Laserfiche WebLink
LEGEND <br />8x8 FILLED CELL W1 (1) #5 REBAR <br />BEAMS <br />8x8 FILLED CELL W1 (1) #7 REBAR <br />HEADER - WIDTH TO MATCH WALL <br />8XB FILLED CELL W/ NO REBAR REGO ------------- <br />GIRDERS <br />PLUMBING WALLS (FOR REFERENCE) <br />46'CMU - FILL CELLS W1 #5 REBAR <br />--- <br />BEARING/SHEAR WALLS (FOR REFERENCE) <br />ROOF BLOCKING <br />Ztl 2 FILLED CELL W1 #4 REBAR <br />IN WALL) <br />BALLOON FRAMED <br />1,2xl2 FILLED CELL W1 #4 REBAR <br />( N COLUMN) <br />WALLSMIGHER BEARING WALLS <br />CONCRETE TIE BEAMS <br />Ea. ) <br />ELEVATION INDICATOR <br />DETAIL INDICATOR <br />PLUMBING PENETRATION FOR <br />FRAMING LAYOUT <br />OPEN SIZE <br />LINTEL OR WOOD HOF DESIGNATION <br />(ALL WOOD HORS 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 />ELEVAT10N <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 />MEE <br />MANUFACTURER <br />ARCH <br />ARCHITECTARCHITECTURAL <br />EQ <br />EQUAL <br />MIN <br />MINIMUM <br />ATR <br />ALL THREADED ROD <br />ES <br />EACH SIDE <br />MISC <br />MISCELLANEOUS <br />BLK <br />BLOCK <br />EW <br />EACH WAY <br />Mo <br />MASONRYOPENING <br />BLKG <br />BL0CKJNG <br />EXP <br />EXPANSION <br />NOM <br />NOMINAL <br />BOF <br />BOTTOM OF FOOTING <br />EXT <br />EXTERIOR <br />NTS <br />NOT TO SCALE <br />BOT <br />BOTTOM <br />ED <br />FLOOR DRAIN <br />Oc <br />ON CENTER <br />BRG <br />BEARING <br />FDN <br />FOUNDATION <br />OPNG <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 />CIL <br />CENTERLINE <br />FN <br />FIELD NAILING <br />PLYWD <br />PLYWOOD <br />CIP <br />CAST IN PLACE <br />FT <br />FOOT / FEET <br />REINIF <br />REINFORCING/REINFORCEMENT <br />Ci <br />CONTROL JOINT <br />GALV <br />GALVANIZED <br />REOD <br />REQUIRED <br />CLR <br />CLEAR <br />GDR <br />GIRDER <br />80 <br />ROUGH OPENING <br />CMU <br />CONCRETE MASONRY UNIT <br />GRID <br />GRADE <br />SC <br />STUD COLUMN <br />COIL <br />COLUMN <br />GWB <br />GYPSUM WALL BOARD <br />SHTG <br />SHEATHING <br />CONIC <br />CONCRETE <br />GYP <br />GYPSUM <br />Sim <br />SIMILAR <br />CONT <br />CONTINUOUS <br />HD <br />HOLD DOWN <br />SP <br />SOUTHERN PINE #2 OR BETTER <br />DEL <br />DOUBLE <br />HOF <br />HEADER <br />SPF <br />SPRUCE PIR FIR #142 OR BETTER <br />DIA <br />DIAMETER <br />11-0 <br />IN LIEU OF <br />TYP <br />TYPICAL <br />DWG <br />DRAWING <br />I IN <br />INCH <br />JUNO <br />UNLESS NOTED OTHERWISE <br />140 WINDSPEED CHARTS <br />2020 FL - C & C Pressures (ASO) BASED UPON 10 SQFT AREA <br />Roof Pressures Wall Pressures <br />Gable Roof Pressures Hip Roof Pressures <br />Zone I Zone 2 Zone 3 Zone 2 1 Zone 3 Zonr Zone s <br />21.1 1 -40.2 _ N/A N/A 1.1 1 -52.2 2IAZoje L37.8 N/A I N�/A 21A 1 -52.2 28.3 -30.6 28.3 1 -3-78 <br />jonr Le _ _ Zone 3e Zone 2 � Zone 3e - <br />2 '2." 7 <br />1.3 [ _7, <br />21.1 1 -52.2 1 N/A I N/A <br />Zone 2n Zone 3r Zone 2n I 7one1r <br />Zone Zr <br />Components and aadding Pressures [ASD) - 2111120 Fl. <br />Poative Wq:�6dv-e <br />Width l4eight Effective Pressure Pre�ure <br />Descriplion Zone im ArealftZl JRLQ 12sn <br />16U700HGD <br />--- <br />16 <br />7 <br />112 <br />24.0 <br />-26.8 <br />80700HGD <br />-- <br />a <br />a <br />64 <br />24.0 <br />-26.8 <br />30M DOD <br />4 <br />3 <br />8 <br />24.0 <br />26.8 <br />-29.1 <br />3069 w/3D10 TR <br />4 <br />3 <br />a <br />24.0 <br />26.8 <br />-29.1 <br />25SH <br />4 <br />3 <br />5.25 <br />is's <br />27.S <br />-29.9 <br />25SH <br />ENDS <br />3 <br />5,25 <br />is's <br />27.S <br />-36.3 <br />34SH <br />4 <br />45 <br />4.25 <br />19.1 <br />77.1 <br />-29.5 1 <br />2668 DOD <br />4 <br />2.5 <br />&67 - <br />_16.7 <br />27.41-219.18 <br />6068 DOOR <br />4 <br />6 <br />6.67 <br />4110 <br />25.9 <br />-21111.2 <br />6068 SGID <br />4 <br />6 <br />r.67 <br />T 45.5 <br />25.9 <br />-211.2 <br />3050SH <br />4 <br />3 <br />1 5 <br />1 1&0 <br />27.6 <br />.3111.0 <br />30505H <br />END 5 <br />3 <br />1 5 <br />1 1&0 <br />27.6. <br />-36.5 <br />2440SH <br />4 <br />Z33 <br />1 4 <br />1 9.3 <br />2L3 <br />-30.6 <br />FASTENERS <br />ALLOWABLE LOADS <br />CONNECTOR <br />CITY <br />TYPE <br />GRAVI' 1upuFrowe, <br />lbs) a 1.0 <br />16 <br />LATERAL <br />(lbs) @ 1.6 <br />META16 <br />a <br />0.14rXl-W' <br />1450 <br />FI: 340 <br />F2: 770 <br />HETAIS <br />9 <br />0.145".1-la" <br />11110 <br />FI:340 <br />F2 770 <br />(2) META16 <br />0 I -ply <br />10 <br />FI�600 <br />F2: 770 <br />(2) META16 <br />A 2- or 3-dw <br />14 <br />O.lU-x3-IP- <br />179S <br />FI: 1285 <br />FZ: 1090 <br />(21HETA16 <br />a I-piv <br />10 1 <br />0.24rxl- <br />1920 <br />FI: 680 <br />_ .6 <br />1`0770 <br />(2) HETA16 <br />or_ <br />12 <br />1116rx3-la' <br />2365 <br />VF� <br />pi <br />FI: 35-D <br />I _ <br />F2: 430 <br />HSTM16 <br />8 <br />6.14F.Ti/F <br />1110 <br />FI: 120 <br />F2: 90 <br />. . <br />4 <br />1/4-xl-3/4- CONIC SCREW <br />L U W <br />LGUM28-2 <br />31r x 4-11TEN NO <br />8250 <br />2435 <br />6 <br />6 <br />1/4". 2 1/2"SOS SCREW <br />MSTC28 <br />36 <br />"4rx3l/4" <br />3460 <br />MTS12 <br />14 <br />0.148'.1-1/2' <br />- <br />9w <br />2 MTS12 <br />- <br />- <br />1980 <br />MTS16 1 <br />14 <br />0.148".1-In" <br />990 <br />HU210-2 <br />16 <br />4: x 2 3/4"CONC SCREW <br />3SOO <br />law <br />LOL <br />0.14Wx3* <br />HTS16 <br />32 <br />D.148-.1-In' <br />2,890 <br />121 HT516 <br />16 <br />0.14rXl-ln* <br />1310 <br />HTS20 <br />24 <br />01.1411*4-la" <br />1310 <br />LSTA12 <br />W <br />0.14lrX2-1/2" <br />925 <br />LSTA18 <br />14 <br />0,148'.2-1/2' <br />1235 <br />LSTA30 <br />22 <br />0148".2-la" <br />1640 <br />MSTA24 <br />is <br />0. 148- X 2 1/2' <br />1.640 <br />(2) MSTA24 <br />36 <br />0. 149- X 2 1/2- <br />3280 <br />MSrA36 <br />26 <br />0. 148" X 2 112' <br />2.050 <br />(2)MSTA36 <br />52 <br />0.148-X21/2- <br />4,100 <br />MSTA30 <br />22 <br />O.WX2-In" <br />2050 <br />MSTC28 <br />36 <br />0.14r.31/4' <br />3A60 <br />MSTC52 <br />62 <br />0.148"KII-1/4' <br />473S <br />MSTAM24 <br />9 <br />0.148"X3" <br />1,425 <br />5 <br />I/r X 2 1/4* <br />MSTAM36 <br />13 <br />0.1411' X 3" <br />1.870 <br />a <br />1/4-X21/4' <br />(2) MSTAM36 <br />26 <br />16 <br />0.148"X 3" <br />Vr X 2 1/4" <br />37 <br />MSTCM40 <br />10 <br />114"A2-114- CONC SCREW <br />2800 <br />14 <br />0. 14r.3-1/4' <br />MGT <br />22 <br />0.148N]3" <br />3965 <br />FI 77S <br />F2:52S <br />I <br />SIS'ATR <br />HGT-3 <br />16 <br />0.148N]l' <br />10,790 <br />-- <br />2 <br />3/4- ATR <br />VGTR <br />VGTR or L <br />rV-G <br />1 <br />,A. ATR <br />2225 <br />Fl: 650 <br />-F-2-6-3-01 <br />16 <br />114-.r SOS <br />- VGrR/L <br />2 <br />Sill" ATR <br />5545 <br />FI:650 <br />F2:630 <br />32 <br />1/41-0- SIDS <br />T <br />I <br />SIS'ATR <br />4940 <br />Fl, 1195 <br />F2:590 <br />1 16 <br />1/4-x3- So$ <br />(2) VGT <br />2 <br />5/8-ATR <br />7185-20y 9890- <br />36tv <br />FI: 1185 <br />F2:590 <br />Lz- <br />114".3'SDS <br />OFT2Z <br />-- - <br />I <br />L- <br />In. ATR <br />114'xr SIDS <br />1825-2.4 1. <br />21454212w4mln <br />KTT4 <br />1 <br />5/9-ATR <br />3610 <br />is <br />0.148'0-ln" <br />- <br />HITS <br />I <br />-- <br />4670 <br />26 <br />- <br />- <br />NTT5Kr <br />1 <br />S/S'ATR <br />-- <br />544S <br />26 <br />SD#lOx2-1/2" <br />ASU44Z <br />I <br />SAr ATR <br />7570 <br />1900 <br />12 <br />O.lWx3-112- <br />ABU66Z <br />1 <br />S/r AIR <br />1820S <br />2475 <br />12 <br />0.162'.3-V2- <br />- <br />142.SA <br />10 <br />0.131-.2-1/2' <br />565 <br />FI: 110 <br />F2: 110 <br />Hl0A <br />is <br />0.14rxl-2/2" <br />1360 <br />Fl 565 <br />F2!295 <br />HIOA-2 <br />is <br />0.14"-1/2' <br />1080 <br />FI:630 <br />F2: 260 <br />MUC48 <br />14 <br />114.2-3111" CONIC SCREW <br />3500 <br />1135 <br />6 <br />0.148".3' <br />HUC414 <br />24 <br />1/4.2-3/4- CONC SCREW <br />SONS <br />2015 <br />12 <br />0.148`�.3" <br />LUS26 <br />4 <br />O.l43'x3" <br />865 <br />1165 <br />SF444 <br />12 <br />0.14rxl-1/2' <br />- <br />Slde:640 <br />Center: 1280 <br />OTC dips <br />4 <br />3/16-.2-3/4- CONC SCREW. <br />F! 85 <br />F2:135 <br />2 <br />0.131-x2-In' <br />AL3S <br />12 <br />0.13rxl-112' <br />Fl: 6SO <br />F2: 670- <br />SDWC15600 <br />I <br />SDWC1560D <br />615 <br />FI: 110 <br />F2: 22S <br />SDWCIS450 <br />I <br />SDWC15450 <br />295 <br />F2:150 <br />HTU26 <br />20 <br />0.162�x3-1/2- <br />32W <br />12SO <br />14 <br />0.14SN3' <br />LGU3.634DS <br />16 <br />1/4- x I i1r <br />6.720 <br />S'S55 <br />12 <br />114- X 2 1/2' <br />HDUS-SDS2S <br />1 <br />7/8' ATR <br />-- <br />7.870 <br />20 <br />1/4' X 2 2/r s <br />MDUII-SOS2.5 <br />1 <br />1* ATR <br />-- <br />IL175 <br />30 <br />1/4'X2112'$DS <br />THD26 <br />20 <br />0.16rx3" <br />2w <br />324D <br />I <br />20 <br />- <br />0.14rx I lir <br />TM28-2 <br />1�.L61:� <br />13' <br />4310 <br />4W <br />1 <br />�6 l4r. <br />PRECAST LINTEL GRAVITY LOAD TABLE <br />LOADS USTED PAVE BEEN CALCULATED OR CO MP LED FROM APPROVED MAN UFACTURERS: <br />CAST-CRIETF. WETS CONCRETE, QUALITY PRECASTCO. <br />MAXIMUM LOAD (PLF) <br />APPROX. <br />UNTELLIENGTH <br />MAX.CLEAR <br />OPENING. <br />TyPEA <br />8" LINTEL <br />8' TYPES <br />8" TYPE C <br />12'TYPEB <br />12*TYPEC <br />14"TYPES" <br />14"TYPEC- <br />16'TYPEB <br />WTYPEC <br />20"TYPEB <br />2TTVPEC <br />24' TYPES <br />21VTYPEC <br />28"TYPEB <br />28"TYPEC <br />3Z TYPES <br />32TYPECl <br />r IT <br />1! 6" <br />2231 <br />3M9 <br />3719 <br />3280 <br />5163 <br />6607 <br />SC54 <br />9502 <br />:Coco <br />3069 <br />4605 <br />5206 <br />6113 <br />7547 <br />8974 <br />WOOD <br />10- <br />I- <br />31 6" <br />22" <br />2231 <br />3069 <br />-- 3719 <br />3280 <br />5.63 <br />6607 <br />BC54 <br />9502 <br />ICOCC <br />C. <br />3059 <br />4605 <br />5206 <br />6113 <br />7547 <br />8974 <br />WOOD <br />I <br />CID" <br />2'8' <br />1783 <br />2561 <br />2751 <br />328D <br />382C <br />489C <br />396i <br />7C34 <br />8iD7 <br />R62�24 <br />2s6i <br />T 46o5 <br />5205 <br />6113 <br />7547 <br />E974 <br />10003 <br />100DO <br />S" <br />Y2" <br />1343 <br />1969 <br />2 10 <br />2992 <br />293' <br />3756 <br />4576 <br />5400 <br />1969 <br />4375 <br />5206 <br />6113 <br />7019 <br />8672 <br />1000D <br />100DO <br />4'r <br />VV <br />1217 <br />1349 <br />1438 <br />7'� 6 <br />256C <br />3132 <br />3686 <br />4249 1 <br />1349 <br />3MO <br />4567 <br />5365 <br />4766 <br />5917 <br />7074 <br />8203 <br />514" <br />4! 0" <br />2006 <br />i349 <br />:438 <br />-7:6 <br />-999 <br />2560 <br />3132 <br />3686 <br />4649 <br />1349 <br />3M <br />4567 <br />5365 <br />4766 <br />5817 <br />7074 <br />92M <br />5! lar <br />11.1 <br />ffic <br />1105 <br />11.73 <br />i6w <br />1631 <br />2090 <br />-1549 <br />3CC9 <br />3470 <br />1105 <br />2522 <br />4242 <br />4360 <br />3942 <br />4889 <br />5817 <br />6662 <br />Te, <br />5`21 <br />1 <br />710 <br />1232 <br />2177 <br />1 3738 <br />3480 <br />3C31 <br />37C7 <br />4383 <br />5D61 <br />1 1232 <br />2177 <br />2738 <br />3480 <br />Sul <br />8360 <br />8625 <br />7590 <br />7'6' <br />62" <br />570 <br />991 <br />1729 <br />2108 <br />2o32 <br />2205 <br />2698 <br />3191 <br />3685 <br />991 <br />1729 <br />2108 <br />1 2632 <br />3899 <br />5661 <br />4742 <br />55M <br />Ir 4" <br />701 <br />488 <br />699 <br />1160 <br />1516 <br />1626 <br />1 2564 <br />3486 <br />2818 <br />3302 <br />699 <br />1245 <br />1516 <br />1843 <br />2564 <br />3486 <br />2964 <br />3387 <br />9- C <br />S Ir <br />416 <br />n99 <br />iitc <br />NIA <br />1625 <br />2564 <br />3�86 <br />28.8 <br />3302 <br />M <br />1245 <br />NIA <br />1843 <br />2564 <br />3486 <br />2964 <br />3387 <br />10, 6" <br />92' <br />354 <br />53, <br />890 <br />NIA <br />. 247 <br />2C93 <br />27 77 <br />2:63 <br />2536 <br />535 <br />W54 <br />N/A <br />1533 <br />2093 <br />2781 <br />2259 <br />2615_ <br />11'4' <br />10, 0' <br />315 <br />567 <br />890 <br />NIA <br />1366 <br />1846 <br />2423 <br />3127 <br />4M <br />567 <br />945 <br />N/A <br />1366 <br />im <br />2423 <br />3127 <br />4006 <br />12' T <br />10, a" <br />292 <br />125 <br />873 <br />N/A <br />1254 <br />�684 <br />2193 <br />28C5 <br />3552 <br />3552 <br />525 <br />873 <br />N/A <br />1254 <br />1684 <br />2193 <br />2805 <br />3552 <br />12'W <br />111 2" <br />277 <br />471 <br />E75 5 <br />NIA <br />1075 <br />14.8 <br />:238 <br />23.6 <br />471 <br />755 <br />N/A <br />IU75 <br />1429 <br />1838 <br />2316 <br />2883 <br />33, r <br />17 W <br />255 <br />471 <br />755 <br />N/A <br />1075 <br />1428 <br />:838 <br />2316 <br />25 <br />2535 <br />471 <br />755 <br />N/A <br />1075 <br />R.N/A <br />1429 <br />1938 <br />2316 <br />2883 <br />14'Cr <br />lz S" <br />239 <br />424 <br />7C6 <br />NIA <br />1002 <br />1326 <br />-697 <br />2:27 <br />2278 <br />424 <br />706 <br />N/A <br />1002 <br />1328 <br />1697 <br />2127 <br />263D <br />M <br />1 114" <br />N/A <br />N'A <br />N/A <br />NIA <br />N/A <br />N/A <br />WA <br />NA <br />N A <br />N <br />783* <br />N/A <br />1234* <br />1421* <br />1779' <br />218r <br />2662- <br />is, r <br />1'r 0" <br />N/A <br />N/A <br />WA <br />N/A <br />N/A <br />N/A <br />NiA <br />N/A <br />/A <br />N/A <br />710* <br />N/A <br />1160- <br />1331' <br />1663. <br />203r <br />_1j <br />2459' <br />17"Air <br />is or <br />N/A <br />N/A <br />N/A <br />N/A <br />N� A <br />IvA <br />N/A <br />N /A <br />N/A <br />548' <br />N/A <br />952' <br />1117* <br />1379* <br />1 167r <br />1997' <br />191'r <br />ISO, <br />N/A <br />N/A <br />N/A <br />NJA <br />N/A <br />N/A <br />N/A <br />A <br />410- <br />N/A <br />750* <br />9w* <br />1177- <br />1415- <br />1676- <br />W <br />is r <br />NIA <br />N/A <br />'4/A <br />WA <br />WA <br />NIA <br />N/A <br />WA <br />N/A <br />VNIAN/A <br />N/A <br />340' <br />N/A <br />598- <br />845' <br />lil4i' <br />1345- <br />1461- <br />218" <br />N/A <br />N/A <br />N/A <br />N�A <br />N/A <br />N!A <br />NIIA <br />N/A <br />NiA <br />IN A <br />25- <br />'0. <br />Ir W/2" RECESS LIL NTELS <br />d no Rebar; Type 8 = Continuous Grout, Steel per Plan in Bond Beam Only; Type C = Contmous Grout,Steel per p1m In Bond <br />U00 Fieldstone <br />0 <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERING: <br />29349 <br />13 IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />IN BENJAMIN NIESE, PE <br />P.E.# 86025 <br />02/13/2024 <br />DATE <br />4 <br />=-w <br />Ar zz <br />0 <br />CP <br />///01VAt- <br />/1111111W <br />'a <br />2 z - <br />H <br />Michigan <br />3400 Auburn Rd <br />Suite 200 <br />Auburn Hills, MI 48326 <br />+1 248.622.4035 <br />Florida <br />12906 Tampa Oaks Blvd. <br />Suite 150 <br />Tampa, FIL 33637 <br />+ 1 813.466.3310 <br />www.fieldstoneae.com <br />to <br />0 <br />1-- <br />0 <br />z <br />0 <br />Z <br />�z <br />< <br />LU <br />Lu M <br />z 'M <br />< <br />Ln <br />Ir <br />0 <br />- <br />tz <br />Lu <br />CO 0 <br />C" <br />0 <br />LLI <br />0 <br />Cr <br />LU <br />m N <br />0 <br />F- <br />L <br />DRAWN B:Y:EFAE� <br />VERSION: 5.0 <br />SHEET NAME <br />REFERENCE <br />CHARTS <br />SHEEr # <br />S5.1_ <br />