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f <br />0 0 0 a 0 0 0 0 6 a 0 0 <br />NOTE: <br />PROVIDE BLOCKING <br />AT ALL <br />o <br />- <br />SHEATHING <br />EDGES. <br />0 <br />2 2 <br />2 2 <br />0 <br />0 0 0 0 0 <br />a a 0 a a <br />0 1 0 0 1 0 <br />0 0 . 0 <br />o <br />0 0 <br />AIL SPACING <br />AT <br />0 <br />0 <br />o <br />0 <br />0 <br />//---N <br />12' IN <br />0 <br />0 o <br />REM <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 a a 0 0 a 0 0 .1 o o I <br />EXTERIOR WALL SHEATHING <br />SHEATHING <br />NAIL <br />VERTICAL <br />HORIZONTAL <br />FIELD <br />BLOCKING <br />REQUIRED (MIN) <br />SIZE <br />SPACING <br />SPACING <br />SPACING <br />REQUIRED <br />7/16' SHEATHING <br />8d <br />3' O.C. <br />3' O.C. <br />12- O.C. <br />ALL <br />EDGES <br />SINGLE NAIL EDGE SPACING <br />1/2S <br />1/2' <br />DOUBLE NAIL EDGE SPACIN( <br />NAILING__� �N --2x4 BLOMG <br />SHEATHING S1110E-SAME THICKNESS AND <br />STUD SPACING PER PI A UCTURAL SHEATHINGJ PER PLAN STRENGTH MS ORENTATION AS WALL ROW <br />TYPICAL SHEATHING DETAIL <br />wo, <br />TOP PLATE CONNECTOR: <br />(2) SDWC15600 SCREWS 0 EA STUD <br />DOUBLE 2x TOP PLATE <br />MID SPAN BLOCKING <br />BETWEEN EACH STUD <br />2X P.T. SOLE PLATE w/ 1/2" DIAM. <br />ANCHOR BOLTS (10 + 2) AT 32' <br />O.C. MAX. w/7' EMBEDMENT OR <br />5/8' DIA, EXP. BOLTS AT 24" O.C. <br />W/1800 # ALLOWABLE TENSION MIN. <br />OR 1/2' DIA EXP. BOLTS AT 24" <br />O.C. W 1200 # ALLOWABLE TENSION <br />MIN. ALSO AT CORNERS & JAMB <br />w/ 30 PLATE WASHERS <br />W10 <br />,4 <br />STUDS AT 16' O.C. <br />EATHING PER PLAN <br />TOM PLATE CONNECTOR: <br />SDWC15450 SCREWS 0 EA STUD <br />REFER TO FOUNDATION PLAN FOR <br />FOOTING SIZE AND LOCATION <br />OAD BEARING WALL w/UPLIFT <br />EXTERIOR GABLE END SHEATHING <br />90THING <br />NAIL <br />VERTICAL <br />HORIZONTAL <br />FIELD <br />BLOCKING <br />REQUIRED (MIN) <br />SIZE <br />SPACING <br />SPACING <br />SPACING <br />REQUIRED <br />7/16' MIN <br />8d <br />— <br />3' O.C. <br />3' O.C. <br />12" O.C. <br />SHEATH NG <br />I <br />W02�GABLE END SHEATHING DETAIL <br />INT FINISH WOOD BUCK ATTACHMENT. <br />Ix WOOD 1x_ CUSTOM PT BUCK TO MASONRY. <br />IX PT BUCK MATCH FRAME WIDTH, ATTACH wrT* <br />NAILS 04' FROM ENDS AND 12' O.C. <br />REMAINDER. ATTACH WINDO THRU BUCK <br />INTO MASONRY PER FLORIDA PRODUCT DaERIOR CONC.WALL <br />APPROVAL <br />ALILKNAIL: <br />ATTACH WINDOW PER <br />2x- OR GREATER BUCK TO MASONRY <br />FLORIDA PRODUCT <br />WAGE DOOR AND <br />APPROVAL BUILT-UP THICKNESS <2 1/4' TRACK INSTALLED PER <br />SILICONE SEALANT = 1/4"00" TAPCONS 04" FROM ENDS MANUFACTURERS <br />FINISH PER ELEAVATION AND 12' O.C. REMAINDER. SPECIFICATIONS. <br />w/1 1/4' EMBEDMENT <br />STRAP INSIDE FACE OF WALL PER <br />W10 WHEN TRUSS STRAPS <br />INSTALLED ON INSIDE <br />(NON -SHEATHED) FACE OF WALL <br />SIMPSON H2.5A 0 TOP & BOTTOM Of <br />OPENING FRAMING (JACK STUDS ONLY) - <br />DBL 2X TOP PLATE. BOTTOM 2X OF TOP <br />PLATE TO BE SPLICED OVER A STUD. <br />PROVIDE 48' LAP SPLICE w/ (3) 10d <br />COMMON NAILS AT ENDS. NAIL PLATES <br />CONT. w/ 10d COMMONS AT 16" D.C. <br />(6) 10d NAILS KING STUD <br />TO HEADER (MIN 3 EA PLY) <br />(1) SIMPSON LSTA18 <br />CENTER ON HEADER. <br />STRUCTURAL SHEATHING PER PLAN — <br />(ON OPPOSITE SIDE OF WALL) <br />2x STUDS AT 16" D.C. <br />EDGE NAIL SHEATHING <br />PER PLAN <br />.4 <br />Z2x6 WOOD BUCK MCHORED TO CMU w/ 1/2-x6' 'L" BOLTS OR <br />5 <br />8"A' SIMPSON TITEN HD�S w <br />2' WASHERS AT 24" D.C. AT CMU OLLS USE 2x P.1 ATTACIIED TO BLOCK OR <br />WITHIN 6' OF TOP AND BOTTOM. OR (2) ROWS OF lled LINTEL NTH POWN NO FOENERS AT It O.C. <br />MASONRY SCREWS 0 12* O.C. STAGGER ROWS 6' FASTENERS TO BE 111f DUL MIN. AND WEDDED 3/4! MIN. T-16' MAI GAP <br />C HWM E K �D I L FRAME M BUCK M MASONRY <br />W14 YM I C �AL A I NKD 0 W AT T V E TM I L� MNMUM SIFA CAPACITY TO BE 150f <br />MTS16 FROM EA. TRUSS <br />TO HDR. <br />EDGE NAIL SHEATHING <br />PER PLAN <br />DBL 2X TOP PLATE BOTTOM 2X Of TOP <br />CRIPPLES AS REQ'D, <br />PLATE TO BE SPLICED OVER A STUD. <br />STRAPPING AT INTERIOR <br />PROVIDE 48' LAP SPLICE w/ (3) 10d <br />FACE PER PLAN <br />COMMON NAILS AT ENDS. NAIL PLATES <br />CONT. w/ 10d COMMONS AT 16' O.C. <br />HEADER PER PLAN, (2) PLY <br />(6) 10d NAILS KING STUD TO <br />MIN. ADDIONAL JACK STUD <br />HEADER (MIN. 3 EA. PLY) <br />AND CONNECTORS <br />REQUIREMENTS PER PLAN. <br />(1) SIMPSON LSTA24 w/ (18) 10d <br />FASTEN WALL SHEATHING <br />NAILS U.N.0 - CENTER ON BOTTOM <br />AT 3' O.C. ALL AROUND <br />HEADER <br />OPENING <br />CONNECT WALLS PER W10 DETAIL@ - <br />INTERIOR NON -SHEATHED WALLS <br />DOUBLE SILL AS REQ ' FOR <br />SHUTTER ATTACHMENT 2x STUDS AT 16" O.C. <br />SHEATHING PER PLAN 0 EXTERIOR — <br />WALLS AND SHEAR WALLS (ON <br />OPPOSITE SIDE OF WALL) <br />(1) SP4 TO KING & JACK STUD U.N.O. <br />EDGE NAIL SHEATHING PER PLAN — <br />L1 I I <br />NOTE: FOR EXTERIOR BEARING WALLS ONLY <br />1AInaVYPICAL FRAMED BEARING WALL <br />I I v v INITA <br />INT FINISH WOOD BUCK ATTACHMENT- <br />2x- OR GREATER BUCK TO MASONRY <br />1x WOOD <br />BUILT-UP THICKNESS <2 1/4 <br />2x PT BUCK 1/40' TAPCONS 04" FROM <br />ENDS AND 12n O.C. REMAINDER. <br />w/1 1/4' EMBEDMENT <br />ALTERNATE: <br />ACH DOOR PER <br />RIDA PRODUCT <br />IROVAL <br />Y MOULD <br />SH PER ELEAVATION <br />0"_ <br />TYP <br />W 15 VC A MD 00 RA DT A MH WE N 4TD �ET Aft L <br />EBAR, CONT. IN <br />I BEAM <br />BEAM PER PLAN <br />EBAR VERTICAL <br />ED 25" MIN. U.N.O. <br />EBAR VERTICAL IN <br />HUB CELLS, <br />PLAN). <br />EBAR VERTICAL <br />ED 25" MIN. U.N.O. <br />CLEAN OUT AT ALL <br />D CELLS. <br />FOUNDATION PLAN <br />DETAILS FOR FOOTING <br />-ORCING. <br />IV LAV kill 1%,Mj <br />W19 IYP�ICAL FI.LLE.DC.ELL.DETAIL <br />TOE MIS AT EO DO. <br />DMIOR CffiC.WAL1_ <br />4 <br />STRUCTM 9DW REWRED AT 2 SIDES IN <br />20 F4Uw/ f KA4&W <br />LL / <br />Ile DRIVE-IN MCHOR-,,, <br />Ad <br />ROM AND DOORS AND AT ENIRIES N`IHOUT <br />BMREL FRAWK SHUTH OUTSIDE CNUY *0 <br />a <br />BETWEEN BLOCKS. BLOCK <br />AS RE007AT EM <br />S <br />A <br />HAM FRW IS USED. <br />FASTENER LWATIONS. <br />GMAGE M AND <br />TRACK, INSTALLED PER <br />_1�11 <br />MANUFACTURERS <br />74 <br />A <br />Ix P.T. %1M <br />SPECIFICATIONS. <br />N <br />I&M., <br />ALTffMIE ARCH TOP <br />4)U <br />MWOR CiWW MAY OCCUR AMM TO 1MVIDUAL WMG. <br />'NU <br />IF RM OR DOOR IS INSTALLED IN WEIK SEE <br />1/2' x 2 1/4' HILTI SLEEVE ANCHOR OR EQUAL <br />WST <br />MIN. INDW AND DOOR ATTACHIIENT DETAV FOR WSTALLAIN <br />11/2' EMBED INTO MASONRY. (1) PER BRACKET <br />DUAIL <br />*IERE UM FOENER DOES NOT HAW 2x BACKK THE <br />I- <br />r/ <br />FRAME M MASONRY <br />FASIM MUST DaW MUM Ix SHM INTO BASE MATEIK <br />TE ARCH TOP <br />PER H KWACTURER% PUBLISIG RECDWMENDATVfi <br />YPICAL GARAGE <br />DOOR ATTACHMENT <br />DETAIL W13 ARCH FRAMING <br />DETAIL <br />W I <br />W16 <br />6TLY <br />LU <br />All <br />r4 SDS SM 0 16' O.C. <br />STAGOM EO SIDE OF <br />POST (RESULING IN Ir O.0 <br />MW PER PLM OOAL SPACING) <br />4-PLY. )f x S' SCIS SCREIIS <br />5-PLr r4 x V SDS SUM <br />6-PLY- JIC x I? SCIS SUM <br />7-KY- r4 x T SCIS SCREIIS <br />OR EM. (TOP, <br />LE AND BOTM) <br />Is 0 r O.Q <br />(2) 10d WS 0 Ir O.C. <br />(EO PL� <br />WWI MEW ALTERMTE WERIOD <br />�STIJD PACK DETAIL <br />FOR (4) PLY OR MORE STUD MWIS <br />2x MGLE AS REQUIRED w/ (2) 10d <br />15 REBAR w/ A.C.I. STANDARD HOOK AT Ir KNOCK OUT BLOCK w/ <br />TOP. LAP PER GENERAL NOTES. --A #5 BAR GROUTED SOLID <br />MAY VARY, <br />SEE PLAN <br />BOND BEAM TOP COURSE <br />LINTEL OVER OPENING <br />#5 VERTICAL BAR IN <br />GROUTED CELL <br />8' CMU WALL LAID IN <br />RUNNING BOND. <br />�TEPPED BOND BEAM OVER LINTEL <br />W18 Im <br />TRUSS BOTTOM CHORD PER <br />MANUF. 0 24' O.C. <br />EDGE NAIL SHEATHING TO TOP <br />PLATE AND TOP AND BOTTOM <br />OFHEADER PER PLAN <br />HEADER PER PLAN, (2) PLY <br />MIN, ADD JACKAING STUDS <br />AND CONN. REQ. PER PLAN. <br />DOUBLE UPPER SILL AS REQ. <br />FOR SHUTTER ATTACHMENT <br />EXTERIOR WALLS & SHEAR <br />WALLS ONLY, FASTEN <br />SHEATHING AT 30 O.C. ALL <br />AROUND OPENING <br />DOUBLE SILL AS REQ. FOR <br />SHUTTER ATTACHMENT <br />— Li _j J_ <br />- - - - - - <br />NOTE: TYPICAL FOR INTERIOR BEARING <br />WALLS w/o SHEATHING, INTERIOR SHEAR <br />WALLS AND EXTERIOR WALLS w/ SHEA-MING <br />PRECAST LINTEL GRAVITY LOAD TABLE 06/29/11 <br />LOADS LISTED HAVE BEEN CALCULATED OR COMP I LED FROM APPROVED MANUFACTURERS: <br />CAST-CRETE, LOTT"S CONCRETE, QUALITY PRECAST CO. <br />MAXIMUM LOAD (PLF) <br />APPROX. <br />LINTEL LENGTH <br />MAX. CLEAR <br />OPENING <br />TYPE A <br />8" LINTEL <br />8" TYPE B <br />8" TYPE C <br />12"TYPEB <br />12" TYPE C <br />14"TYPEB** <br />14" TYPE C** <br />16"TYPES <br />16" TYPE C <br />20" TYPE B <br />20" TYPE C <br />24" TYPE B <br />24" TYPE C <br />28" TYPE 0 <br />281, TYPE C <br />32" TYPE B <br />32" TYPE C <br />2-10- <br />1161 <br />2231 <br />3069 <br />3719 <br />3280 <br />S163 <br />6607 <br />8054 <br />SISC12 <br />10000 <br />3069 <br />4605 <br />5206 <br />6113 <br />7547 <br />8974 <br />10000 <br />10" <br />316" <br />2'2" <br />1 2231 <br />3069 <br />3719 <br />3280 <br />5163 <br />6607 <br />8054 <br />9502 <br />10000 <br />3069 <br />4605 <br />5206 <br />6113 <br />7547 <br />8974 <br />10000 <br />10000 <br />4' 0" <br />2' 8!' <br />1783 <br />2561 <br />2751 <br />32W <br />3820 <br />4890 <br />5961 <br />7034 <br />8107 <br />2561 <br />4605 <br />5206 <br />6113 <br />7547 <br />8974 <br />10000 <br />10000 <br />4! 6" <br />3' 2" <br />1343 <br />1969 <br />2110 <br />2992 <br />n3l <br />3756 <br />4576 <br />54M <br />6224 <br />1969 <br />4375 <br />5206 <br />6113 <br />7019 <br />8672 <br />10000 <br />10000 <br />4! 8 <br />314! <br />1217 <br />1349 <br />1438 <br />1716 <br />1999 <br />2560 <br />3132 <br />3686 <br />4249 <br />1M9 <br />3090 <br />4567 <br />5365 <br />4766 <br />5817 <br />7074 <br />8203 <br />5-4" <br />41 (Y' <br />1006 <br />1349 <br />14M <br />1716 <br />19N <br />25W <br />3132 <br />3686 <br />4rA9 <br />1349 <br />3090 <br />4567 <br />5365 <br />4766 <br />5817 <br />7074 <br />8203 <br />5.101, <br />4' 6' <br />860 <br />1105 <br />1173 <br />1600 <br />1631 <br />2090 <br />2549 <br />30019 <br />3470 <br />1105 <br />2622 <br />4242 <br />4360 <br />3942 <br />4889 <br />5817 <br />6662 <br />6! 6" <br />5'2" <br />710 <br />1232 <br />2177 <br />3738 <br />3480 <br />3031 <br />3707 <br />4383 <br />5061 <br />1232 <br />2177 <br />2738 <br />3480 <br />5381 <br />8360 <br />8625 <br />7590 <br />7' 611 <br />61 2" <br />570 <br />991 <br />1729 <br />2108 <br />2632 <br />2-205 <br />2698 <br />3191 <br />3685 <br />991 <br />1729 <br />2109 <br />2632 <br />3898 <br />5661 <br />4742 <br />5501 <br />ON' <br />7' Y' <br />488 <br />699 <br />1160 <br />1516 <br />1626 <br />2564 <br />3486 <br />2818 <br />3302 <br />699 <br />1245 <br />1516 <br />1843 <br />2564 <br />3486 <br />2964 <br />3387 <br />9'4" <br />81 ul <br />416 <br />699 <br />1160 <br />N/A <br />1625 <br />2564 <br />3486 <br />2818 <br />3W2 <br />699 <br />1245 <br />N/A <br />1843 <br />2564 <br />3486 <br />2964 <br />3387 <br />ILY 6" <br />912" <br />354 <br />535 <br />890 <br />N/A <br />1247 <br />2093 <br />2777 <br />2163 <br />2536 <br />535 <br />1054 <br />N/A <br />1533 <br />2093 <br />2781 <br />2259 <br />2615 <br />11'4" <br />10,01, <br />315 <br />567 <br />890 <br />N/A <br />1366 <br />1846 <br />2423 <br />3127 <br />4006 <br />567 <br />945 <br />N/A <br />1366 <br />1846 <br />2423 <br />3127 <br />4006 <br />12' 0" <br />10.81, <br />292 <br />525 <br />873 <br />N/A <br />1254 <br />1684 <br />2193 <br />2805 <br />3552 <br />525 <br />873 <br />N/A <br />1254 <br />1694 <br />2193 <br />2805 <br />3552 <br />12'6" <br />111 2" <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 />2883 <br />13' 4" <br />12' 0" <br />255 <br />1 <br />471 <br />755 <br />N/A <br />1075 <br />1428 <br />1838 <br />2316 <br />2535 <br />471 <br />75S <br />N/A <br />1075 <br />1428 <br />1838 <br />2316 <br />2883 <br />1N of, <br />1218" <br />239 <br />424 <br />706 <br />N/A <br />1002 <br />1326 <br />1697 <br />2127 <br />2278 <br />424 <br />706 <br />N/A <br />1002 <br />1328 <br />1697 <br />2127 <br />2630 <br />14'8" <br />13'4" <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 />793* <br />N/A <br />1234* <br />1421 * <br />1779* <br />2188* <br />2662* <br />15'4" <br />14-0" <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 />710* <br />N/A <br />1160* <br />1331* <br />1660* <br />2032* <br />2459* <br />17' 4" <br />16'0" <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 />548* <br />N/A <br />952* <br />1117* <br />1379* <br />1671* 1 <br />1997* <br />19'4" <br />18-0" <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 />420* <br />N/A <br />750* <br />960* <br />1177* <br />1415* <br />1676* <br />20'0" <br />18'8" <br />N/A <br />I <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 />I N/A <br />340* <br />N/A _� <br />598* 1 <br />845* <br />1114* <br />1345* <br />1468* <br />PRESTRESSED <br />** 8" W/2" RECESS U-UNTELS <br />Type A Unfi lled no Rebar, Type B Continuous Grout, Steel per Plan in Bond Beam Only; Type C Continous Grout, Steel per plan in Annd Roarn R, I i nts-1 <br />C.OA.* ARCHITECTURE: <br />AA260028M <br />C-OA.# ENGINEERING: <br />29U9 <br />0 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />E BENJAMIN NIESE, PE <br />P.E.#86025 FLORIDA <br />9/3/20 <br />DATE <br />ox <br />ATE 0 <br />I <br />CD <br />c"I <br />C:) <br />C=� <br />C <br />co <br />T__4 <br />79 <br />"o <br />U <br />9 <br />8 <br />bb <br />.2 <br />?NNNNNi <br />CO <br />j <br />*PulteGroup- <br />ED, <br />I <br />CD <br />as, <br />r CC3 <br />M <br />00 <br />Qj <br />r %4 4:1 <br />;_4 0 <br />0 <br />co <br />FPR=DUCT MANAGER <br />- - - - <br />RELEASE <br />DATE: xx/xx/xxxx <br />PROJECT TYPE <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />ate] <br />Hiahgate <br />NPC CHTD NUMEER <br />12811.500 <br />SHEET <br />S4,2 <br />too <br />