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• CONTINUOUS STRUCTURAL SHEATHING <br />TRUSS ANCHOR PER PLAN <br />STRUCTURAL SHEATHING DETAIL AT RAISED HEEL <br />SEE PLAN AND DETAILS FOR <br />ATTACHMENT <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 />5 <br />2x BLOCKING AT o <br />SHEATHING EDGES te <br />NOTE: STRUCTURAL SHEATHING CONTINUOUS <br />REFER TO ARCHITECTURAL AT TRUSS HEEL, w/ SHEATHING EDGE <br />DRAWINGS AND/ OR TRUSS NAILING REQUIRED. <br />MANUFACTURER DRAWINGS FOR FRAMING PER PLAN <br />SPECIFIC TRUSS PROFILE <br />INFORMATION. (i.e. HEEL WHEN 9-1/4' <'D' < 15-1/4':� <br />HEIGHTS, SLOPE, OVERHANGS). SOLID 2x BLOCKING BETWEEN <br />TRUSSES ATTACHED TO TOP a <br />PLATES w/ 8d NAILS 0 6' O.C. <br />ALONG LENGTH OF BRACED w N in <br />1 WALL PANELS <br />'1OOF TRUSS ON MASONRY <br />STRUCTURAL SHEATHING PER PLAN <br />20 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. 20 w/ (2) 12d NAILS <br />1. AT VERTICALS 3'-6' TO 6'-6' USE ONE 20 'L' BACK. <br />2. AT VERTICALS OVER 6'-6' TO 8'-4' USE (2) 20 'L' <br />BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). <br />3. AT VERTICALS OVER 8'-4' TO 13'-0" USE ONE 20 <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 />TRUSS SCREW THRU OCATION OF BRACING AT <br />TOP PLATES TO TRUSS VAULTED TRUSS. <br />DETAIL AT RAISED HEEL <br />TRUSS SCREW O 0 <br />NOTE: PER PLAN CONTINUOUS BRACING TRUSS MANUF. <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 />1QTRUSS SCREW THRU TOP PLATES TO TRUSS <br />(D 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 121. 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 />3 ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" <br />O.C. D 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 />STRUCTURAL SHEATHING ('EMI U I ANCHOR BOLTS AT 4'-0' O.C. MAX. w/2'x2' PL. <br />SEE PLAN FOR ATTACHMENT C+ WASHERS AND 7" EMBEDMENT. <br />NAIL BOTTOM CHORD OF GABLE MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED <br />BEAM PER PLAN. FOR RAKED TRUSS w/ 12d's AT a O.C. � CONDITION, SEE PLAN AND DETAIL AT VAULTED <br />/ CONT. 2x4 <br />20 NAILED FLAT TO TOP OF BRACE ('T' 2x6 NAILED <br />CONTINUOUS / \ BRACE) NAILED TO DIAG. w/ 10d GUN ®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 \ 2x4 BLOCKING AT 48" O.C. <br />3 TRUSS BAYS <br />FRAMING 2x6 NAILED 0 BOTTOM <br />WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE <br />R 0 9 GABLE�E �DT RUS�SB RACJNG0!�tlL <br />(8) 10d NAILS EACH <br />ENGINEERED WOOD <br />ROOF TRUSS AT 24' <br />O.C. MAX. <br />CMU WALL <br />o � <br />cn <br />(4) 1/4' 0 c 2-1/4' MASONRY <br />SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 <br />(OR APPROVED EQUAL) <br />CONDTIONS OF USE- AT EACH <br />N 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED AVE (5) CONSECUTIVE LOCATIONS. LOCATION.MISSED <br />o 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 Ibs. UPLIFT. <br />04 04 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 />MISSED TRUSS STRAP REPAIR <br />R13 <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. I` <br />20 BLOCKING UNDER TRUSS <br />ENDS. NAIL TO TRUSS CHORDS <br />w/ (3) 10d EACH END. <br />VALLEY SET OVER FRAME <br />11vv ►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 />20 "L" BACK. <br />BOND BEAM PER P <br />2. AT VERTICALS OVER 6'-6' TO 8'-4" <br />USE (2) 20 'L' BACKS (1 EA. SIDE) (OR <br />FASCIA 2x SHTG. <br />FRAME PER CASE 3 BELOW). <br />SEE ARCH. <br />BLOCKING <br />DRAWINGS <br />3. AT VERTICALS OVER 8'-4' TO 13'-0' <br />8' CMU WALL OR <br />USE ONE 2x4 'L' BACK AND AN <br />UNTIL, SEE PLAN <br />SHEATHING PER <br />ADDITIONAL DIAGONAL BRACE IS REQUIRED <br />FOR REINFORCEMENT <br />PPE <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 />20 DIAGONAL BRACING w/ (5) 12d <br />BLOCKING BELOW THE ROOF SHEATHING w/ <br />COMMON NAILS TO BLOCKING AND <br />'L' <br />, <br />(THE 12d'sAMON TO <br />TO THE BACK. UNLESS NOTED <br />DIAGONAL, ANSIRONGBACK IS <br />/ <br />OTHERWISE ON PLANS, PROVIDE <br />ALSO REQUIRED AT THESE VERTICALS AND <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 />WITH 12d's AND ONE SIMPSON H2.5A <br />OVER 8'-0' MUST HAVE AN <br />OR ONE LISP RT5 CONNECTOR. <br />TRUSS ANCHOR <br />ADDITIONAL 'I' 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 />DUTCH�Hjp GABLE�TRU�SSBRACINGD <br />ETAIL <br />R09B <br />"X' = 10% "X" = 10% 'X' = 10% OF <br />HOUSE WIDTH HOUSE WIDTH HOUSE WIDTH <br />3 <br />' tLf <br />c x <br />x O /7 x <br />0 O O 3 1 2 <br />J x x � / I 2 <br />c O x x C O <br />RIDGE X RIDGE RIDGE <br />0 GABLE END Ot GABLE END —� �J <br />x x <br />BOSTON HIP X 3 GABLE X HIPdf <br />3 <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' = 107. HOUSE WIDTH <br />"X" <br />'X' <br />TILEOR OSB SPAN RATED PLYWOOD <br />PANEL EDGES ® 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. <br />— OR <br />— <br />— <br />GABLE TRUSS <br />PER PLAN <br />2x4 BETWEEN EA. <br />OUTLOOKER wA2) <br />10d TOENAILS _ <br />:DIMENT <br />BLOCKING @ GABLE <br />VALLEY SET TRUSSES <br />AT 24' O.C. <br />ROOF SHEATHING <br />PER PLAN <br />SHEATHING PER —OR— <br />PLAN. <br />(1) SOWC15600 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 - 1x4 FURRING AT <br />INSTALLED PER MANUF. MAX. 16' O.C. w/ <br />(3)10d AT EA TRUSS <br />sot EXTERIOR CEILING FURRING <br />��j <br />SCALE N.T.S. <br />VALLEY SET TRUSSES <br />AT 2e O.C. <br />RO( SHEATHING <br />PER PLAN <br />SHEATHING PER <br />---,----,-_- - -------_ ,PLAN. <br />20 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 />2x4 LADDER FRAMING AT 24' O.C. REOD 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 />20 BLOCKING AT 2'-O' <br />O.C. w/ (2) 12d TOE NAILS <br />_ <br />2x LEDGER w/2-10d 0 EA. <br />EACH END TO TRUSS <br />CROSSING TRUSS MEMBER <br />FOR ROOF SHEATHING <br />NAONG <br />BOND BEAM PER SHEATHING PER PLAN <br />PLAN AND SCHEDULE META16 AT BLOCKING w/1/4' <br />8 CMU WALL SEE PLAN MAX. GAP FROM TOP OF <br />FOR VERT. RETNF. WALL TO BOTT. OF BLOCKING <br />R07 WALOB RACING AT NO-BEARIiGEXTERIORAW ALL <br />STRUCTURAL <br />SHEATHING PER PLAN <br />PRE ENGINEERED — <br />TRUSSES AT 24' O.C. <br />a <br />0 <br />0 <br />N <br />c? <br />9E <br />0 <br />U <br />TRUSS ANCHOR <br />PER PLAN <br />BOND BEAM PER PLAN SHEATHING <br />AND SCHEDULE PER PLAN <br />no RWALL 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 />20 DIAGONAL BRACING w/ (5) 12d COMMON <br />NAILS EA. E4ND 0 327 MAX. SPACING <br />IF LENGTH IS LESS THAN 4'-0' USE 2x4 'L' BACK, <br />IF LENGTH IS GREATER THEN 4'-0' USE (2) 20 'L' <br />BACKS. NAIL 'L' BACKS w/12d 012'O.C.(NOTCHED <br />0 TOP w/2-12d TOENAILS <br />'I! BACK -EXTEND 6' PAST <br />LOWER ROOF SHEATHING <br />SHEATHING PER PIANJ <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 />1 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 />N 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 />G 6" <br />52" <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 />62" <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 />T 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. al <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 />9-2-1 <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 />1010.. <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 />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 />1514" <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 />1-9-4"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 = Unfilled no Rebar, T e B = Continuous Grout Steel perPlan in Bond BeamOnly;Type C = Continous Grout, Steel perplan in Band Beam & Lintel <br />C.O.A.# ARCHITECTURE: <br />AA260028M <br />C <br />M <br />o <br />� <br />O <br />�4 <br />A� <br />Q) <br />CT <br />U <br />0 <br />"al <br />•O <br />� <br />wcn <br />N <br />�on MEN <br />*PulteGroup- <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX/XX/XXXX <br />r .a <br />C.O.A.# ENGINEERING: <br />PROJECT TYPE <br />49 <br />Single Famil <br />O <br />C1 THOMAS A. WESER, PE <br />r,4�; <br />P.E. # 73242 FLORIDA <br />0 BENJAMIN NIESE, PE <br />SPECIFICATION LEVEL <br />P.E. # 86026 FLORIDA <br />10/22/20 <br />l t11te <br />DATE <br />PLAN NAME <br />Highgate <br />NPC CH NU ER <br />` No. <br />2811.500 <br />' e <br />Tare OF <br />: �. <br />SHEET <br />01/ <br />�l <br />S41 <br />QNAt i <br />