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01 <br />3 <br />m <br />0 <br />r7 <br />0 <br />0 <br />0 <br />N <br />O <br />CV <br />Lf7 <br />N <br />cn <br />O <br />a <br />° ° ° ° ° ° ° a ° <br />' <br />° <br />°---NOTE: <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />SHEATHING <br />° <br />PROVIDE BLOCKING <br />EDGES. <br />° <br />AT ALL <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />O <br />° °°° <br />° ° <br />° ° °°° <br />° ° ° ° ° <br />° ° ° <br />° ° <br />° <br />AIL <br />12' IN <br />° <br />° <br />° <br />SPACING AT <br />FIELD <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' 1/2 S <br />1/2" <br />DOUBLE NAIL EDGE SPACIN( <br />2x4 BLOCKING <br />NAILING <br />STUD SPACING PER PLA STRUCTURAL SHEATHING PER PLAN SHEATHING SPLICE -SAME THICKNESS AND STRENGTH AXIS ORIENTATION AS WALL SHEATHING <br />W01 TYPICAL SHEATHING DETAIL <br />LM <br />W14 <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 @4" FROM ENDS AND 12" O.C. <br />REMAINDER. ATTACH WINDO 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"Ox4" TAPCONS Q4" FROM ENDS <br />AND 12" O.C. REMAINDER. <br />w/1 1/4" EMBEDMENT <br />TYPIr.AI WINDOW ATTAC;HMFNT nFTAIL <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 />ODA PRODUCT <br />'ROVAL <br />CK MOULD <br />ISH PER ELEAVATION <br />TYPICAL DOOR ATTACHMENT DETAIL <br />EXTERIOR CONC.WALL <br />A <, . <br />• , b " <br />.e •. <br />•. . • A♦ <br />GARAGE DOOR AND <br /><a <br />TRACK, INSTALLED PER <br />MANUFACTURERS <br />SPECIFICATIONS. <br />2x6 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"xY <br />MASONRY SCREWS 0 12° O.C. STAGGER ROWS 6' <br />FRAME TO BUCK TO MASONRY <br />EXTERIOR CONC.WALL ` ` ° • ' . . A 4. <br />1/4' DRIVE-IN ANCHOR __ ;•aa b <br />A' <br />0* <br />GARAGE DOOR AND <br />TRACK, INSTALLED PER <°• <br />MANUFACTURERS i "°. <br />SPECIFICATIONS. i 1 — <br />I i <br />1 <br />1/2' x 2 1/4' HILR SLEEVE ANCHOR OR EQUAL TIN. <br />1 1/2' EMBED INTO MASONRY. (1) PER BRACKET <br />FRAME TO MASONRY <br />W16 Y�PIC_ALGARAGE�DO®RATTACHMENT 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 />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 />W02 GABLE END SHEATHING DETAIL <br />EBAR, CONT. IN <br />BEAM <br />BEAM PER PLAN <br />EBAR VERTICAL <br />ED 25" MIN. U.N.O. <br />EBAR VERTICAL IN <br />1 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 />IU Lill IVf1L <br />W19 IYPICAL <br />FILLED CELL DETAIL <br />12 <br />PER <br />ELU <br />INTERIOR <br />STRUCTURAL SHEATHING, <br />REFER TO STRUCTURAL <br />STRAP INSIDE FACE OF WALL PER <br />MTS16 FROM EA. TRUSS <br />WIG WHEN TRUSS STRAPS <br />TO HDR. <br />INSTALLED ON INSIDE <br />TRUSS BOTTOM CHORD PER <br />(NON -SHEATHED) FACE OF WALL <br />MANUF. 0 24" O.C. <br />EDGE NAIL SHEATHING <br />SIM•TOP &BOTTOM Of <br />PER PLAN DBL 2X TOP PLATE. BOTTOM A OF TOP <br />CRIPPLES AS REQ'D, PLATE TO BE SPLICED OVER A STUD. <br />OPENINGSON <br />OPENING FRAMING (JACK STUDS ONLY) <br />FRAMING <br />STRAPPING AT INTERIOR PROVIDE 48' LAP SPLICE w/ (3) 10d <br />EDGE NAIL SHEATHING TO TOP <br />I <br />FACE PER PLAN COMMON NAILS AT ENDS. NAIL PLATES <br />PLATE AND TOP AND BOTTOM <br />I I I OF HEADER PER PLAN <br />DBL 2X TOP PLATE. BOTTOM A OF TOP <br />CONT. w/ 10d COMMONS AT 16' O.C. <br />PLATE TO BE SPLICED OVER A STUD. <br />_ <br />— — _ _ HEADER PER PLAN, (2) PLY <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 />MIN, ADD JACK/KING STUDS <br />AND CONN. REQ. PER PLAN. <br />CONT. w/ 10d COMMONS AT 16" O.C. <br />MIN. ADDTIONAL JACK STUD HEADER (MIN. 3 EA. PLY) <br />AND CONNECTORS <br />DOUBLE UPPER SILL AS REQ. <br />(6) 10d NAILS KING STUD <br />REQUIREMENTS PER PLAN. <br />FOR SHUTTER ATTACHMENT <br />TO HEADER (MIN 3 EA PLY) <br />(1) SIMPSON LSTA24 w/ (18) 10d <br />FASTEN WALL SHEATHING NAILS U.N.O - CENTER ON BOTTOM <br />(1) SIMPSON LSTA18 <br />AT 3" O.C. ALL AROUND HEADER <br />EXTERIOR WALLS & SHEAR <br />CENTER ON HEADER. <br />OPENING <br />WALLS ONLY, FASTEN <br />SHEATHING AT 3' O.C. ALL <br />CONNECT WALLS PER W10 DETAIL 0 <br />AROUND OPENING <br />STRUCTURAL SHEATHING PER PLAN <br />INTERIOR NON -SHEATHED WALLS <br />(ON OPPOSITE SIDE OF WALL) <br />DOUBLE SILL AS REQ. FOR 2x STUDS AT 16' O.C. <br />SHUTTER ATTACHMENT <br />DOUBLE SILL AS REQ. FOR <br />_ _ _ SHUTTER ATTACHMENT <br />2x STUDS AT 16" O.C. <br />SHEATHING PER PLAN ® EXTERIOR <br />WALLS AND SHEAR WALLS (ON <br />OPPOSITE SIDE OF WALL) <br />EDGE NAIL SHEATHING <br />I I I I (1) SP4 TO KING & JACK STUD U.N.O. <br />PER PLAN <br />I I I I EDGE NAIL SHEATHING PER PLAN <br />II II <br />II II <br />NOTE: FOR <br />EXTERIOR BEARING <br />WALLS ONLY NOTE: <br />TYPICAL FOR <br />INTERIOR <br />BEARING <br />WALLS <br />w/o SHEATHING, <br />INTERIOR SHEAR <br />WALLS <br />AND EXTERIOR <br />WALLS w/ SHEATHING <br />YPICAL <br />FRAMED <br />BEARING WALL <br />W05 <br />.- <br />SHEETS FOR NAILING & INSULATION AS PER SPECS. <br />OTHER REQ. <br />PRE-ENGINEERED ROOF TRUSSES. <br />REFER TO TRUSS MFGR. DRAWINGS. <br />ROOF SHINGLE <br />(OR TILE PER SPEC) <br />TRUSS STRAP PER <br />STRUCT. DETAILS <br />REFER TO PLAN <br />Li <br />J FASCIA PER COMMUNITY SPEC <br />SOFFIT & OVERHANG PER <br />SPECIFICATIONS <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 -0n <br />FINISHED GRADE <br />MONOLITHIC FOUNDATION, SEE <br />STRUCTURAL DETAILS FOR WIDTH, <br />PTH & REINF. REQ. <br />W30 IYP.�1-S�TOR�YW�ALCSECTION <br />Z5 <br />0 <br />N <br />O <br />N <br />c� <br />cl- <br />r <br />0 <br />U <br />0 <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, QUALM 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 />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 />V 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 />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 />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 />5391 <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 />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 />8.0" <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 />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 />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 />1 2883 <br />140" <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 />148" <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 />1 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 />1 2459* <br />114" <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 />1 1379* <br />1671* <br />1997* <br />19'4" <br />1& 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.Q,A<# ARCHITECTURE: <br />AA26002802 <br />w` <br />0 <br />0 <br />� <br />i <br />c'n <br />0 <br />O <br />N <br />O <br />00 <br />Q <br />� <br />v� <br />Um <br />e`n <br />c� <br />• <br />''2 <br />O <br />0 <br />b� <br />r-"j <br />cat <br />N <br />� <br />s <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX/XX/XXXX <br />C.O.A.# ENGINEERING: <br />PROJECT TYPE <br />29349 <br />Single Family <br />C3 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />i BENJAMIN NIESE, PE <br />SPECIFICATION LEVEL <br />P.E. #A 86025 FLORIDA <br />PUlte <br />8/31 /20 <br />C7ATi ��1�1ttIII !t <br />PLAN NAME <br />Cedar <br />12810.500 <br />NPC CHILD NUMBER <br />No. 8602 <br />STAT I <br />SHEET <br />d�lttiflit�t <br />� ``, <br />