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e <br />s <br />° 00 ° ° ° ° ° 00 ° ° ° ° <br />° <br />°NOTE: <br />° <br />PROVIDE BLOCKING <br />° <br />AT ALL <br />° <br />° <br />° <br />° <br />° <br />SHEATHING <br />EDGES. <br />° <br />° <br />° <br />° <br />° <br />° ° <br />0 ° <br />° ° <br />° ° <br />° ° ° ° ° <br />° ° ° ° ° <br />° ° ° ° ° <br />° ° ° O 1 ° <br />° <br />° <br />° <br />° <br />AIL <br />° <br />° <br />SPACING AT <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° 1 <br />1 <br />12' IN <br />° <br />° <br />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 />3/8' <br />SINGLE NAIL EDGE -SPACING <br />1/2 S <br />° <br />1/2' <br />DOUBLE NAIL EDGE SPACIN( <br />-2x4 BLOCKING <br />STUD SPACING PER PLA NAIUNG <br />STRUCTURAL SHEATHIN PER PLAN SHEATHING SPLICE -SAME THICKNESS AND <br />STRENGTH AXIS ORIENTATION AS WALL SHEATHING <br />W01 TYPICAL SHEATHING DETAIL <br />(: <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 @44" FROM ENDS AND 12" O.C. <br />REMAINDER. ATTACH IMNDO 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 />ALILKNAIL: <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 />STRUCTURAL SHEATHING. <br />REFER TO STRUCTURAL SHEETS <br />FOR NAILING & OTHER REQ. <br />INSULATION AS PER SPEC. <br />PRE-ENGINEERED ROOF <br />12 TRUSSES. REFER TO TRUSS <br />PER MFGR. DWGS <br />ELEV. ASPHALT ROOF SHINGLE <br />(OR TILE PER SPEC.) <br />TRUSS STRAP PER <br />STRUCT. DETAILS <br />- �FASCIA PER COMMUNITY <br />SPEC. <br />FASCIA PER COMMUNITY <br />SPEC. <br />BOND BEAM PER PLAN <br />SEE STRUCT. FOR <br />ALL REINF. REQ. <br />EXTERIOR <br />INTERIOR <br />SEE STRUCT. DETAILS <br />o I FOR VARIATIONS <br />O°��n %� 0'-0" FIN A. <br />II FINISHED GRADE <br />ID 4. <br />4. <br />MONOLITHIC AND., SEE <br />STRUCTURAL DETAILS FOR <br />WIDTH, DEPTH, & REINF. <br />REQ. <br />r C`4 N (W30�7��AL1 <br />_� <br />STORY WAL�IEC�TION <br />of �� NTS <br />0 <br />w <br />K <br />oIa <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 />W02)GABLE END SHEATHING 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 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 />'K MOULD <br />SH PER ELEAVATION <br />W1 �YPCAL DOOR ATTACHMENT DETAIL <br />5 <br />STRUCTURAL SHEATHING. <br />REFER TO STRUCTURAL SHEETS <br />FOR NAILING & OTHER REQ. <br />INSULATION AS <br />PER SPEC. <br />PRE-ENGINEERED ROOF <br />12 PER TRUSSES. REFER TO TRUSS <br />ELEV. XPALDSOOF SHINGLE <br />(OR TILE PER SPEC.) <br />TRUSS STRAP PER <br />STRUCT. DETAILS <br />FASCIA PER <br />COMMUNITY SPEC. <br />' SOFFIT & OVERHANG <br />PER SPEC. <br />BOND BEAM <br />PER PLAN <br />PRECAST LINTEL <br />PER PLAN <br />OPENING w/ PRECAST <br />SILL PER PLAN <br />SEE STRUCT. FOR <br />ALL REINF. REQ. <br />EXTERIOR <br />INTERIOR <br />SEE STRUCT. DETAILS <br />FOR VARIATIONS <br />OL 0'-0" FIN. FL. <br />FINISHED <br />ITHIC FND., SEE <br />STRUCTURAL DETAILS FOR <br />WIDTH, DEPTH & REINF. REQ. <br />VTWYPICAL 1 STORY WALL SECTION <br />Scale: <br />NTS <br />STUD COLUMNS PER PLAN <br />SDS SCREW • 16" O.C. — <br />STAGGERED EACH SIDE OF <br />POST (RESULTING IN 8' O.C. <br />OVERALL SPACING) <br />IUD COLUMNS PER PLAN <br />4-PLY: Y,' x 5" SDS SCREWS <br />5-PLY: K x 6" SDS SCREWS <br />6-PLY: Ya" x 8" SDS SCREWS <br />7-PLY: r x 8' SDS SCREWS <br />CS16 OR EQUIV. (TOP, <br />MIDDLE AND BOTTOM) <br />Od NAILS 0 8" O.C. <br />i PLY) (2) 10d NAILS 0 8' O.C. <br />(EACH PLY) <br />PRIMARY METHOD <br />Q � STUD PACK DETAIL <br />ALTERNATE METHOD <br />Li V )LU FOR (4) PLY OR MORE STUD COLUMNS <br />(2) SDK15600 PLATE TO TRUSS, U.N.O. <br />- UPLIFT NAILING PER PLAN <br />2 SDWC15600 TOP OF <br />() <br />CRIPPLES AS REQ'D DBL 2X TOP PLATE. BOTTOM 2X OF TOP <br />PLATE TO BE SPLICED OVER A STUD. <br />JACK STUDS, U.N.O. <br />PROVIDE 48' LAP SPLICE w/ (3) 10d <br />COMMON NAILS AT ENDS. NAIL PLATES <br />DBL 2X TOP PLATE. BOTTOM 2X OF TOP <br />CONT. w/ 10d 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 />6 HEADER PER PLAN, (2) PLY ( ) 10d NAILS KING STUD TO <br />CONT. 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 />FASTEN WALL SHEATHING (1) SIMPSON LSTA24 w/ (18) 10d <br />AT 3" O.C. ALL AROUND NAILS U.N.O - CENTER ON BOTTOM - <br />(1) SIMPSON LSTA18 <br />OPENING HEADER <br />CENTER ON HEADER. <br />CONNECT WALLS PER W10 DETAIL <br />SHEATHING PER PLAN <br />_ 2x STUDS AT 16" O.C. <br />2x STUDS AT 16" O.C. <br />II II <br />(3)SDWC15450 ® BOTTOM <br />i I I I (3) SDWC15450 0 BOTTOM <br />OF JACK STUDS, U.N.O. <br />I I I I OF KING/JACK, U.N.O. <br />NAILING PER PLAN <br />II II <br />II II <br />_LL -1L <br />FOR EXTERIOR <br />NOTE: TYPICAL <br />BEARING WALLS <br />FRAMING <br />TO BE <br />20 <br />U.N.O. ON PLANS <br />TYPICAL <br />FRAMED <br />BEARING WALL <br />,A,A <br />I �� I �111�T 11(�I�1 i I� i L111 <br />GARAGE DOOR AND <br />TRACK, INSTALLED PER <br />MANUFACTURERS <br />SPECIFICATIONS. <br />— <br />EXTERIOR CONC.WALL <br />1/4' DRIVE-IN ANCHOR <br />GARAGE DOOR AND <br />TRACK, INSTALLED PER _ <br />MANUFACTURERS <br />SPECIFICATIONS. <br />v v v v ILU <br />�• <d <br />. ..' ;o A. <br />rQ <br />L2x6 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"0' <br />MASONRY SCREWS 0 12' O.C. STAGGER ROWS 6' <br />FRAME TO BUCK TO MASONRY <br />. a• a �: <br />...aG <br />A <' < <br />•' -A <br />•�•. n° <br />, <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 />Nv16 �rYPICAL GARAiEDOORATTACHMENT DETAIL <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 />ID 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 />1 DETAILS FOR FOOTING <br />FORCING. <br />IV Lnr 1,1 I [ R M] <br />W19 TYPICAL FILLED �CEMLD�ET_RIL <br />TRUSS BOTTOM CHORD PER <br />MANUF. ® 24' O.C. <br />(2) SDK15600 TOP <br />PLATES TO EA HEADER <br />PLY ADJACENT TO EA <br />TRUSS, UNO <br />HEADER PER PLAN, (2) PLY MIN. ADDITIONAL <br />JACK STUD AND CONNECTORS REQUIREMENTS <br />PER PLAN. <br />NOTE: TYPICAL FOR INTERIOR BEARING WALLS w/o SHEATHING. <br />FRAMING TO BE 20 U.N.O. ON PLANS. IF CRIPPLE STUDS ABOVE <br />HEADER, CONNECT CRIPPLES TO TOP PLATES & HEADER w/ (1) H2.5A. <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 />NO" <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 />8203 <br />5'10" <br />416" <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 />716" <br />62" <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.a, <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 />810.1 <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 />1 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 />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 />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 />160" <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 />18'0" <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 />1 598* <br />1 845* <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; Type C = Continous Grout, Steel per plan in Bond Beam & Lintel <br />C.C.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />CFI THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />N BENJAMIN NIESE, PE <br />R.E. # 86025 FLORIDA <br />10/26/20 <br />DATE %III fit I f��< <br />No. 860 <br />i Q OF <br />ii(Itt <br />Lf <br />co Mo <br />C*? <br />� <br />o0 <br />c�n <br />O <br />� <br />oo�o <br />I--1 <br />� <br />M <br />U <br />M <br />as <br />• !■■� <br />w <br />r� <br />Cf) <br />N <br />� <br />lffPulteGroup- <br />v <br />N <br />�� <br />4010 <br />v <br />9) <br />9 <br />o_ <br />0 <br />00 <br />1 � <br />00 PE, <br />vn <br />;_4 O <br />� Q <br />P4 <br />00 <br />Cn <br />C. <br />PRODUCT MANAGER <br />IRELEASE <br />nATC• vv /vv lvvvv <br />PROJECT TYPE <br />Single Famil <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Spruce <br />NPC MILD NUMBER <br />2116.501 <br />SHEET <br />S4.2 <br />