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alb �NE�' r <br />,1 I,ImI "ll <br />1 <br />0 0 0 0 0 0 00 0 0 0 0 0 0 <br />°_ME: <br />PROVIDE BLOCKING <br />AT ALL <br />o <br />0 <br />0 <br />° <br />SHEATHING <br />EDGES. <br />° <br />0 <br />0 <br />0 <br />° <br />0 ° <br />° ° <br />0 0 0 0 0 <br />° ° 0 0 0 <br />0 0 0 O O <br />0 ° 0 ° <br />° 0 ° ° ° <br />0 <br />o <br />0 <br />° <br />0 <br />NAIL <br />° <br />SPACING AT <br />0 <br />° <br />° <br />° <br />° <br />° <br />0 <br />° <br />12" IN <br />° <br />FIELD <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 />SPACNG <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' �/2 s <br />° <br />1 /2' <br />DOUBLE NAIL EDGE SPACIN( <br />20 BLOCKING <br />NAILING <br />�N <br />SHEATHING SPUCE-SAME THICKNESS AND <br />STUD SPACING PER PLA STRUCTURAL SHEATHING PER pLAN� <br />STRENGTH AXIS ORIENTATION AS WALL SHEATHING <br />r01 TYPICAL SHEATHING DETAIL <br />12 <br />te a . <br />EXTERIOR GABLE END SHEATHING <br />SHEATHING <br />NAIL <br />VERTICAL <br />HORIZONTAL <br />HELD <br />BLOCKING <br />REQUIRED (MIN) <br />SIZE <br />SPACING <br />SPACING <br />SPACING <br />REQUIRED <br />1/16° MIN <br />8d <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 />Ian <br />(2) SDWC15600 PLATE TO TRUSS, U.N.O. <br />— UPLIFT NAILING PER PLAN <br />TRUSS BOTTOM CHORD PER <br />MANUF. @ 24' O.C. <br />(2) SDWC15600 TOP OF <br />DBL 2X TOP PLATE. BOTTOM 2X OF TOP <br />CRIPPLES AS REQ'D PLATE TO BE SPLICED OVER A STUD. <br />JACK STUDS, U.N.O. <br />PROVIDE 48" LAP SPLICE w/ (3) 10d <br />(2) SDWC15600 TOP <br />COMMON NAILS AT ENDS. NAIL PLATES <br />PLATES TO EA HEADER <br />DBL 2X TOP PLATE. BOTTOM 2X OF TOP <br />CONT. w/ 10d COMMONS AT 16" O.C. <br />PLY ADJACENT TO EA <br />TRUSS, UNO <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 (6) 10d NAILS KING STUD TO <br />HEADER PER PLAN, (2) PLY MIN. ADDITIONAL <br />CONT. w/ 10d COMMONS AT 16' O.C. <br />MIN. ADDTIONAL JACK STUD HEADER (MIN. 3 EA. PLY) <br />JACK STUD AND CONNECTORS REQUIREMENTS <br />AND CONNECTORS <br />PER PLAN. <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 Y 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. F F T- <br />II II <br />(3)SDWC15450 O BOTTOM <br />OF JACK STUDS, U.N.O. <br />NAILING PER PLAN <br />II II <br />II II <br />-L1-JL <br />NOTE: TYPICAL FOR EXTERIOR BEARING WALLS <br />FRAMING TO BE 20 U.N.O. ON PLANS <br />in►n� TYPICAL FRAMED BEARING WALL <br />INIT. FINISH WOOD BUCK ATTACHMENT: WOOD BUCK ATTACHMENT: <br />1x CUSTOM P.T. BUCK TO MASONRY INT. FINISH 2x OR GREATER BUCK TO MASONRY EXTERIOR CONC.WALL <br />Ix WOOD MATCH FRAME WIDTH, ATTACH w1 T NAILS @ 1x WOOD BOLT -UP THMESS < 2114' =11410 x 4' <br />1x P.T. BUCK 4' FROM ENDS AND 170.C. REMAINDER. 2x P.T. BUCK TAPCONS @ 4FROM ENDS AMID 17 O.C. <br />ATTACH WINDOW THRU BUCK INTO MASONRY ` ' ` REMAINDER w11114'EMBEDMENT <br />ATTACH WINDOW PER PER FLORIDA PRODUCT APPROVAL ATTACH DOOR PER GARAGE DOOR AND <br />FLORIDA PRODUCT FLORIDA PRODUCT TRACK, INSTALLED PER <br />' APPROVAL APPROVAL ALTERNATE: MANUFACTURERS <br />ALTERNATE �' a 1x CUSTOM PT BUCK TO MASONRY SPECIFICATIONS. <br />SILICONE SEALANT ZK OR GREATER BUCK MASONRY BRICK MOLD MATCH FRAMEWIDTH, ATTACH wl TNAILS <br />FINISH PER ELEVATION BUILT-UP fFROMESS ENDS <br />D 1?D.C. FINISH PER ELEVATION <br />TAPCONS @ 4 FROM ENDS AND 170.C. @ 4' FROM ENDS AND 170.C. REMAINDER. <br />REMAINDER wl 1114' EMBEDMENT ATTACH DOOR THRU BUCK INTO MASONRY <br />PER FLOIRIDA PRODUCT APPROVAL <br />TYPICAL WINDOW ATTACHMENT DETAIL <br />N.T.S. <br />STRUCTURAL MTHNG. <br />REFER TO STRUCTURAL SHEETS <br />FOR NALING & OTHER REQ. <br />INSULATION AS PER SPEC. <br />PRE-ENGINEERED ROOF TRUSSES. <br />REFER TO TRUSS MFGR. DINGS <br />ASPHALT ROOF SHINGLE <br />(OR TILE PER SPEC.) <br />TRUSS STRAP PER <br />STRUCT. DETAILS <br />FASCIA PER COMMUNITY SPEC. <br />FASCIA PER COMMUNITY SPEC. <br />BOND BEAM PER PLAN <br />SEE STRUCT. FOR <br />ALL RENF. REQ. <br />EXTERIOR <br />INTERIOR <br />FOR VARIATIONS <br />3 <br />OIL T-TFN. FL <br />M , <br />o e.. <br />N FINISHED GRADE <br />s, a. . <br />o MONOLITHIC END., SEE <br />STRUCTURAL DETAILS FOR <br />WM, DEPTH, & RENF. REQ. <br />CV <br />06 <br />!PICAL1 STORY WALL SECTIONTW30 <br />NITS <br />12 <br />PER <br />ELEV. <br />WGM-140 <br />STRUCTURAL SHEATHING. <br />REFER TO STRUCTURAL SHEETS <br />FOR NAILING & OTHER REQ. <br />INSULATION AS <br />PER SPEC. <br />PRE-ENGINEERED ROOF TRUSSES. <br />REFER TO TRUSS MFGR. DWG <br />ASPHALT ROOF SHINGLE <br />(OR TLE PER SPEC.) <br />TRUSS STRAP PER <br />STRUCT. DETALS <br />FASCIA PER <br />COMMUNITY SPEC. <br />SOFFIT & OVERHANG <br />PER SPEC. <br />BOND BEAM <br />PER PLAN <br />PRECAST LINTEL <br />PER PLAIN <br />OPENING w1 PRECAST <br />SLL PER PLAN <br />SEE STRUCT. FOR <br />ALL RENF. REQ. <br />EXTERIOR <br />INTERIOREA— <br />IN 9 SEE STRUCT. DETAILS <br />EA FOR VARIATIONS <br />11 19 <br />O'-TFN. FL <br />° da a <br />FNISFED GRADE <br />4. <br />MONOLITHIC FND., SEE <br />STRUCTURAL DETAILS FOR <br />4. <br />WIDTH, DEPTH & RENF. REQ. <br />TYPICAL 1 STORY WALL SECTION <br />'%3 <br />NTS <br />TYPICAL DOOR ATTACHMENT DETAIL <br />N.T.S. <br />STUD COLUMNS PER PLAN <br />SDS SCREW 016' 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: Y' x 6' SDS SCREWS <br />6-PLY: Y" x 8' SDS SCREWS <br />7-PLY: Y' x 8' SDS SCREWS <br />CS16 OR EQUIV. (TOP, <br />MIDDLE AND BOTTOM) <br />Dd NAILS 0 8" O.C. <br />i PLY) (2) 10d NAILS 0 8' O.C. <br />(EACH PLY) <br />PRIMARY METHOD <br />oa �ST�DPXA �KD ET AIL <br />WGM-150 <br />EXTERIOR CONC.WALL <br />114' DRIVE-IN ANCHOR <br />GARAGE DOOR AND <br />TRACK INSTALLED PER <br />MANUFACTURERS <br />SPECIFICATIONS. <br />rrvv I'U <br />2X6 WOOD BUCK AI CHID TO CMU wl <br />117x 6't'BOLTS OR 50x 6' SIMPSON <br />TREK HDS wl7 WASHERS AT 24, O.C. & <br />WITHIN 6' OF TOP AND BOTTOM, OR (2) <br />FRAM�NRY BUCK TO ROWS OF 114' x T MASONRY SCREWS @ <br />I?O.C. STAGGER ROWS 6' FROM EACH <br />END <br />�— 112"x 2114'HLTI SLEEVEANCHOR <br />OR EQUAL MIN.1117 EMBED INTO <br />MASONRY (1) PER BRACKET <br />FRAMETO MASONRY <br />TYPICAL GARAGE DOOR ATTACHMENT <br />5cm: <br />N.T.S. <br />in" , A❑ /TVD,/`A, 1 <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 />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 />ALTERNATE METHOD iu Lnr k„rwnL/ <br />1A110 TYPICAL FILLED CELL DETAIL <br />U V JILg FOR (4) PLY OR MORE STUD COLUMNS 1 Y v 1 %7 = <br />WGM-160 <br />2x STUDS AT 16" O.C. <br />(3) SDWC15450 @ BOTTOM <br />OF KING/JACK, U.N.O. — <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 (PILE) <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 />1 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 />10" <br />10" <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 />410" <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 />716" <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 />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 />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 />1V 4" <br />1U 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 />10' 8" <br />292 <br />525 <br />873 <br />N/A <br />1254 <br />16M <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 />1410" <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 />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 />191411 <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 I <br />N/A I <br />N/A <br />N/A <br />N/A <br />N/A <br />340* <br />N/A <br />598* 1 <br />845* <br />1114* 1 <br />1345* 1 <br />1468* <br />*PRESTRESSED <br />** 8" W/2" RECESS U-UNTELS <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 />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />O THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />2/1 /21 <br />DATE <br />44P W <br />STATE OF lV�� <br />.1 <br />i <br />llllliti <br />N <br />CV <br />95 <br />0 <br />U <br />tPulte-,"ircup- <br />RODUCT MANAGER <br />RELEASE <br />DATE: XX /XX /XXXX <br />PROJECT TYPE <br />Single Famfl <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Spruce <br />NPC MILD NUMBER <br />2116.501 <br />SHEET <br />S4.2 <br />