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Ir <br />00 ° ° ° ° ° ° ° ° 00 ° ° <br />° <br />° <br />OTE: <br />° 1-1 <br />PROVIDE BLOCKING AT ALL <br />° <br />i <br />° <br />i <br />SHEATHING <br />EDGES. <br />° ° <br />° ° ° ° ° ° ° ° ° ° <br />° . ° ° 0: ° k ° ° 1° <br />° <br />° <br />° <br />° ° <br />° <br />° ° <br />° ° <br />° <br />° <br />° <br />° <br />° ° <br />° ° <br />L SPACING AT <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />12� IN FIELD <br />° <br />° ° <br />° ° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° ° ° ° ° ° ° <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 />1/2 s <br />01 <br />�1/2' —I <br />DOUBLE NAIL EDGE SPACH <br />�-2x4 BLOCKING <br />STUD SPACING PER STRUCTURAL SHEATHINJ PERG SHEATHING SPLICE -SAME THICKNESS AND <br />STRENGTH AXIS ORIENTATION AS WALL SHEATHING <br />W01 TYPICAL SHEATHING DETAIL <br />DOUBLE 2x TOP PLATE <br />MID SPAN BLOCKING <br />BETWEEN EACH STU[ <br />2x P.T. PLATE SECURED TO <br />SLAB w/ 3' POWDER ACTU, <br />FASTENERS OR TAPCONS 0 <br />O.C. OR (2) ROWS 12d GUN <br />NAILS 012' O.C. <br />W11 <br />OAD BEARING WAL <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 />Xx <br />EXTERIOR GABLE END 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' MIN <br />gd <br />3' O.C. <br />3' O.C. <br />12' O.C. <br />ALL <br />SHEATHING <br />EDGES <br />W021GABLE END SHEATHING DETAIL <br />EXTERIOR CONC.WALL •, . <br />• i <br />GARAGE DOOR AND •a <br />TRACK, INSTALLED PER <br />MANUFACTURERS <br />SPECIFICATIONS. <br />STUDS AT 16' O.C. 2x6 WOOD BUCK ANCHORED TO CMU w/ 1/2'x6' 'L' BOLTS OR <br />5/8'x6' SIMPSON TITEN HD'S w/ 2' WASHERS AT 24' O.C. & <br />4THING PER PLAN — — — WITHIN 6' OF TOP AND BOTTOM. OR (2) ROWS OF 1/4%3' <br />MASONRY SCREWS 0 12' O.C. STAGGER ROWS 6' <br />FRAME M BUCK M MASONRY <br />REFER TO FOUNDATION <br />PLAN FOR FOOTING <br />SZE AND LOCATION <br />® EA STUD <br />2x STUDS AT 16" O.C. <br />SHEATHING PER PLAN <br />BOTTOM PLATE CONNECTOR: <br />(3) SDWC15450 SCREWS ® EA STUD <br />REFER TO FOUNDATION PLAN FOR <br />FOOTING SIZE AND LOCATION <br />WALL w/UPLIFT <br />W10 LQ_QD�BE_®RINW <br />AT CMU WALLS USE 2x P.T. ATTACHED TO BLOCK OR <br />LINTEL WITH POWER DRIVEN FASTENERS AT 12" O.C. <br />FASTENERS TO BE 1/8' DIA. MIN. AND EMBEDDED 3/4' MIN. <br />MINIMUM SHEAR CAPACITY TO BE 150 f <br />2x ANGLE AS REWIRED w/ (2) 10d <br />TOE NAILS AT EACH END. <br />STRUCTURAL SHEATHING REQUIRED AT 2 SIDES AN <br />WINDOWS AND DOORS AND AT ENTRIES WITHOUT <br />BARREL FRAMING. SHEATH OUTSIDE ONLY WHEN <br />BARREL FRAMING IS USED. <br />0'-16' MAX. GAP <br />20 ALL w/ 2' MAX GAP <br />BETWEEN BLOCKS. BLOCK <br />AS REQUIRED AT WINDOW <br />FASTENER LOCATIONS. <br />1x P.T. SHAM <br />NOTES: <br />ALTERNATE ARCH TOP <br />MINOR CHANGES MAY OCCUR ACCORDING TO INDNDUAL OPENING. <br />IF WNW OR DOOR IS INSTALLED IN OPENING SEE 'TYPICAL <br />WINDOW AND DOOR ATTACHMENT DETAIL' FOR INSTALLATION <br />DETAIL <br />WHERE WINDOW FASTENER DOES NOT HAVE 2x BACKING, THE <br />FASTENER MUST EXTEND THROUGH 1x SHIM INTO BASE MATERIAL <br />ALTERNATE ARCH TOP <br />PER THE MANUFACTURER'S RMS10 RECOMMENDATIONS. <br />ARCH FRAMING <br />DETAIL <br />W13 <br />EXTERIOR CONC.WALL <br />1/4' DRIVE-IN ANCHOR <br />GARAGE DOOR AND <br />TRACK, INSTALLED PER <br />MANUFACTURERS <br />SPECIFICATIONS. —%. <br />a .. <br />!� .Q � <br />i : <br />`1/2' x 2 1/4' HILTI SLEEVE ANCHOR OR EQUAL MIN. <br />1 1/2' EMBED INTO MASONRY. (1) PER BRACKET <br />FRAME M MASONRY <br />,�PICAL GARAGUD OO R ATTACHME4TD ETAIL <br />rr w Y <br />INT FINISH WOOD BUCK ATTACHMENT: <br />1x WOOD 1x_ CUSTOM PT BUCK TO MASONRY. <br />MATCH FRAME WIDTH, ATTACH w/'T" <br />1X PT BUCK NAILS 04" FROM ENDS AND 12' O.C. <br />REMAINDER. ATTACH WINDO THRU BUCK <br />INTO MASONRY PER FLORIDA PRODUCT <br />APPROVAL <br />ATTACH WINDOW PER <br />FLORIDA PRODUCT <br />APPROVAL <br />SILICONE SEALANT <br />FINISH PER ELEAVATION <br />►a141Rill MIR, <br />2z OR GREATER BUCK TO MASONRY <br />BUILT-UP THICKNESS <2 1/4" <br />= 1/40' TAPCONS 04" FROM ENDS <br />AND 12' O.C. REMAINDER. <br />w/1 1/4' EMBEDMENT <br />W141TYPICAL WINDOW ATTACHMENT DETAIL <br />jm <br />INT FINISH WOOD BUCK ATTACHMENT: <br />1x WOOD 2x OR GREATER BUCK TO MASONRY <br />BUILT-UP THICKNESS <2 1/4' <br />2x PT BUCK = 1/4"00' TAPCONS 04" FROM <br />ENDS AND 12" O.C. REMAINDER. <br />w/1 1/4" EMBEDMENT <br />ALTERNATE: <br />ACH DOOR PER <br />RIDA PRODUCT <br />'ROVAL <br />Y MOULD <br />SH PER ELEAVATION <br />TYPICAL DOOR ATTACHMENT DETAIL <br />W15 <br />STRAP INSIDE FACE OF WALL PER <br />MTS16 FROM EA. TRUSS <br />W10 WHEN TRUSS STRAPS <br />TO HDR. <br />INSTALLED ON INSIDE <br />< <br />(NON -SHEATHED) FACE OF WALL <br />EDGE NAIL SHEATHING <br />SIMPSOV H2.5A � TOP &BOTTOM OF <br />PER PLAN DBL 2X TOP PLATE. BOTTOM 2X OF TOP <br />CRIPPLES AS REQ'D, PLATE TO BE SPLICED OVER A STUD. <br />OPENING FRAMING (JACK STUDS ONLY) <br />STRAPPING AT INTERIOR PROVIDE 48' LAP SPLICE w/ (3) 10d <br />FACE PER PLAN COMMON NAILS AT ENDS. NAIL PLATES <br />DBL 2X TOP PLATE BOTTOM 2X OF TOP <br />CONE w/ 10d COMMONS AT 16' O.C. <br />PLATE TO BE SPLICED OVER A STUD. <br />00 <br />PROVIDE 48' LAP SPLICE w/ (3) 10d <br />COMMON NAILS AT ENDS. NAIL PLATES <br />HEADER PER PLAN, (2) PLY (6) 10d NAILS KING STUD TO <br />CONE w/ 10d COMMONS AT 16' O.C. <br />MIN. ADDTIONAL JACK STUD HEADER (MIN. 3 EA. PLY) <br />AND CONNECTORS <br />(6) 10d NAILS KING STUD <br />REQUIREMENTS PER PLAN. <br />TO HEADER (MIN 3 EA PLY) <br />(1) SIMPSON LSTA24 w/ (18) 10d <br />FASTEN WALL SHEATHING NAILS U.N.O - CENTER ON BOTTOM <br />(1) SIMPSON LSTA18 <br />AT 3' O.C. ALL AROUND HEADER <br />CENTER ON HEADER. <br />OPENING <br />CONNECT WALLS PER W10 DETAIL ®— <br />STRUCTURAL SHEATHING PER PLAN <br />INTERIOR NON -SHEATHED WALLS <br />(ON OPPOSITE SIDE OF WALL) <br />DOUBLE SILL AS REQ. FOR <br />2x STUDS AT 16' O.C. <br />SHUTTER ATTACHMENT <br />2x STUDS AT 16' O.C. <br />'— - <br />SHEATHING PER PLAN ®IXTERIOR <br />WALLS AND SHEAR WALLS (ON <br />OPPOSITE SIDE OF WALL) <br />EDGE NAIL SHEATHING <br />I I I I (1) SP4 TO KING & JACK STUD U.N.O.- <br />PER PLAN <br />I I I I EDGE NAIL SHEATHING PER PLAN <br />II II <br />_L_JL < <br />NOTE: FOR <br />EXTERIOR BEARING <br />WALLS ONLY <br />1AI„9TYPICAL FRAMED BEARING WALL <br />I►nvv ►M <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 />I FILLED 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 Lmr i i rimy <br />W19 IMPICAUFWLED CELL DETAIL <br />STD C0lm PER PUN <br />K SOS SCREW o 16' at - <br />STAGGE 8 EACH SIDE OF <br />POST (RESULTING N 6' O.Q <br />UD COUAIIS PER PUN 00A1 SPACIIG) <br />4-PLY: Y4 x 5' SDS SCREWS <br />5-PLY: Y, x 6' SDS M MiS <br />6-PLf Y x 6' SDS SCREWS <br />7-PLY: Y x B' SDS SCREWS <br />CS16 OR EQUIV. (TOP, <br />MOOIE AND BOTTOM) <br />d NMRS 0 6' O.C. <br />(2)10d NMS 0 6' aC. <br />(W FL ) <br />P13IIdBY.lE1H� <br />1STUD PACK DETAIL <br />FOR (4) PLY OR MORE SM COLUMNS <br />TRUSS BOTTOM CHORD PER <br />MANUF. 0 24' O.C. <br />EDGE NAIL SHEATHING TO TOP <br />PLATE AND TOP AND BOTTOM <br />OF HEADER PER PLAN <br />HEADER PER PLAN, (2) PLY <br />MIN, ADD JACK/KING 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 3' O.C. ALL <br />AROUND OPENING <br />DOUBLE SILL AS REQ. FOR <br />SHUTTER ATTACHMENT <br />II II <br />II II <br />II II <br />II II <br />II II <br />II II <br />=L1_JL <br />NOTE: TYPICAL FOR INTERIOR BEARING <br />WALLS w/o SHEATHING, INTERIOR SHEAR <br />WALLS AND EXTERIOR WALLS w/ SHEATHING <br />PRECAST LINTEL GRAVITY LOAD TABLE 06/29/11 <br />LOADS LISTED HAVE BEEN CALCULATED OR COMPILED 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" TYPE B <br />12" TYPE C <br />14" TYPE B** <br />14" TYPE C** <br />16" TYPE B <br />16" TYPE C <br />20" TYPE B <br />20" TYPE C <br />24" TYPE B <br />24" TYPE C <br />28" TYPE B <br />28" TYPE C <br />32" TYPE B <br />32" TYPE C <br />2'10" <br />1.6. <br />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 />3'6" <br />2'2" <br />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 />3280 <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 />1 2992 <br />2931 <br />3756 <br />4576 <br />5400 <br />6224 <br />1969 <br />4375 <br />5206 <br />6113 <br />7019 <br />8672 <br />10000 <br />10000 <br />4'8" <br />3'4" <br />1217 <br />1349 <br />1438 <br />1716 <br />1999 <br />2560 <br />3132 <br />3686 <br />4249 <br />1349 <br />3090 <br />4567 <br />5365 <br />4766 <br />5817 <br />7074 <br />8203 <br />5'4" <br />4'0" <br />1006 <br />1349 <br />1438 <br />1716 <br />1999 <br />2560 <br />3132 <br />3686 <br />4649 <br />1349 <br />3090 <br />4567 <br />5365 <br />4766 <br />5817 <br />7074 <br />8203 <br />5'10" <br />4'6" <br />860 <br />1105 <br />1173 <br />1600 <br />1631 <br />2090 <br />2549 <br />3009 <br />3470 <br />1105 <br />2622 <br />4242 <br />4360 <br />3942 <br />4889 <br />5817 <br />6662 <br />66" <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 />34W <br />5381 <br />8360 <br />W25 <br />7590 <br />7'6" <br />6'2" <br />570 <br />991 <br />1729 <br />2108 <br />2632 <br />2205 <br />2698 <br />3191 <br />3685 <br />991 <br />1729 <br />2108 <br />2632 <br />3898 <br />5661 <br />4742 <br />5501 <br />8'4" <br />7'p" <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 />2%4 <br />3387 <br />9'4" <br />8'0" <br />416 <br />699 <br />1160 <br />N/A <br />1625 <br />2564 <br />34M <br />2818 <br />3302 <br />699 <br />1245 <br />N/A <br />1843 <br />2564 <br />3486 <br />2964 <br />3387 <br />10'6" <br />9'2" <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 />MN/A <br />13M <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 />10'8" <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 />16M <br />2193 <br />2805 <br />3552 <br />12' 6" <br />11'2" <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 />471 <br />755 <br />N/A <br />1075 <br />1428 <br />1838 <br />2316 <br />2535 <br />471 <br />755 <br />N/A <br />1075 <br />1428 <br />1838 <br />2316 <br />2883 <br />14'0" <br />12- B" <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 />783* <br />N/A <br />1234* <br />1421* <br />1779* <br />2188* <br />2662* <br />1514" <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* <br />1997* <br />1914" <br />1810" <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 />1818"_j <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 />340* <br />N/A <br />598* <br />845* <br />1114* <br />1345* <br />1 1468* <br />l* PRESTRESSED <br />** 8" W/2" RECESS U-LINTELS <br />Type A = Unfilled no Rebar, Type B = Continuous Grout, Steel per Plan in Bond Beam Only; Type C = Continous Grout, Steel per plan in Bond Beam & Lintel <br />C.O.A.# ARCHITECTURE: <br />AA260028M <br />C.O.A.# ENGINEERING: <br />29349 <br />0 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. #t 86025 FLORIDA <br />10/15/20 <br />DATE 1 I I ifil l/ <br />W,il"' l �� <br />OF <br />/IIiIt <br />/c <br />00 <br />° <br />O <br />0 <br />U <br />� <br />o <br />00 <br />.15 <br />M <br />U <br />co <br />Rb <br />'2 <br />CMC) <br />N <br />� <br />*PulteGroup- <br />92 <br />N <br />421 <br />a �� <br />as <br />a <br />60 0 <br />N0 <br />cu <br />J <br />0 <br />N U-) <br />cn <br />O A <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX /XXXX <br />PROJECT TYPE <br />Nte <br />PLAN NAME <br />Whitestone <br />NPC CHILD NUMBER <br />12117.501 <br />SHEET <br />S4.2 <br />