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nURILUn � "niun" <br />0 0 0 0 0 0 O 0 0 0 0 0 0 0 <br />0 <br />o <br />0 H <br />PROVIDE EDG BLOCKING AT ALL <br />HEATHIN <br />0 <br />o <br />STUD SPACING F <br />DOUBLE 2x TOP PLATE <br />MID SPAN BLOCKING <br />BETWEEN EACH STUD <br />2x P.T. PLATE SECURED TO <br />SLAB w/ 3" POWDER ACTU' <br />FASTENERS OR TAPCONS @ <br />O.C. OR (2) ROWS 12d GUN <br />NAILS @ 12" O.C. <br />W11 LOAD 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 />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 />STUDS AT 16" O.C. <br />4THING PER PLAN <br />REFER TO FOUNDATION <br />PLAN FOR FOOTING <br />SIZE 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 />W10 LQXAQ_KFARI_N WALL w/UPLIFT <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 />0"-16" MAX. GAP <br />MINIMUM SHEAR CAPACITY TO BE 150#. <br />2x ANGLE AS REQUIRED w/ (2) 10d <br />TOE NAILS AT EACH END. <br />STRUCTURAL SHEATHING REQUIRED AT 2 SIDES IN <br />2x4 FILL w/ 2" MAX. GAP <br />WINDOWS AND DOORS AND AT ENTRIES WITHOUT <br />BETWEEN BLOCKS. BLOCK <br />BARREL FRAMING. SHEATH OUTSIDE ONLY WHEN <br />AS REQUIRED AT WINDOW <br />BARREL FRAMING IS USED. <br />FASTENER LOCATIONS. <br />Ix P.T. SHIM <br />NOTES: <br />ALTERNATE ARCH TOP <br />MINOR CHANGES MAY OCCUR ACCORDING TO INDIVIDUAL OPENING. <br />IF WINDOW 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 PUBLISHED RECOMMENDATIONS, <br />ARCH FRAMING <br />DETAIL <br />W13 <br />NG <br />EXTERIOR CONC.WALL <br />GARAGE DOOR AND <br />TRACK, INSTALLED PER <br />MANUFACTURERS <br />SPECIFICATIONS. <br />G <br />EXTERIOR CONC.WALL- <br />1/4" DRIVE—IN ANCHOR <br />GARAGE DOOR AND <br />TRACK, INSTALLED PER <br />MANUFACTURERS <br />SPECIFICATIONS. <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 />W0f 1GABLE END SHEATHING DETAIL <br />L26 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 />WITHIN 6" OF TOP AND BOTTOM. OR (2) ROWS OF 1/4%3" <br />MASONRY SCREWS @ 12" O.C. STAGGER ROWS 6" <br />FRAME TO BUCK TO MASONRY <br />1/2" x 2 1/4" HILT SLEEVE ANCHOR OR EQUAL. MIN. <br />1 1/2" EMBED INTO MASONRY, (1) PER BRACKET <br />FRAME TO MASONRY <br />YPICAL GARAGE DOOR ATTACHMENT DETAILW 16 tL <br />INT FINISH <br />lx WOOD <br />1X PT BUCK <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 @4" 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"4x4" TAPCONS @4" FROM ENDS <br />AND 12" O.C. REMAINDER, <br />w/1 1/4" EMBEDMENT <br />W141TYPICAL WINDOW ATTACHMENT DETAIL <br />lam <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 />IROVAL <br />;K MOULD <br />SH PER ELEAVATION <br />TYPICAL DOOR ATTACHMENT DETAIL <br />W15 <br />STRAP INSIDE FACE OF WALL PER — <br />W10 WHEN TRUSS STRAPS <br />INSTALLED ON INSIDE <br />(NON —SHEATHED) FACE OF WALL <br />— EDGE NAIL SHEATHING <br />MTS16 FROM EA, TRUSS <br />TO HDR. <br />SIMPSON H2.5A @ TOP & BOTTOM OF <br />PER PLAN <br />CRIPPLES AS REQ'D, <br />DBL 2X TOP PLATE, BOTTOM 2X OF TOP <br />OPENING FRAMING ONLY JACK STUDS <br />( ) <br />STRAPPING AT INTERIOR <br />PLATE TO BE SPLICED OVER A STUD. <br />PROVIDE 48" LAP SPLICE w/ (3) 10d <br />FACE PER PLAN <br />COMMON NAILS AT ENDS. NAIL PLATES <br />DBL 2X TOP PLATE. BOTTOM 2X OF TOP <br />CONT. w/ tOd COMMONS AT 16" O.C. <br />PLATE TO BE SPLICED OVER A STUD. <br />PROVIDE 48" LAP SPLICE w/ (3) 10d <br />COMMON NAILS AT ENDS. NAIL PLATES <br />HEADER PER PLAN, (2) PLY <br />(6) 10d NAILS KING STUD TO <br />CONT. w/ 10d COMMONS AT 16" O.C. <br />MIN. ADDTIONAL JACK STUD <br />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 <br />NAILS U.N.O — CENTER ON BOTTOM <br />(1) SIMPSON LSTA18 <br />AT 3" O.C. ALL AROUND <br />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 @ EXTERIOR <br />I I I I <br />WALLS AND SHEAR WALLS (ON <br />OPPOSITE SIDE OF WALL) <br />EDGE NAIL SHEATHING <br />I I <br />(1) SP4 TO KING & JACK STUD U.N.O.— <br />PER PLAN <br />I I I I <br />EDGE NAIL SHEATHING PER PLAN <br />j, II II <br />_L_L_JL < <br />NOTE: FOR EXTERIOR BEARING WALLS ONLY <br />en�n� YPICAL FRAMED BEARING WALL <br />V v v v IKu <br />REBAR, CONT. IN <br />!D BEAM <br />D BEAM PER PLAN <br />REBAR VERTICAL <br />PED 25" MIN. U.N.O. <br />REBAR VERTICAL IN <br />ID FILLED CELLS, <br />PLAN). <br />REBAR VERTICAL <br />PED 25" MIN. U.N.O. <br />5" CLEAN OUT AT ALL <br />ED CELLS. <br />FOUNDATION PLAN <br />I DETAILS FOR FOOTING <br />FORCING. <br />iU UAF li enUna/ <br />W19lYP-CAL FILLED CELL DETAIL <br />STUD COLUMNS PER PLAN <br />r SDS SCREW N 16" O.C. — <br />STAGGERED EACH SIDE OF <br />POST (RESULTING IN 8' O.C. <br />OVERALL SPACING) <br />R1D COLUMNS PER PLAN <br />4-PLY: r x 5' SDS SCREWS <br />5-PLY: Y x 6' SDS SCREWS <br />6-PLY: N x 8' SDS SCREWS <br />7-PLY: r x 8' SDS SCREWS <br />CS16 OR EQUIV. (TOP, <br />MIDDLE AND BOTTOM) <br />Id NAILS ® 8' O.C. <br />I PLY) (2) 10d NAILS ® 8' O.C. <br />(EACH PLY) <br />PRIMARY METHOD ALTERNATE METHOD <br />STUD PACK DETAIL <br />FOR (4) PLY OR MORE STUD COLUMNS <br />TRUSS BOTTOM CHORD PER <br />MANUF, @ 24" O.C. <br />�1 EDGE NAIL SHEATHING TO TOP <br />I PLATE AND TOP AND BOTTOM <br />u <br />I I OF HEADER PER PLAN <br />— HEADER PER PLAN, (2) PLY <br />ADD JACK/KING STUDS <br />AND CONN. REQ. PER PLAN. <br />DOUBLE UPPER SILL AS REQ. <br />FOR SHUTTER ATTACHMENT <br />FMIN, <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 />_T__:2 <br />II <br />II II <br />II II <br />II II <br />II II <br />II II <br />=u= <br />BEARING <br />INTERIOR SHEAR <br />NOTE: <br />TYPICAL FOR <br />w/o SHEATHING, <br />INTERIOR <br />WALLS <br />WALLS <br />AND EXTERIOR <br />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 />I 12" TYPE C <br />14" TYPE B** <br />114"TYPEC**l <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 />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 />48" <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 />5110" <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 />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 />TO" <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 />914" <br />8'0" <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 />1 2615 <br />11'4" <br />10,0" <br />315 <br />567 <br />890 <br />N/A <br />1366 <br />1W <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 />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 />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 />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 />783* <br />N/A <br />1234* <br />1421* <br />1779* <br />2188* <br />2662* <br />154" <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 />IT 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 />18,01, <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" <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 />1 598*1 <br />845* <br />1 1114* <br />1 1345* <br />1468* <br />* PRESTRESSED <br />** 8" W/2" RECESS U-LINTELS <br />Type A = Unfilled no Rebar; Type B = Continuous Grout, Steel perPlan in Bond Beam Only;Type C = Continous Grout, Steel per plan in Bond Beam & Lintel <br />_ ,l%U i 1l j1/,r-- <br />U0000Fieldstone ���k "" `•, <br />• *� <br />i <br />C.O.A.#f 29349 <br />3400 AUBURN RD., #200 <br />AUBURN HILLS, MI 48326 Q2 ^' <br />(248)622-4035 <br />n BENJAMIN NIESE _ <br />P. E.# 86025 <br />El THOMAS A. WEBER, PE . Q TATE �y � <br />P.E.# 73242 R `� <br />FLORIDA06-03-2020 <br />DATE SIGNED kkN <br />co <br />W <br />c� <br />MO <br />cn <br />v� <br />41 <br />0 <br />o <br />V Ja <br />NH <br />� <br />�-1 <br />O <br />v <br />a` <br />U <br />r—+ <br />`Y' <br />as <br />C� <br />0 <br />bA <br />Cn <br />M <br />Cf <br />N <br />� <br />PRODUCT MANAGER <br />RELEASE <br />DATE: 03 27 20 <br />REV DATE ESCRIMN <br />PROJECT TYPE <br />Single Famfl <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />WHITESTONE <br />NPC CHILD NUMBER ^' <br />2375.500 <br />SHEET <br />S4.2 <br />