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° ° ° ° ° ° ° ° ° ° ° ° ° ° <br />C <br />° <br />°--NOTE: <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />SHEATHING <br />° <br />PROVIDE BLOCKING <br />EDGES. <br />° <br />H <br />AT ALL <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° ° <br />° ° <br />° ° <br />° ° <br />° ° ° ° ° <br />° ° ° ° ° <br />° ° ° <br />° ° ° ° <br />° <br />AIL <br />12' IN <br />° <br />° <br />SPACING AT <br />FIELD <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 />7/1 SHEATHING <br />Z <br />3" O.C. <br />3 O.C. <br />12 O.C. <br />ALL <br />EDGES <br />SINGLE NAIL EDGE -SPACING <br />1 /2" 1/2 S <br />/ ° ° <br />° <br />1/2' <br />DOUBLE NAIL EDGE SPACIN( <br />�2A BLOCKING <br />STUD SPACING PER PLA NAILING_ SHEATHING SPUCE-SAME THICKNESS AND <br />STRUCTURAL SHEATHING PER PLAN STRENGTH AXIS ORIENTATION AS WALL SHEATHING <br />W01 TYPICAL SHEATHING DETAIL <br />TOP PLATE CONNECTOR: <br />(2) SDWC15600 SCREWS @ 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 />ti <br />1 <br />STUDS AT 16" O.C. <br />ATHING PER PLAN <br />TOM PLATE CONNECTOR: <br />SDWC15450 SCREWS ® EA STUD <br />REFER TO FOUNDATION PLAN FOR <br />FOOTING SIZE AND LOCATION <br />OAD BEARING WALL w/UPLIFT <br />INT FINISH <br />1x WOOD <br />1X PT BUCK <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 />8d <br />3" O.C. <br />3" O.C. <br />12" O.C. <br />ALL <br />SHEATHING <br />EDGES <br />W02Jul <br />�GABLE END SHEATHING DETAIL <br />ATTACH WINDOW PER <br />FLORIDA PRODUCT <br />APPROVAL <br />SILICONE SEALANT <br />FINISH PER ELEAVATION <br />WOOD BUCK ATTACHMENT: <br />1x CUSTOM PT BUCK TO MASONRY. <br />MATCH FRAME WIDTH, ATTACH w/"T" <br />NAILS @44" FROM ENDS AND 12" O.C. <br />REMAINDER. ATTACH WINDO THRU BUCK <br />INTO MASONRY PER FLORIDA PRODUCT <br />APPROVAL <br />ALTERNATE: <br />2x OR GREATER BUCK TO MASONRY <br />BUILT-UP THICKNESS <2 1/4" <br />1/4"00" TAPCONS @44" FROM ENDS <br />AND 12" O.C. REMAINDER. <br />w/1 1/4" EMBEDMENT <br />W141TYPICAL WINDOW ATTACHMENT DETAIL <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"Ox4" TAPCONS @4" FROM <br />ENDS AND 12" O.C. REMAINDER. <br />w/1 1/4" EMBEDMENT <br />ALTERNATE: <br />'ACH DOOR PER <br />,RIDA PRODUCT <br />'ROYAL <br />CK MOULD <br />SH PER ELEAVATION <br />ATTACHMENTDETAILW15 IMPIC�AL�DQ_®R <br />REBAR, CONT. IN <br />ID BEAM <br />D BEAM PER PLAN <br />REBAR VERTICAL <br />PED 25" MIN. U.N.O. <br />REBAR VERTICAL IN <br />1D FILLED CELLS, <br />E PLAN). <br />REBAR VERTICAL <br />PED 25" MIN. U.N.O. <br />5" CLEAN OUT AT ALL <br />ED CELLS. <br />FOUNDATION PLAN <br />DETAILS FOR FOOTING <br />JFORCING. <br />IV Lnl `I I f 11inL/ <br />W19 I TYPICAL FILLED CELL DETAIL <br />-AV* <br />° ' <br />EXTERIOR CONC, WALL <br />° e <br />°. °d ' ° <br />° <br />GARAGE DOOR AND -- as ° <br />TRACK, INSTALLED PER I f <br />MANUFACTURERS <br />SPECIFICATIONS. <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" O.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" O.C. <br />EDGE NAIL SHEATHING <br />PER PLAN <br />— EDGE NAIL SHEATHING <br />PER PLAN <br />CRIPPLES AS REQ'D, <br />STRAPPING AT INTERIOR <br />FACE PER PLAN <br />MTS16 FROM EA. TRUSS <br />TO HDR. <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' O.C. - <br />HEADER PER PLAN, (2) PLY <br />(6) 10d NAILS KING STUD TO — <br />MIN. ADDTIONAL 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.O - CENTER ON BOTTOM <br />AT 3" O.C. ALL AROUND <br />HEADER <br />OPENING <br />DOUBLE SILL AS REQ. FOR <br />SHUTTER ATTACHMENT <br />- - - F7 ��- <br />II II <br />II II <br />II II <br />II II <br />II II <br />II II <br />-L-_JL <br />NOTE: FOR EXTERIOR BEARING WALLS ONLY <br />,A,ArI1TYPICAL FRAMED BEARING WALL <br />011 V %J 1"T� <br />\ <br />Z-26 WOOD BUCK ANCHORED TO CMU w/ 1/2"x6" "L' BOLTS OR <br />5/8'x6' SIMPSON T1TEN HD'S w/ 2' WASHERS AT 24" O.C. & <br />AT CMU WALLS USE 2x P.T. ATTACHED TO BLOCK OR <br />WITHIN 6" OF TOP AND BOTTOM. OR (2) ROWS OF 1/4'x3" <br />LINTEL WITH POWER DRIVEN FASTENERS AT 12' O.C. <br />tm <br />MASONRY SCREWS 0 12' O.C. STAGGER ROWS 6' <br />FASTENERS TO BE 1/8' DIA. MIN. AND EMBEDDED 3/4' MIN, <br />0'-16' MAX GAP <br />FRAME TO BUCK TO MASONRY <br />MINIMUM SHEAR CAPACITY TO BE 154 <br />2x ANGLE AS REQUIRED w/ (2) 10d <br />TOE NAILS AT EACH END. <br />EXTERIOR CONC. WALL <br />° ° <br />. ° . °" _ <` ° <br />STRUCTURAL SHEATHING REQUIRED AT 2 SIDES IN <br />2x4 FILL w/ 2' MAX GAP <br />- <br />.' <br />°a <br />° <br />WINDOWS AND DOORS AND AT ENTRIES WITHOUT <br />IETWEQ4 BLOCI(S BLOCI( <br />1/4' DRIVE-IN ANCHOR <br />;'.°; ' <br />'• .' ° <br />BARREL FRAMING. SHEATH OUTSIDE ONLY WHEN <br />AS REQUIRED AT WINDOW <br />a <br />•. •. a ^ ' : <br />_._ <br />.; <br />BARREL FRAMING IS USED. <br />FASTENER LOCATONS. <br />GARAGE DOOR AND <br />TRACK, INSTALLED PER <br />MANUFACTURERS <br />°e. <br />. _ <br />.. n '< <br />-.._ <br />0 <br />lx P.T. SHIM <br />SPECIFICATIONS. <br />NOTES: <br />ALTERNATE ARCH TOP <br />Uli <br />MINOR CHANGES MAY OCCUR ACCORDING TO INDINDUAL OPENING. <br />IF WINDOW OR DOOR IS INSTALLED IN OPENING SEE 'TYPICAL <br />1/2' z 2 1/4" HIL11 SLEEVE ANCHOR OR EQUAL MIN. <br />WINDOW AND DOOR ATTACHMENT DETAIL' FOR INSTALLATION <br />1 1/2' EMBED INTO MASONRY. (1) PER BRACKET <br />DETAIL <br />WHERE WINDOW FASTENER DOES NOT HAVE 2x BACKING, THE <br />FRAME TO MASONRY <br />FASTENER MUST EXTEND THROUGH 1x SHIM INTO BASE MATERIAL <br />ALTERNATE ARCH TOP <br />PER THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. <br />GARAGE <br />DOOR ATTACHMENT DETAIL W13 ARCH FRAMING <br />DETAIL <br />W16 <br />xYVAL <br />STUD COLUMNS PER PLAN <br />YC SDS SCREW 016' O.C. — <br />STAGGERED EACH SIDE OF <br />POST (RESULTING IN 8' O.C. <br />I1D COLUMNS PER PLAN OVERALL SPACING) <br />4—PLY. N x 5' SDS SCREWS <br />5—PLY: )4' x 6' SDS SCREWS <br />6-PLY: Y' x 8' SDS SCREWS <br />7—PLY: Yx 8' SDS SCREWS <br />CS16 OR EQUIV. (TOP, <br />MIDDLE AND BOTTOM) <br />d NAILS 0 8' O.C. <br />PLY) (2) 10d NAILS 0 8' O.C. <br />(EACH PLY) <br />PRIMARY METHOD <br />\QTl in C)APV nC:TAu <br />ALTERNATE METHOD <br />FOR (4) PLY OR MORE STUD COLUMNS <br />#5 REBAR w/ A.C.I. STANDARD HOOK AT <br />TOP. LAP PER GENERAL NOTES. --A <br />MAY VARY, <br />SEE PLAN <br />BOND BEAM TOP COURSE <br />LINTEL OVER OPENING <br />8" KNOCK OUT BLOCK w/ <br />#5 BAR GROUTED SOLID <br />#5 VERTICAL BAR IN <br />GROUTED CELL <br />8' CMU WALL LAID IN <br />RUNNING BOND. <br />W18 STEPPED BOND BEAM OVER LINTEL <br />CONNECT WALLS PER W10 DETAIL <br />INTERIOR NON -SHEATHED WALLS <br />2x STUDS AT 16" O.C. <br />SHEATHING PER PLAN @ 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 />II II <br />II II <br />II II <br />II II <br />II II <br />II II <br />- L - L L <br />NOTE: TYPICAL FOR INTERIOR BEARING <br />WALLS w/o SHEATHING, INTERIOR SHEAR <br />WALLS AND EXTERIOR WALLS w/ SHEATHING <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 />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 />114::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 />T 6„ <br />2' 2" <br />22311 <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 />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 />$203 <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 />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`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 />7'0" <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 />810" <br />416 <br />699 <br />1160 <br />N/A <br />1625 <br />2564 <br />3486 <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 />10,0" <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 />1018.1 <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 />1684 <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 />1314" <br />1210" <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 />12'8" <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 />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* <br />1997* <br />19'4 „ <br />„ <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 />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 />1468* <br />*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; ape C = Continous Grout, Steel per plan in Bond Beam & Lintel <br />C•Q.A.# ARCHITECTURE: <br />AA26002802 <br />C.O A.# ENGINEERING: <br />2B$49 <br />0 T'HOMAS A. WESER, PE <br />PAT:. # 73242 FLORIDA <br />K BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />9/21 /20 <br />DATE 11Xti{tlif6i <br />11 40 .� <br />40 .: <br />Rio <br />_1�1 <br />N <br />0 <br />N <br />c� <br />0 <br />U <br />0 <br />N <br />v <br />v <br />2 <br />Om <br />o_ <br />4 < M <br />O <br />o C-4 <br />r—.4 c'n <br />cn <br />� <br />w <br />cn <br />O <br />N <br />Q <br />al � O <br />w <br />O <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX /XXXX <br />PROJECT TYPE <br />Single Famfl <br />SPECIFICA11ON LEVEL <br />Pulte <br />1PLAN NAME <br />H4rhgate <br />NPC CHI NU911ER <br />2811.500 <br />SHEET <br />S4.2 <br />