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O <br />o <br />�— <br />z x <br />2x BLOCKING AT <br />o <br />SHEATHING EDGES <br />t <br />NOTE <br />STRUCTURAL SHEATHING CONTINUOUS <br />REFER TO ARCHITECTURAL <br />AT TRUSS HEEL, w/ SHEATHING EDGE <br />DRAWINGS AND/ OR TRUSS <br />NAILING REQUIRED. <br />MANUFACTURER DRAWINGS FOR <br />FRAMING PER PLAN <br />CONTINUOUS STRUCTURAL SHEATHING <br />SPECIFIC TRUSS PROFILE <br />INFORMATION. (i.e. HEEL <br />WHEN 9-1 4' < "D' < 15-1 4': <br />/ <br />HEIGHTS, SLOPE, OVERHANGS). <br />SOLID 2x BLOCKING BETWEEN <br />TRUSS ANCHOR PER PLAN <br />TRUSSES ATTACHED TO TOP <br />5 <br />PLATES w/ 8d NAILS 0 6 O.C. <br />STRUCTURAL SHEATHING <br />ALONG LENGTH OF BRACED N' <br />SEE PLAN AND DETAILS FOR <br />DETAIL AT RAISED <br />HEEL <br />WALL PANELS . <br />ATTACHMENT <br />o <br />PRE-ENGINEERED WOOD TRUSSES AT 2'-0' O.C. MAX. <br />TRUSS ANCHOR PER PLAN <br />FASCIA <br />SEE ARCH. DRAWINGS <br />BOND BEAM PER PLAN <br />R01 <br />I'OOF TRUSS ON MASONRY <br />STRUCTURAL SHEATHING PER PLAN <br />2x4 LADDER FRAMING AT 24' O.C. REQ'D AT <br />OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS <br />TOP CHORD w/ (2)-16d NAILS AT 24" O.C. <br />CONT. 2x4 w/ (2) 12d NAILS <br />1. AT VERTICALS 3'-6" TO 6'-6' USE ONE 2x4 °L° BACK.--N, <br />2. AT VERTICALS OVER 6'-6' TO 8'-4' USE (2) 2x4 <br />BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). <br />3. AT VERTICALS OVER 8'-4' TO 13'-0' USE ONE 2x4 :: O <br />'L' BACK AND AN ADDITIONAL DIAGONAL BRACE IS <br />REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL <br />MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID <br />HEIGHT AND TO THE BLOCKING BELOW THE ROOF <br />SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO <br />THE SECOND DIAGONAL, A STRONGBACK IS ALSO <br />REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED <br />TO EACH 'L' BACK WITH (2) 12d's AND ONE SIMPSON H5 <br />CONNECTOR. <br />PER PLAN <br />2x BLOCKING BETWEEN TRUSSES w/ <br />(3) 8d INTO SUPPORT 0 EA END TO <br />ADJACENT TRUSS OR TO TOP PLATES <br />SHEATHING PER PLAN <br />� '^ I TRUSS SCREW THRU �A110N OF BRACING AT <br />"' � TOP PLATES TO TRUSS VAULTED TRUSS. <br />DETAIL AT RAISED HE <br />TRUSS SCREW O 0 <br />NOTE: PER PLAN CONTINUOUS BRACING TRUSS MANUF. <br />'vz <br />REFER TO ARCHITECTURAL DRAWINGS <br />AND/ OR TRUSS MANUFACTURER SHEATHING PER PLAN <br />DRAWINGS FOR SPECIFIC TRUSS PROFILE STUD PER PLAN <br />INFORMATION. (i.e. HEEL HEIGHTS, <br />SLOPE, OVERHANGS). <br />FRAMING PER PLAN <br />Q TRUSS SCREW THRU TOP PLATES TO TRUSS <br />Q TRUSS ANCHOR ATTACHED TO TOP PLATES ON EXT. SIDE OF WALL <br />R02 ROOF TRUSS ON FRAME <br />2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH <br />END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING <br />AT 6' O.C. w/ MINIMUM 8d NAILS. BLOCK 4 BAYS BACK STRUCTURAL SHEATHING PER PLAN <br />FROM GABLE TRUSS. 20 LADDER FRAMING AT 24' O.C. REQ'D AT <br />WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS <br />SIDE OF BLOCKING. TOP CHORD w/ (2)-16d NAILS AT 24" O.C. <br />2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO <br />BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE <br />ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" <br />O.C. 0 APPROX. 45-DEG ANGLE. <br />SPLICE DETAIL FOR DIAGONAL 4' LAP WITH 'T" LAP <br />NAILED w/ (2) ROWS 10d GUN NAILS 0 8' O.C. <br />(2) SIMPSON A23 w/ (8) 10d x 1-1/2' <br />(ONE ON EACH SIDE OF BRACE TO TOP PLATE). <br />SIDE NAIL ALL "L' BACKS AND STRONGBACKS w/ 12d's SHEATHING PER PLAN <br />AT 6' O.C. NOTCH 'L" BACKS AT TOP AND BOTTOM. PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2' 0 x 10" <br />ANCHOR BOLTS AT 4'-0' O.C. MAX. w/2'x2" PL <br />STRUCTURAL SHEATHING CMU <br />SEE PLAN FOR ATTACHMENT WASHERS AND 7" EMBEDMENT. <br />NAIL BOTTOM CHORD OF GABLE MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED <br />12d's AT 4' O.C. BEAM PER PLAN. FOR RAKED BEAM AT VAULTED <br />TRUSS w/ CONDITION, SEE PLAN AND DETAIL <br />/ CONT. 2x4 <br />20 NAILED FLAT TO TOP OF BRACE ('T° 2x6 NAILED <br />CONTINUOUS / \ BRAG) NAILED TO DIAG. w/ 1Od GUN 0 TOP <br />STRUCTURAL NAILS 0 8' O.C. BUTT JOINT ALLOWED <br />SHEATHING SEE PLAN (48' MIN MEMBER LENGTH), BRACED <br />FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. <br />FIELD NAILING / BRACE SPLICE SHOWN \ <br />PER PLAN 2 4 BLOCKING AT 48" 0 C <br />\ 3xTRUSS BAYS <br />2x6 NAILED 0 BOTTOM <br />FRAMING <br />WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE <br />R09 "GABLE EiUTRUS�SB RACING DE�tl <br />GABL <br />(8) 10d NAILS EACH ' <br />ENGINEERED WOOD <br />ROOF TRUSS AT 24" <br />O.C. MAX. <br />CMU WALL <br />(4) 1/4' 0 c 2-1/4" MASONRY <br />SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 <br />COND110NS OF USE: (OR APPROVED EQUAL) <br />1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED FIVE (5) CONSECUTIVE LOCATIONS. AT EACH MISSED <br />2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 lbs. UPLIFT. LOCATION. <br />3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS. <br />IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. <br />('1313 MISSED TRUSS STRAP REPAIR <br />(TYPICAL CMU WALL CONNECTION) <br />CONT. 20 w/ (2) 12d NAILS <br />STRUCTURAL SHEATHING <br />PRE-ENGINEERED WOOD <br />2x4 OUTLOOKER <br />PER DRAWINGS <br />2x6 FASCIA <br />1 x6 wA3) 8d 0 <br />EA. OUTLOOKER <br />VALLEY SET TRUSSES \ <br />AT 24" O.C. <br />ROOF SHEATHING <br />PER PLAN <br />MIN. 9' LONG 20 GA. <br />FLAT STRAP w/ (8) 10d <br />SHEATHING PER —OR- <br />PLAN. <br />20 <br />BLOCKING UNDER TRUSS <br />ENDS. NAIL TO TRUSS CHORDS <br />w/ (3) 10d EACH END. <br />Qua VALLEY SET OVER FRAME <br />I Ivv ►M <br />20 BLOCKING AT DIAGONALS ONLY. <br />ATTACH AT EACH END w/ (2) 12d <br />TOENAILS. NAIL SHEATHING TO <br />BLOCKING AT 6' O.C. w/ MINIMUM <br />8d NAILS. BLOCK4 BAYS BACK <br />FROM GABLE TRUSS. <br />WHEN SECOND BRACE IS REQUIRED, <br />NAIL TO OPPOSITE SIDE OF BLOCKING. <br />TRUSSES AT 2'-0" O.C. MAX. <br />3 <br />SEE PLAN FOR ATTACHMENT OF ALL <br />STRUCTURAL SHEATHING. <br />TRUSS ANCHOR <br />3 <br />1. AT VERTICALS 3'-6' TO 6'-6' USE ONE <br />SEE CONN. CHART <br />2x4 "L" BACK. <br />BOND BEAM PER P <br />2 AT VERTICALS OVER 6'-6' TO 8'-4" <br />USE (2) 2x4 'L' BACKS (1 EA. SIDE) (OR <br />FASCIA 2x SHTG. <br />FRAME PER CASE 3 BELOW). <br />SEE ARCH. BLOCKING <br />DRAWINGS <br />3. AT VERTICALS OVER 8'-4" TO 14 <br />8' CMU WALL OR <br />USE ONE 20 'L' BACK AND AN <br />LINTEL, SEE PLAN <br />SHEATHING PER <br />ADDITIONAL DIAGONAL BRACE IS REQUIRED <br />FOR REINFORCEMENT <br />PLAN <br />AT THE PEAK AND AT EVERY OTHER <br />MASONRY <br />VERTICAL MEMBER IN THIS RANGE. ATTACH <br />THE DIAGONAL AT MID HEIGHT AND TO THE <br />2x4 DIAGONAL BRACING w/ (5) 12d <br />BLOCKING BELOW THE ROOF SHEATHING w/ <br />COMMON NAILS TO BLOCKING AND <br />"L" <br />(5) 12d's AT EACH END. IN ADDITION TO <br />TO THE BACK. UNLESS NOTED <br />THE SECOND DIAGONAL, A STRONGBACK IS <br />/ <br />OTHERWISE PLANS, PROVIDE <br />ALSO REQUIRED AT THESE VERTICALS AND <br />A <br />ONE BRACE AT THE PEAK AND THE <br />MUST BE ATTACHED TO EACH °L' BACK <br />I <br />REMAINDER"AT 48° O.C. DIAGONALS <br />NTH (2) 12d's AND ONE SIMPSON H2.5A <br />OVER 8'-0MUST HAVE AN <br />OR ONE USP RT5 CONNECTOR. <br />TRUSS ANCHOR <br />ADDITIONAL "T' BRACE ATTACHED <br />SEE CONN. CHART <br />TO THE NARROW EDGE w/ /12d's <br />SIDE NAIL ALL °L' BACKS AND <br />FRAMING PER PLAN <br />AT 6' O.C.. "T" BRACE LENGTH TO <br />STRONGBACKS w/ 12d's AT 6' O.C. NOTCH <br />BE THE DIAGONAL'S LENGTH MINUS <br />'L' BACKS AT TOP AND BOTTOM. <br />12' FROM EACH END. <br />WOOD <br />(-R09BDUTCH HIP GA_BLE TRUSS <br />BRACI�GDETAIL <br />.� <br />"X'-10% v 'X"-10% <br />HOUSE WIDTH `� I HOUSE WIDTH <br />RIDGE ' X RIDGE —' <br />� GABLE END � 7� — QQ GABLE END <br />__.L_ — J <br />BOSTON HIP <br />GABLE z <br />"X" = 10% OF <br />HOUSE WIDTH <br />3 <br />0 ® /7 <br />C� <br />RIDGE <br />ROOF SHEATHING <br />NAILS <br />ROOF FASTENING ZONES <br />SHINGLE: <br />7/16' SPAN RATED PLYWOOD OR OSB <br />8d RING SHANK <br />0.113" x 2-3/8" <br />1 <br />2 <br />3 <br />OFFSET DIMENSION "X" = 10% HOUSE WIDTH <br />"X" <br />"X" <br />0�15/32' SPAN RATED PLYWOOD <br />PANEL EDGES 0 SUPPORTS (1) <br />6" O.C. <br />6' O.C. <br />4" O.C. <br />PANEL FIELD 1 <br />6" O.C. <br />6" O.C. <br />6" O.C. <br />METAL <br />15/32' SPAN RATED PLYWOOD w/24 GA. <br />19/32' SPAN RATED PLYWOOD w/26 GA. <br />NOTES: <br />1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS —TYPICAL. <br />2. EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES. <br />3. FASTENING ZONES 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE WIDTH, DIMENSION "X" OFFSET FROM ROOF EDGE. <br />30' WIDE HOUSE = 3' ZONE, 40' WIDE HOUSE = 4' ZONE, 50' WIDE HOUSE = 5' ZONE, 60' WIDE HOUSE = 6' ZONE <br />R11 ROOF SHEATHING ATTACHMENT DIAGRAM <br />2x4 OUTLOOKER <br />PER DRAWINGS <br />2x4 FASCIA <br />SHEATHING <br />PER PLAN. — OR — <br />GABLE TRUSS <br />PER PLAN 2x4 BETWEEN EA.� <br />OUTLOOKER wA2) <br />10d TOENAILS _ <br />EDIMENT BLOCKING @ GABLE <br />VALLEY SET TRUSSES <br />AT 2e O.C. <br />ROOF SHEATHING <br />PER PLAN <br />SHEATHING PER —OR- <br />D <br />PLAN. <br />(1) <br />SDWC15600 TRUSS SCREW <br />TO EVERY TRUSS BELOW <br />PRE-ENGINEERED ROOF <br />TRUSSES 0 MAX. 24' O.C. <br />SHEATHING <br />PER PLAN. <br />GABLE TRUSS <br />PER PLAN <br />SHEATHING PER ARCH , lx4 FURRING AT <br />INSTALLED PER MANUF. MAX. 16' O.C. w/ <br />(3)10d AT EA TRUSS <br />(Sol EXTERIOR CEILING FURRING <br />SCALE: N.T.S. <br />VALLEY SET TRUSSES <br />AT 24" O.C. <br />ROOF SHEATHING <br />PER PLAN <br />SHEATHING PER <br />PLAN. <br />-�- <br />--,----,---- - - <br />- - <br />2x4 PURUN 0 EA VALLEY <br />TRUSS. NAIL TO COMMON <br />TRUSS w/(3) 16d GUN NAILS <br />BOTTOM CORD OF VALLEY <br />TRUSS NAILED TO PURUN <br />w/ 10d GUN NAIL 0 8' O.C. <br />20 LADDER FRAMING AT 24' O.C. REQ'D AT — <br />STRUCTURAL OVERHANGS GREATER THAN 12°. ATTACH TO TRUSS <br />SHEATHING SEE PLAN TOP CHORD w/ (2)-16d NAILS AT 24' O.C. <br />FOR ATTACHMENT CONT. 2x6 w/ (2) 12d NAILS ---�,_ <br />PRE ENGINEERED STRUCTURAL SHEATHING PER PLAN <br />TRUSSES AT 24" O.C. <br />2x BLOCKING BETWEEN EA <br />TRUSS MEMBER OR TRUSS WEB. <br />2x4 BLOCKING AT 2'-0' <br />O.C. w/ (2) 12d TOE NAILS <br />EACH END TO TRUSS <br />_ <br />2x LEDGER w/2-10d 0 EA <br />CROSSING TRUSS MEMBER <br />FOR ROOF SHEATHING <br />NAILING <br />BOND BEAM PER SHEATHING PER PLAN <br />PLAN AND SCHEDULE META16 AT BLOCKING w/l/4' <br />8' CMU WALL SEE PLAN MAX. GAP FROM TOP OF <br />FOR VERT. RONF. WALL TO BOTT. OF BLOCKING <br />R07 V&LBRACING AT NON -BEARING EXTERIOR WALL <br />STRUCTURAL <br />SHEATHING PER PLAN <br />PRE ENGINEERED — <br />TRUSSES AT 24' O.C. <br />TRUSS ANCHOR <br />PER PLAN <br />BOND BEAM PER PLAN SHEATHING <br />AND SCHEDULE PER PLAN <br />—ff)PL <br />R08B WALL BRACING AT BEARING WALL <br />20 BLOCKING AT DIAGONALS ONLY. ATTACH AT <br />EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING <br />TO BLOCKING AT 6' O.C. w/ MINIMUM 8d NAILS. <br />BLOCK 8'-0' BACK FROM GABLE TRUSS. <br />2x4 DIAGONAL BRACING w/ (5) 12d COMMON <br />NAILS EA. E4ND 0 32' MAX. SPACING <br />IF LENGTH IS LESS THAN 4'-O' USE 24 'L' BACK, <br />IF LENGTH IS GREATER THEN 4'-0' USE (2) 20 'L' <br />BACKS. NAIL 'L' BACKS w/12d 012'0.C.(NOTCHED <br />0 TOP w/2-12d TOENAILS <br />'L' BACK -EXTEND 6' PAST <br />LOWER ROOF SHEATHING <br />SHEATHING PER PLAN—' <br />R09C PARTIAL GABLE END TRUSS DETAIL <br />PARTIAL GABLE <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 />1 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 />V 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 />16M <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 />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 />912" <br />354 <br />535 <br />890 <br />N/A <br />1247 <br />2093 <br />2777 <br />2163 <br />2-536 <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 />IT 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 />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 />1914" <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 />LSTRESSED <br />W/2" RECESS U-LINTELS <br />A =Unfilled no Rebar; T e 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 />0 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />10/14/20 <br />DATE t`1111l111//� J, <br />;b <br />ATE <br />"I OR101' <br />AL <br />O <br />O <br />O <br />CO <br />00 <br />M00 <br />0 <br />v <br />o <br />n� <br />45 <br />Q) <br />c'tj <br />U <br />0 <br />co <br />•� <br />•O <br />V10 <br />w-4 <br />0 <br />CJ� <br />Co <br />as <br />N <br />*PulteGroup- <br />10M1 <br />S <br />�fl <br />0 <br />M <br />0 <br />,.y -10 <br />O <br />w <br />O Q <br />w <br />w <br />p° 0�/ <br />�i W <br />PRODUCT MANAGER <br />RELEASE I <br />Mir. vv /vv /vvvv <br />PROJECT TYPE <br />SPECIFICATION LEVEL <br />Nte <br />1PLAN NAME <br />Hi h ate <br />NPC WED NU ER <br />2811.5W <br />SHEET <br />S4.1 <br />