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° ° ° ° ° ° ° ° ° ° ° ° ° Of <br />° <br />°--NOTE: <br />H <br />PROVIDE BLOCKING <br />H <br />AT ALL <br />° <br />° <br />° <br />° <br />° <br />SHEATHING <br />EDGES. <br />° <br />° <br />° <br />° <br />° <br />° ° <br />° ° <br />° ° <br />° ° <br />° ° ° ° ° <br />° ° ° ° ° <br />° ° ° ° ° <br />° ° ° ° ° <br />° <br />° <br />° <br />° <br />° <br />° <br />AIL <br />° <br />° <br />SPACING AT <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />12' IN <br />° <br />° <br />FIELD <br />° <br />° <br />° <br />11 <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />11 <br />° ° ° ° ° ° ° ° ° ° ° ° <br />STUD SPACING PER PLAN -- <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 />5/8n 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/ 3x3 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 />01KIP-1 C AI All l7!nP_C "CD A PIAIf_% <br />1/2S <br />° <br />1/2" <br />FIAT IDI C AI All CnnC CAD A MAIM_ <br />�-2A BLOCKING <br />NAILING SHEATHING SPLICE -SAME THICKNESS AND <br />STRUCTURAL SHEATHINGJ PER PLAN STRENGTH AXIS ORIENTATION AS WALL SHEATHING <br />TYPICAL SHEATHING DETAIL <br />TOP PLATE CONNECTOR: <br />(2) SDWC15600 SCREWS @ EA STUD <br />2x STUDS AT 16" O.C. <br />SHEATHING PER PLAN <br />30TTOM PLATE CONNECTOR: <br />(3) SDWC15450 SCREWS 0 EA STUD <br />�— REFER TO FOUNDATION PLAN FOR <br />FOOTING SIZE AND LOCATION <br />OAD BEARING WALL w/UPLIFT <br />CLJGDIMAI I I ATCDAI <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 />STRUCTURAL SHEATHING <br />SPACING 012' IN FIELD <br />wu"w� � ... a ".w wr. ww • wu.w <br />W02 GABLE END SHEATHING DETAIL <br />WOOD BUCK ATTACHMENT: <br />1x_ CUSTOM PT BUCK TO MASONRY. <br />MATCH FRAME WIDTH, ATTACH w/"T' <br />NAILS 04" FROM ENDS AND 12" O.C. <br />REMAINDER. ATTACH WINDO THRU BUCK <br />INTO MASONRY PER FLORIDA PRODUCT <br />APPROVAL <br />"ATTACH <br />ATTACH WINDOW PER 2x- OR GREATER BUCK TO MASONRY <br />FLORIDA PRODUCT <br />-- APPROVAL BUILT-UP THICKNESS <2 1/4" <br />SILICONE SEALANT = 1/4"00" TAPCONS 04" FROM ENDS <br />I_.... FINISH PER ELEAVATION AND 12" O.C. REMAINDER. <br />w/1 1/4" EMBEDMENT <br />TYPICAL WINDOW ATTACHMENT DETAIL <br />WOOD BUCK ATTACHMENT: <br />2x_ OR GREATER BUCK TO MASONRY <br />BUILT-UP THICKNESS <2 1/4" <br />1/4"00" TAPCONS 04" FROM <br />ENDS AND 12" O.C. REMAINDER. <br />w/1 1/4" EMBEDMENT <br />ALTERNATE: <br />ATTACH DOOR PER Ix_ unNUM rI puun IU MRJUNKT. <br />FLORIDA PRODUCT MATCH FRAME WIDTH, ATTACH w/"T" <br />APPROVAL NAILS 04" FROM ENDS AND 12" O.C. <br />BRICK MOULD REMAINDER. ATTACH DOOR THRU BUCK <br />INTO MASONRY PER FLORIDA PRODUCT <br />FINISH PER ELEAVATION APPROVAL <br />TYPICAL DOOR ATTACHMENT DETAIL <br />ln" I AD (TvDIrAi 1 <br />#5 REBAR, CONT. IN <br />BOND BEAM <br />3OND BEAM PER PLAN <br />#5 REBAR VERTICAL <br />LAPPED 25" MIN. U.N.O. <br />#5 REBAR VERTICAL IN <br />SOLID FILLED CELLS, <br />(SEE PLAN). <br />#5 REBAR VERTICAL <br />LAPPED 25" MIN. U.N.O. <br />3"x5" CLEAN OUT AT ALL <br />FILLED CELLS. <br />EXTERIOR CONC.WALL •': ,: <br />• 44 ' <br />* A <br />'.: A w♦ •• <br />GARAGE DOOR AND __ -, <br />TRACK, INSTALLED PER j <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 />II II <br />II II <br />II II <br />II II <br />II II <br />II II <br />Ll_.JL. <br />NOTE: FOR EXTERIOR BEARING WALLS ONLY <br />ujnr1TYPICAL_FRAMED BEARING WALL <br />IT v v ►= <br />L-2x6 WOOD BUCK ANCHORED TO CMU w/ 1/2'x6' 'L' BOLTS OR <br />x6' SIMPSON T1TEN HD'S w/ 2' WASHERS AT 24' O.C. & <br />AT CMU WA11..S USE 2x P.T. ATTACHED TO BLOCK OR <br />— <br />WITHIN 6' OF TOP AND BOTTOM. OR (2) ROWS OF 1/4'x3' <br />MASONRY SCREWS 012' O.C. STAGGER ROWS 6' <br />LINTEL WITH POWFR DRIVEN FASTENERS AT 12' O.C. <br />FASTENERS TO BE 1/8' DIA MIN. AND EMBEDDED 3/4' YIN. <br />0'-16' MAX. GAP <br />FRAME TO BUCK TO MASONRY <br />CAPACITY TO 1511� <br />2x ANGLE AS REWIRED w/ (2) 10d <br />TOE NAILS AT EACH END. <br />E <br />3 <br />EXTERIOR CONC.WALL ; • <br />•v __._ <br />STRUCTURAL SHEATHING REOURFD AT 2 SIDES IN <br />2x4 FILL w/ 2' MAX GAP <br />1/4' DRIVE-IN ANCHOR <br />. <br />y <br />WLNDOWS AND DOORS AND AT ENTRIES WITHOUT <br />I'RAMING. TH OUTSIDE ONLY WHEN <br />CKS. BLOCK <br />S REQUIRED A T WINDOW <br />a <br />BARREL FRAINING NBAWL <br />FASTENER LOCATIONS. <br />GARAGE DOOR AND <br />•: <br />TRACK, INSTALLED PER : • <br />:-. <br />MANUFACTURERS u' *4. <br />n.. , <br />Ix P.T. SHIM <br />SPECIFICATIONS. ll <br />, <br />NOTES <br />ALTERNATE ARCH TOP <br />MINOR CHANGES MAY OCCUR ACCORDING TO INDINOUAl OPEr4NG. <br />'TYPICAL <br />IF WINDOW OR DOOR IS INSTALLED IN OPENING SEE <br />1/2' x 2 1/4' HILTI 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 />— <br />WHERE WINDOW FASTENER DOES NOT HAYS 2x BACKING, THE <br />FRAME TO MASONRY <br />FASTENER MUST EXTEND TL4i0UGH 1x SLIM INTO BASE MATERIAL <br />ALTERNATE ARCHTDP <br />PER THE YANUFACTU VS PUBLISHED RECOMWIFNDATIONS <br />YPICAL GARAGE <br />DOOR ATTACHMENT DETAIL rW,3 ARCH FRAMING <br />DETAIL <br />STUD COLUMNS PER PLAN <br />Y SDS SCO 01C C.Q- <br />STAGGERED EACH SIDE OF <br />POST (RESULTING IN 8' O.C. <br />STUD COLUMNS PER PLAN OVERALL SPACING) <br />4—PLY: ' x 5' SDS SCREWS <br />5—PLY: N x 6' SDS SCREWS <br />6—PLY: Y x 8' SDS SCREWS <br />7—PLY: Y, x 8' SDS S REIW5 <br />(2) 10d NAL& 0 8' O.C. <br />(EACH PLY] <br />(2)10d NAILS 0 8' O.C. <br />(EACH PLY) <br />15 REBAR w/ A.C.I. STANDARD HOOK AT 8' KNOCK OUT BLOCK w/ <br />TOP. LAP PER GENERAL NOTES. �— J5 BAR GROUTED SOLID <br />15 VERTICAL BAR IN <br />GROUTED CELL <br />SEE FOUNDATION PLAN BOND BEAM TOP COURSE <br />AND DETAILS FOR FOOLING T8' CMU WALL LAID IN <br />cn <br />REINFORCING. LINTEL OVER OPENING RUNNING BOND. <br />i-10' LAP (TYPICAL) <br />,�,io TYPICAL FILLEDU ELL DETAIL <br />PRIMARY METHOD <br />STUD PACK DETAIL <br />FOR (4) PLY OR MORE STUD COLUMNS <br />W18�TEPPED BOND BEAM OVER LINTEL <br />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 0 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 />L <br />II II <br />II II <br />II II <br />II II <br />II II <br />J II II <br />_L1=JL <br />PIN <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 />I 12" TYPE C <br />14" TYPE B** <br />114"TYPEC** <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 />10" <br />10" <br />4'0" <br />2'8" <br />1783 <br />2561 <br />2751 <br />3280 <br />1 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 />249 <br />3090 <br />4567 <br />5365 <br />4766 <br />5817 <br />7074 <br />8203 <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 />83W <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 />81011 <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 />10-6-1 <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 />10.01. <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 />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 />1216" <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 />12'0.1 <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 />174" <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 />598* <br />845* <br />1114* <br />1345* <br />1468* <br />*PRESTRESSED <br />** 8" W/2" RECESS U-LINTELS <br />Type A = Unfil led no Rebar; Type B = Continuous Grout, Steel per Plan in Bond Beam Only; Type C = Conti nous Grout, Steel per IC.O.A.# ARCHITECTURE <br />C.O.A,•# ENGINEERING: <br />29349 <br />n THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />12-13-2019 <br />DATE��i�StlNlt7rfj <br />OR <br />//Jim <br />r�`�V •'• 1.l r <br />ti r <br />t2 <br />0 <br />N <br />c� <br />0 <br />U <br />oLO <br />e-4 <br />CU <br />4-4 <br />00 <br />0 <br />O <br />00 <br />A� <br />iN <br />4-J <br />N <br />4:l� <br />Uc <br />0 <br />cl <br />bb <br />'2 <br />rmlq <br />N <br />a <br />*PulteGroup- <br />PRODUCT MANAGER <br />RELEASE <br />DATE: 11 /08 /2019 <br />PROJECT TYPE <br />Single Famil <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Hanover <br />NPC CHILD NUMBER <br />2375.500 <br />SHEET <br />S4.2 <br />