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R�IR� `��114n'�F?Ijpr�f4lA+gfly <br />3 <br />a <br />�1 <br />• a • a • a N a a a a • a • <br />a <br />a <br />NOTE: <br />1011-1 <br />PROVIDE BLOCKING AT ALL <br />• <br />• <br />O <br />• <br />SHEATHING <br />EDGES. <br />• . <br />• • • • • o o N • N <br />e a a a • e a a a a <br />a <br />a <br />• <br />• • <br />o e <br />• • <br />o o <br />e <br />e <br />a <br />a <br />o e <br />e a <br />AIL SPACING AT <br />a <br />a <br />a <br />a <br />e <br />a <br />• <br />a <br />o <br />12' IN FIELD <br />a <br />e e <br />• a <br />a <br />a <br />a <br />• <br />a <br />a <br />a <br />e a a N a a a N a 01 a <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 EDGEVSPACING <br />C112I/2 s <br />e o <br />0 <br />DOUBLE NAIL EDGE SPACIN( <br />STUD SPACING PER P STRUCTURAL SHEATHING —]PER PLAN <br />-'--2x4 BLOMNG <br />SHEATHING SPLICE -SAME THM46S AND <br />STRENGTH AAS ORIENTATION AS WALL NA14NG <br />TYPICAL <br />SHEATHING DETAIL <br />W01 <br />AT CMU WALLS USE 2x P.T. ATTACHED TO BIM OR <br />LINTEL NTH POWER DRIVEN FASTENERS AT If O.C. <br />FASTENERS TO BE Ile DIA. MN. AND EMBEDDED 3/4' MN. <br />o'-ts' MAX GAP <br />MINIMUM SHEAR CAPACITY TO BE 154 <br />2x ANGLE AS REQUIRED N/ (2)10d <br />TOE NAILS AT EACH END. <br />NT. FNNH <br />STRUCTURAL SHEATHING REQINRED AT 2 SKIES IN <br />2x4 FILL w/ 2' MAX• GAP <br />1zW00D <br />WINDOWS AND DOORS AND AT ENTRIES WITHOUT <br />BARREL AWA NG. SHEATH OUTSIDE ONLY WHEN <br />BETWEEN BLOCS BLOCK <br />AS REQUIRED AT WNDOW <br />1z P.T. BUCX <br />BARREL FRAMING IS USED. <br />FASTENER LOCATIONS. <br />ATTACH WINDOW PER <br />tx P.T. SHILL <br />:, <br />FLORDAPRODUCT <br />APPROVAL <br />NOTES <br />ALTERNATE ARCH TOP <br />$DIODE SEALANT <br />MINOR CHANGES MAY OCCUR ACCORDING TO INDIVIDUAL OPENING. <br />ROSH PER EIDATDN <br />IF WINDOW OR DOOR IS NST40 IN OPENING SEE 'TYPICAL <br />WINDOW AND DOOR ATTACHMENT DETAIL' FOR INSTALLATION <br />DETAIL <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 />REWIRED <br />7 16' MIN <br />8d <br />.. <br />3' OC <br />.. <br />3' OC" <br />OC <br />12..SHEATHING <br />ALL <br />EDGES <br />GABLE END SHEATHING DETAIL <br />W02 <br />F 1 1 <br />MATCH FRAWE WIDTH, ATTACH wl T NAILS @ <br />f FROM ENDS AND 12' O.C. REMINDER. <br />ATTACH WINDOW TWA) BUG( INTO MASONRY <br />PER FLORIDAPRODUCTAPPROYAL <br />ALTERNATE: <br />2x OR GREATER BUCK TO MASONRY <br />BULT•UPTHICKIESS < 2114'=114'Ox4' <br />TAPCONS @ 9 FROM ENDS AND 12'O.C. <br />RE IANDER.w111WEMBEDMENT <br />WHERE WINDOW FASTENER DOES NOT HAVE zx BACKING, THEICAL WINDOW ATTACHMENT DETAIL <br />FASTENER MUST D(T90 THROUGH 1x SHN INTO BASE MAIIRIAL ALTERNATE ARCH TOP <br />PER THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS S <br />PTARCH FRAMING DETAIL NT.S.W13 <br />INTERIOR <br />W30 IYau <br />STRUCTURAL SHEATHING. STRUCTURAL SHEATHING. <br />REFER TO STRUCTURAL REFER TO STRUCTURAL <br />SHEETS FOR NAILING & INSULATION AS PER SPECS. SHEETS FOR NAILING & <br />OTHER REQ. OTHER REQ. / <br />SOFFIT PER MANUFACTURER'S <br />INSTALLATION INSTRUCTIONS <br />BOND BEAM PER PLAN <br />SEE STRUCT. FOR ALL <br />REINFORCEMENT <br />REQUIREMENTS <br />EXTERIOR <br />SEE STRUCT. DETAILS FOR <br />VARIATIONS <br />0'—O' <br />FINISHED GRADE <br />MONOLITHIC FOUNDATION, SEE <br />STRUCTURAL DETAILS FOR WIDTH, <br />DEPTH & REINF. REQ. <br />P. 1-STORY WALL SECTION <br />— <br />U <br />,. n <br />INTERIOR <br />Flo Na"a: <br />WGM-140 <br />NT. FIOSH <br />1xWOOD <br />2x PJ. BUCK <br />ATTACH DOOR PER <br />FLORIDAPRODUCT <br />APPROVAL <br />BRICK MOLD <br />FINISH PER EHATION <br />wpni nnno ATTAMUR IT nrun <br />N.T.S. <br />INSULATION AS <br />PER SPECS. <br />PRE—ENGINEERED ROOF <br />TRUSSES. REFER TO <br />TRUSS MFGR. DRAWINGS. <br />ROOF SHINGLE <br />(OR TILE PER SPEC) <br />TRUSS STRAP PER <br />STRUCT. DETAILS <br />REFER TO PLAN <br />FASCIA PER COMMUNITY SPEC <br />SOFFIT PER MANUFACTURER'S <br />INSTALLATION INSTRUCTIONS <br />BOND BEAM PER PLAN <br />PRECAST LINTEL PER PLAN <br />OPENING w/ PRECAST <br />SILL PER PLAN <br />SEE STRUCT. FOR ALL <br />REINFORCEMENT <br />REQUIREMENTS <br />EXTERIOR <br />SEE STRUCT. DETAILS FOR <br />VARIATIONS <br />01Lo'-o° <br />FINISHED GRADE <br />MONOLITHIC FOUNDATION, SEE <br />STRUCTURAL DETAILS FOR WIDTH, <br />DEPTH & REINF. REQ. <br />TYP. 1-STORY WALL SECTION <br />W31 <br />WOOD BUCKATTACHMENT: <br />2x OR GREATER MTO MASONRY <br />BUILT-UP THCI(NE55 < 2114'=11413 x C <br />TAPC ONS @4'FROM ENDS AND 12'O.C. <br />REMAINDER w11114'EIIBEDMENT <br />ALTERNATE: <br />ix GusTOM PT BACK TO MASONRY <br />MATCH FRAME WIDTH, ATTACH wl T NALS <br />@4'FROM ENDS AND 1?O.C.REMAINDER <br />ATTACH DOOR THI) W NA) MASONRRY <br />PER FLORIDA PRODUCTAPPROVAL <br />(2) SDWCI%O0 0 TOP OF <br />JACK STUDS, U.N.O. <br />DBL 2X TOP PLATE. BOTTOM 2X OF TOP <br />PLATE TO BE SPLICED OVERA 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.(6) 10d NAILS KING STUD <br />TO HEADER (MN 3 EA PLY)(1) SIMIPSON LSTA18 <br />CENTER ON HEADER. <br />SHEATHING PER PLAN <br />2x STUDS AT IV O.C. <br />(3)SDWC15450 0 BOTTOM <br />OF JACK STUDS, U.N.O.NAILING PER PLAN <br />EXTm GONC.WALL <br />— UPLIFT NAILING PER PLAN <br />CRIPPLES AS REQ`D <br />HEADER PER PLAN, (2) PLY <br />MIN. ADDTIONAL JACK STUD <br />AND CONNECTORS <br />REQUIREMENTS PER PLAN. <br />FASTEN WALL SHEATHING <br />AT 3' O.C. ALL AROUND <br />OPENING <br />- — J_ — — - <br />TT � f <br />_L=-1L <br />NOTE: TYPICAL FOR EXTERIOR BEARING WALLS <br />FRAMING TO BE 2x4 U.N.O. ON PLANS <br />W05 TYPICAL FRAMED BEARING WALL <br />2X6 WOOD BUCKANDMED TO CMU wl <br />11Y x 6't' BOLTS OR 518' x 6' SI IPSON <br />TEN HDSwf?%ASHEKSATNO.Q & <br />WITHIN 6` OF TOP AND BOTTOM, OR (2) <br />FRAME TO BUCK TO ROWS OF 1M'x T MASONRY SCREWS @ <br />MAsaNRY 12' O.C. STAGO ROWS 11' FROM EACH <br />END <br />k N=c — 112'x2114'ILTISLEEVEAN <br />W CHOR OR EQUAL MN.1112'EMBRD INTO <br />MASONRY (1) PER BRACKET <br />FRRAIE TO MASONRY <br />TYPICAL GARAGE DOOR ATTACHMENT <br />W16 s Fw Name <br />N.T.S. WGM-160 <br />O <br />YL.1 «� 01 <br />Y, SDS SCREW 016' O.C. — <br />STAGGERED EACH SIDE OF <br />POST (RESULTING N 8. O.C. <br />UD COLUMNS PER PLAN OVERALL SPACING) <br />4-PLY. N x 5' SIDS SCREWS <br />5-PLY: X x 6' SDS SCREWS <br />6-PLY N x 8' SDS SCREWS <br />7-PLY N x 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 />Q STUD PACK DETAIL <br />EBAR, CONT. IN <br />I BEAM <br />BEAM PER PLAN <br />EBAR VERTICAL <br />ED 25" MIN. U.N.Q. <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 />1U u+r ki irwrti/ <br />TYPICAL FILLED CELL DETAIL <br />ME>HOD wig <br />v FOR (4) PLY OR MORE STUD COLUMNS <br />(2) SDWC15600 PLATE TO TRUSS, U.N.O. <br />DBL 2X TOP PLATE. BOTTOM 2X OF TOP <br />PLATE TO BE SPLICED OVER A STUD. <br />PROVIDE 0 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 TO <br />HEADER (MN. 3 EA. PLY) <br />(1) SIMPSON LSTA24 w/ (18) 10d <br />NAILS U.N.O - CENTER ON BOTTOM - <br />HEADER <br />CONNECT WALLS PER WIO DETAIL <br />2x STUDS AT 16' O.C. <br />(3) SDWC15450 0 BOTTOM <br />OF ICING/JACK, U.N.O. — <br />TRUSS BOTTOM CHORD PER <br />MANUF. 0 24' O.C. <br />(2) SDVL15600 TOP <br />PLATES TO EA HEADER <br />PLY ADJACENT TO EA <br />TRUSS, UNO <br />HEADER PER PLAN, (2) PLY MN. ADDITIONAL <br />JACK STUD AND CONNECTORS REQUIREYOITS <br />PER PLAN. <br />TT _T F <br />II 11 <br />_11_-iL <br />NOTE: TYPICAL FOR INTERIOR BEARING WALLS w/o SHEATHING. <br />FRAMING TO BE 2x4 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 USTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS: <br />CAST-CRETE, LOTT'S CONCRETE, QUALITY PRECAST CO. <br />MAXIMUM LOAD (PLF) <br />APPROX. <br />UNTEL LENGTH <br />MAX. CLEAR <br />OPENING <br />TYPE A <br />8" LINTEL <br />8" TYPE B <br />& 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 />2110" <br />1. Go <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 />22331 <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 />46M <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 />540D <br />6224 <br />1969 <br />4375 <br />5206 <br />6113 <br />7019 <br />8672 <br />10000 <br />10000 <br />4'8" <br />344" <br />1217 <br />1349 <br />1438 <br />1716 <br />1999 <br />2560 <br />3132 <br />36% <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 />S60 <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 />G 2" <br />570 <br />991 <br />1729 <br />2108 <br />2632 <br />2205 <br />20B <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 />8' a, <br />416 <br />689 <br />1160 <br />N/A <br />1625 <br />25CA <br />3486 <br />2818 <br />33M <br />699 <br />1245 <br />N/A <br />1843 <br />2564 <br />3486 <br />2964 <br />3387 <br />1016" <br />9'2" <br />354 <br />535 <br />890 <br />N/A <br />1247 <br />W93 <br />2Tn <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 />1V 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 />u'p• <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 />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 />I N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />34V <br />N/A <br />598* <br />845* <br />1114* <br />1345* <br />1468* <br />* PRESTRESSED <br />** 8" W/2" RECESS U-UNTELS <br />Tvpe A = Unfilled no Rebar• Type B = Continuous Grout Steel per Plan in Bond Beam Onl ' Tvpe C = Continous Grout Steel per plan in Bond Beam & Intel <br />C.O.A# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />■ BEWAMIN NIESE, PE <br />P.E.# 86025 <br />O IAN MCCULLOUGH, PE <br />P.E.# 80956 <br />08/04/2021 <br />DATEI 77' <br />ORIDP' • `A% <br />MOM <br />� <br />M <br />0 <br />Ln <br />� <br />C <br />cc <br />A� <br />M <br />N <br />r <br />ai <br />U <br />0 <br />•o <br />0 <br />cn <br />�-••j <br />c� <br />N <br />� <br />*PulteGroup- <br />0 N <br />4 <br />o <br />a <br />O <br />c1r) <br />(= 9! <br />r� M <br />�O y� <br />6 <br />O � <br />U0 <br />cz � W <br />'4 Q <br />-1c 16-4 <br />v4 F— <br />O <br />PRODUCT MANAGER <br />RELEASE I <br />DATE: xx /xx /xxxx <br />PROJECT TYPE <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Sipriice <br />NPC MILD NUMBER <br />2116.501 <br />SHEET <br />S4,2 <br />