOXED TO 24'x24" 9'-4" CLG. HANGED / FRAME (TYP,) _ �f / ELI / � (2) 2'x12" / I 4 HEADER / AT11C D2 / ACCESS / / I z GARAGE J zz _ 1 � 10'-0" CLG. I o NI oo N N �I / NOTE: / GARAGE INTERIOR FRAMED WALLS & CEILING (INCLUDING ATTICI ACCESS) I / TO BE COVERED W/ 112", (MIN.) GYP BOARD. ALL JOINTS / TO BE TAPED AND SEALED W/ APPROVED JOINT COMPOUND. / DOOR FROM GARAGE TO LIVING AREA TO BE 20 MIN. FIRE / RATED (HONEYCOMB, FOAM FILLED). I / IF LIVING AREA EXISTS OVER GARAGE, GARAGE CEILING / TO BE COVERED W/ 1 LAYER OF 5/8" TYPE X GYP BOARD L -_-. - - - - - - - -- IN LIEU OF 1/2 GYP BOARD. I J05OI S80" OO HEAD 0 80" HEAD N REF. SILL 20" A.F.F. REF. SILL 20" A.F.F. q 10'-4" 7'-2" 16'-4" 24'-8" 41'-0" 1st FLOOR PLAN SCALE 1/4" = 1 '-0" v tbZ DATE REVISION 1) 03/02/17 FINAL 2) 05/17/17 PERMIT Q ® H aC W 0 z W k ® V)th Vt Q V) U_p 40 t ¢ rn j O � V J a 4 ® J 00 f- j Z ]O Q w 40H W a! �O �1 This structure has been designed in accordance with the 2014 Florida Building Code — Residential including the codes referenced therein and with ASCE-7 for an enclosed structure (Int. Pressure Coefficient. +/--0.18) Ultimate Wind Speed V ult= 139 mph Nominal Wind Speed V asd= 108 mph Risk Category = 1I Wind Exposure Classification = B Floor Live Load = 40 psf (min.) Roof Live Load = 20 psf (min.) Design Soil Bearing = 2000 P.SF. (min.) Wind Loads on Components and Cladding (Shutters/Impact Glass Required): Roof = +16.J psf; —19.2 psf (Zone 1)/ —39.2 psf (Zone 2)/-65.9psf (Zone 3) Walls = +21.0 psf,- —22.8 psf (Zone 4)/ —28.1 psf (Zone 5) Overhead Doors = +18,4 psf; —20.9 psf (9' Wide)/+ 17, 7 psf; —19, 7 psf (16' Wide) Daniel Johns, P.E. # 540J7 J869 S. Nova Rd., Port Orange, FL J2127 REVISED 05/17/17 SANFORD MODEL LOTS 101 & 102, BLOCK 107 HIGHLAND PARK SANFORD FL NO. DATE REVISION 1) 03/02/17 FINAL 2) 05/17/17 PERMIT DRAWN BY: M.S.M. DESIGN BY: M.SM 12/01/ 16 DATE: ISSUED FOR : PRICING ONLY REVIEW ONLY ® CONSTRUCTION PLAN NO.: 1 646 TYPE: C.M.U./FRAME GARAGE: RIGHT SHEET NUMBER: B1 OF 7 WALL OPENING SCHEDULE (WINDOWS DOORS) OPENING NO. DESCRIPTION T. WIDTH T, HEIGHT D FROM C AREA.(5.F.) ZONE L-2 LINTEL/HEADER TYPE 1 H. D. + F, G. 4'-8" 8'-0" 3.7 37.3 5 5'-2" LINTEL 2 F. G. 2'-0" 3'-0" 13.0 6.0 4 2'-6" LINTEL 3 S.H. 3'-0" 5'-0" 16.0 15.0 4 3'-6" LINTEL 4 S.H. 3'-0" 51--0" 5.7 15.0 4 3'-6" LINTEL 5 O.H.D. 18'-0" 8'-0" 2.3 144.0 5 I8'-6" L2-24 LINTEL 6 S.H. 2'-0" 3'-0" 20.2 ' 6.0 4 2'-6" LINTEL 7 (2) S.H. 6'-0" 5'-0" 4.2 30.0 4 6'-6" LINTEL 8 (2) S.H. 6'=0" 6'-0" 16.7 " 36.0 4 6'-6"• LINTEL 9 (2) H, D. 6'-0" 8'-0" 6.7 48.0 4 6'-6" LINTEL 10 (2) S.H.. 6'-0" 6'-0" 22.2 - 36.0 4 6'-6" LINTEL 11 F, G. 3'-0" 3'-0" 2.8 9.0 5 3'=3" (2) 2'1k12" HEADER.,., 12 F. G. 3'-01) 3'-0" '6.2 9.0 4 3'=3" (2) '2"x12":HEADER 13 FG. 3'-0" 3'-0" 12.8 9.6 4 3'-3" (Z),2"x12">HEADER 14 F. G, 3'-0" 3'-0" 16.2 9.0 4 3'-3" (2).2"x12" HEADER 15 S.H. 2'=0" 3'-O" 3.5 6.0 5 e2'-3." (2) 2"x12"',HEADER 16 H.R. 3'-0" 2'-0" 1.5 6.0 5 3'-3" (2) 2"XlY' HEADER ' 17 S.H. 3'-0" 5'-0" 6.3 15.0 4 3'-3""(2) .2"x12"1 HEADER 18 S.H. „ . 3 -0 ,_ 5 0 2.9 15.0 5 3'-3" 2 2'x 12" ,HEADER ` O 19 H.R. 6'-0" 4'-O" 16.2 24.0 4 6'-6.", (2) `2"x12'"' HEADER 20 F.G. n 3r -O 3r -O 6.2 9.0 4 rr 3r -3n (2) 2 x 12.i, HEADER ' 21 F.G. 3'-0" 3'-0" 2.8 9.0 5 3'-3" (2) 2"x12" HEADER NOTES: 1. OPENING NO.: SEE FLOOR PLAN FOR OPENING NUMBER, DETAILS, AND LOCATION. 2, DESCRIPTION: S.H.=SINGLE HUNG, D.H.=DOUBLE HUNG, H.R.=HORIZONTAL ROLLER, FG. -FIXED GLASS, C.B.=GLASS BLOCK :OR CERAMIC GLASS , BLOCK SG,D.=SLIDING GLASS DOOR, H.D.=HINGED DOOR, C.T = CASEMENT, 'S. L.= SKY LIGHT, O.D.=OVER-HEAD DOOR. (EXAMPLE OF COMBINATIONS: (2)S.H.+F.G = (2) SINGLE ,HUNG WINDOWS .W/ FIXED GLASS ABOVE) J. T. WIDTH- APPROXIMATE TOTAL WIDTH OF ALL THE COMPONENTS OF ANY ;ONE OPENING 'GIVEN IN FEET AND INCHES 4. T. HEIGHT: APPROXIMATE TOTAL HEIGHT OF ALL THE COMPONENTS OF ANY ONE OPENING GIVEN IN FEET AND INCHES. 5. D OF C: THE DISTANCE FROM THE NEAREST .OVERALL RECTANGULAR CORNER OF THE STRUCTURE GIVEN IN DECIMAL FEET. (HORIZONTAL OR VERTICAL LINEAR DISTANCE TO BEGINNING OF OPENING) 6. SEE ENGINEER'S DESIGN STATEMENT FOR SPECIFIC APPLICABLE PRESSURES. (DETERMINED PER ANALYTTICAL METHOD OR ASCE 7-02). This structure has been designed in accordance with the 2014 Florida Building Code - Residential including the codes referenced therein and with ASCE-7 for an enclosed structure (Int. Pressure Coefficient. +/-0.18) Ultimate Wind Speed V ult= 139 mph Nominal Wind Speed V asd= 108 mph Risk Category = II Wind Exposure Classification = B Floor Live Load = 40 psf (min.) Roof Live Load = 20 psf (min.) Design Soil Bearing = 2000 P.S F. (min.) Wind Loads on Components and Cladding (Shutters/Impact Glass Required): Roof = +16.3 psf, • -19,2 psf (Zone 1)/ -39.2 psf ("Zone 2)/-65.9psf (Zone 3) Walls = +21.0 psf; -22.8 psf (Zone 4)/ -28.1 psf (Zone 5) Overhead Doors = +18.4 psf,- -20.9 psf (9' Wide)/+1Z7 psf; -19.7 psf (16' Wide) Daniel Johns, P.E. j 54037 r 3869 S Nova Rd., Port Orange, FL 32127 FINAL 03/02/17 SANFORD MODEL LOTS #01 & 102, BLOCK 107 HIGHLAND PARK SANFORD FL NO. DATE REVISION 1) 03/02/17 FINAL DRAWN BY: M.S.M. DESIGN BY: M.S.M DATE: 12/01/16 ISSUED FOR PRICING ONLY REVIEW ONLY ® CONSTRUCTION PLAN NO.: 1 646 TYPE: C.M.U./FRAME GARAGE: RIGHT SHEET 1 OF NUMBER: z DC In Q J Q � nJ -E LjjF" --� tib V vi to Q Z LL r FF~- rn z OQJ I - J Ot: Ll. Q V 00 J (y) Z z W H � w o V �c V This structure has been designed in accordance with the 2014 Florida Building Code - Residential including the codes referenced therein and with ASCE-7 for an enclosed structure (Int. Pressure Coefficient. +/-0.18) Ultimate Wind Speed V ult= 139 mph Nominal Wind Speed V asd= 108 mph Risk Category = II Wind Exposure Classification = B Floor Live Load = 40 psf (min.) Roof Live Load = 20 psf (min.) Design Soil Bearing = 2000 P.S F. (min.) Wind Loads on Components and Cladding (Shutters/Impact Glass Required): Roof = +16.3 psf, • -19,2 psf (Zone 1)/ -39.2 psf ("Zone 2)/-65.9psf (Zone 3) Walls = +21.0 psf; -22.8 psf (Zone 4)/ -28.1 psf (Zone 5) Overhead Doors = +18.4 psf,- -20.9 psf (9' Wide)/+1Z7 psf; -19.7 psf (16' Wide) Daniel Johns, P.E. j 54037 r 3869 S Nova Rd., Port Orange, FL 32127 FINAL 03/02/17 SANFORD MODEL LOTS #01 & 102, BLOCK 107 HIGHLAND PARK SANFORD FL NO. DATE REVISION 1) 03/02/17 FINAL DRAWN BY: M.S.M. DESIGN BY: M.S.M DATE: 12/01/16 ISSUED FOR PRICING ONLY REVIEW ONLY ® CONSTRUCTION PLAN NO.: 1 646 TYPE: C.M.U./FRAME GARAGE: RIGHT SHEET 1 OF NUMBER: Cil CJ3 CJ5 Lj V3\ V2 V1 FLT CLO, T 0 P @ T Cil CJ3 CJ5 LLI CJ5 CJ3 Cil ,— iii i S46 P1]1 PL'. ■ ■ ■ ■ V I •'tea ■ • .raA� ■ ■ • . ■ ■ SCALE. • 1/4„ _ 1,-0, USE T -NAILS OR CONCRETE ANCHORS (NON-BEARING) 0 O H U-) TRUJS TO C .M.U.. WALL = (1) THRUST BLOCK FOR NAILS FRAME BY BUILDER z �j DOOR OPERATOR U U c� a� EJ7B o SECURE 2"x6" P.T. TO SOLID EJ7A U? -7 CONC. SUBSTRATE W/ (4) 5/8 "0 O -- WEDGE BOLTS W/ 3" MIN. LLI U U U �1 H V) (5 FOR 8'-0" H.) & � 2"0 WASHERS (EA. SIDE) o GARAGE DOOR BY MANUFACTURER e V c Cil — 2 I _ 3A CJ5A `D -;COFFER CLG, FROM '4" =s �r FL GLG, �D TOP P 9,4;, ,— iii i S46 P1]1 PL'. ■ ■ ■ ■ V I •'tea ■ • .raA� ■ ■ • . ■ ■ SCALE. • 1/4„ _ 1,-0, USE T -NAILS OR CONCRETE ANCHORS (NON-BEARING) O.H.D. BUCK DETAIL SCALE.. 3/4» _ 1,l0" L !11 IVl- l 1-111L,,'_ - FLT .'CLGi ,•, .. AND SP 1 AT . BOTTOM, PLATES, 'FOP . 9/ /,. CS16 COILSTRAP AT HEADERS (OR EQUIVALENT) j PROVIDE (1) HEADER STUD FOR ROOF PLAN. HEADER LESS THAN 6-0"L. AND (2) HEADER STU)S FOR SCALE.' '14„ HEADER GREATER THAV 6'-0„L IF _ , 17,4-1 II II II . I I (2) FULL STUDS FOR HEADERS LESS THAN 9'-01. IND (3) FOR HEADER OVER 9-01. NO CONNECTION REQUIRED NOTEi TO CONNECTIONS STRAPPING UNLESS OTHERWISE SPECIFIED, ALL TRUSS CONNECTIONS ARE AS FOLLOWS: TYPICAL FRAME WALL OPENING TR To FRAME w.41 (1) SIMPsoAl MT512 w/ 14-1od NAILs 0 O H 0 0 0 TRUJS TO C .M.U.. WALL = (1) THRUST BLOCK FOR NAILS FRAME BY BUILDER z �j DOOR OPERATOR H V)(b LU Z a� o o SECURE 2"x6" P.T. TO SOLID .¢1O [L Q _..1 CONC. SUBSTRATE W/ (4) 5/8 "0 O -- WEDGE BOLTS W/ 3" MIN. Z EMBEDMENT (IF 7'-0" H.) H V) (5 FOR 8'-0" H.) & � 2"0 WASHERS (EA. SIDE) o GARAGE DOOR BY MANUFACTURER O.H.D. BUCK DETAIL SCALE.. 3/4» _ 1,l0" L !11 IVl- l 1-111L,,'_ - FLT .'CLGi ,•, .. AND SP 1 AT . BOTTOM, PLATES, 'FOP . 9/ /,. CS16 COILSTRAP AT HEADERS (OR EQUIVALENT) j PROVIDE (1) HEADER STUD FOR ROOF PLAN. HEADER LESS THAN 6-0"L. AND (2) HEADER STU)S FOR SCALE.' '14„ HEADER GREATER THAV 6'-0„L IF _ , 17,4-1 II II II . I I (2) FULL STUDS FOR HEADERS LESS THAN 9'-01. IND (3) FOR HEADER OVER 9-01. NO CONNECTION REQUIRED NOTEi TO CONNECTIONS STRAPPING UNLESS OTHERWISE SPECIFIED, ALL TRUSS CONNECTIONS ARE AS FOLLOWS: TYPICAL FRAME WALL OPENING TR To FRAME w.41 (1) SIMPsoAl MT512 w/ 14-1od NAILs N Z H SCALE. .314 _ 1,_0» TRUJS TO C .M.U.. WALL = (1) HETA20 W/ 9-10d NAILS FRAME BY BUILDER N Z H Q a! U') vi ¢ u z �j Lid U (,D d - _jw� H V)(b LU Z a� off <j n U OQ i - .¢1O [L Q _..1 Q Z O Z W 0 H V) � e V This structure has been designed in accordance with the 2014 Florida Building Code — Residential including the, codes referenced therein and with ASCE-7 for an enclosed structure (Int. Pressure Coefficient. +/-0.18) Ultimate Wind Speed V ult= 139 mph Nominal Wind Speed V asd= 108 mph Risk Category = 11 Wind Exposure Classification = B Floor Live Load = 40 psf (min.) Roof Live Load = 20 psf (min.) Design Soil Bearing = 2000 P.S.F. (min.) Wind Loads on Components and Cladding (Shutters/Impact Glass Required): Roof = +16.3 psf; —19.2 psf (Zone 1)/ —39.2 psf (Zone 2)/-65.9psf (Zone 3) Walls = +21.0 psf; —22.8 psf (Zone 4)/ —28.1 psf (Zone 5) Overhead Doors = +18.4 psf; —20.9 psf (9' Wide)/+ 17.7 psf; —19.7 psf (16' Wide) Daniel Johns, P.E. # 54037 3869 S.Now Rd., Port Orange, FL 32127 FINAL 03/02/17 SANFORD MODEL LOTS JO1 & 102, BLOCK 107 HIGHLAND PARK SANFORD FL NO,_j DATE I REVISION 1) 1 03/02/17 I FINAL DRAWN BY: M.S.M. DESIGN BY: M.S.M 12/01/16 DATE: ISSUED FOR PRICING ONLY REVIEW ONLY CONSTRUCTION PLAN NO.: 164.6 TYPE: C.M.U./FRAME I GARAGE: RIGHT SHEET OF NUMBER: D1 7 ROOF SHINGLES PER 2014 FBC (AND ALL DATE ROOF SHINGLES PER 2014 FBC (AND ALL Z 03/02/17 FINAL ROOF SHINGLES PER 2014 FBC (AND ALL 05/17/17 CODES REFERENCED WITHIN) OVER (2) 151 Q DC CODES REFERENCED WITHIN) OVER (2) 151 Q Z w w �h CODES REFERENCED WITHIN) OVER (2) 151 FELT UNDERLAYMENT WITH SLOPES OF 4:12 OR LESS OR (1) 301 ON SLOPES 12 SEE FELT UNDERLAYMENT WITH SLOPES OF 4:12 OR LESS OR (1) 301 ON SLOPES —�, 12 SEE C FELT UNDERLAYMENT WITH SLOPES OF 4:12 OR LESS OR (1) 30# ON SLOPES f- GREATER THAN 4:12 SLOPE OVER 7/16:' "H" ELEV GREATER THAN 4:12 SLOPE OVER 7/16:' ELEV 1 �1 J O � GREATER THAN 4:12 SLOPE OVER 7/16:' 12 (NOMINAL) O.S.B. OR PLYWOOD W/ CLIPS AND NAILED PER "SHEATHING W (NOMINAL) O.S.B. OR PLYWOOD W/ 'H" \ CLIPS AND NAILED PER "SHEATHING C1 C � (NOMINAL) O.S.B. OR PLYWOOD W/ "H" CLIPS AND NAILED PER 'SHEATHING SEE NAILING SCHEDULE" l l NAILING SCHEDULE" 1 (� NAILING SCHEDULE" ELEV. _ TRUSS BRG. I, TRUSS BRG. Z7- (SEE ELEVATION) s `' (SEE ELEVATION) - OPEN OR CLOSED -CELL FOAM, OPEN OR CLOSED -CELL FOAM, (SEE ELEVATION) (TRUSS BRG.) PRE ENGINEERED WOOD _ - FIBERGLASS BATT, OR METAL DRIP EDGE ON LOOSE BLOWN INSULATION FIBERGLASS BATT OR METAL DRIP EDGE ON ., ; LOOSE BLOWN INSULATION -� r� �- �_- r �) ALUM. FASCIA OVER PLUMB CUT 20" JAL -LED PER MFG. SPECS - MIN. R-30 VALUE ALUM. FASCIA OVER--' PLUMB CUT 20" �', INST LtED--P R MFG. SPECS M! . R-30 LUE l OPEN OR CLOSED -CELL FOAM, METAL DRIP EDGE ON TRUSSES 0 24"O.C. 2"x 6 SUB FASCIA -- 2 x 6 SUB FASCIA ALUM. FASCIA OVER - PRE-ENGINEERED WOOD TRUSSES PRE- ENCI EERED WOOD TRUSSES 2) 2x8 �� FIBERGLASS BATT, OR LOOSE BLOWN INSULATION -1 PLUMB CUT 20" EXTERIOR CLG. FINISH TO BE APPROVED VENTED SOFFIT _ 0 24" 0. C. VENTED SOFFIT ® 24" O.C. TOP PLA MCO T. INSTALLED -P R MFG. SPECS MIS. kLELY LUE 2'k 6"SUB FASCIA WATER BARRIER PER MFG. SPECS 1/2" EXT. GYP. 8" C.M.U. W/ HORIZONTAL & - = 8" C.M.U. FILLED 8" C.M.U. FILLED TIE -BEAM W/1 -5N APPROVED VAPOR BARRIER PER .� MFG. OVER 7/16" (NOMINAL) `` PRE-ENGINEERED WOOD VENTED SOFFIT BOARD OR 1/4 HARDI-BOARD (INSTALL HARDI-BOARD OVER VERTICAL GROUTING (TYP.) - _ TIE -BEAM W/1-15- TOP CONT. (TYP.) / -x(15 PRE -CAST LINTEL W 1 � TOP CONT. (TYP.) O.S.B. W/8d, (W/10d-EXPOSURE TRUSSES © 24" O.C. , 1x4 FURRING ® 16' O.C. EXTERIOR WALL FINISH TO = EXTERIOR WALL FINISH TO _ WINDOW UNIT INSTALL PER "C') NAILS 0 6'112" (OR 1/2" �� GYP. BOARD, IF INTERIOR J SIMPSON SP2 BEAM ATTACHED TO POST W/ SIMPSON W/2 -10d NAILS 0 EA, TRUSS) BE APPROVED WATER b- BARRIER PER MFG. SPECS - - BE APPROVED WATER BARRIER PER MFG. SPECS MFG, SPECIFICATIONS PARTITION) OR EQUIVALENT 0 EACH FULL STUD AC6/ACE6 OR EQUIV. INSTALLED (2) 2"x12" GLUED AND NAILED W/ O.S.B. OR PLYWOOD CENTER PRE -CAST CONC. SILL 2'x8" SUDS 0 16" O.C. WALL W/ �� PER MFG. SPECS (TYP.) SEE FLOOR PLAN FOR LOCATIONS PRESSURE TREATED BOTTOM MI6.R-"9#SOLATION 1/2" GYP. BOARD ON „ 8 C.M.U. W/ HORIZONTAL & PLATE & DOUBLE TOP PLATES. C, . /J _ 1-15 ROD IN FILLED CELL W/16" BEND ON TOP CUNT. FROM _ - 1x2 P. ,FURRING VERTICAL GROUTING TYP.) (SECURE 112- BOARD ON BOTTOM PLATE TO � BLOCKING AS NEEDED FTG. TO TIE -BEAM (TYP.) (SEE PLAN FOR LOCATION) 016" O.C``I� W/ R-4.1 - INSULATION -(MI R _ #5 DOWEL PROJECTING 25" MIN. BENT OVER AND TIED - "GYP. 1x2 P.T. F1�URiRING 0 16 " O.C. P/ R FOUNDATION W/ ANCHOR BOLTS -� J 6'x6" P.T. POST SEE FLOOR PLAN FOR LOCATIONS (TYPICAL) - - - TO FOOTING STEEL BELOW - INSULATION (MIN BOTTOM PLATE J _ (SEE PLAN FOR LOCATION) SIMPSON SP 1 _ 1/2"0 A. B. 0 32" O.C. OR EQUIVALENT 0 15 DOWEL PROJECTING 25" - 1-15 ROD IN FILLED CELL W/16" (21" O.C.-EXPOSURE "C') �J „ EACH FULL STUD SIMPSON ABU66 PROVIDE DRY BOTTOM MIN, BENT OVER AND TIED TO FOOTING STEEL BELOW - 4" CONC SLAB W/. 15 LBS. OF FIBRILLATED BEND ON TOP CONT FROM FTG. TO TIE -BEAM (TYP.) I 4" CONC SLAB W/.75 LBS. OF FIBRILLATED EMBEDDED / MIN. IN CONC. W/ 2" WASHERS (TYP.) 4 CONC SLAB W/.75 LBS. OF FIBRILLATED OR EQUIVELANT INSTALLED PER MFG. SPECS TYP. () 4" CONC SLAB W1.75 LBS. OF (SEE PLAN FOR LOCATION) PER CUBIC YARD (SEE PLAN FOR LOCATION) FIBER PER CUBIC YARD �f FIBRILLATED FIBER PER CUBIC FIBER FIBER PER CUBIC YARD PER ASTM C-116 OVER I I PER ASTM C-116 OVER v . PER ASTM C-116 OVER YARD PER ASTM C-116 OVER 6 Ah ELEVATION 0'-0" 6 MIL VISQUEEN ELEVATION 0'-0" (REF. ONLY) 6 MIL VISQUEEN Q " d SLAB MAY STEP (SEF FOUNDATION DETAILS) X `` - 6 M!L VISQUEEN R ELEVATION 0'-0" \ MIL VISQUEEN . • __ (REF. ONLY) a (REF. ONLY) -= -=--=----=----' --=- --- -------=--`La.--- --�-------- V ° d ----- 4 ----------- ---•- - FINISHED z SEE FTG. DETAILS- ; I I FOUNDATION PLAN ; FINISHED ; �,, I SEE FTG. DETAILS- FOUNDATION PLAN I ° ° I SEE FTG. DETAILS- I FOUNDATION PLAN SEE FTG. I DETAILS - I GRADE GRADE ,_ i i I i FINISHED N z i FOUNDATION PLAN I 1 I I I L ---------------------------J GRADE '" - I I - 1---------------------------J TYPICAL WALL SECTION 2 TYPICAL WINDOW SECTION 3 TYPICAL INT. BRG. WALL D2 SECTION SCALE"=1 '-0" r4TYPICAL POST SECTION D2 SCALE. 3/4 "=1 '-0" D2 SCALE. 3/4 "=1 '-0" D2 SCALE., J14)=1'-0 ROOF SHINGLES PER 2014 FBC (AND ALL CODES REFERENCED WITHIN) OVER (2) 151 12 FELT UNDERLAYMENT WITH SLOPES OF SEE 1 4:12 OR LESS OR (1) 30j ON SLOPES l ELEV. - GREATER THAN 4:12 SLOPE OVER 7/16" � (NOMINAL) O.S.B. OR PLYWOOD W/ "H" CLIPS AND NAILED PER "SHEATHING 1 NAILING SCHEDULE" 1 I ° I I ° I I ° I ROOF SHINGLES PER 2014 FBC (AND ALL VENTED SOFFIT (SEE ELEVATION) I SIMPSON SP2 EA. FULL ��/ CODES REFERENCED WITHIN) OVER (2) 151 FELT UNDERLAYMENT WITH SLOPES OF 12 SEE STUD TO TOP PLATE 4:12 OR LESS OR (1) 301 ON SLOPES ELEV. DRIP EDGE ON ALUM. FPLUIA OVERMB Ml . R-30 1 SOLATION _` GREATER THAN 4:12 SLOPE OVER 7/16" . (NOMINAL) O.S.B. OR PLYWOOD W/ "H" �: `- (2) 2 x (2) 2"x6" TOP PLATE CUT—� _ TOP PLATES CONT. / CLIPS AND NAILED PER SHEATHING 2'k 6" SUB FASCIA 20" (1) SIMPSON STUD PLATE MIN. (2) 2'z6" STUDS NAILING SCHEDULE" 2'x 6 STUDS 0 16" O.C. WALL W/ TIE OR EQUIVALENT ®EACH SOLID FRAMING AT CORNER PRESSURE TREATED BOTTOM PLATE FULL STUD TRUSS BRG. & DOUBLE TOP PLATES. SECURE BOTTOM PLATE TO FOUNDATION W/ J 1/2" GYP BOARD `� 2"x6" STUDS 0 16" O.C. TYP. / ° (SEE ELEVATION) 1� N. R-30 NSULATION ROOF SHINGLES PER 2014 FBC (AND ALL CODES REFERENCED WITHIN) OVER 1 ANCHOR BOLTS ALONG EXT. WALLS. PROVIDE (1) BOLT MIN. 12" EITHER Ml . R-19 I SULATION 3/4" T&G PLYWOOD GLUED W/ P.T. BOTTOM PLATE &DOUBLE TOP PLATES. SECURE METAL DRIP EDGE ON ALUM. FASCIA OVER PLUMB- f PRE- E GINEERED WOOD TRUSSES 0 24" O.C. (2) FELT UNDERLAYMENT WITH SLOPES OF OF 4:12 OR LESS OR (1) 301 ON SLOPES 12 SEE SIDE OF EXTERIOR OPENING & A MIN. OF (2) BOLTS PER PLATE. AND NAILED W/ 8d NAILS ,� BOTTOM PLATE TO FOUNDATION W/ W/ (1) BOLT MIN. 12" EITHER -r ° ° CUT 2"x6" SUB FASCIA (SEE EXT. ELEV.) 2 20"' O 2x6 GREATER THAN 4:12 SLOPE OVER 7116" (NOMINAL) NOMINAL O.S.B. OR PLYWOOD W ' H ELEV. 6 O.C. EDGE AND FIELD SIDE OF EXTERIOR OPENINGS & ° ° VENTED SOFFIT •� TOP PLATES CONT. » / APPROVED VAPOR BARRIER PER A MIN. OF (2) BOLTS PER PLATE. ° ° APPROVED WATER BARRIER (1) SIMPSON STUD PLATE TIE CLIPS AND NAILED PER SHEATHING MFG. OVER 7/16" (NOMINAL) OR EQUIVV, 0 EA. FULL STUD NAILING SCHEDULE" O.S.B. W/8d, (W/10d-EXPOSURE "C') 7/16" (NOMINAL) PROVIDE FLASHING —� l— BLOCKING AS NEEDED �- - NAILS 0 6'112" .O.S.B. OR PLY WOOD W/8d ° ° 2'x6" S.Y.P. LEDGER AFFIX W/ (2)3/8"x4" LAG (1) SIMPSON STUD PLATE TIE TRUSS BRG. (SEE ELEVATION) R-30 lit TION BLOCKING AS NEEDED 4" MAX O.C. AT EDGES & ° ° & 210 WASHER 0 32 MAX SPACING OR EQUIV. 0 EA. FULL STUD (1) 2"x6" P.T. BOTTOM PLATE (1) SIMPSON STUD PLATE 8" MAX O.C. THRU FIELD 1/2"0 A. B. 0 32" O.C. °-� SIMPSON LU24 OR EQUIV. EA TRUSS TO RAFTER — (1) 2'x6" BOTTOM PLATE . _ METAL DRIP EDGE ON ALUM. FASCIA OVER -� PRE-ErVGINEERED WOOD TRUSSES 0 24" O.C. TIE OR EQUIVALENT 0 EACH (21 " O.C.-EXPOSURE "C') / '`- PLUMB CUT 20" r (2) 2'x6" FULL STUD SIMPSON CS 16 COIL STRAP i- 1/2" GYP. BOARD EMBEDDED 7" MIN. IN CONC. ° 2'x4" S.Y.P. LEDGER AFFIX W/ (2)3/8"x4" LAG 2"X 6" SUB FASCIA TOP PLATES CONT. 36"L. MIN. W/ 36-10d NAILS 0 4'-0" O.C. (TYPICAL) I I 8" C.M.U. FILLED TIE -BEAM W/ 2" WASHER ° ° ° & 2 0 WASHER 0 EA. FLOOR TRUSS � ^� SEE EXT. ELEV. -� ( ) VENTED SOFFIT � STUD PLATE TIESIMPSON OR EQUIVALENT TIE VALENT 0 _ - W/115N TOP CONT. (TYP.) (1) SIMPSON SP1 EA. FULL � BLOCKING AS NEEDED EACH FULL STUD (1) SIMPSON HE-TA20 W/ 10-10d NAILS OR I I STUD TO BOTTOM PLATE ° ° ° ° — SIMPSON CS 16 COIL STRAP TIE 36 L. MIN. W/ 36-IOd NAILS — PRE-ENGINEERD FLUOR ^- 2'x6" STUDS 0 16" O.C. WALL W/ ^- PRE-ENGINEERD FLOOR TRUSSES PER MFG. SPECS EQUIVALENT D EACH FLOOR JOIST _ I 112- GYP. BOARD ON / 1'x2" P.T. FURf�IN6 (1) 2"xfi" P.T. BOTTOM PLATE SIMPSON HTTS OR \ ' 0 MIN. 4'-0" O.C. TYP. C2' 8" TUDS 0 16" O.C. WALL W/ .- TRUSSF PER MFG. SPECS (2) 2"x8" TOP PLATE PRESSURE TREATED BOTTOM PLATE & DOUBLE TOP PLATES. SECURE WITH 3/4" T&G PLYWOOD GLUED AND NAILED W/ Sd 8" C.M.U. MASONRY HORIZONTAL I 016" O.C.�W/R-4.1 PRES8 RE TREATED BOTTOM BOTTOM PLATE TO FOUNDATION W/ VERTICAL GROUTING TYPICAL ' - FOIL INSULATION EQUIVALENT PLATE & DOUBLE TOP PLATES. SECURE (1) SI PSON STUD PLATE TIE ANCHOR BOLTS ALONG EXT. WALLS. NAILS 6" O.C. 0 EDGE AND 115 ROD IN FILLED CELL W/16" (0 SOLID FRAMING LOCATIONS) BOTTOM PLATE TO FOUNDATION W/ OR EQUIV. 0 EA. FULL STUD J PROVIDE (1) BOLT MIN. 12" EITHER 12" O.C. THROUGH FIELD BEND ON TOP CUNT. FROM _ \ ANCHOR BOLTS ALONG EXT. WALLS. BLOCKING AS NEEDED SIDE OF EXTERIOR OPENING & FTG. TO TIE -BM. (TYP.) SEE - 5/8"0 A.8. 'W/ 7" MIN. PROVIDE (1) BOLT MIN, 12" EITHER 1/2" GYP. BOARD A MIN. OF (2) BOLTS PER PLATE PLAN FOR LOCATION I 4 CONC SLAB W/. 15 LBS OF EMBEDMENT INTO CONC.----- THRU CONNECTOR ` SIDE OF EXTERIOR OPENING & A MIN. 0 2 BOLTS PER PLATE. ) (1) SIMPSON STUD PLATE TIE OR EQUIV. 0 EA. FULL STUD > (1) 2x6' P.T. BOTTOM PLATE 15 DOWEL PROJECTING 25" MIN. I FIBRILLATED FIBER PER CUBIC ` ° s ° i (1) 2'x8 P.T. BOTTOM PLATE SIMPSON CS 16 COIL STRAP ELEVATION 0'-0" FINISHED GRADE YARD PER ASTM C-116 OVER 6 MIL VISQUEEN 1/2"0 A.B. 0 32" O.C. ( I" O.C. EXPOSURE "C') EMBEDDED 7" MIN. IN CONC. W/ 2" WASHERS (TYP.)— 4" CONC SLAB W/. 75 LBS. OF FIBRILLATED FIBER PER CUBIC YARD PER ASTM C-116 :: OVER 6 MIL VISQUEEN TIE 24" L. MIN. W/lOd NAILS 0 FULL EACH STUD POST OR WALL BEYOND BEAM OR GIRDER TRUSSES PER MFG. SPECS. ONLY) ° ' a ° v (REF. --------------'---- = 1 I ELEVATION 0'-0' ° _ _ (REFERENCE ONLY) /2 GYP. BOARD 1 " (RE F. ONLY) Q •�� I ° • ° , ° ° ° SEE FTG. DETAILS- ------ --=----II------�L-- _ ' FOUNDATION PLAN 1 i I SEE FTG. DETAILS - = I ___________________; -------- ; FOUNDATION PLAN TYPICAL 2 -STORY WALL SECTION 6 SHEAR -WALL DETAIL '---------------------------J 1 -STORY TO 2 -STORY 8 2 -STORY ON GIRDER 5 D2 SCALE.• 3/4 "=1 '-0" D2 SCALE. 3/4 "=1 '-0" D2 SCALE. 3/4 "=1 '-0" D2 SCALE: 3/4 "=1 '-0" wnn we zvvf rionaa vwaing voae — Kesiaenvoi including the codes referenced therein and with ASCE-7 for an enclosed structure (Int. Pressure Coefficient. +/--0.18) Ultimate Wind Speed V ult= 139 mph Nominal Wind Speed V osd= 108 mph Risk Category = 11 Wind Exposure Classification = B Floor Live Load = 40 psf (min.) Roof Live Load = 20 psf (min.) Design Soil Bearing = 2000 P.S.F. (min.) Wind Loads on Components and Cladding (Shutters/Impact Glass Required): Roof = +16.3 psf; —19.2 psf (Zone 1)/ —39.2 psf (Zone 2)/-65.9psf (Zone 3) Walls = +21.0 psf, • —22.8 psf (Zone 4)/ —28.1 psf (Zone 5) Overhead Doors = +18.4 psf; —20.9 psf (9' Wide)/+1Z7 psf, • —19.7 psf (16' Wide) Daniel Johns, P.E. / 54037 3869 S Nova Rd., Port Orange, FL 32127 O\AVA S %� �' � � gyp, ,�v •��• IIIIl11 REVISED 05/17/17 SANFORD MODEL LOTS #01 & 102, BLOCK 107 HIGHLAND PARK SANFORD FL N0, DATE REVISION Z 03/02/17 FINAL H 05/17/17 PERMIT Q DC Q Z w w �h li7 U �LU © Z C O f- J 0— ® J 00 Qz O � W � s wnn we zvvf rionaa vwaing voae — Kesiaenvoi including the codes referenced therein and with ASCE-7 for an enclosed structure (Int. Pressure Coefficient. +/--0.18) Ultimate Wind Speed V ult= 139 mph Nominal Wind Speed V osd= 108 mph Risk Category = 11 Wind Exposure Classification = B Floor Live Load = 40 psf (min.) Roof Live Load = 20 psf (min.) Design Soil Bearing = 2000 P.S.F. (min.) Wind Loads on Components and Cladding (Shutters/Impact Glass Required): Roof = +16.3 psf; —19.2 psf (Zone 1)/ —39.2 psf (Zone 2)/-65.9psf (Zone 3) Walls = +21.0 psf, • —22.8 psf (Zone 4)/ —28.1 psf (Zone 5) Overhead Doors = +18.4 psf; —20.9 psf (9' Wide)/+1Z7 psf, • —19.7 psf (16' Wide) Daniel Johns, P.E. / 54037 3869 S Nova Rd., Port Orange, FL 32127 O\AVA S %� �' � � gyp, ,�v •��• IIIIl11 REVISED 05/17/17 SANFORD MODEL LOTS #01 & 102, BLOCK 107 HIGHLAND PARK SANFORD FL N0, DATE REVISION 1) 03/02/17 FINAL 2) 05/17/17 PERMIT DRAWN BY: M.S.M. DESIGN BY: M.S.M 12/01/16 DATE: ISSUED FOR PRICING ONLY REVIEW ONLY CONSTRUCTION PLAN NO.: 1646 TYPE: C.M.,U./FRAME GARAGE: RIGHT SHEET NUMBER: D2 OF 7 2nd FLOOR ELECTRICAL PLAN (2) 4/0 ALU INCOMING SERVICE W/ METER (1) 2/0 ALU (1) 14 COPPER ODISCONNECT A/C 200 AMP 2 0 RIGID PANEL CONDUIT ��HEAT 210 RIGID CONDUIT 14 COPPER - TO GROUND GROUND ROD INCOMING SUPPLY PER SERVICE PROVIDERS SPECS To FOUNDATION STEEL ELECTRICAL RISER DIAGRAM SCALE.- N.TS. SCALE 1/4" = 1 '-0" ELECTRICAL SYMBOL KEY = DUPLEX OUTLET = HALF SWITCHED OUTLET = GROUND FAULT DUPLEX OUTLET (�4� = WATERPROOF GROUND FAULT O = 220 VOLT OUTLET = 220 VOLT DISCONNECT = CEILING FIXTURE = PENDANT LIGHT O = FLOOR OUTLET I = EXHAUST FAN 0 = GARBAGE DISPOSAL O = RECESSED CANLIGHT = EYEBALL SPOT = WALL MOUNT FIXTURE = WALL SCONCE = SMOKE ALARM/CO DETECTOR CI = JUNCTION BOX = FLOODLIGHT = SWITCH $3 = THREE-WAY SWITCH lii:] = PANEL = FLUORESCENT FIXTURE = FLUORESCENT SINGLE TUBE = UNDER CABINET FLUORESCENT `X° = CEILING FAN = CEILING FAN W/LIGHT G = PHONE T. V. �] = GARAGE DOOR OPENER 1st FLOOR ELECTRICAL PLAN SCALE 1/4" = 1'-0" kb DATE Z 1) H FINAL 2) 05/17/17 �Q_j f " � LLJ o Ln V �h Q d ONLU CSl Q H Y'_ Z \D d' 00 O Z Q w go H w � [ i `♦elf U This structure has been designed in accordance with the 2014 Florida Building Code — Residential including the codes referenced therein and with ASCE-7 for an enclosed structure (Int. Pressure Coefficient. +/-0.18) Ultimate Wind Speed V ult= 139 mph Nominal Wind Speed V asd= 108 mph Risk Category = 11 Wind Exposure Classification = B Floor Live Load = 40 psf (min.) Roof Live Load = 20 psf (min.) Design Soil Bearing = 2000 P.S.F. (min.) Wind Loads on Components and Cladding (Shutters/Impact Glass Required): Roof = +16.J psf; —19.2 psf (Zone 1)/ —39.2 psf (Zone 2)/-65.9psf (Zone J) Walls = +21.0 psf; —22.8 psf (Zone 4)/ —28.1 psf (Zone 5) Overhead Doors = +18.4 psf; —20.9 psf (9' Wide)/+ I Z7 psf; —19.7 psf (16' Wide) Daniel Johns, P.E. j 54037 J869 S. Nova Rd., Port Orange, FL J2127 0,,t1�Ittltf � Z ? r� RO F E SS`s I REVISED 05/17/17 SANFORD MODEL LOTS 101 & 102, BLOCK 107 HIGHLAND PARK SANFORD FL NO. DATE REVISION 1) 03/02/17 FINAL 2) 05/17/17 PERMIT DRAWN BY: M.S.M. DESIGN BY: M.S.M DATE: 12/01/16 ISSUED FOR : PRICING ONLY REVIEW ONLY ® CONSTRUCTION PLAN NO.: 1 646 TYPE: C.M.U./FRAME GARAGE: RIGHT SHEET NUMBER: El OF 7