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1. <br />d <br />140 WINDSPEED CHARTS <br />2020 FL - C & C Pressures (ASD) BASED UPON 10 SOFT AREA <br />Roof Pressures <br />Wall Pressures <br />Gable Roof Pressures <br />I Hip Roof Pressures <br />Zone 1 <br />1 Zone 2 <br />Zone 3 <br />1 Zone 1 <br />Zone 2 <br />Zone 3 <br />Zone 4 <br />Zone 5 <br />1 <br />19.1 -36.4 <br />N/A N/A <br />19.1 -47.3 <br />19.1 -34.2 <br />N/A N/A <br />19.1 -47.3 <br />25.7 .27.7 <br />25.7 1 -34.2 <br />Zone 2e I Zone 3e <br />38.2 -83.7 19.1 -58.1 <br />Zone 2n Zone 3r <br />19.1 1 -5&1 19.1 -69.0 <br />Zone 2r <br />W7 I -1MA <br />Components and Cladding Pressures (ASD) - 2020 FL <br />Positive Ne ve <br />Wld%h Height Effective Pressure Pressure <br />D"Motion Zone M (ft1 Area fti 1Rl illm <br />16070 OHGD <br />--- <br />16 <br />7 <br />112 <br />25.1 <br />-28.0 <br />8070 OHGD <br />--- <br />8 <br />8 <br />64 <br />25.1 <br />-28.0 <br />3068 DOOR <br />4 <br />3 <br />6.67 <br />20.0 <br />24.4 <br />-26.6 <br />30M DOOR <br />END <br />3 <br />8 <br />24.0 <br />24.2 <br />-31.5 <br />255H <br />4 <br />3 <br />5.25 <br />15.8 <br />25.0 <br />-27.1 <br />255H <br />END <br />3 <br />5.25 <br />15.8 <br />25.0 <br />-32.9 <br />60805GD <br />4 <br />6 <br />8 <br />48.0 <br />23.1 <br />-25.2 <br />2868 DOOR <br />4 <br />2.67 <br />6.67 <br />17.8 <br />24.7 <br />-26.9 <br />3068 w/3010 TR <br />4 <br />3 <br />8 <br />24.0 <br />24.2 <br />-26.4 <br />Zone 2e Zone 3e <br />19.1 -47.3 N/A N/A <br />Zone 2n 1 Zone 3r <br />N/A I N/A N/A I N/A <br />Zone 2r <br />19.1 -47.3 <br />PRECAST LINTEL GRAVITY LOAD TABLE A2 <br />LOADS LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS: <br />CAST-CRETE, LOWS CONCRETE, QUALITY PRECAST CO. <br />MAXIMUMLOADIPIF) <br />APPROX. <br />LINTELLENGT3 <br />MAX.CUAR <br />OPENING <br />TYPEA <br />rUNTEL <br />rTYPE 8 <br />8-TYPEC <br />IY TYPE <br />17TYPEC <br />14"TYPEB' <br />14"TYPE[" <br />16"TYPEB <br />16"TYPEC <br />20'TYPE11 <br />Nr TYPEC <br />24"TYPE8 <br />24"TYPE C <br />2rTYPED <br />2r TYPEC <br />3YTYPE5 <br />32'TYPEC <br />2'10' <br />1.1. <br />2231 <br />3069 <br />3719 <br />3280 <br />5163 <br />66D7 <br />8054 <br />95M <br />1000D <br />3069 <br />46M <br />5206 <br />6113 <br />7547 <br />8974 <br />50000 <br />10000 <br />TV <br />22" <br />2231 <br />3069 <br />3719 <br />3280 <br />S163 <br />6607 <br />8054 <br />95M <br />w00D <br />we <br />4605 <br />S206 <br />6113 <br />7547 <br />W74 <br />10000 <br />MM <br />4'0" <br />219* <br />im <br />2561 <br />Z751 <br />3290 <br />3820 <br />4890 <br />5%I <br />7034 <br />81M <br />2561 <br />4605 <br />5206 <br />6113 <br />7547 <br />9974 <br />10000 <br />]DOm <br />4'6" <br />3'2" <br />1343 <br />IM <br />2130 <br />2992 <br />2931 <br />3756 <br />4576 <br />54M <br />6224 <br />1959 <br />4375 <br />1 5206 <br />6113 <br />7019 <br />8672 <br />loom <br />IOOOD <br />4'B" <br />Ire" <br />1217 <br />1349 <br />1438 <br />1716 <br />1999 <br />25M <br />3132 <br />36% <br />4249 <br />1349 <br />3090 <br />4567 <br />5365 <br />4766 <br />5817 <br />7074 <br />82M <br />94" <br />4! 0' <br />10116 <br />IM <br />1438 <br />1716 <br />1999 <br />2560 <br />3132 <br />3686 <br />4649 <br />Be <br />3090 <br />4567 <br />Sm <br />4766 <br />5817 <br />7074 <br />82M <br />S'IV <br />4'6" <br />860 <br />1105 <br />1173 <br />16W <br />1631 <br />2090 <br />Z549 <br />3D19 <br />3470 <br />1105 <br />2622 <br />4242 <br />4360 <br />3942 <br />4889 <br />5827 <br />6662 <br />86" <br />S2" <br />710 <br />1232 <br />2177 <br />3738 <br />3490 <br />3031 <br />3707 <br />4383 <br />5061 <br />1232 <br />2177 <br />Z739 <br />3480 <br />5381 <br />9360 <br />R625 <br />75M <br />7 6" <br />6 2" <br />570 <br />991 <br />1729 <br />2108 <br />1632 <br />2205 <br />2699 <br />3191 <br />3685 <br />991 <br />1729 <br />2tr41 <br />2 332 <br />3fl% <br />S661 <br />4742 <br />SSM <br />94' <br />70' <br />488 <br />699 <br />1160 <br />1S16 <br />1626 <br />2564 <br />34M <br />2818 <br />3302 <br />599 <br />1245 <br />1516 <br />]843 <br />2564 <br />3436 <br />2964 <br />3397 <br />94" <br />80" <br />416 <br />699 <br />1160 <br />N/A <br />1625 <br />2564 <br />3486 <br />2918 <br />3302 <br />09 <br />12A5 <br />N/A <br />1943 <br />ISM <br />3486 <br />2964 <br />3387 <br />1016' <br />91r <br />3% <br />535 <br />B90 <br />N/A <br />1347 <br />2093 <br />2Tn <br />2163 <br />25M <br />535 <br />1054 <br />N/A <br />1533 <br />2093 <br />2781 <br />2259 <br />2615 <br />11'4' <br />10P <br />315 <br />567 <br />89D <br />N/A <br />1366 <br />1B46 <br />2423 <br />3127 <br />4006 <br />567 <br />945 <br />N/A <br />1366 <br />1846 <br />2423 <br />3127 <br />4005 <br />12'0' <br />1Or <br />292 <br />SZ5 <br />873 <br />N/A <br />1254 <br />1684 <br />2193 <br />2915 <br />3552 <br />525 <br />973 <br />N/A <br />1254 <br />1684 <br />2193 <br />2905 <br />3S52 <br />12'6' <br />ill <br />277 <br />471 <br />755 <br />N/A <br />1075 <br />1428 <br />1838 <br />2316 <br />2883 <br />471 <br />755 <br />N/A <br />1075 <br />1428 <br />1838 <br />2316 <br />2983 <br />13'4' <br />177 <br />155 <br />471 <br />755 <br />N/A <br />LOTS <br />1428 <br />1838 <br />2316 <br />2535 <br />471 <br />755 <br />N/A <br />1075 <br />1428 <br />1838 <br />2316 <br />200 <br />14' 0' <br />1219, <br />239 <br />424 <br />706 <br />N/A <br />1002 <br />1325 <br />1697 <br />2127 <br />2273 <br />424 <br />705 <br />N/A <br />2002 <br />1328 <br />1697 <br />2127 <br />263D <br />14'r <br />IT 4" <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />711' <br />N/A <br />1234' <br />1421• <br />1779- <br />2188- <br />211- <br />15'4' <br />INIr <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />71V <br />N/A <br />1160• <br />1331- <br />I660' <br />2QR• <br />2459' <br />174- <br />19W <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />NIX <br />N/A <br />N/A <br />N/A <br />N/A <br />SIB' <br />N/A <br />952• <br />ISII• <br />1379• <br />1wr <br />194' <br />180" <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N A <br />N/A <br />420- <br />N/A <br />750' <br />960' <br />1177• <br />]676' <br />MO' <br />is <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />4:N/A <br />N/A <br />N/A <br />340• <br />N A <br />58r <br />845• <br />1114' <br />146r <br />24, 0" <br />27 r <br />N/A <br />N/A <br />NIA <br />N/A <br />NIA <br />N/A <br />N/A <br />N/A250• <br />N/A <br />450- <br />65W <br />'8w <br />. <br />Type A=Unfilled no Reber, Type B- Continuous Grout, Steel per Plan in Bond Beam Only; Type C-Condr ous Groul,5teel per plan In Bond <br />Bearn & Untel <br />LEGEND <br />Q <br />8x8 FILLED CELL W/ (1) - #5 REBAR <br />- • - - • - <br />BEAMS <br />f8-T-71 <br />SRO FILLED CELL W/ (1) - #7 REBAR <br />Bids FILLED CELL W/ NO REBAR REOD <br />- _ <br />------- <br />------------- <br />HEADER - WIDTH TO MATCH WALL <br />GIRDERS <br />PLUMBING WALLS (FOR REFERENCE) <br />® <br />❑© <br />45• CMU -FILL CELLS W/ #5 REBAR-------- <br />12X12 FILLED CELL W/ #4 REBAR <br />ON WALL) <br />12X12 FILLED CELL W/ #4 REBAR <br />ON COLUMN) <br />® <br />® <br />; <br />BEARING/SHEAR WALLS (FOR REFERENCE) <br />ROOF BLOCKING <br />BALLOON FRAMED <br />WALLSMIGHER BEARING WALLS <br />CONCRETETIE BEAMS <br />9fY <br />ELEVATION INDICATOR <br />DETAIL INDICATOR <br />® <br />PLUMBING PENETRATION FOR <br />FRAMING LAYOUT <br />Hpq g� <br />OPEN s12E <br />LINTEL OR WOOD HOR DESIGNATION <br />(ALL WOOD HDR'S TO BE (2) PLY U.N.O.) <br />,( )-- <br />BRACED WALL LINE <br />ABBREVIATIONS: <br />AS <br />ANCHOR BOLT <br />EA <br />EACH <br />INT <br />INTERIOR <br />AFF <br />ABOVE FINISHED FLOOR <br />ELEV <br />ELEVATION <br />JST <br />JOIST <br />ALT <br />ALTERNATE <br />EMBED <br />EMBEDMENT <br />MAX <br />MAXIMUM <br />APPROX <br />APPROXIMATE <br />EN <br />EDGE NAILING <br />MFR <br />MANUFACTURER <br />ARCH <br />ARCHITECT)ARCHITECTURAL <br />ED <br />EOUAL <br />MIN <br />MINIMUM <br />ATR <br />ALL THREADED ROD <br />ES <br />EACH SIDE <br />MISC <br />MISCELLANEOUS <br />BILK <br />BLOCK <br />EW <br />EACH WAY <br />MO <br />MASONRY OPENING <br />0 <br />BLOCKING <br />EXP <br />EXPANSION <br />NOM <br />NOMINAL <br />SOF <br />BOTTOM OF FOOTING <br />EXT <br />EXTERIOR <br />NTS <br />NOT TO SCALE <br />BOT <br />BOTTOM <br />FD <br />FLOOR DRAIN <br />OC <br />ON CENTER <br />SRO <br />BEARING <br />FDN <br />FOUNDATION <br />OPNO <br />OPENING <br />BTWN <br />BETWEEN <br />FIN <br />FINISH <br />OPP <br />OPPOSITE <br />CANT <br />CANTILEVER <br />FLR <br />FLOOR <br />PEN <br />PLYWOOD EDGE NAILING <br />CL <br />CENTERLINE <br />FN <br />FIELD NAILING <br />PLYWO <br />PLYWOOD <br />CIP <br />CAST IN PLACE <br />FT <br />FOOT / FEET <br />RENF <br />REINFORCING/REINFORCEMENT <br />CJ <br />CONTROL JOINT <br />GALV <br />GALVANIZED <br />REOD <br />REWIRED <br />CLR <br />CLEAR <br />GDR <br />GIRDER <br />RID <br />ROUGH OPENING <br />CMU <br />CONCRETE MASONRY UNIT <br />GRID <br />GRADE <br />Sc <br />STUD COLUMN <br />COL <br />COLUMN <br />GWB <br />GYPSUM WALL BOARD <br />SHrG <br />SHEATHING <br />CONC <br />CONCRETE <br />GYP <br />GYPSUM <br />SIM <br />SIMILAR <br />CONT <br />CONTINUOUS <br />HO <br />HOLD DOWN <br />SP <br />SOUTHERN PINE #2 OR BETTER <br />DBL <br />DOUBLE <br />HDR <br />HEADER <br />SPF <br />SPRUCE PIR FIR #1/#2 OR BETTER <br />CIA <br />DIAMETER <br />ILO <br />IN LIEU OF <br />TYP <br />TYPICAL <br />DWG <br />DRAWING <br />IN <br />INCH <br />UNO <br />UNLESS NOTE) OTHERWISE <br />T% Fieldstone <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERING: <br />29349 G <br />E3 IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />■ BENJAMIN NIESE, PE <br />P.E.# 86025 <br />02/12/2024 <br />DATE <br />_ No.8 <br />I <br />i <br />25ell <br />o,=,tee-�:a <br />;Val_ .€igaa <br />j. <br />lu <br />gga �s��s� ys�s <br />�TST11�T.F�^b 6i 8>fEsS <br />Michigan <br />3400 Auburn Rd <br />Suite 200 <br />Auburn Hills, MI 48326 <br />+1 248.622.4035 <br />Florida <br />12806 Tampa Oaks Blvd. <br />Suite 150 <br />Tampa, Fl- 33637 <br />+1 813.488.3310 <br />www.fleh*weae.com <br />I <br />0 <br />0 <br />CM <br />E <br />M LU Lf) <br />Z <br />0 <br />°gQ <br />N <br />J Fr <br />J < <br />0 <br />o <br />cIf <br />U <br />�2 <br />ogg Of 0_ <br />7S n) N C')01 <br />r <br />L _ <br />D VYN BY: I FAE <br />VERSION: 5.0 <br />40 <br />S OF <br />. A�ORIifill <br />DP'. <br />REFERENCE <br />CHARTS <br />SHEET # <br />S5.1 <br />