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Llu STRUCTURAL FASCIA- SEE NOTE 6'}11" STRUCTURAL FASCIA: - 2x6 NO. 2 - (2) Ibd BACK NAIL TO EA. TRUSS TAIL - SIMPSON 144 w/ (8) 8d NAILS EA. TRUSS TAIL - SPLICES ALLOWED IN SECTION OVER I6'-0" - SPLICE TO BE CENTERED BETWEEN TRUSSES. 22-1" NO2 2x6 SUPPORT BLOCK NAILED 4" oz. STAGGERED w/ 12d COMMONS AND (2) 16d BACK NAIL TI-IRU EA. TRUSS TAIL. CONNECTOR TA5LI_= SIMPSON I USP I UPLIFT (CBS) FASTENING INFORMATION ADDITIONAL INSTRUCTIONS WOOD TO WOOD HT520 HTK20 1450 (20) IOD NAILS TOTAL (2) HT520 (2) HTK20 2g00 (20) IOD NAILS EACH STRAP HIOA RT16A 1140 (q) IODXI-1/2' NAILS TO RAFTER 4 (8)IOD TO PLATE 5PH4/b/8 5PTH4/6/8 1360 (12) IOD NAILS TO STUD WOOD TO CONCRETE - 1450 (1) IODXI-1/2" NAILS 4 4" EMBEDMENT2 TYP FOR HIP JACKS OR I -PLY TRUSSES HETA20 - 1810 (10) IODXI-1/2' NAIL5 4 4' EMBEDMENT2 TYP FOR HIP JACKS OR I -PLY TRUSSES - NTAI6 1810 (10) IODXI-1/2' NAILS 4 4' EMBEDh1£NT2 TYP FOR HIP JACKS OR I -PLY TRI65M [META20 HT5M20 HTWM20 1115 (8) IOD NAILS 4 (4) 1/4"X2-3/4' TAPGON5 TYP FOR MISSED STRAPS (NO LIMIT) ::2) META2 - Ig85 ('5) IODXI-1124 NAILS EACH STRAP TYP FOR I -PLY TRU55ES / 61RDER54 ) HETA20 - 2500 (7) 16D NAILS EACH STRAP 4 4' EMBEDMENT TYP FOR 2-PLY TRUSSES / 61RDERS4 (2) HTA16 2430 (10) IOD NAILS EACH STRAP 4 4' EMBEDMENT TYP FOR I or 2-PLY TRUSSES / 61RDER54 OTHER CONNECTORS M6T MU6T15 3g65 5/8' ATR EMBED 6' 4 (22) IOD NAIL5 TO MOOD ADD 4' TO EMBED FOR LINTEL BEAMS H6T HU6T 91g0 (2)3/4" ATR EMBED6T] 10' 4 (8) [I6 FOR HIOD NAILS ADD 4' TO EMBED FOR LINTEL BEAMS F6TR - 5000 (2) 1/2'X5" TITEN HD 4 (16) SD51/4X3 TO WOOD MAY BE F6TRHL/R (3850 MAX UPLIFT) (2) F&TR - g400 (2) 1/20X5' TITEN HD 4 (IS) SD51/4X3 TO WOOD (EN MAY BE (2) F&TRHL/R (1200 MAX UPLIFT) HTT4 HTT4 4235 5/8" ATR EMBED 6' 4 (18) 16D NAILS TO WOOD ADD 4' TO EMBED FOR LINTEL BEAMS HTT5 HTT5 5Og0 5/8' ATR EMBED 6' 4 (26) 16D NAILS TO WOOD ADD 4' TO EMBED FOR LINTEL BEAMS HDG8-SD5 PHD8 1630 1/8' ATR EMBED 12' 4 (20) 3' WOOD 50REY5 3 1/2" MIN WOOD MEMBER HHDGII-SD5 UPHDq 11610 1' ATR EMBED 12' 4 (24) 3' WOOD SCREWS 5 1/4' MIN WOOD MEMBER 014-5 UPHD14 13110 1" ATR EMBED 12" 4 (50) 3' WOOD SCREWS 5 1/4' MIN WOOD MEMBER MBHA NFMXXU 3165 3/4'X8' ATR EMBED FACE 4 TOP (1/2' TOP FOR NFM) ENGINEER TO SPECIFY U5A6E ON PLANS RP522 KRP522 1120 (8)16D NAILS EACH END NOTCHED PLATE REPAIR AT EACH PLY GENERAL NOTES 1) NAILING MAY BE REDUCED FOR LOWER UPLIFTS. PROVIDE N IODXI-1/2' NAIL FOR EA 100 LB5 OF UPLIFT (4 NAILS MIN). 2) MISSED STRAPS PROVIDE HT5M20A4TN?-t20 1-1/2' MIN EDGE DISTANCE. UNLIMITED USE MAXIMUM UPLIFT 1115#. FOR UPLIFTS TO 34165# PROVIDE M16TI5/M6T 3) NHERE ENGINEER SPECIFIES REFERENCED STRAP FOR I -PLY TRUSSES, ADD 24' MIN 2X 5CAB TO TRUSS CHORD ■ ■ ■ TYPE DESIGNATION F a FILLED WITH GROUT / U a UNFILLED QUANTITY OF *5 REBAR AT I BOTTOM OF LINTEL GAVITY OFIC -I1BAT L QUANT'ITY OF •5 REBAR AT TOPL ■ NOMINAL HEIGHT � CRSE INIRM ■ NOMINAL MOTH CENTER A� �M(U RW'D 1-1/2' CLEAR • "� ' NOTE: SOLID NOTE: SOLID ■ GROUT LINTEL W/ GROUT LINTEL W/ 6ROUT 3000 PSI 3000 PSI CONCRETE CONCRETE RESAR AT BO'T OM &F16-15/1T 8F20-115/1T • • of LINTEL. GANATY (TYP. UND-) (TYP. UNA-) BOTTOM REINFORGIN6 7i/�•AG PROVIDED IN LINTEL 6' NOMINAL WIDTH ■ af PRE-CAST LINTEL DETAIL5 CALE : NOT TO SCALE LINTEL NOTES: THE FOLLOWING OPTIONS ARE ALLOWED AS NOTED ON THE PLANS L I6" DEPTH MAY BE ALTERED AS INDICATED ON THE PLAN BY MODIFYING THE NUMBER OF FULL OR HALF COURSES OF CMU'S AS NEEDED 2. THE 95" DESIGNATION MAY BE CHANGED TO "015" WHERE INDICATED ON PLAN. "05" INDICATES THERE IS NO •5 RE13AR IN THE BOTTOM COURSE 3. PROVIDE EITHER 8" CONCRETE U-LINTEL OR 8" POWERS STEEL BOX LINTEL UNLESS OTHERWISE SPECIFIED ON PLANS. MINIMUM ROOF VENT I AREA PER FBC RSOb .2 AREA 2094 S/F VENTING REQUIRED 2054 x 144 SQ IN/ SQ FT x 1/300 SQ IN VENT/ SQ IN ROOF ■ 1005 SQ IN NOTE: 1/BO IS REQUIRED UNLESS AT LEAST 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED N T14E UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (914 mm) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. EAVE VENTING IS TO BE ACCOMPLISHED WITH PERFORATED SOFFIT N THE UNDERSIDE OF THE OVERWANG. WHERE UNDERSIDE OF THE OVERHANG 18 SEALED FOR FIRE PREVENTION LAMANCO INTAKE VENTS ARE TO BE INSTALLED PER WALL SECTION. SEE ROOF PLAN FOR LOCATION OF THIS REQUIREMENT. IF THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (S14 mm) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. DISCRETE ROOF AREAS TO HAVE PERCENTAGE OF TOTAL VENTING PROPORTIONAL TO THE PERCENTAGE OF AREA ■ ■ .............. 0; ............................ .'.'.'..'.'.'.'..'.'.'. tJ�..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. ......... . ................................................... .............'.'.'.'.'.:.:.:.:.:.:.:.:.:.:.:.:.:.' \L .... VAULTED CLG...... :':':........:.:.:.:.:.:.::.:.:.:.:•;':.:•:.:.:':.:':•:.:.:..:.:.:.:.:.:.:.:.:. . I Ll ..............................................'. . .......................................... n :.:.:.:.:.:.:.::::::::::::::::::::::::':'....':':':':':':':'.. :.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.: . ■ CLG. ......................I...................... '+- ........................................... ......................................� 8'-0" CLG. .'.'.'.'.'.'.'..,...•.....•...•...•...................................... : ............................................�' .'.'.'.' .'.'.'.'.'.'.'.'.'.'.'.'.'................... '.'............................... 1� ................ VAULTED CLG ..................... ................................................ ■ ................................................ 8'-0" CLG. ...'...'......' ............ ............. ....... .. '.'. Q .'.'.'.'.'.'.'VAULTED i 8'-O" CLG. ....................................................................:.:.:.:.:.:.:.:.:.:.:.'. '''''''''''''''''''''''''''' '''''''''' ■ p............................................. .........................................'•'•'.'. :.:':.:.:•:':.:.:.:.:':.:•:.:.:.:.:.:.:.:.:•:'::'::....:.'.'.'.'.'.'.'.'...'.'.'. .'.'.'.'.'.'.'.'.'.'..'.' ' ■ 8'-0" CLG. 8'-0" CLG. ................ ................ ................ ................ I AHU/'j i ................ *** ............. . ............ "''''''''''''. 22"x36" I I ATTIC j j ��i' I I ACCESS I I i ■ -------I----�L_J �'�\\J ................ ................ VAULTED CLG. 8'-0" CLG. .'.'.'.'.'.'.'.'.'.'.'.'.'. " HTAIb ■ r ■■ el- BRACE GABLE R DET. 6/S2' 11 ---------- --------- ------------- -�= --ZI 8'-0" CLG. HTAIb I HTAIb GABLE PER DET. "6/82" ■ !1 is ■ SF16-15AT MITES ROO4ABEAM FLAN ELEVATION'A'1//44'" l�O" WHEN BOX IS P SQ. I/a"al'-oll 1114JFw PRAX 14 In,, ArJ ENGINEERING AND DESIGN BASED UPON TRUSS LAYOUTS PREPARED BY CCA, DWG N321593L/R DATED 9-18-15 IF MANUFACTURER'S LAYOUT DRAWINGS DIFFER IN CONFIGURATION OR BEARING POINTS FROM THIS PLAN, IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO HAVE SAID TRUSS MANUFACTURER'S DRAWINGS REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD, BEFORE THE CONSTRUCTION OF THE ROOF SYSTEM. - TOP OF CONCRETE WALL/BEAM a 8'-C" AFP. CEILING FINISHES CEILINGS EXPOSED TO WIND TO USE EXTERIOR GRADE 1/2" SOFFIT BOARD- ATTACH TO WOOD FRAMING W/ 1 1/4" TYPE "W" SCREWS a 'I" oz. MAX FIELD 4 EDGES o 0 (n LLI Z V n OV)� N M f V Lu o�o� ao �Ln0 Z a Z � aa. a.Qr' z �iacv f W J�� 3 m o 0 v 0[=FOUQ.V ytp W Q� Q i r F D g Z J LO � N f7�waLLNZUQ�ZO CO ww0O s�rnw�¢J N LL a V C R S y ,�, F'¢OZs6s7 DJYy Q = O�wpoJ(.)mwwmao QQMamwr'w¢=ir70 ORVqwZ2MaOLLco MaJJO■u)UZ AF3� �O MW�ww_u ME W IZ J LL to NJ O LULL Q U_ J LL O (n r N ®a L 0 ®� V 0 N 0- IF BOX IS I" Sa THEN SCALE OF DRAWING IS: 1/4" a l'-0". IF BOX IS 1/2" SQ. THEN SCALE OF DRAWING IL O kill N Q� N O ti d' W Z N IL N NIn ()o iL lu O .. 0 lu tn � � O O � �a UlT�-=1 } ISSUED FOR PERMIT 12-19-16 VERSION: 2015-4 12-19-16 44 JOB • 161609 COPYRIGHT 2015 LENNAR HOMES