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Home My WebLink AboutPLANS• b Scope of Work Work consists of structural modifications to existing residence at 253 Marin Q Lsl , Fort Pierce In addition, one sliding glass door is being added and two w �y are being mSlled $ �k t•' I$ $ ( — : �_ _� _._ _ _ ,____. _.. Per Florida Budding Code R301.5 live load imattic without st age is 10 P per R301.6 the roof live load is 20 PSF. ) -•V _ � � DESIGN CRITERIA it I T F T -,._, _., Plans are prepared to Florida Building Code Sixth Edition 2 17 and 2014 NEC Wind speed 165 mph Vult Pi CFl f"Y 00 I a 1 Exposure C w �`Qs�l'i-,' Building is "Enclosed" ,p�i Internal Pressure+/-.18 ;� - L rdPGI I� l rb 2�crv 2 : - Y__ _ _ _ L Building Category ][ C l r r, - •, `., \, ,� hr., N % f.. "___ ___....__^_____.._____._ -_ _.,.. __.__„ ...-....._ __-_,_.__..-.___.__�_�_. - Importance Facto. "t" L� �L•I ! 1' .,:w�' ,�__�!-``,, • �; -.... '� :'�: /' Existing Building Modification % �A F,; �,„.�, __ __- � � . ,'. � ,, •., � �,, `. �"•. � �. j,1=�}:' ' �, Work consists of a level two modification to an existing building. Smoke detectors � de o -, f -- — • --- ` ' - ,:' � � /' /l I�`T'ilJ� �7� � �,U �:7`-� o be provide inside each bedroom and within ten feet of the outs' f each L.._- _..�:_ are t '.I _-----____-��-�------`! �----=-_------ � � bedroom door Interconnection of smoke detectors is not required. ..'�-'iU j�,l�VLl-.�.1� General Notes IL?l. -_-_-- - ' ;' .r ' All work to be performed by licensed, insuredcontractors in accordance with all 'Y� b applicable codes and ordinances. General Contractor to Feld verify all dimensions and conditions and to notify �) -,.�ia-f'; Architect of discrepancies before proceeding. �1 b - --- - •�(� � F"0� %,� �� °'�.L�,i/1 � 4�� , General Contractor to visit site and verify all aspects of construction.to General Contractor to obtain all permits and pay al l fees required for construction. Remove ex/sting masonry beams as indicated and provide new LVL beams as �� i indicated. R P.I Provide new slab as indicated in family room area. Pour appx 4" 2500 psi minimum i -- slab above exiting concrete to level family room with remaining interior. Bathroom window infill See attached detail for infillin" bathroom windows. Verify existence of exhaust fans or provide new. o y Sunroom Floor Infill 9 Provide 2500 PSI concrete (minimum) at exiting sunroonl to make floor level with remaining interior. F 1 o1 4 " - r'"' Swrroo na Roof o f Framing a Bottom chord of existing roof trusses was removed without a permit. New 2x6 roof rafters are to be sisteredto existing remaining trusses to recreate the bottom chord, { i fj" • 2" x 1 /4 LVL was added at heel of truss to provide shear resistance at limited heels WE® FC)B of modified trusses „4 XTERIOR DOOR NOA Mark Size Type Manf Model Design Pressures NOA' Required Provided 1) 1.09.75 x 78.75 XXX SGD PGT 5570/2770 +38.08/-48.02 +601-60 17-0420.06 4/144021 Note: Exterior door replaces two exiting windows. Provide filled 8" CMU cells with (1.) 95 bar on edge of new ogning as indicated. Drill and gn# 95 bar " into exiting slab and tie beam tt ', JQVIE pp .' X,0E (COMPLIANCE At interior masonry bearing - provide 2x4 "leg" from new 2x6 bottom chord to top h -1 ' ��LUCIE COU T chord. Provide 12" 2x4 "scab" to join 2x6 bottom chord and 2x4 "leg". Provide (4) N `� ' 10d nails (minimum) at "scab" to 2x6 bottom chord, "scab" to 2x4 "leg" and "leg" to H BOCC existing Cop chord. _ j•- - , -�ri� - - _.___. .._ .._. _�1•R j- _ /lin foot load (1) rn LVL IIoad 15' o roof o LVLIM" x 11 7/8" 20'span arri s 240 bslin foot (4) provides 960lbs per ms ineal foot sses. Remove existing masonry beam. Rep e wi ) 1 4" x 11 7/8" LVL beams, "- Provide (4) MSTAM 24 Simpson strap ties with (5) %4" x ] '/4 tapca3s each strap into masonry tie beam, and (9) 1 Od nails into LVL at existing masonry wall. �I Provide (1) 2x6 at east side of beam. Anchor (3) 2x6 to slab with Simspon IATT5 �d with a 5/8" expansion anchor and 26 l6d x 2 /e" nails. Triple 2x6 column to be SimpsontL US226 buckets to attach (ex sting roof trusses to LVL IOd nails. Provide O O p O I'I terior earn B2 �C Beam B2 load 14.5 feet of roof load at 45 PSF = 652 lbs/lineal foot. i LVL 1 carries al Shore ro perUinea4l foot'o 12 1st?r' masonry8 eab1lineepf� et (3) p(ovides 1149 Ibs RRR� U LVL beams. Attach beams to masonry with Simpson FGTR anchors with (2) t/2" x ry 5" Titen anchors at CMU and (18) '/4" x 3" SDS screws. I 1 IM I`U Low Slope Roof ' Provide Polglass USA modified bitumen roof as indicated. FBC FL 1654-R24 Rc x. � c�a Gir Pt7L� } . �Q L®aaTables14 AllowLoad (PLF) a Fps 4 dP lL o' ro c o _ 4 -n (D mo 1 9a8 1 27d -1- 297. I ` � 4 3 FACTOR RESISTANCE TABLE L(9ourmsPER UI�enLFaor) St. LI I� nLlt�('�� 31ODFb-2.OE West Fraser'" LVL - FLOOR or ROOF (Standard Term) cn; ONE - 1 %" X 11'/W' DEFLECTION, ALLOWABLE TOTAL LOAD- L/I80 L/240 L/3B0 R O%N SNO%W NON SNOW 4725 3544 2363 1964 2259 2455 3228 2421 1614 1569 1804 1961 2289 1716 1144 1201 1381 1501 1674 1256 837 949. 1091 1166 1258 943 629 769 884 951 967 725 484 635 731 794 758 569 379 534 614 667 605 454 302 .455 523 569 490 367. 245 392 451 490 402 301 201. 342. 393 427 334 250 167 300 345' 375 280 210 140 266 306 332 237 .478 119 273 297 -. 203 152 101 213 245 266 174 131 87 192 221 240 ONE 19'a X14 DEFLECTION LC ALLOWABLE TOTAL LAU .. L/ifl0 .L/240 L�BfiO FLOWN SNOW NON SNOW 6945 5209 3473 2539 2920 3174 4846 3634 2423 1995 2294 2494 3491. 2618 1746 1639 1885. 2049 2586 1939 1293 1295 1489 1619 1961 1471 981 1049 1206 1311 1519 1139 750 B67 997 1084 1198 899 599 728 836 911 961 720 480 621 714 776' 781 506 390 535 615 669. 843 482 321 466 536 583 535 401 268 410 471 512 450 338 225 363 417 454- 382 286 191 324 372 405 327 .245 163 291 334. 363 282 211 141 262 302 328 13/4 1N DTH Span (ft) Depth 5 112' 7-114' 9-0/4 9-112" 11-112" 11-718' 14" 16" l8" 24" " Unfactored Load(LL) U360 305 660 1263 1353 2186 2363 Unfactored Load (TL) U240 455 986 _ 6 Factored Total Load 916 1337 1802 1863 2391 2496 3145 3843 4645 7966. Min. End / Int. Bearin in 1.513.8 2.5/6.4 3.518.7 3.6/9.0 4,6111.5 4,8112.0 61115 1 7.4118 5 8.9122.4 15 31383 Unfactored Load (LL)U360 197 43 8840 903 1488 1614. 2423 Unfactored Load (To U240 292 643 1256 1349 7 Factored Total Load 672 1115 1488 1537 1952 2035 2531 3052 3633 5866 Min. End / Int. Bearingin 4.513.5 2.215.5 3.318.4 3.5/e.6 4.4111.0 4,6111.4 5.7114.2 6.9/17 1 8.2/20.4 13.2132.9 Unfactored Load (LL) U360 134 296 55 6 1052 1 44 174 2423 Unfactored Load (TO U240 198 440 872 939 1572 1711 8 Factored Total Load 514 867 1268 1308 1649 1717 2117 2530 2983 4642 Min, End / let. Bearingin 1,513.5 1.9M.8 3.017.6 3.2/7.9 4.2110.6 4,4111.0 5.4/13.6 6,5116.2 7.7/19.1 11.9/29.8 Unfactored Load(LO U360 95 211 22 454 768 837 1293 1916 4 Unfactored Load (TO 11240 140 313. 628 677 1146 1250 9 Factored Total Load 406 684 1086 1139 1428 1484 1820 2161 2529 3839 Min. End I LBearin In 1.513,5 1,714.2. 2X6.7 2,917.1 4,1/10.1 4.3110.7 5.3113.1 '6.2115.6 7,3118.3 11.1/27,7 Unfactored Load ILLU360 70 156 313. 33B 576 629 981 1390 18 3 Unfactored Load (TL) U240 102 230 465 502 858 938 1464 10 Factored Total Load 328 554 878 924 1258 1307 1595 1885 2195 3273' Min. End/lot. Bearin in 1.513.5 1.5/3.8 2.416.0 2.5/6.3 3,6/9.1 3.9/M 5,1/12.8 6.1115.1 7.0/1T6. 10.5/26.3 Unfactored Load (LL)D36B 118 239 25 442 464 750 10H5 1473 Unfactored Load (it) U240 174 354 382 658 719 1132 1619 11 Factored Total Load 457 725 763 1095 1164 1420 1672 1939 2852' Min. End/lot Bearin in 1.5/3.5 2,215.5 2.315.8 3.3/8.3 3.518.8 48112.0 5.9/14.8 6.8117.1 10.1125.2 Unfactored Load (Lq U360 92 186 Z01 346 379 599 861 1176 .2423 Unfactored Load (Tq U240 134 275. 297 514 563 892 1283 12 Factored Total Load 383 609 640 919 977 1279 1501 1736 2526 Min. End/Int. Bearin in 1.513.5 2.015.0 2,115.3 .3.0/7.6 3.218.1 4.4111,0 5,7114.2 6,7116.7 9724.3 t Ik ioT ' N�I /9� 'Ck/33I rl,rml I