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- I :- --1 - .1_ - - I - - - - -. STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT PRE04GIEEiED'WCOD TRUSSES AT 24' O.C. MAX. .DR. 2x BLOCIONG AT SHEATHING 2(RBBON BOARD ATTACHED EDGES w/ (3) 8d NAILS INTO TRUSS TO TRUSS w; (3)1 Od WILE, 24' CONTINUOUS STRUCTURAL O.C. CENTER MAX SPACING SHEATHING NAIL PER TYPICAL CONTINUOUS STRUCTURAL SHEATHING DETAIL SHEATHING MIL PER TYPICAL TYPICAL TRUSS SHEATHING DETAIL ANCHOR PER PLAN DETAIL AT TRUSS HEEL > 91 !4' TYPICAL TRUSS ANCHOR PER PLAN NOTE: REFER TO ARCHITECTURAL DRAWINGS AND/OR 1 AUSS MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE INFORMATION. (Le. HEEL HEIGHTS, SLOPE, OVERHANGS) STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 24' O.C. MAX. TRUSS ANCHOR PER PLAN ,1 FASCIA, (SEE ARCH DWGS) BOND BEAM PER PLAN DEAL AT TYPICAL TRUSS w HEEL < 91 4' ROOF TRUSS ON MASONRY 2x4 OUTLOOKER PER DRAWINGS I 2x6 FASCIA 5 1x6 w/(3) 8d EA. OUTLOOKER V 1 Scale: File Name: 1/2"=1'-0" RWM-01C TURAL HING SEE =_AN TTACHMEN- UG'`E_PE; ES A- 24' 20 BLOCKING AT O.C. w/ (2) 12d TOE NAILS EACH END TO TRUSS BOND BEAM PER SHEATHING PLAN AND SCHEDULE META16 AT 8" CMU WALL. SEE PLAN MAX. GAP FOR VERT. REINF. WALL TO 9U Y " NO WALL BRACING AT NON -BEARING EXTERIOR WALL R07 Ni - -- _L (8) 10d NAILS EACH (4) 1/4" 0 c 2-1/4" MI ENGINEERED WOOD ROOF TRUSS AT 24' O.C. MAX. CMG WAIL SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 CONDTIONS OF USE: (OR APPROVED EQUAL) 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED FIVE (5) CONSECUTIVE LOCATIONS. AT EACH MISSED 2. UPLIFT VALUE FCC TRUSS LOCATION DOES NOT EXCEED 1,175 Ibs. UPLIFT. LOCATION. 3. NOT ACCEPTABLE ON MUL11-PLY TRUSS APPLICATIONS. IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. FR13)MISSED- TRUSS STRAPREPAIR `u (TYPICAL CMU WALL CONNECTION) 20 OUTLOOKER PER DRAWINGS 2x4 FASCIA SHEATHING _ ORPER PLAN. GABLE TRUSS PER PLAN 2x4 BETWEEN EA. OUTLOOKER w/(2) 10d TOENAILS LuEDIMENT BLOCKING GABLE VALLEY SET TRUSSES AT 24' O.C. ROOF SHEATHING PER PLAN MIN. 9' LONG 20 GA. FLAT STRAP w/ (8) 10d SHEATHING PER -OR- PLAN. 2x4 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 10d EACH END. R06)LmVALLEY SET OVER FRAME 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING STRUCTURk SrEA-'- NO ER _A\ AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK 4 BAYS BACK STRUCTURAL SHEATHING PER PLAN 2x4 LADDER ,AMONG A- 24 REQ'D AT FROM GABLE TRUSS. 2x4 LADDER FRAMING AT 24' O.C. REQ'D AT OVERHANGS PEA R A 'L' ATACH TO TRUSS WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE OVERHANGS GREATER THAN 12". ATTACH TO TRUSS TOP Cr . 2 E N 24" O.C. SIDE OF BLOCKING. TOP CHORD w/ (2)-16d NAILS AT 24" O.C. CON i_ 21' . 2 �� NA_S Ir I CONT. 20 w/ (2) 12d NAILS 1. AT A�S -6' 6-6' a ONE 2x4 "L' cA . STRUCTURAL SHEATHING 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO 2. AT VERTi'�;�5 ;)v"=�i 6'-6' '; 8'-4" USE (2) 2x4 '_' PRE-ENGINEERED WOOD SHEATHING PER PLAN. GABLE TRUSS PER PLAN VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN PRE-ENGINEERED ROOF TRUSSES 0 MAX. 24' O.C. SHEATHING PER ARCH J 1x4 FURRING AT INSTALLED PER MANUF. MAX. 16" O.C. w/ (3)10d AT EA TRUSS soy EXTERIOR CEILING FURRING SCALE: N.T.S. SHEATHING PER _ OR - PLAN. (1) SDWC15600 TRUSS SCREW TO EVERY TRUSS BELOW 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6° O.C. w/ MINIMUM 8d NAILS. BLOCK4 BAYS BACK FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. VALLEY SET IRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN SHEATHING PER PLAN. ----- , -- - -,- -- --� .._ BACKS � ;, EA. SIDE) (OR FRnM_ -_� SASE 3 BELOW). BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE TRUSSES AT 2'-0" O.C. MAX. 3 SEE PLAN FOR ATTACHMENT OF ALL 3 ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" STRUCTURAL SHEATHING. _ � ,Y_CABS OVER 8 : -- ,. _y . _ USE ONE 2z� r 0" 3. �� O.C. 0 APPROX. 45-DEG ANGLE. TRUSS ANCHOR SEE CONN. CHART 3 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE "L' HAS AND AN ADD.T3NA ; ?; ANAL BRACE IS SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP 2x4 "L" BACK. REA HE PEAK AN .`RY OTHER VERTCA- `-E NAILED w/ (2) ROWS 10d GUN NAILS 0 8" O.C. BOND BEAM PER PLAN S RAND- AT A DIAGONAL AT M; 2. AT VERTICALS OVER 6'-6" HEIGr- AND "0 �_ 2_ Cl, NG =A THE ROOF (2) SIMPSON A23 w/ (8) 10d x 1-1/2" . SIDE) USE (2) 2x4 "L" BACKS (1 EA. ( (OR SHEA--ti; *, �C, '2�'s A- EACH- E`,J. IN ADDITION (ONE ON EACH SIDE OF BRACE TO TOP PLATE). 2 SHTG FRAME PER CASE 3 BELOW) THE SECOND DIAGONA-, ' IS ALSO REQUIRED AT THESE VcRTIL,kS AN-- MUST BE ATTA---L- TO EACH "L" BACK W `- 1"2; 12.'s AND ONE SIMPSON -S CONNECTOR. h LSHEATHING SIDE NAIL A__ "_' B4;�: ,N_ _ NGBACKS w/ 12c. PER PLAN AT 6" O.C. NCTCm '�° 5`"'S '" AND BOTTOM. PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2" 0 x 10" CMU ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"x2" PL. STR'UC�'.,R� SrEA�r�4; WASHERS AND 7" EMBEDMENT. SEE P-AN : 47ACrMEN' MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED NA]_ BCTTOM CHORD BEAM PER PLAN. FOR RAKED BEAM AT VAULTED TRUSS w/ 12c's A- 4' CONDITION, SEE PLAN AND DETAIL. CONT. 2z4 CON-NGAS 2x4 NAILED FLAT TO TOP OF BRACE ("T" 2x6 NAILED ;' STRUC T BRA, BRACE) NAILED TO DIAL. w/ 10d GUN 0 TOP NAILS 0 8" O.C. BUTT JOINT ALLOWED SHEATHNNG SEE =_A"� �' (48" MIN MEMBER LENGTH), BRACED FOR AT'A rMEN" REQUIRED TO BE CONTINUOUS OVER DIAL. BRACE SPLICE SHOWN F EL_ NA JNG �/ ')PLAN / PER � 2x4 BLOCKING AT 48" O.C. - \ / 3 TRUSS BAYS 2x6 NAILED 0 BOTTOM FRAMING WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE GABLE END TRUSS BRACING DETAIL R09 GABLE END —FASCIA x SEE ARCH. BLOCKING DRAWINGS 3. AT VERTICALS OVER 8'-4" TO 13'-0" 8" CMU WALL OR USE ONE 20 "L" BACK AND AN LINTEL, SEE PLAN SHEATHING PER ADDITIONAL DIAGONAL BRACE IS REQUIRED FOR REINFORCEMENT PLAN AT THE PEAK AND AT EVERY OTHER MASONRY VERTICAL MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE - 2x4 DIAGONAL BRACING w/ (5) 12d BLOCKING BELOW THE ROOF SHEATHING w/ COMMON NAILS TO BLOCKING AND (5) 12d's AT EACH END. IN ADDITION TO TO THE °L" BACK. UNLESS NOTED THE SECOND DIAGONAL, A STRONGBACK IS OTHERWISE ON PLANS, PROVIDE ALSO REQUIRED AT THESE VERTICALS AND ONE BRACE AT THE PEAK AND THE MUST BE ATTACHED TO EACH "L" BACK REMAINDER AT 48" O.C. DIAGONALS WITH (2) 12d's AND ONE SIMPSON H2.5A OVER 8'-0" MUST HAVE AN OR ONE USP RT5 CONNECTOR. TRUSS ANCHOR ADDITIONAL "T" BRACE ATTACHED SEE CONN. CHART TO THE NARROW EDGE w/ /12d's SIDE NAIL ALL "L" BACKS AND FRAMING PER PLAN AT 6" O.C.. "T" BRACE LENGTH TO STRONGBACKS w/ 12d's AT 6" O.C. NOTCH BE THE DIAGONAL'S LENGTH MINUS "L" BACKS AT TOP AND BOTTOM. 12' FROM EACH END. WOOD DUTCH HIP GABLE TRUSS BRACING DETAIL R09B .Y - - - -- "X" = 10% HOUSE WIDTH 7( RIDGE--' X 0 GABLE END "X" = 10% HOUSE WIDTH RIDGE J �i GABLE END "X" = 10% OF HOUSE WIDTH 3 x /Y_2 x < O RIDGE �3 0 x BOSGABLE X_TON HIP X HIP - � ROOF SHEATHING NAILS ROOF FASTENING ZONES SHINGLE: 8d RING SHANK _ 1 _ 2 7/16" SPAN RATED PLYWOOD OR OSB 0.113" x 2-3/8" OFFSET DIMENSION "X" = 10% HOUSE WIDTH "X" TILE: 15/32" SPAN RATED PLYWOOD —— — - - - OR OSB PANEL EDGES 0 SUPPORTS (1) 6" O.C. 6" O.C. METAL: PANEL FIELD 1 6" O.C. 6" O.C. 15/32" SPAN RATED PLYWOOD w/24 GA. 19/32" SPAN RATED PLYWOOD w/26 GA. NOTES: - 1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS -TYPICAL. 2. EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES. 3. FASTENING ZONES 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE WIDTH, DIMENSION "X" OFFSET FROM ROOF EDGE. 30' WIDE HOUSE = 3' ZONE, 40' WIDE HOUSE = 4' ZONE, 50' WIDE HOUSE = 5' ZONE, 60' WIDE HOUSE = 6' ZONE R11 OF SHEATHING ATTACHMENT DIAGRAM "X" 4" O.C. 6" O.C. -2x4 PURLIN 0 EA VALLEY TRUSS. NAIL TO COMMON TRUSS w/(3) 16d GUN NAILS BOTTOM CORD OF VALLEY TRUSS NAILED TO PURLIN w/ 10d GUN NAIL 0 8" O.C. 2x4 LADDER FRAMING AT 24" O.C. REO'D AT OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24" O.C. CONT. 2x6 w/ (2) 12d NAILS STRUCTURAL SHEATHING PER PLAN 2x BLOCKING BETWEEN EA. TRUSS MEMBER OR TRUSS WEB. 2x LEDGER w/2-10d 0 EA. CROSSING TRUSS MEMBER FOR ROOF SHEATHING NAILING 20 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK 8'-0' BACK FROM GABLE TRUSS. 2x4 DIAGONAL BRACING w/ (5) 12d COMMON NAILS EA. E4ND D 32" MAX. SPACING —IF LENGTH IS LESS THAN 4'-0" USE 2x4 'L' BACK, IF LENGTH IS GREATER THEN 4'-0" USE (2) 2x4 "L" BACKS. NAIL "L" BACKS w/12d 0 12'O.C.(NOTCHED 0 TOP w/2-12d TOENAILS "L" BACK -EXTEND 6" PAST LOWER ROOF SHEATHING SHEATHING PER PLAN) R09C PARTIAL GABLE END TRUSS DETAIL PARTIAL GABLE C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 F1 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # H6025 FLORIDA 3/31121 DATE``11111Itil/�% EN 6 lli1111\�� 111, (LI C � �i M r ..4 v .N0 M ul) L� C=) H � v a` v� U� $� m ccS � w Ob4 Q-, 1--I C" c N 0 tPulte PRODUCT MANAGER RELEASE DATE: Xx XX XXXX PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Highgate NPC CHI'M NU ER 2811.500 SHEET S4.1