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DOUBLE 2"X4" TOP PLATE <br />(2)- 2"X12" HEADER @ GARAGE <br />OPENING (UNLESS NOTED OTHERWISE <br />ON PLAN) & DOUBLE DOOR w/ 2"X8" <br />HEADER @ ALL OTHER LOCATIONS. <br />?"X4" <br />'X4" HEADER JACK <br />6d NAILS @ 12" O.C. <br />SIMPSON 'HTT4" <br />TENSION TIE <br />PRODUCT # 11496.1 <br />2"X4" P.T. BOTTOM PLATE <br />DOOR JAMB DETAIL <br />SCALE: 1/2" V-0" <br />NOTES: WINDOWS MUST BE INSTALLED SUCH <br />THAT THE MAXIMUM GAP INBETWEEN THE FRAME <br />AND SUPPORT FRAMING IS 1/4". <br />INSTALL ALL WINDOW FRAME ASSEMBLIES <br />PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS <br />TO ACHEIVE THE SPECIFIED DESIGN PRESSURES. <br />STRAP ENDS OF HEADERS WITH A USP OR SIMPSON <br />"LSTA24" STRAP TIE AT OPENINGS LESS THAN 5-0" <br />WIDE, AT OPENINGS 5-0" AND WIDER USE (2) USP <br />OR SIMPSON 1STA24" STRAPS AT EACH END. <br />DOUBLE 2"X4" TOP PLATE <br />'2)-2"Xl2" HEADER @ DOUBLE <br />WINDOW LOCATIONS & 2"X8" <br />HEADER @ ALL OTHER LOCATIONS <br />(4" HEADER JACK <br />NAILS @ 12" O.C. <br />2"X4" P.T. BOTTOM PLATE <br />WINDOW JAMB DETAIL <br />SCALE: 1/2" 1'-0" <br />TRUSS ANCHOR <br />PER NOTE BELOW <br />DOUBLE TOP PLATE (LAP SPLICES A <br />MINIMUM OF 48" & NAIL WITH 16D <br />NAILS AT 6" O.C. STAGGERED) <br />ANCHOR TRUSSES AS FOLLOWS: <br />-205# SHINGLES OVER <br />15# ROOFING FELT <br />- 1 /2" C.D.X. PLYWOOD OR 7116" OSB <br />(2-M-W RATING) w/ H-CLIPS OVER <br />PRE-ENGINEERED WOOD TRUSSES <br />@ 24" O.C. <br />12 <br />SEE ELEVATION <br />ALUMINUM DRIP EDGE <br />ROOF UPLIFTS OF 455# AND LESS USE (1) �D <br />USP "RT3" OR SIMPSON "1-13" HURRICANE TIE. <br />FOR UPLIFTS OF 456# UP TO 910# USE (2) <br />USP "RT3" OR SIMPSON "1-13" HURRICANE TIES. <br />UPLIFTS OF 911 # UP TO 1,450# USE A USP <br />I <br />"HTW20" OR SIMPSON "HTS20" TWIST STRAP. <br />WINDOW SILL <br />INSULATE WALL WITH R- 19 INSULATION <br />AND FINISH INSIDE WITH 1/2" DRYWALL <br />PER OWNERS SPECIFICATIONS. <br />PRESSURE TREATED BOTTOM PLATE & <br />1/2" J-BOLTS X 8" LONG @ 24" O.C. <br />(USE 2" WASHERS ON J-BOLTS). <br />(SEE J-BOLT NOTE). <br />&4- <br />4" CONCRETE SLAB REINFORCED W/6X6- <br />10/10 W.W.F. OR FIBERMESH OVER A 6 MIL. <br />VAPOR BARRIER ON TERMITE POISONED <br />COMPACTED FILL. R <br />% <br />STEMWALL NOTE: STEMWALL HEIGHT TO BE DETERMINED A <br />PER THE OWNER & CONTRACTOR TO FIT THE SITE <br />(MAXIMUM 4 COURSES IN HEIGHT - IF MORE THAN 4 <br />RSES <br />RE NEEDED <br />CONT <br />CT ENGINEER PRIOR <br />r <br />2'-0" <br />MAXIMUM <br />MIN. 2"x4 FASC�IA <br />& SOFFIT <br />FOR HEADER SIZES SEE <br />"JAMB DETAILS" <br />1/2" PLYWOOD OR 7116" O.S.B. <br />(2-M-W) RATING NAILED WITH <br />8D NAILS SPACED AT 3" O.C. <br />ALONG ALL HORIZONTAL JOINTS <br />& EDGES; 6" O.C. ALONG ALL <br />VERTICAL JOINTS & EDGES AND <br />STUDS SPACED AT 16" O.C. <br />EXTERIOR FINISH <br />SEE ELEVATIONS <br />Z <br />APPROX. GRADE 10 <br />C14 <br />- <br />TO FOUNDATION POUR). <br />8" DEEP X 16" WIDE FOOTING <br />WITH (2)-#5 REBAR X CONT. APPROX. GRADE <br />(PLACE (2)-#5 L-BARS WITH <br />1 18" <br />30" LEGS AT ALL CORNERS). L <br />6" <br />OR 12" <br />USE A 18" DEEP X 12" WIDE THICKENED <br />SLAB EDGE POURED MONOLITHIC WITH NOTE: BOTTOM OF FOOTING SHALL BE A MINIMUM <br />FLOOR SLAB & REINFORCED W/(2)-#5 OF 12" BELOW "UNDISTURBED" GRADE OR SOIL <br />REBAR X CONTINUOUS. COMPACTION TESTING WILL BE REQUIRED. <br />TYPICAL WALL SECTION <br />SCALE: 3/4" = 1'-0" <br />J-BOLT NOTE: J-BOLTS MAY BE REPLACED BY A 1/2" x 7" LONG <br />RED HEAD RAWL STUD (4" MINIMUM EMBEDMENT). <br />BACKNAIL w/ (2)-16d NAILS <br />(TYPICAL) <br />2"X4" (#2 YELLOW PINE) ANGLED <br />BRACING AT 48" O.C. ALONG GABLE <br />END. NAIL ENDS TO 2"X4" BLOCKING <br />WITH (6)-16d NAILS AT EACH END <br />AND NAIL TO 2"X4" WEB BLOCKING <br />WITH (2)-16d TOE NAILS <br />5" MIN. <br />12" MIN. <br />45 DEGREES <br />MAXIMUM <br />SIMPSON "H3" FRAMINC <br />ANCHOR - TYP. <br />2"X8" RIDGE BOARD <br />VERTICAL SCAB - <br />BEVEL CUT - TYP: <br />SIMPSON "H3" HURRICANE <br />STRAP @ 48" O.C. - TYP. <br />PA# 10456.13 <br />ROOF SHEATHING <br />FOUR 16D TOE NAILS @ <br />RIDGE BOARD END <br />2"X6" #2 S.Y.P. VALLEY <br />FRAMING - TYP. <br />SECTION "All "All <br />TRUSSES BELOW <br />SHEATHING PRIOR TO <br />VALLEY FRAMING <br />INSTALLATION <br />2"X6" #2 S.Y.P. VALLEY <br />FRAMING - TYP. <br />2"X4" NAILERS - TYP. <br />2"X4" (#2 YELLOW PINE) WEB BLOCKS NAILED <br />INBETWEEN WEBS WITH (2)-16d NAILS AT EACH END <br />2"X4" (#2 YELLOW PINE) OUTRIGGERS AT 24" O.C. <br />17 CONNECT OUTRIGGER TO GABLE TRUSS WITH A <br />SIMPSON "H2.5" HURRICANE CLIP JPRODUCT# 10456.11 <br />GYPSUM WALL <br />BOARD <br />DOUBLE PLATE <br />GABLE END DETAIL <br />SCALE: 1/2" = F-0" <br />(FLAT CLG.) <br />2'-0' NOTE: <br />MAX. <br />"STEP DOWN" GABLE TRUSS & OUTRIGGERS CAN BE <br />ELIMINATED AT ROOF OVERHANGS 12" AND LESS. <br />WALL <br />SHEATHING <br />_., L" BRACE TO EXTEND AT LEAST 90% <br />OF WEB LENGTH (SEE TABLE) C�Kv <br />IN <br />\\—"STEPPED DOWN" <br />GABLE END TRUSS <br />USP OR SIMPSON 1STA21 <br />AT 2'-0" O.C. (TYP.) <br />l" BRACING REQUIREMENTS (#2 YELLOW PINE) <br />STUD <br />SPACING <br />NO <br />L-BRACING <br />(1) 2" X 4" <br />L-BRACING <br />(2) 2" X 4" <br />L-BRACING <br />(2) 2" X 6" <br />L-BRACING <br />16" <br />0'-0" - 4'-5" <br />4'-5" - 8'-0" <br />8'-0" - 12'-0" <br />12'-0" - 16-0" <br />24" <br />0'-0" - 4'-0" <br />N-0" - 7'-0" <br />7'-0" - 10'-0" <br />10'-0" - 14'-0" <br />Lu <br />0 <br />0 <br />Lu <br />0 <br />0 <br />5-0" <br />OVERFRAME CHART <br />USE 2"X6" #2 S.Y.P. RAFTERS @ 24" O.C. <br />- FROM 12'-3" TO 15--1 0" <br />USE 2"X8" #2 S.Y.P. RAFTERS @ 24" O.C. <br />- FROM 15- 11 " TO 18'- 10" <br />USE 2"X 10" #2 S.Y.P. RAFTERS @ 24" O.C. <br />- FROM 18'- 11 " TO 22'- 1 <br />USE 2"XI 2" #2 S.Y.P. RAFTERS @ 24" O.C. <br />- FROM 22'-2" TO 25-0" <br />CONTRACTOR NOTES: <br />OVERFRAME W/ 2"X6" S.Y.P. BEAMS MIN. <br />SEE CHART ABOVE FOR ADDITIONAL INFO. <br />2"X4" VERTICAL SCAB @ 48" <br />O.C. MAX. ATTACH W/ FOUR <br />2"X8" RIDGE BOARD <br />16D NAILS @ TOP & USE <br />SIMPSON "1-13" HURRICANE <br />CLIP @ BOTTOM <br />CONTINUOUS 2"X4" <br />TYP. - TWO <br />NAILER <br />16D NAILS PER TRUSS 2"X6" #2 S.Y.P. VALLEY <br />r-� <br />FRAMING - TYP. <br />@ Bo OM <br />2 ,X6. #2 S-Y-P_ <br />FRAMING - TYF <br />SIMPSON "1-13" HURRICANE <br />STRAP @ 48" O.C. - TYP. <br />PA# 10456.13 <br />SIMPSON "H3" FRAMING —J <br />ANCHOR - TYP. <br />ROOF VALLEY DETAIL <br />NOT -TO -SCALE <br />ROOF EDGE <br />Q <br />— — — — — — — — — — — — — - <br />0 Q <br />2 — — — — — — — — - <br />3 <br />RIDGE <br />0 > <br />C? 3 <br />�0 <br />- - - - - - - - - <br />ALu <br />/0 (D <br />2 z <br />3 3 <br />-IT <br />5 _ <br />ZONE (D <br />GABLE IND <br />PARTIAL ROOF PLAN- <br />L5-0j- <br />8D RING SHANK NAILS @ 6" O.C. AT EDGES <br />8D RING SHANK NAILS @ 12" O.C. INTERMEDIATE <br />ZONES @0 8D RING SHANK NAILS @ 6" O.C., 4" O.C. @ ROOF <br />EDGES, RIDGE LINE, OR GABLE ENDWALL <br />ROOF SHEATHING NAILING <br />SCALE: 1/4" l'-O" <br />5-0" <br />m <br />=10 <br />z <br />Lu <br />Lu <br />< <br />3*1 <br />I HEREBY CERTIFY: <br />THAT THE CONSTRUCTION PLANS SHOWN HEREIN ARE IN COMPLIANCE WITH <br />CHAPTER 16, SECTION 1609 OF THE ENTIRE 5TH EDITION OF THE 2014 FLORIDA <br />BUILDING CODE FOR 140 M.P.H. ULTIMATE DESIGN WIND SPEED (RISK CATEGORY 11) <br />ALONG WITH THE ENTIRE 2014 FLORIDA BUILDING CODE, RESIDENTIAL. <br />V) <br />Lu uj <br />ilf LLJ u 0 <br />u- LU 0 <br />0 0 <br />LL �Lu 0 L L i <br />ui Z < <br />Z 3: 0 — <br />Lu cl:� Z w CL 0� Lu <br />zmw<Ow2<F/50 <br />Lj w <br />0 <br />LLJ 2 < < Lu <br />< li �� 0 '02: <br />w co w < <br />In < CL <br />u LU <br />z z z af <br /><<70zo�;;U, <br />V) V) P7- 0 Z 0 0 <br />V) < <br />0 V) 5 0 0 V� , <br />:z z Ln <br />— JE LLJ <br />< >_ w (D w z L-� 0 0 <br />F- < Z u <br />Q O::j a� ui w 0 <br />w 0 P-- <br />Lu CD C) Lu U <br />0 < <br />z = —0 u 0 citf 0 <br />Z Lu W > <br />0 = — 7 w Gi co <br />Z7 z 0 �;O (5 uj - < <br />w uo �- w (D — uj:r Z <br />�LJ ui - z V) <br />ui 0 <br />U w Lu Z o > z u <br />w w Q�� w w 0 <br />< 0 IL <br />x =W=)07- <br />u < Lu < CL co <br />co <br />1010 <br />00 co <br />cl) Lu <br />cn :#- C-4 <br />r� z co <br />Lo 4t <br />0 Ln 0 <br />�o <br />z E . �-- V) <br />0 00 < z <br />00 r-4 <br />__j 10 — uj <br />U- ��w U <br />Lu 6 _o 0 __j <br />Lu Z s < <br />z < .. :0 0 <br />Z 3 it x < E <br />Z �,z < u- 0 <br />Z14 Lu < 'o- <br />0 -, o u- <br />< ui 0 . <br />Lo <br />Z > < <br />U U� <br />LJJ 00 <br />UO 00 <br />0 �� ICY- >: <br />0 -0 u Q <br />0 s 0 <br />3: L < <br />Lu <br />0 z <br />0000 <br />uj M --i ce� <br />. CL u- < <br />uj u- = <br />00 OU <br />0 Lo LU <br />u i­ <br />uj < <br />V) <br />0 <br />O:f <br />Lu <br />Lu <br />z <br />0 <br />z <br />U-1 <br />< 0 <br />F— u -Q <br />00 <br />0 'o <br />< 0 <br />< 00 <br />>_ <br />0 Z= <br />Il <br />U < <br />Lu <br />V) <br />Lu <br />V) <br />< <br />Lu <br />Lu <br />0 <br />770 <br />U- <br />< <br />Q�� <br />V) 0 <br />uj <br />u <br />Lu <br />112 <br />V) <br />uj <br />z <br />z <br />DATE: 6/16/2016 <br />REVISION: <br />SCALE: 1'= Y-0" <br />SDI # 2016104 <br />ARKAY # 16484 <br />SHEET <br />3 <br />PERMIT SET <br />