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2347 Fiddlers Lane Plansp r a0 to FOOL lBY OTHERS) ,- (VERIFY SIZE IN FIELD)' 6 r I I I' I L -1/Jf�_An 12'-0" i2'—S" -1 � , Z Lmu 39'-4"2'-8" 7 4'-1L/" �0 rn wi1 O Q r-o�`-vE —a�'°' .c �.0 0 O c� 0 00. co, `oais°po m(n v>.,..ci 0 0 �-•,coot 11'—Sn �. �' G3,0 p o .0 8'-0" 2'-011 v 17'—Su ` !` 0 o -0 y v G 3 C0C 02 o L ,c o c G¢ r` 0 3v c Z 2�, r,2 2 p -Q 0 E0 �5z o- vN v N tioo3o Y o0:5-0-'v�� z_, 4,, CONI SLAB W/ TURNED. EDGE --- --- -- ---- i -------- �a ° " ---�--- _ ---------------------- -1 --------- ----� -------------- r ----------------- � I i ( STOP BLOCK E _ J 611 CON( BLOCK PROVIDE SILL -------- I I ---- ---------------------------------L fi FOUNDATION WALL FOR 36" EXT ON CONC FTG PER i ( DOOR ENG'S DETAILS I (TYPICAL) I SLOPE FOR DEEPEN EDGE DRAINAGE W/ ROD CONT i PER ENG's DETAILS ..� HOT TUS i I c'4 (6'x(W) —I_S�� g-0" I 13'—�" I I2'-8" v 4--4" I 19'-0" (BY OTHERS) I I N OPEN FOR i PLANTING I I = -1 g'' GONG BLOCK I I i 4" CONC SLAB - FOUNDATION WALLI i N I 1 W/6x6 10/10 14.14111. ON CONC FTG PER I I I I i NE ON (o MIL , E WELL OVER CLEAN, � ENCrt'S DETAILS (TYPICAL) I I I I L r I -) COMPACTED, TERMITE L I TREATED FILL t -•j r- - - - - - - - - - - � i i L—y DEEPEN EDGE I L --7 - I W/ ROD CONT e PER ENG's r- - - DETAILS -- I 8" CONC BLOCK I it) I i I FOUNDATION WALL I ON CONC FTG PER ENG'S;DET AILSpOO. (TYPICAL) 4 (12'44')1 r— - - 20------- ------------- -----_ ----------------- � (BY OTHERS) (BY 4.. L— till --- _ _--_ _ _ ------ -- -- -- 1 -- --� I I rI � , SLOPE FOR I 3 DRAINAGE I - __ L 1/S" 0 J I I -- ----- ----- ----------- --� r I ---- I — ( ( 12'—S" I 1 13'-4" I 24'—S" I ( 4'-011 4'-0" I N I I 4" GONG _ 11 SLAB I I = 4" CONC' SLAB - i— - - - - - I SLOPE FOR DRAINAGE I 2'-2" a.— 57- 111-2112 6 24'-411 41 I I I I 0 I 1 I I L FLOOR PLUG I I I I (VERIFY I I _ - J I LOCATION BUILDER) I N 3 , 4" L L---- ---1-- -- -I' - — — ------ --------— — - 36" SILL r-- ELECTRIC At KITCHEN �S" CONC BLOCK ISLAND FOUNDATION WALL 4" CON' SLAB ON CON( FTG PER W/ 6x6 10/10 W.W.M. ENCs's DETAILS ON 6 MIL VISQUENE I (TYPICAL) OVER CLEAN, WELL I I COMPACTED, TERMITE TREATED FILL EF.F.xxD+2 = I i a I I RECESS SLAB p" AT SHOWER I -- J L -j----------- — — — — — — — — ----� I = N I I I I 6 1 I _— ------ -------------I I 20'-2" I' -S" 2r_411 13'—S" I 3'-0" I 31_.¢" 31_2111 811 CONC BLOCK RECESS SLAB / FOUNDATION I' ALL AT SHOWER I ON CONC FTG PER RECESS SLAB END'S DETAILS( 6" AT SHOWER I ,I (TYPICAL) ti• I 6.. Imo --_.DEEPEN EDGE ' (TYPICAL) ,n I DEEPEN EDGE I I (TYPICAL) L 1------ —I --------- I �% I L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 2Y—SII 1_011 4 v O w J N o _ 0 1�- SEE ATTACHED ENGINEER'S DRAWINGS Plan #: K1592 DETAILS FOR FTC Job #: 17—.1045 H -1 � , Z Lmu ++ 4>' V.. 'ED 7 �0 rn wi1 O Q r-o�`-vE —a�'°' .c �.0 0 O c� 0 00. co, `oais°po m(n v>.,..ci 0 0 �-•,coot �. �' G3,0 p o .0 L- ` !` 0 o -0 y v G 3 C0C 02 o L ,c o c G¢ r` 0 3v c Z 2�, r,2 2 p -Q 0 E0 �5z o- vN v N tioo3o Y o0:5-0-'v�� v O w J N o _ 0 1�- SEE ATTACHED ENGINEER'S DRAWINGS Plan #: K1592 DETAILS FOR FTC Job #: 17—.1045 0 o -1 � , Z Lmu rn wi1 O 0 C> LLulm p Z v O w J N o _ 0 1�- SEE ATTACHED ENGINEER'S DRAWINGS Plan #: K1592 DETAILS FOR FTC Job #: 17—.1045 12'-811 3g'-4" 2'-8" 4'-0" TANKLESS 6 PRIVACY IVACY I GAS WATER i PENCE W/ GATE HEATER�C 10'x4' L 00 STOOP PORP L 3046 $H � 3056 SH SHOWER (HEAD _ (HEAD+ 81_01" AFF). A d 8'-fT APF) 1. - - LNDRY @@ 13 LU (L GARAGE @ OPEN FOR (10'-I" M HT) -' PLANTING 3080 %0 PKT J HVAC cA cl OFFICE 3 �Q t s N @ 0 �- CEIL) N - cp m sx PULL DOWN N ATtIC STAIRS — — — — — — — - — — — — — — 0 Z � ,� - .� � , - � �� 14 @ I- 1 H -- -q 1 I---- ENG BEAM 0 � = `� CEIL) I — BOXED TO STEPS DOWN AS - B x I I �. - N N (A - II MATCH WIDTH NEEDED (RISERS NOT T XC 26 O D OF COLUMN 80 EXCEED L„ POOL. m I I (TYPICAL) 4.'_g�l PKT �'-ill 41_/ 11 2'-8” '-4",J/ 11/2EACH) 24'-8" 10 - I -I--- - - - - - h _ 11 3080 (12'44') I i 4 FRENCH CEIL (BY OTHERS) 3 ( I :1 fi,� It -- — --3 2x6 WALL X& `— — _ xb w � - UILT- IN T.V. CAB 7FER BUILDER 3 N II D 1 II ACK X A- FORCH 5 N r—CEIL1 11 1 M HT) roll 15 -0 �4 I VENT ,ESS II a 0 -cry - 8x8 COLUMN I GAS IRE- I CEIL 5 (TYPICAL) PLAC- 4" I I I I D IN INCA — 1 110'-t" CEIL) 4 _ _cqII _ L.IVIN I I I 1 II (STEP CEIL) m I II 1 F'OOI_ I I c (BY OTHERS) r- ( ar' I ( N — ---------- I (VERIFY SIZE IN FIELD) ( I j 1 11 1 121- 1' .,: I 11 -1- 0 11 31-411 1 11 I_ 11 3'-0" g _0 2 2.-6 21-811 2 0 4 23 -0 15 0 cEl I FOS ER - 1 N i L—--�---- -- -- -- _j I I A � — — — — — � (10'-I" CEIL) 3056 SH 3 3060 SH a+ „ (HEAD m _, I 1 y�� (HEAD CEIL—~- 6 RECESS 81-0" AFF) N I I I 8'-0" AFF) TO MAKE �REP FLUSH s 2x6 2X6 WA 2x6 `� W/ GABS 2x6 WALL 2x6 WALL 1 3080 �� _ - 1 FRENCH CA `nL1Q _ _ 7x4 ISLAND0 - 4 @ -5FKF5T m.,- N _1 I 1 110-1 CEIL) � � O I D/W � PANTRY 10'-111 OWNERS - j — — CEIL @ SLI I TE 2�a80 _ (10'-I" CEIL) NO1 GAS RANGE W/ PKT 1 1 �! VENTED HOOD r I _ _ 4'-4" 4'-2" `Q @ cxv - D5LFRAME 0 .._.,._,... 0 © WALL O O ANt V! 1 Q) P RY 4) II !x9P WALL 2880LU _ 1 = @PKT I %Q N m y� (2) 8'-0" CEIL 2060 - � At SHOWER cfD 1 2x6 WALLI `�6 , " I - 6'-811 il� 411 11- 11 31-9,11 i ' 8'-011 211211 13 -6" 3 - 3056 SH 3056 SH Z = 111 � " m 11-1 1 - EAD OWNERS (HEAD _.CORNER 8'-0" AFF) V -m" AFF ` WDA K- IN - 1 ' ;' > t 2 " ' Su I TE 03 � SHELF CEIL) GE GLS (I '-I" 1) 2x6 W i CIA (10 -I CEIL) 0 L I ",_ 11 '-2" 4'-0" 13'-611 61-ro" tlJ 3 4 M 9,11@ - N , 1 L17 - _ o TUB � 5 TH 03 , .� - Id r- 10 CEIL) I 1 x& WALL 2X6 W2x6 WALL N 2x6 WALL HOT TU5 (6'x(v') (BY OTHERS) '1 Ila N 2x6 WALL I _ 2X6 WALL N 2x6 WALL HEADER IV O 3056`'SH 3056 SH 2030 AWN 0 -}- f ' SQ, FIG. TA5U r WALL,rCA55 LOCAL BUILDING CODES. 3080 - FIXED ASS ED GL (HEAD * (HEAD 0 (HEAD � J ----- IY —I----II----I car A- W/ CAP (HEADS V-01" AFF) .. EXT 0 2 - ATTIC ACCESS t0 BE 22'"X30" MINIMUM (SEE EXTERIOR � I � 11 (4iz BETWEEN) W 11 D 3 ., �4 WATER SOFTENER EER N N 2X6 _ 2515 BUILDER FOR PULL-DOWN STAIR FRAMING _ SHOWER 3 CCAS) L— J L G S_ SINK 11 LOOP FRONT PORCH 160 REQUIREMENTS). 0 (HOT/COLD) i —' BACK PORCH 331 Uj I I' - 211 2' _ / 11 . :1 101 X011 9- (d 6 10 5 0 ' N - - 11 SE h36 BASE 3 -GARAGE-TO-HOUSE INTERIOR DOOR TO BE: - SOLID WOOD DOOR W/ 1j" MIN THICKNESS XO _ NOSE BIBS cv luCABS _' "' 4T-4" x6 X = 4,-0„ L — � — — 2 (ANY DOOR CHOSEN SHALL HAVE A '- 0 s _ - 0 I � < D ENG BEAM SELF -CLOSER) =I m �- I BOXED TO ;Q MATCH 4 - ALL SHOWER GLASS (FIXED GLASS, tp 41_0n 3:0 41_011 I WIDTH OF COLUMN FLORIDA MILDINC CODE(S PARTITIONS 4 DOORS) ARE TO BE TEMPERED I GLASS EE BUILDER FOR PRODUCT SPECS). � 00R��N - - LNDRY @@ 13 LU (L GARAGE @ OPEN FOR (10'-I" M HT) -' PLANTING 3080 %0 PKT J HVAC cA cl OFFICE 3 �Q t s N @ 0 �- CEIL) N - cp m sx PULL DOWN N ATtIC STAIRS — — — — — — — - — — — — — — 0 Z � ,� - .� � , - � �� 14 @ I- 1 H -- -q 1 I---- ENG BEAM 0 � = `� CEIL) I — BOXED TO STEPS DOWN AS - B x I I �. - N N (A - II MATCH WIDTH NEEDED (RISERS NOT T XC 26 O D OF COLUMN 80 EXCEED L„ POOL. m I I (TYPICAL) 4.'_g�l PKT �'-ill 41_/ 11 2'-8” '-4",J/ 11/2EACH) 24'-8" 10 - I -I--- - - - - - h _ 11 3080 (12'44') I i 4 FRENCH CEIL (BY OTHERS) 3 ( I :1 fi,� It -- — --3 2x6 WALL X& `— — _ xb w � - UILT- IN T.V. CAB 7FER BUILDER 3 N II D 1 II ACK X A- FORCH 5 N r—CEIL1 11 1 M HT) roll 15 -0 �4 I VENT ,ESS II a 0 -cry - 8x8 COLUMN I GAS IRE- I CEIL 5 (TYPICAL) PLAC- 4" I I I I D IN INCA — 1 110'-t" CEIL) 4 _ _cqII _ L.IVIN I I I 1 II (STEP CEIL) m I II 1 F'OOI_ I I c (BY OTHERS) r- ( ar' I ( N — ---------- I (VERIFY SIZE IN FIELD) ( I j 1 11 1 121- 1' .,: I 11 -1- 0 11 31-411 1 11 I_ 11 3'-0" g _0 2 2.-6 21-811 2 0 4 23 -0 15 0 cEl I FOS ER - 1 N i L—--�---- -- -- -- _j I I A � — — — — — � (10'-I" CEIL) 3056 SH 3 3060 SH a+ „ (HEAD m _, I 1 y�� (HEAD CEIL—~- 6 RECESS 81-0" AFF) N I I I 8'-0" AFF) TO MAKE �REP FLUSH s 2x6 2X6 WA 2x6 `� W/ GABS 2x6 WALL 2x6 WALL 1 3080 �� _ - 1 FRENCH CA `nL1Q _ _ 7x4 ISLAND0 - 4 @ -5FKF5T m.,- N _1 I 1 110-1 CEIL) � � O I D/W � PANTRY 10'-111 OWNERS - j — — CEIL @ SLI I TE 2�a80 _ (10'-I" CEIL) NO1 GAS RANGE W/ PKT 1 1 �! VENTED HOOD r I _ _ 4'-4" 4'-2" `Q @ cxv - D5LFRAME 0 .._.,._,... 0 © WALL O O ANt V! 1 Q) P RY 4) II !x9P WALL 2880LU _ 1 = @PKT I %Q N m y� (2) 8'-0" CEIL 2060 - � At SHOWER cfD 1 2x6 WALLI `�6 , " I - 6'-811 il� 411 11- 11 31-9,11 i ' 8'-011 211211 13 -6" 3 - 3056 SH 3056 SH Z = 111 � " m 11-1 1 - EAD OWNERS (HEAD _.CORNER 8'-0" AFF) V -m" AFF ` WDA K- IN - 1 ' ;' > t 2 " ' Su I TE 03 � SHELF CEIL) GE GLS (I '-I" 1) 2x6 W i CIA (10 -I CEIL) 0 L I ",_ 11 '-2" 4'-0" 13'-611 61-ro" tlJ 3 4 M 9,11@ - N , 1 L17 - _ o TUB � 5 TH 03 , .� - Id r- 10 CEIL) I 1 x& WALL 2X6 W2x6 WALL N 2x6 WALL HOT TU5 (6'x(v') (BY OTHERS) - - LNDRY @@ 13 LU (L GARAGE @ OPEN FOR (10'-I" M HT) -' PLANTING 3080 %0 PKT J HVAC cA cl OFFICE 3 �Q t s N @ 0 �- CEIL) N - cp m sx PULL DOWN N ATtIC STAIRS — — — — — — — - — — — — — — 0 Z � ,� - .� � , - � �� 14 @ I- 1 H -- -q 1 I---- ENG BEAM 0 � = `� CEIL) I — BOXED TO STEPS DOWN AS - B x I I �. - N N (A - II MATCH WIDTH NEEDED (RISERS NOT T XC 26 O D OF COLUMN 80 EXCEED L„ POOL. m I I (TYPICAL) 4.'_g�l PKT �'-ill 41_/ 11 2'-8” '-4",J/ 11/2EACH) 24'-8" 10 - I -I--- - - - - - h _ 11 3080 (12'44') I i 4 FRENCH CEIL (BY OTHERS) 3 ( I :1 fi,� It -- — --3 2x6 WALL X& `— — _ xb w � - UILT- IN T.V. CAB 7FER BUILDER 3 N II D 1 II ACK X A- FORCH 5 N r—CEIL1 11 1 M HT) roll 15 -0 �4 I VENT ,ESS II a 0 -cry - 8x8 COLUMN I GAS IRE- I CEIL 5 (TYPICAL) PLAC- 4" I I I I D IN INCA — 1 110'-t" CEIL) 4 _ _cqII _ L.IVIN I I I 1 II (STEP CEIL) m I II 1 F'OOI_ I I c (BY OTHERS) r- ( ar' I ( N — ---------- I (VERIFY SIZE IN FIELD) ( I j 1 11 1 121- 1' .,: I 11 -1- 0 11 31-411 1 11 I_ 11 3'-0" g _0 2 2.-6 21-811 2 0 4 23 -0 15 0 cEl I FOS ER - 1 N i L—--�---- -- -- -- _j I I A � — — — — — � (10'-I" CEIL) 3056 SH 3 3060 SH a+ „ (HEAD m _, I 1 y�� (HEAD CEIL—~- 6 RECESS 81-0" AFF) N I I I 8'-0" AFF) TO MAKE �REP FLUSH s 2x6 2X6 WA 2x6 `� W/ GABS 2x6 WALL 2x6 WALL 1 3080 �� _ - 1 FRENCH CA `nL1Q _ _ 7x4 ISLAND0 - 4 @ -5FKF5T m.,- N _1 I 1 110-1 CEIL) � � O I D/W � PANTRY 10'-111 OWNERS - j — — CEIL @ SLI I TE 2�a80 _ (10'-I" CEIL) NO1 GAS RANGE W/ PKT 1 1 �! VENTED HOOD r I _ _ 4'-4" 4'-2" `Q @ cxv - D5LFRAME 0 .._.,._,... 0 © WALL O O ANt V! 1 Q) P RY 4) II !x9P WALL 2880LU _ 1 = @PKT I %Q N m y� (2) 8'-0" CEIL 2060 - � At SHOWER cfD 1 2x6 WALLI `�6 , " I - 6'-811 il� 411 11- 11 31-9,11 i ' 8'-011 211211 13 -6" 3 - 3056 SH 3056 SH Z = 111 � " m 11-1 1 - EAD OWNERS (HEAD _.CORNER 8'-0" AFF) V -m" AFF ` WDA K- IN - 1 ' ;' > t 2 " ' Su I TE 03 � SHELF CEIL) GE GLS (I '-I" 1) 2x6 W i CIA (10 -I CEIL) 0 L I ",_ 11 '-2" 4'-0" 13'-611 61-ro" tlJ 3 4 M 9,11@ - N , 1 L17 - _ o TUB � 5 TH 03 , .� - Id r- 10 CEIL) I 1 x& WALL 2X6 W2x6 WALL N 2x6 WALL - lid '1 Ila N 1 HEADER N CONSTRUCTION AND SHALL CONFORM TO ALL HEADER IV O 3056`'SH 3056 SH 2030 AWN 0 -}- f ' SQ, FIG. TA5U Q LOCAL BUILDING CODES. - FIXED ASS ED GL (HEAD * (HEAD 0 (HEAD � IY car W/ CAP (HEADS V-01" AFF) TO, AFF 8'-0" AFF) V-0" AFF) 5'-0" AFF) j 0 2 - ATTIC ACCESS t0 BE 22'"X30" MINIMUM (SEE I � 11 (4iz BETWEEN) � 3 N N 2X6 _ 2515 BUILDER FOR PULL-DOWN STAIR FRAMING n FRONT PORCH 160 REQUIREMENTS). ck0 i 4 BACK PORCH 331 Uj I I' - 211 2' _ / 11 . 10'„611 101 X011 9- (d 6 10 5 0 ' N 0 649 3115 3 -GARAGE-TO-HOUSE INTERIOR DOOR TO BE: - SOLID WOOD DOOR W/ 1j" MIN THICKNESS XO NOSE BIBS cv N _' 4T-4" x6 X = 4,-0„ L — � — — 2 (ANY DOOR CHOSEN SHALL HAVE A '- 0 s _ - 0 I IN ENG BEAM SELF -CLOSER) =I m �- I BOXED TO ;Q MATCH 4 - ALL SHOWER GLASS (FIXED GLASS, tp 41_0n 41_011 I WIDTH OF COLUMN FLORIDA MILDINC CODE(S PARTITIONS 4 DOORS) ARE TO BE TEMPERED I GLASS EE BUILDER FOR PRODUCT SPECS). � 00R��N I ( (TYPICAL) Y 5th EDITION (2014), SCALE: 1/4�, _ V- x E RESIDENTIAL GLENN LAYTON HOMES II P.T. WOOD GUARDRAIL .} al _o I I (TYP) _ 1 CA = I I 8x8 COLUMN J FRONT I I (TYPICAL) x6 (10'-l" IE HT) 41_0II I_011 1 I. 4 II @Z Il .Y 1 N `^ = 2x6 WALL STEPS TO GRADE N 12'-411 W/ HANDRAIL AS NEEDED (RISERS _ NOT TO EXCEED to 11/z" EACH) 4 IS) w SUITE *2 Q3 (10'-11, CEIL) LU - - - _ 4N 12'-4" W PURR WALL AS NEEDED q1' 2x6 J 5ATH 02 :K ov,-1" CEIL) N tt 6'-6" Q Q O @., to X6 WALL-, 3' 2' - 611 S'-0" CEIL r- AT SHOWER 16"d x 20"h TILED SEAT 2x6 WAL 11 1-611 II 11 111.E oil II Iz V LoO11 12' -SII II SIJ HEADER OPEN 0� ,l 1211 3 1_011 1211 11 31_011 II HDR HDR OPEN OPEN INTERIOR TA t S GALE: 1/4" 1'-0" DWELLING INIT THE AL voLUME 25,150 CU51C "EET NOTES: I - ALL EXTERIOR WALLS ARE DRAWN AT 6" NOMINAL TO REPRESENT 2x6 STUD FRAMED f M I A SEE BU LDER�OR EC; ICAL WALLS. INTERIOR WALLS ARE DRAWN AT 4 TI ATI IFI VEN L ON:.SPEC G TI ONS NOMINAL TO REPRESENT 2x4 STUD FRAMED WALLS (UNLESS NOTED OTHERWISE). ACTUAL SIZE, AN SPACING P D GRADE OF LUMBER TO BE USED SHALL BE DETERMINED BY BUILDER PRIOR TO lid '1 Ila HEADER CONSTRUCTION AND SHALL CONFORM TO ALL HEADER OPEN 3056`'SH 3056 SH 2030 AWN OPEN -}- f ' SQ, FIG. TA5U TION LOCAL BUILDING CODES. 42 h WALL (TEMPERED) FIXED ASS ED GL (HEAD * (HEAD 0 (HEAD 0 Iz V LoO11 12' -SII II SIJ HEADER OPEN 0� ,l 1211 3 1_011 1211 11 31_011 II HDR HDR OPEN OPEN INTERIOR TA t S GALE: 1/4" 1'-0" DWELLING INIT THE AL voLUME 25,150 CU51C "EET NOTES: I - ALL EXTERIOR WALLS ARE DRAWN AT 6" NOMINAL TO REPRESENT 2x6 STUD FRAMED f M I A SEE BU LDER�OR EC; ICAL WALLS. INTERIOR WALLS ARE DRAWN AT 4 TI ATI IFI VEN L ON:.SPEC G TI ONS NOMINAL TO REPRESENT 2x4 STUD FRAMED WALLS (UNLESS NOTED OTHERWISE). ACTUAL SIZE, AN SPACING P D GRADE OF LUMBER TO BE USED SHALL BE DETERMINED BY BUILDER PRIOR TO U U C C df y rte. •D (%� •v L t aq OO _ �'Co 'OE _c •Qv CCvL-9`� m.v�T3+ ,3U =0---"�° a°aQ > v Vv o O OTr. O U w (D = �' C.l. N L v-, y u a� 3. y- •� O 5 O rnuvoov c h O v0Ea 6 �E20ki•c2° Qo H v a a a� N Cf rn � $, Y o cvi-B.n'v O YY VJ � cc W W Z LLI r' V 0 a VJ — i- w Z W Q 0 co W 06 c 904.272.5339 Building Dept: W Z J c '-'-' Q z 0 U) > U-1 2 J v 0 ` r / U. O V \ Il 0 C0 G M \ C ♦) G Lo Q .0 v v0 L 3 vi W J CV v i F_ Plan #: K1592 Job #: 17-1045 UVI of: 7 CONSTRUCTION AND SHALL CONFORM TO ALL " l2) 2646 S H 3056`'SH 3056 SH 2030 AWN -}- f ' SQ, FIG. TA5U TION LOCAL BUILDING CODES. 42 h WALL (TEMPERED) FIXED ASS ED GL (HEAD * (HEAD 0 (HEAD i W/ CAP (HEADS V-01" AFF) TO, AFF 8'-0" AFF) V-0" AFF) 5'-0" AFF) j 2 - ATTIC ACCESS t0 BE 22'"X30" MINIMUM (SEE I � 11 (4iz BETWEEN) 3 LIVING 2515 BUILDER FOR PULL-DOWN STAIR FRAMING FRONT PORCH 160 REQUIREMENTS). i BACK PORCH 331 _3 0 I I' - 211 2' _ / 11 . 10'„611 101 X011 9- (d 6 10 5 0 GARAGE TOTAL AL COVERED 649 3115 3 -GARAGE-TO-HOUSE INTERIOR DOOR TO BE: - SOLID WOOD DOOR W/ 1j" MIN THICKNESS - OR, SOLID OR HONEYCOMB -CORE STEEL 16 -8 4T-4" 2,_8„ 4,-0„ -OR, 20 -MINUTE FIRE -RATED (ANY DOOR CHOSEN SHALL HAVE A '- 0 s PLANS ARE DRA WI PLANS IN SELF -CLOSER) ACCORDANCE WIT 4 - ALL SHOWER GLASS (FIXED GLASS, FLORIDA MILDINC CODE(S PARTITIONS 4 DOORS) ARE TO BE TEMPERED I GLASS EE BUILDER FOR PRODUCT SPECS). � 00R��N Y 5th EDITION (2014), SCALE: 1/4�, _ V- ' E RESIDENTIAL GLENN LAYTON HOMES U U C C df y rte. •D (%� •v L t aq OO _ �'Co 'OE _c •Qv CCvL-9`� m.v�T3+ ,3U =0---"�° a°aQ > v Vv o O OTr. O U w (D = �' C.l. N L v-, y u a� 3. y- •� O 5 O rnuvoov c h O v0Ea 6 �E20ki•c2° Qo H v a a a� N Cf rn � $, Y o cvi-B.n'v O YY VJ � cc W W Z LLI r' V 0 a VJ — i- w Z W Q 0 co W 06 c 904.272.5339 Building Dept: W Z J c '-'-' Q z 0 U) > U-1 2 J v 0 ` r / U. O V \ Il 0 C0 G M \ C ♦) G Lo Q .0 v v0 L 3 vi W J CV v i F_ Plan #: K1592 Job #: 17-1045 UVI of: 7 U U C C UI NOTE: .� woo$> o, .W d o v-�oy.5 ALTHOUGH EVERY EFFORT HAS BEEN TAKEN ,U ,,S L515- 0 E _c �0 0 >,3 TO PREPARE THESE DRAWINGS TO COMPLY O 10-a— S a 01 O -'o >- ci WITH w00b c°i (0- 8oc LOCAL BUILDING CODES, CONTINUOUS w Z0-5.2 �, °c o CODE CHANGES MAY REQUIRE ADDITIONAL `� z,:5,8 $ o -, - 0- ° v DRAWINGS, ENGINEERING SERVICES AN >,o" o O v $; y OR CHANGES t0 THESE f D qj a E ._ »� °� Y E E DRAWNGS TO MEET °OkaocU U o+�ccN CODE COMPLIANCE. POSSESSION OF THESE i " H o L o c .2 ooc:.-. 8 oyEy;g PLANS ACKNOWLEDGES THAT THE PURCHASER ° o o v a p o °'2$ - - Tom=$ HAS BEEN INFORMED Of: THIS INFORMATION p= y �s y o N v H c a AND ASSUMES THE RESPONSIBILITY TO - H °- E ° E o PROVIDE `1 °av c°� v YOY R DE ALL ADDITIONAL REQUIREMENTS OF LOCAL BUILDING OFFICIALS t0 MEET1999 Wells Road COMPLIANCE. GALVALUME METAL ROOF I'=6" OVER -HANG Orange Park, F1, PEEL t STICK HURRICANE ANCHOR 32073 AT EACH MEMBER ROOF SHEATHING - PER ENG'S DETAILS J � coV ENG ROOF TRUS SES 2xb LOOKOUTS cc PER MANUFACTURER 0 24" O.C. � W GALV EAVE DRIP IN ROOF CEMENT ---- - -- -- - ----- ---------- -- ---- --- W/ PEEL 3 STICK LAPPED OVER I 1x2 FURRING 2x6 FASCIA WRAPPED Ll.! W/ ALUMINUM VINYL SOFFIT 2x4 FRIEZE J HARDI-SHAKE SIDING D Q GALV FLASHING I HOUSE- WRAP t COUNTER WA SHEATHING F- FLASHING OVER LL S EATHING PEEL 4 STICK I `' Z ENG ROOF TRUSSES W/ HOUSE- WRAP �+ r LAPPED OVER ENG ROOF tRUSSES ENG ROOF TRUSSES W PER MANUFACTURER t PER MANUFACTURER PER MANUFACTURER GALVALUME METAL ROOF 17 12 GALVALUME METAL ROOF 12 GALVALUME METAL ROOF '1 PEEL t STICK PEEL e STICK 7 PEEL t STICK (� R-33 BLOWN ROOF SHEATHING ROOF SHEATHING LU INSULATION ROOF SHEATHING ++xx 12 R-33 BLOWN . W - INSULATION 2 -0 f2 -6 OVER -HANG ::. :....: ::......:...:.. -- 2'-V OVER -HANG 3 ..... 2 Q} OVER -HANG .. .. HURRICANE ANCHOR :.`..: .::.....:..:.:..:...::...:: I-IURRICANE ANCHOR HURRICANE ANCHOR AT EACH MEMBER ::' .. ...::...........:: At EACH MEMBER At EACH MEMBER PER ENGn'S DETAILS ........ .....` N :.....:.... PER ENG'S DETAILS VINYL PERE ENG'S DETAILS CEILING � VINYL CEILING 2x4 TRIM GALV EAVE DRIP (2) 2x6 TOP B I GALV EAVE DRIP (2) 2x6 TOP M GALV A IN ROOF GEMENT I �- 2x4 TRIM = WALL SHEATHING IN ROOF CEMENT L EAVE DRIP 2x4 TRIM " - " , W/ PEEL 4 STICK 1/2 G.W.B. IN ROOF CEMENT W/ PEEL < STICK I/2 G.W.B. � " R, � � W/ PEEL E STICK �p WALL SHEATHING LAPPED OVER (WALLS t CEILING) - I `�` HARDI-LAP SIDING LAPPED OVER (WALLS E CEILING) LAPPED OVER HARD[ -LAP SIDING �� IxFURRING ! M Ix2 FURRING HEADER FRAMI.,904.272.5339 ENG BEA NG ! 1x2 FURRING ENG BEAM 2 = I PER ENG's DETAILS: x6 FASCIA WRAPPED 1x8 TRIM � 2x6 FASCIA WRAPPED � � 2x6 FASCIA WRAPPEDBuilding d ng Dept. W/ ALUMINUM W/ ALUMINUM INTERIOR TRIM W! ALUMINUM _ Ix8 TRIM PER BUILDER 8 _ VENTED YIN 0 = VENTED VINYL SOFFIT 1t ,.,_ ... fE 0 VENTED VINYL SOFFIt rp 4 Ix8 TRIM OVER - � � , ! � Q 1x8 TRIM OVER - 3/4 FURRING WALL *4HEATHING W/ 3/4 FURRING WALL SHEATHING W/ � 2x4 FRIEZE HOUSE- WRAP OVER R EZE HOUSE- WRAP OVER 5/4"x6 WINDOW TRIM 2x4 FRIEZE I 2x4 FRIEZE 1x6 TRIM HARDI-LAP SIDINGS Ix6 TRIM WINDOW UNIT PER HOUSE -WRAP MANUFACTURER'S SPECS u 1x2. TRIM OVER I Ix2 TRIM OVER 1x4 TRIM I WALL SHEATHING Ix4 TRIM Ix2 TRIM Ix2 TRIM ; i m _ I Ia. 2x6 STUDS (SPACING 2x6 STUDS (SPACING PER BUILDINGS CODE) I i PER BUILDING CODE) `'� I 5/4"x4 TRIM i 1 CONTINUOUS RIGID I CONTINUOUS RIGID CONNECTOR PER I CONNECTOR PER ENG'S DETAILS ENGS'S DETAILS 8x8 COLUMN R-19 INSULATION 2x4 P.T. TOP RAIL R-19 INSULATION - HARDI-LAP SIDING I Sx8 COLUMN 2x6 F.T. SOLE iE I Ix4 P.T. EACH SIDE 2x6 P.T. SOLE iE HOUSE -WRAP BASE TRIM TO BE GALV FLASHING 2x2 P.T. BALUSTERS BASE TRIM TO BE WALL SHEATHING DETERMINED W/ HOUSE -WRAP 5" O.C. VERTICAL DETERMINED LAPPED OVER SLOPE FOR 4" CONC SLAB W/ ! - 4" CONC SLAB W/ DRAINAGE 6x6 I(d/i@ W.W.M. I 1x TRIM OVER A 6x6 10/10 W.W.M. ON 6 MIL VISQUENE I Ix4 P.T. NAILER `11 ON 6 MIL VISQU N I/4" ! I -0" SLOPE FOR E E OVER CLEAN, WELL I DRAINAGE OVER GLEAN, WELL ,, COMPACTED, TERMITE I EXPANSION JOINT COMPACTED, TERMITE " NG SLAB 2 �� TREATED FILL " 2 �� TREATED GALV FLASHING 2 FORMED EDGE W/ HOUSE -WRAP 4 CO 2 FORMED EDGE I/4 ! 1 0 RE TED FILL 5 4 CONIC SLAB - Ix6 BASE TRIM `V Ix4 P.T. EACH. SIDE LAPPED OVER 1x8 TRIM OVER LU Ix6 BASE TRIM -- l o a a e e 1x6 P.T.AILER 77-=-771--M IT II c. a. a e. d a e d. e.. d o TR�iTI—Rl`=Tfi �Ti> � a STUCCO FINISH OVER —III—III—III—III— - - - - StUGCO FINISH OVER Z --� _ _ — I► FOUNDATION WALL III f I I _ _ ILL III III I _ I LL III III III III I I — i _ _ _ I_ e I_I I-1 I_I I IEE I FOUNDATION WALL I IIII—I L IIII-1 I I II - - - - n —111 - - u - - - - - - - - - - - - - - - n - - - FOUNDATION WALL .. W III 111-1 I I� 11-11 t _III -1 I—III-111 1 I —I I I-1 I I_I I L-1 I I—III I I_I I I-1 I_I I I III -1 L L __ _ II ,�- III _II� _ � � , —III -11 I=11 I=1 I I=1 I .Ile IP �—— N7.]e I III I I 1 I IP _ — STUCCO SCREED -1 I-1 II III 111-1 I I-1 I I—III—III-1 I I III III _III— I, —I I I_I 1=1STUCCO — _ a II 8 CONIC BLOCK —III—III 8 CONC BLOCK _ - _ - _ - - = I- 8 GONG BLOCK ,_ - O SCREED 8" CONC BLOCK IIII-I-I i STUCCO SCREED O -- III=1 I-1 I=1 L I LII=1 I=1 I_ FOUNDATION WALL I-III- ( e n :e FOUNDATION WALL - FOUNDATION WALL —1 (-1 I e . Ile FOUNDATION WA _ _ ND oN LL -' do FINISHED GRADE PER END'S DETAILS ,► III= L I=1) I=1 I - PER ENG'S DETAILS do FINISHED GRADE �jj �> PER ENGIS DETAILS _ �I ►I - � - - it PER ENG'S DETAILS II FINISHED GRADE O III=111=1 I II I I=1 I`I =111=1 I1= -� � 1=I 11=1 I I e n -_� II � W , — —— --- —1 i 1-1 I I I I Z VERTICAL RODS - -I VERTICAL RODS -III=III TI "- -1 hI I VERTICAL RODS -1 I I- ( Hr< III=1 I=1 I- ( yl VER CAL RODS - _ II � � I _ ' III � IP �./ PER E NGS DETAILS I PER ENG'S DETAILS - - - PER ENG S DETAILS - _ _ PER ENDS DETAILS II e DE L e II I C III II - - il — o = IL = — IEEI — Q II_III III III LII III— _ _ JI = —_— r W1-- III — — I III—LII—I i I—I I i—I I I_I I I- � . — — _ _III—III I-1 I-1 I a -III-111- -III—III e _ ► I I-1 I i— — — r =1 I=1 I 11 a III III —- e e —_ _ 4; a I=1 I=1 f I a . nd > CONIC FOOTING W/ VIII=111=1 ._ Ii e _ a I—III—III — — — . LL it e 1 0 III J _ d U CONIC FOOTING WL - _ • : an d GONG FOOTING W/ -1 I=1'I II -I - - d �: n � GONG .FOOTING W/ N II • - RODS CONT PER I- I-1 i I • -1 (1-1 I I RODS CONT PER I 1-1 I I - - _ O R D I I—_ RODS T II III R D CON — — `rI N PER — e __ I �lle�-_� a III -1 - L-_� - - - < _ �-�� ,e. - - _ - I e WL__ RODS CONT PER —III—III — — _ — _ _ — — III I I III -11 . - ENG'S DETAILS - e - - ENG S DETAILS _ - -_� - O I_ a I III I I I I II 11 I I I a I -11—I ENS s DETAILS � I _ _ _ � _ — _ ENG s DETAILS IIL Ill I II SII --- m III 1 — —1=1 II III _,d' II I I .._III-I I I_ I I I I, I, I I III III III I I I �_I LC) a ' 3 O I W N ONT O CH S CT I ON 2TYPICAL 5ACK FORCH SECTION 3 i=' SECTION 1 SCALE: 3/4 - 1 0 SCALE: 3/4 1 0 SCALE: 3/4 - 1-011 Plan K1592 Job #: 17-1045 NOTE: SHEET NUMBER ALL STRUCTURAL COMPONEN S SHOWN ,F. MAY VARY U T R DUE O ENGINEERING mi lem mm REQUIREMENTS. SEE ATTAC D ENGINEERING SPECS FOR AIC AL ICOMP'ONENTS TO BE USED.. , GLENN LAYTON HOMES of: 7 INSTALL METAL ROOF OVER FLANGE At HEAD GALVALUME METAL ROOF ( INSTALLED PER MANUFACTURER'S SPECS) OVER PEEL 4 STICK OPTIONAL - PROVIDE LEAD VENT OVER PLYWOOD SHEATHING BOOT WITH INTEGRAL FLANGE ---- (PER ENG'S DETAILS) OVER ROOF MEMBERS VENT STACK - SEE BUILDER FOR SIZE 4 LOCATIONS WINDOW INSTALLATION (METNOp-A-L) PRE FORMED PLEX15LE 5007 , FLASHING W/ INTEGRAL FLANGE WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. F L � FLASHING APPLIED OVER THE FACE OF THE MOUNTING SET 1N PLASTIC ROOF CEMENT -------- SECTION ______SECTION A THROUGH WINDOW JAMB - INSTALL FLANGE OVER METAL ROOF AT BASE yrs y GALVALUME METAL ROOF y: SEALANT BEAD ( INSTALLED PER BEHIND MOUNTING FLANGE. MANUFACTURER'S SPECS) OVER PEEL 4 STICK OVER PLYWOOD SHEATHING SEAL THE WINDOW FRAME TO eo OPENING. APPLY A g/e" NOM. \\�� (PER ENG'S DETAILS) DIA, TO THE. BACKSIDE - ' \ OVER ROOF. MEMBERS - - - (INTERIOR) OF THE WINDOW '� FLANGE, IN LINE WITH ANY y \ � l FLANGE, HOLES OR SLOTS. o ..! FLASHING �''� 2�t". WIDE METAL VALLEY FLASHING OVER PEEL '4 STICK SEALANT BEAD BETWEEN Q JAMB FLASHING. FLASHING AND MOUNTING , APPLY BEAD OF SEALANT APPLY CONT. SEAL TO THE MOUNTING FLANGE. ' AT HEAD FLANGES A7 THE TOP (HEAD) AND ' © APPLY HEAD FLASHING SIDES (JAMBS) OF WINDOW. EXTEND SEALANT AT JAMBS 8)4" ABOVE ®/ - ®REMOVE PREVIOUSLY APPLIED THER.O. AT HEAD. EMBED JAMB TAPE, ALLOWING WRB TO LAY FLASHING INTO SEALANT AND FLAT OVER HEAD FLASHING. FASTEN IN PLACE. (FLASHING APPLY NEW SHEATHING TAPE GOES OVER SEALANT). OVER DIAGONAL CUT -. SEE DIAGRAM... SECURE WRB AT HEAD ..FLASHING AT HEAD ', EXTENDS I BEYOND JAMB MB FLASHINCs 00. OHEAD FLASHING \ EMBED BOTTOM OF THE HEAD FLASHING AGAINST \ THE PREVIOUSLY APPLIED \ - (FLASHING GOES SEALANT T) EXTEND \ :HEAD FLASHING BEYOND EACH JAMB FLASHING. \ / I FASTEN IN PLACE. o � I I QJAMB FLASHING A DETAIL: v SCALE: NOT TO SCALE - - - - NSTACK FLASHING - VALLEY ASHING DETAIL ■ NOT TO SCALESEALANT SCALE: ? GALVALUME METAL ROOF z %' EXTEND JAMB FLASHING F TO OVERLAP SILL I r EXTENDS 1" MIN BEYOND 4„ 1/4""® OVER PEEL 4 STICK OVER PLYWOOD SHEATHING FLASHING. EXTEND J JAMB FLASHING, BE : ND FASCIA JAMB FLASHING 5JS" \ I ABOVE ROUGH- "-WATER TIGHT GALVALUME METAL ROOF OYER PEEL 4 STICK _ OPENING AT HEAD.' g,; I / TUCK TDP OF �.,, / JAMB FLASHING \ I / sEALANr : y � INSTALL METAL ROOF OVER OFF -RIDGE VENT FLANGE AT HEAD / UNDER THE FLAP OF WRB AT THE \ HEAP. SEE DIAGRAM ^ . SILL FLASHING � SHIM AN ADJUST WIND OW TO ACHIEVE SQUARE P P - I .�,\\ ��,� V E RR .PLUMB AND LEVEL CONDITION IOO WRESISTANT IOW MANUFACTURER URER PEG INCATIIONS. PER /� D - PLYWOOD ET ,4 PER ENG'S DET I IN GALVANIZED METAL OFF -RIDGE VENT 8 9" II WITH BAFFLE, SET IN PLASTIC ROOF.�� - SELF ADHERING MEMBRANE II I I WEATHER RESISTANT BARRIER (WRB) s'I II CEMENT OR SEALANT i AT A 45 DEGREE ANGLE, CAREFULLY CUT THE ROOF CEMENT FLASHING, OVERLAPPING . BARRIER ON A DIAGONAL.. GENTLY RAISE THE. - TOP EDGE OF THE BARRIER UP AND TAPE THE TOP CORNERS .AND CENTER TO THE EXTERIOR WRB.SURFACE ABOVE. - SCREEN !I INTERIOR VIEUJ / TOP LEFT CORNER OF WINDOW UNDERLAYMENt `. I INSTALL OFF -RIDGE VENT FLANGE OVER METAL ROOF ` MEMBRANE FLASHING V MM AT BASE ;.. P.T. FURRING BEYOND JAMB FLASHR4G SHEATHING OVER ROOF ::::>:: (OPT -;SEE WA SECTION) MEMBERS PER END'S DETAILS :- FASCIA DETAIL* WALL DOOR'FLASHINC; INSTALLATION A _ WEATHER RESISTIVE BARRIER (WRB) APPLIED PRIOR TO THE DOOR INSTALLATION. APPLY 4" WIDE TAI lelA /KICSG OUT F NOTES: I INSTALL IN STRICT ACCORDANCE WITH STEPS (DIN WATER SHEDDING FASHION,- STARTING AT THE BASE. OF ~ ` 'MANUFACTURER'S WRITTEN INSTRUCTIONS THE WALL 4:WORKING TOWARDS THE TOP, INSTALL THE'WRB 2 - APPLY ROOFING CEMENT OR SELF -ADHERING TO THE FACE OF THE. SHEATHING. FLASHING OVER FLANGE AT HEAD ONLY O CUT WEATHER BARRIER AND FOLD IN AND AROUND DOOR JAMB a INSTALL DOOR PER - MANUFACTURER'S INSTRUCTIONS - ®APPLY JAMB FLASHING ". ©AP PLY HEAD FLASHING - - DETAIL: OFF RIDGE VENT SCALE: NOT TO SCALE ; WALL SHEATHING PER END'S DETAILS,' APPLIEDWOOD FINISH (SEE:ELEVATIONS) OVER APPROVED WALL FI SH ASSEMBLY r WEATHER BARRIER >. LAP WE HER BARRIERS EXTEND PEEL 4 STICK • OVER NA INC FLANGE z UP WALL _7" (MINIMUM) I 5x5 GAL FLASHING -- LAP WEATHER BARRIER N1n \� ;•� KICK -OUT- LASHING I OVER FLASWING AND SECURE WITH STARTER STRIP (SEE DET IL) I , � 11141 110, ? GALVALUME METAL ROOF z %' FLASHING AT HEAD - F r EXTENDS 1" MIN BEYOND 4„ 1/4""® OVER PEEL 4 STICK OVER PLYWOOD SHEATHING JAMB FLASHING, BE : ND FASCIA "-WATER TIGHT (PER ENG'S DETAILS) OVER ROOF MEMBERS : y 5 J O HEAD FLASHING I .�,\\ ��,� PLYWOOD ET ,4 PER ENG'S DET INC S APPLY 4" WIDE IN \\ - SELF ADHERING MEMBRANE ROOF 4 WALL ROOF CEMENT FLASHING, OVERLAPPING PEEL 4 STICK BOERSECTTOMTIONS DOOR FRAME 1/4" 4" UNDERLAYMENt `. EXTEND SELF ADHERING GALV EAYE DRI( ` MEMBRANE FLASHING V MM P.T. FURRING BEYOND JAMB FLASHR4G (OPT -;SEE WA SECTION) FASCIA DETAIL* WALL Q JAMB FLASHING A APPLY 4" WIDE TAI lelA /KICSG OUT F ASHINCAAIEC SELF ADHERING MEMBRANE Mf _' OOFINISH FLASHING, OVERLAPPING DOOR FRAME 1/4" O3 INSTALL DOOR t THRESHOLD SCALE GLENN LAYTON HOMES INSTALL DOOR PLUMB, - LEVEL AND SQUARE PER MANUFACTURER'S " WRITTEN INSTRUCTIONS y SET THRESHOLD IN BED OF SEALANT APPLY SEALANT AT (D d CORNERS AND FRONT EDGE OF THRESHOLD 9„ I I I J I I ATN SISTANT I WEATHER RE � 9" LINE A BIER IWRBJ B R I I ATA 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIERONA DIAGONAL. GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE. TOP CORNERS AND CENTER TO THE EXTERIOR / y WRB SURFACE ABOVE. 2 CUT WEATHER BARRIER AND FOLD O I/ IN AND AROUND DOOR JAMB WALL SHEATHING PER END'S DETAILS,' APPLIEDWOOD FINISH (SEE:ELEVATIONS) OVER APPROVED WALL FI SH ASSEMBLY r WEATHER BARRIER >. LAP WE HER BARRIERS EXTEND PEEL 4 STICK • OVER NA INC FLANGE z UP WALL _7" (MINIMUM) I 5x5 GAL FLASHING -- LAP WEATHER BARRIER N1n \� ;•� KICK -OUT- LASHING I OVER FLASWING AND SECURE WITH STARTER STRIP (SEE DET IL) I , � 11141 110, ? GALVALUME METAL ROOF z %' FLA ING 2" F � OVER PEEL 4 STICK OVER PLYWOOD SHEATHING BE : ND FASCIA "-WATER TIGHT WALL SHEATHING PER END'S DETAILS,' APPLIEDWOOD FINISH (SEE:ELEVATIONS) OVER APPROVED WALL FI SH ASSEMBLY r WEATHER BARRIER >. LAP WE HER BARRIERS EXTEND PEEL 4 STICK • OVER NA INC FLANGE z UP WALL _7" (MINIMUM) I 5x5 GAL FLASHING -- LAP WEATHER BARRIER N1n \� ;•� KICK -OUT- LASHING I OVER FLASWING AND SECURE WITH STARTER STRIP (SEE DET IL) I , � I O GALV COUNTER-FLASHINGVER 110' EXTENDED PEEL 4 STICK i I \GALVALUME METAL ROOFING ` PER MANUFACTURER'S SPECIFICATIONSJi EXt ND KICK OUT 11141 110, I O GALV COUNTER-FLASHINGVER 110' EXTENDED PEEL 4 STICK i I \GALVALUME METAL ROOFING ` PER MANUFACTURER'S SPECIFICATIONSJi EXt ND KICK OUT U (3 c �.. :S,` v N 7 0 00. p •0 cam_'_ 0 c5S E= t O or O '02O Ow V U) ++ C O C t,8 0 � C•p O, W , o >, v 0 0 cv y 0 0. L c d 'r- c.¢ c:: co C= u , O o E � EfIF 9._ XNoc'�E0 o QY;E24 o a...n-o 0 0 Y 1999 Wells Road Orange Park, FL 32073 V r! �r t. Y_. W W 0V LV >= V J O a U) w Z LIJ 0 Q U) W W cr Building Dept: ui U V 01 Z .I Lu N Z Q •-> U) Lu z C1 0 W o a'-- ` LL U 04 It 0 _ o m U)rn LO t7 D L 3� w uw0�, o S J Plan #: K1592 Job #: 17-1045 SHEET NUMBER of: 7 GALVALUME METAL ROOF %' FLA ING 2" OVER PEEL 4 STICK OVER PLYWOOD SHEATHING BE : ND FASCIA "-WATER TIGHT (PER ENG'S DETAILS) OVER ROOF MEMBERS : y SEAL GALV FLASHING OVER PEEL 4 STICK .�,\\ ��,� PLYWOOD ET ,4 PER ENG'S DET INC S NOTE: INSTALL KICK -.OUT FLASHING AT \\ ROOF 4 WALL ROOF CEMENT PEEL 4 STICK BOERSECTTOMTIONS UNDERLAYMENt `. GALV EAYE DRI( P.T. FURRING (OPT -;SEE WA SECTION) FASCIA DETAIL* WALL FLA5HING A TAI lelA /KICSG OUT F ASHINCAAIEC Mf _' OOFINISH SCALE: NOT TO SCALE SCALE: NOT TO SCALE GLENN LAYTON HOMES U (3 c �.. :S,` v N 7 0 00. p •0 cam_'_ 0 c5S E= t O or O '02O Ow V U) ++ C O C t,8 0 � C•p O, W , o >, v 0 0 cv y 0 0. L c d 'r- c.¢ c:: co C= u , O o E � EfIF 9._ XNoc'�E0 o QY;E24 o a...n-o 0 0 Y 1999 Wells Road Orange Park, FL 32073 V r! �r t. Y_. W W 0V LV >= V J O a U) w Z LIJ 0 Q U) W W cr Building Dept: ui U V 01 Z .I Lu N Z Q •-> U) Lu z C1 0 W o a'-- ` LL U 04 It 0 _ o m U)rn LO t7 D L 3� w uw0�, o S J Plan #: K1592 Job #: 17-1045 SHEET NUMBER of: 7 i✓' n 8x8 COLUMN TTY-Pf CxALYALUME METAL ROOF (TYPICAL) 2x4 P.T. TOP RAIL Ix4 P.T. EACH SIDE I i I 12 12 I I I I I N - 1 2x2 .T.5P1 SPINDLES I a 5FALSE 1,, O.G. 0 I I ® � I cn Ol LOUVERED _ VENT 1x4 P.T. EACH SIDE "1 0 1 >a TO GABLE FACE t0 CxA FAG i BLE E I 12 1 12' I I I N J V 12 12 U 5EC V N A _ TION _; ELEVATION H RD I -SHA KE m 10'-I" HT -- - -. - SIDING(tYP) cv � 0001 iA L FN 111 J AIDETAIL J.�'• WOOD r/�l� fi�'l��c 1.. Q SCALE: 3/4u V-011 HARDf-LAP �� SIDING (TYP) 5/4 xS TRIM _ C� RAGzE p 5/4"x4 C01CORNERDOOHEA DOORHEAD 0 TRIM (TYP) (TYPICAL) Ix8 OVER Ix6 BAND FE I I (TYPICAL) — -- --- ------ --- 8x8 COLUMN (TYPICAL) PIGAL) ►' I FIN FLOOR FIN FLOOR : •. .,, .. AAAA .. .. ... , FIN GRADE FIN GRADE i '1/12 r ill2 I STUCCO FINISH STEPS TO GRADE P.T, WOOD U —"" OVER EXPOSED AS NEEDED CxUARDRAfL O FOUNDATION WALL (TYPICAL) Z i (TYPICAL) — - — FRONT ELEVATION, r SCALE: 1/4" = V_011 LINE OF STRUCTURE I I — — 5/4"x6 HEAD TRIM (TYPICAL) 1 I t - ROOF LINE I I z (TYPICAL) 3/12 I 5/4"x4 SIDE TRIM .�H---- I I '1/12 rX, —► I �h 5/4"x4 BOTTOM TRIM L I r I I r I I _ I �` � _ WINDOW TR11„I D TAIL. I I J �z 1 � } I 1/12 GAL VALUME r METAL ROOF 1/12 "1%12 I (TYPICAL) Q o i ff� ,z _ _ N -.. i 4 OFF -RIDGE I PENT I I I 1 I I 1/12 I --- II I 1211 1112 7 7 I TO (:ABLE FACE7 TO GABLE FACE I N r r I — — — — — — — — — — — — — — - — 12 12 i I • - HARD SNA j 9 6 B Ht 10 -1 iE 1-1t LL U u u(TY ) - - - ROOD PLAN, BACK PORCHkc SIDING P u u u u u A 1/2" = i'-0" � SCALE: G VENTILATION SARDI _ LA P ATTIC SI IN (tYP ) _ 5/4"x4 CORNER _' (TYP) t R ATTIC SPACE 315 IM 1- /. 300 6 h PRIVACY Ix8 O s 1/ER FENCE W/ GATE ,,, Ix6 BAND SQ FOOTAGE 12.4 AT SHOWER TOTAL VENTILATIONE (TYPICAL) /. 2 8x8 COLUMN (TYPICAL) FIN FLOOR SQ FT OF VENTILATION TO SOFFITS 62 ROOF VENTS 6.2 SQ FT OF VENTILATION TOR E S ..,• ,•...•� •... ,•. .".. � . • _ .. :•,AAAA.. AAAA :. ,� . ., AAAA :..., ,: •. .• ,, ,..., .; ..• .•AAAA , NTS t0 BE VERIFIED ON SITE) •. , ; • .. ..: . (SIZE AND LOCATION OF ROOF VE •. :.. , • �., ,• ..;• - • .: .• :•AAAA •• FIN G • ., .. .. ' ` . �• .. •'• . � ;' ,...• . • • ' � • � • ' � '•. _ _ RADE UCCO FINISH R EXPOSED Fl UNDATION WALL a.m.� �� A . 1 A .M. 1 we i C' YPIGdL) PROVIDE= ALL ADDITIUNAL rc�ctulracrlcnia OF LOCAL BUILDING OFFICIALS TO MEET COMPLIANCE. LAYT NGLENN O HOMES V U c c N O 3. C +' O ca°a�i�O °�>. ci 00-° 0— V°U fACLU o c y °•_ Ori.• OV •L�,, U. y"+�-j.€•�, L c� m ° c$ o 0 c O N�°'3o� c E! Eur p ilin vv n c O C) a�'io°3° 1999 Wells Road Orange Park, Fl, 32073 V✓ � W w Z 0 W V aJ Q U) H '^^ Z V i W Vl W W cc Building Dept: W V Z J c w<z O +� LU a o W h -I F— V_ V_ z ... o U u_ 04 II 0 0 o) mRC40,/� V 5 Lo LO W v o _0 LO a o w CV D H Plan #: K1592 Job #: 17-1045. of: 7 OVER EXPOSED FOUNDATION WALL 1 I (TYPICAL) EFS' ELEVATION, 1 �t GLENN LAYTON HOMES 11 U � U, C 4-J N L .rte. •� V � �. W. O .8 3 (Ii d g t 2 O +O+ &3. (n , ao o d od aE cmc v 0 3 o'o$�'v 0 0•-+ ��_ U q V N •;.. p -'-pper O•G O G 81- 20- CyCt0NO N I� 0 Fcm0 �. V �Q TE.+`'.07a�N2o D N 0 I v o � ,I - Cq , 0 30 y��,�� E CV a ��E Y o 0 O Y �wrY 1999 Wells Road Orange Park, Fl. 32073 V7 rIr w Lu z 0 0 a _W o -' Q U) ,.= z W w 06 cc 904.272.5339 Building Dept: W U Z _! c W < z 0 0 �> U, j> X W z C) Uj1- F- 0 0 f� Z � ) LL �� V o O a CO 414- c U") a0 W N L J 0 Plan #: K1592 Job #: 17-1045 SHEET NUMBER L6 of: 7 k. TANKLESS ti CCAS WATER HEATER A/G DISC WP ur- GFCI 1 f 1 r 1 '\ u WATER — L — JL(GAS)J SOFTENER LOOP GFCI h N RY 1 HOT TUS \\ (BY OTHERS) DA \ ` \ HVAC GARAGE (10'-I" M HT) , Vii` 1 ► , I I OI= 1C ` COMPACT C10 -1 CEIL) I FLUORESCENT / / J! ON PULL CHAIN _r7)__`\ i r IN ATTIC i — — — — — — — — — — — — — — — / �� W \ r CEIL o -1 ' 0 L J (1 I GFCI I I i I I --- � sD I_ r Cs.D.o. `•__-` TO SWITCH II _ / At FOYER 00 \ P L (12X24) II i i _ \-- (BY OTHERS) I ( rr / \t Il SACK I — 1 4 d I — — PORCH 1 �, — — — WP — — I I'E HT)` ► VENTLEss GFCI ► `\\ CsA5 FIRE- 1 1 wP \ PLACE E /-• * r j� � GFCI =---------- ---�I I I I EL�./ ILCf�... LEGEND -III ice -III \ --, I I Jj DINING FLOOR PLUGc IL c I PREWIRE a E L BRACE � ® 220V OUTLET I I CE IL INCA PAN LIVING I ► wi L IC�sHT � IIOV OUTLET 1 - (STEP CEIL) `\ II \\ I I \ \ I I PRE W IRE WP WEATHER PROTECTED _ TO REAR I , t ( \ CI 110V OUTLETTo POOL Q BRACELANDSCAPE GF LIGHTING LIGHTING CEILING FAN ► (NO LIGHT) � 110V OUTLET W/ GROUND FRONT I I GFCI FAULT CIRCUIT INTERRUPT r �-- 1 / PORCH , FLUOR LIGHT �\ '_----------- -- - \\ �I\� \ i �� \ I (10'-i HT) r ca SWITCHED 110 OUTLET \ 8 \ , I I I (TOP HALL= ONLY) G I I �� , I I _ I.. CEILING EXHAUST �._ —� P\ I _--------------- , SAN/LIGHT FIXTURE W/ 1 (8Y OTHERS) ----- , ,.. � GARAGE DOOR OPENER t I I I \ I __— _--- , HfGH EFFICACY` BULB p I I TO GARAGE t (VERIFY SIZE IN FIELD) I I i \ I=OYER t i i I FLOOR PLUG \ _ \ \ \\ I /� �, / %� /�� \, .,.- CARRIAGE x $ SWITCHES n'=i° (VERIFY �� I ( ch' -I CEIL) r �. (--I __ - CEILINGx EXHAUST I=AN _-----� - -' LIGHTING WP , i ; / LOCATION I ► GFCI JVT,� I / CEIL W/ BUILDER) \ 1 \ \ / �, $3 3 -WAY SWITCH — — \ J II F + ------------- --- `--' __-- (�. - _ TO FRONT RECESSED LANDSCAPE LIGHT FIXTURE W/ CEIL \ ► I I ___�_ I I LIGHTING L.E.D. BULB ® SMOKE DETECTOR WP GFCI / 3 �\ i "";CEIL ING MOUNTED ► — — Y LIGHT FIXTURE DISC \\ — WF6T , DISCONNECT SWITCH - ► REF i , CEILING MOUNTED PENDANT FIXTURE c---_ SU I TE o CARBON MONOXIDE FCI GFCI WNE-.S (10i -In CEIL) DETECTOR E ALARM , E, WALL MOUNTED S O * I oiw ,- ` �"L IGHT FIXTURE l (10'-I" CEIL) �\ ! I GFCI — r/ / \ i G. D SPOSAL ► t III I \ r GAS RANGE W/ t 5D SDI <;7q SWITCH IN CAB VENTED HOODP9 FC -01 -NJ ezlj- \ - ` \ , — NOT _ AA o© — — — WdTH NFPA'10 1 ALL ELECTRICAL WIRING TO SE N ACCORDANCE U1 A - ILD0 2011 NATIONAL ELECTRIC CODE ---- II F - Fc F , + 2 - P OV1DE ARC -FAULT CIRCUIT INTERRUPTER (AFCI) \ , PiTECTION THROUGHOUT, WITH A LISTED + t /,4F'. I AS REQUIRED PER 210-12 (A) () 4 ( AN FSC 8392.12 1 t \ \ I \ CEIL) OWNERS \ 1 I 8[j2FjCI 3 - 1"""' OF ALL PERMANENT FIXTURES TO USE I \ � ` (ID'-1'� CEIL) , Hk H- EFFICAC1' COR L.E.D.) LAMPS PER F ENERGY CONSERVATION R404 I I \ ATH 03 WALK- IN I' -I" ` 5U I TE 3 ( -1 CEIL)--- I (101-111 CEIL) --- \ C10'-ICEIL) " � n - T --------J I I GFC ` HIHe EFFICACY 3UL5 CALCULATION WP GFCI T AL PERMANENT FIXTURES. 62 HIgHFFI A E C CY COR L.E.D.) FIXTURES. 49 ELECtomm—%1CAL AN oP CENTAGE OF ,t-4IC�H EFFICACY: �9io SCALE= 114" 1'-0" w GLENN LAYTON HOMES U U C C v� tri �, ni N .` 0 N +. _ _ O o,N,C D +_. •U c. — .5 i'' �U .I 3 aoa>UE �ch.$�C._� (0 o O C a 0 °aO o Q ovz= _— C p z� O 0 eC N— G— 4d a E -A;, -u y$ co _ .o o -1d •aNi .. Cmi 0-0 a Ci C V) Q C C o d0 0 • C C f— 0U£cc.8 ¢eY`0 NU OU N - Q -9, - qy2 bC 0oE0oDwo°d le 00 .0,.0,00 FE:' 1999 Wells Road Orange Park, F1, 32073 VJ � L. J w z C7 Q � _ w r ' r) V J 0 a 00 VJ � Z V, I W 06 cc Building Dept: W r–r Q; W C0 0 3: 5; LLJZ j ICE ., v 0 i 0 _LU 0 Z LL 04 G) p O a LL M T (0 y V 5 i� U) Q1 N 3 D D O u w N L Plan #: K1592 Job #: 1 17-1045 SHEET NUMBER 0f: 7 IF . PANEL SHEATHING REQUIREMENTS SHEET INDEX DESIGN CRITERIA AND LOADS TABLE 2. WOOD STRUCTURALQ CHED TABLE 7. METAL CONNECTORS ULE NOTES 3 4 ST 1 1- 11, Building Code ALTERNATIVES AND MAY BE CONSIDERED' INTERCHANGEABLE Florida Building and Residential Codes, 5th Edition (2014) Code for Design Loads STUCCO AND DIRECTLY ANSI/ASCE 7-10 51 - 100 fe +22.01 -24.09 ROOF LOADING' ............................................... Cd = 1.25 TOP CHORD LIVE LOAD..................................20 PSF TOP CHORD DEAD LOAD................................ 7 PSF BOTTOM CHORD LIVE LOAD 1 Y" ATTICS WITH LIMITED STORAGE ............... 20 PSF (PER FRC) ATTICS WITHOUT STORAGE .....................10 PSF ALL OTHER VENEER (NON -CONCURRENT)` BOTTOM CHORD DEAD LOAD .....................5 PSF WIND LOADING................ ... .......................... Cd = 1.60 ASCE 7-10,3S GUST .............. .....................130 MPH BASIC WIND SPEED (NOTE 7) EXPOSURE CATEGORY .................................. C BUILDING CATEGORY............, ............ .........11 $" O.C. IN THE FIELD ENCLOSURE CLASSIFICATION ...................... ENCLOSED INTERNAL PRESSURE COEFF........................ 0.18 C&C DESIGN PRESSURES .............................. (SEE TABLE 1) FLOOR LOADING..............................................Cd = 1.00 TOP CHORD LIVE LOAD..................................40 PSF TOP CHORD DEAD LOAD................................10 PSF BOTTOM CHORD LIVE LOAD .......................... 0 PSF BOTTOM CHORD DEAD LOAD .....................5 PSF SPECIAL FLOOR (GAME ROOM) LOADING .... Cd = 1.00 TOP CHORD LIVE LOAD .................................. 60 PSF TOP CHORD DEAD LOAD................................10 PSF BOTTOM CHORD LIVE LOAD .................. .........0 PSF BOTTOM CHORD DEAD LOAD........................5 PSF FLOOR TRUSS PACING..............16" MAXIMUM LOO U S S O.C. DEFLECTION CRITERIA z ROOF TRUSSES .............................................. LL/240 12 -- TL/180 -- TL MAX 1" UP TO 16 40' SPAN OPEN WEB FLOOR TRUSSES/BEAMS.......... LL / 360 LL O TL/240 16 TL MAX 3 /" WOOD I JOISTS ............................................... LL / 480 16 TL/240 16 TL MAX %„ NOTES: 1. FOR SHEATHING THICKNESS GREATER THAN 15/z CATEGORY (32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF 8d RING SHANK NAILS (0.148" x 3" LONG). 2. COMMON NAILS IN WALL SHEATHING MAY SUBSTITUTED W/ 8d GALVANIZED BOX NAILS. 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. T CURRENT APPLICABLE AND SUPPLEMENTS OF PANEL SHALL CONFORM TO THE MOS CU CABLE 4. ALL WOODSTRUCTURAL CURRENT APPROVEDAPA:MANF. SPECIFICATIONS. 5. FLOOR FASTENERS ARE' MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP REDUCE SQUEAKING, 8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. 6. %2' 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL LY TO OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATIONS ALLOW BULLETIN Q370 WHEN STUCCO LATH IS ATTACHEDDIRECT REQUIREMENTS ARE � "24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER MIN STRUCTURALREQU /s WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. 7. %2' PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD MENT ALL W 15 "APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. WARRANTY AND INSTALLATION REQUIREMENTS O /z Q TALLY HORIZONTAL PANEL EDGES. 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZON W/UNBLOCKED HO O WOOD BLOCKING IS REQUIRED FOR SHEARWALLS LESS THAN VIN LENGTH. 9. MINIMUM STRUCTURAL ROOF SHEATHING REQUIREMENTS FOR METAL ROOF CLADDING IS SAME AS SHINGLE ROOF. SHOULD ROOF MANUFACTURER'S INSTALLATION DRAWINGS REQUIRE SPECIFIC ROOF SHEATHING EXCEEDING THE STRUCTURAL CONTRACTOR SHALL PROVIDE ROOF SHEATHING IN ACCORDANCE WITH ROOFING SPECIFICATIONS. MINIMUM, LL STUD SPACING IN O.C. TABLE 3: MAXIMUM EXTERIOR WA SP C NOTES 1 2 3 NOTES: 1. CONCURRENTLY LOADED LIVE LOAD MAY BE REDUCED PER FBC 1605.3.1.1. TABLE 1: COMPONENT NT AND A CO O E CLADDING DESIGN PRESSURES WINDOWS AND DOORS ALTERNATIVES AND MAY BE CONSIDERED' INTERCHANGEABLE 15 N TED SB OR PLYWOOD INSTALLED VERTICALLY OR " 24/16 MIN /2 SPA RA O OOD (/s 0 O STUCCO AND DIRECTLY .32/16 INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE 51 - 100 fe +22.01 -24.09 ADHERED STONE FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. w, H (NOTE 6) -25.56 -30.74 w SEE FRAMING PLAN` 1 Y" Q � � NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE LO MIN Y16"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL U -� ALL OTHER VENEER W/ 8d COMMON: 6" O.C. EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES); WOOD SCREWS IN STUD (NOTE 8) 6" O.C. AT PANEL EDGES, 12" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES) O N TILE ROOF MIN 1532 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION 0 (NOTE 7) PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 4" O.C. AT PANEL EDGES AND Lu= 8 FT $" O.C. IN THE FIELD O w z SHINGLE AND METAL ROOF MIN /s 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION O.C. AT PANEL EDGES, 12" O = cn (NOTE 9) PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 6" 12 FT ❑ O.C. IN THE FIELD. FLOOR DECK SHEATHING: 2%2' T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES, 12" O.C. IN THE (NOTE 5) FIELD. PORCH CEILING BOARD SHEATHING: 3 „ MIN / OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/ 8d „ -- „ COMMON. 3 O.C. AT PANEL EDGES, 12 O.C. IN THE FIELD. "SW" DESIGNATED SHEAR WALLS: INSTALLED VERTICAL OR HORIZONTAL W/ 8d COMMON. 3 MIN -OSB OR PLYWOOD INS C O / 1s 1,2,3 HTT45 O.C. AT PANEL EDGES, 6" O.C. IN THE FIELD (UNBLOCKED HORIZONTAL PANEL EDGES), NOTE 8 ( ) 12" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES). NOTES: 1. FOR SHEATHING THICKNESS GREATER THAN 15/z CATEGORY (32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF 8d RING SHANK NAILS (0.148" x 3" LONG). 2. COMMON NAILS IN WALL SHEATHING MAY SUBSTITUTED W/ 8d GALVANIZED BOX NAILS. 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. T CURRENT APPLICABLE AND SUPPLEMENTS OF PANEL SHALL CONFORM TO THE MOS CU CABLE 4. ALL WOODSTRUCTURAL CURRENT APPROVEDAPA:MANF. SPECIFICATIONS. 5. FLOOR FASTENERS ARE' MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP REDUCE SQUEAKING, 8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. 6. %2' 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL LY TO OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATIONS ALLOW BULLETIN Q370 WHEN STUCCO LATH IS ATTACHEDDIRECT REQUIREMENTS ARE � "24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER MIN STRUCTURALREQU /s WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. 7. %2' PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD MENT ALL W 15 "APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. WARRANTY AND INSTALLATION REQUIREMENTS O /z Q TALLY HORIZONTAL PANEL EDGES. 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZON W/UNBLOCKED HO O WOOD BLOCKING IS REQUIRED FOR SHEARWALLS LESS THAN VIN LENGTH. 9. MINIMUM STRUCTURAL ROOF SHEATHING REQUIREMENTS FOR METAL ROOF CLADDING IS SAME AS SHINGLE ROOF. SHOULD ROOF MANUFACTURER'S INSTALLATION DRAWINGS REQUIRE SPECIFIC ROOF SHEATHING EXCEEDING THE STRUCTURAL CONTRACTOR SHALL PROVIDE ROOF SHEATHING IN ACCORDANCE WITH ROOFING SPECIFICATIONS. MINIMUM, LL STUD SPACING IN O.C. TABLE 3: MAXIMUM EXTERIOR WA SP C NOTES 1 2 3 NOTES: 1. CONCURRENTLY LOADED LIVE LOAD MAY BE REDUCED PER FBC 1605.3.1.1. TABLE 1: COMPONENT NT AND A CO O E CLADDING DESIGN PRESSURES WINDOWS AND DOORS ALTERNATIVES AND MAY BE CONSIDERED' INTERCHANGEABLE EFFECTIVE ZONE DESIGNATION WIND AREA IZ - Interior Zone (psf) EZ - End Zone (psf) 0 - 20 ftz +24.61 -26.70 +24.61 -32.95 21 - 50 ftz +23.42 -25.51 +23.42 -30.58 51 - 100 fe +22.01 -24.09 +22.01 -27.74 101 - 200 tf +20.91 -23.00 VINYL SOFFIT MAX PRESSURE (psfl +20.91 +23.5 -25.56 -30.74 GARAGE DOOR PRESSURE SEE FRAMING PLAN` END ZONE KEY MAP END ZONE: END ZONES SHALL BE TAKEN AS THE 1ST 4.0' PER IRC FIGURE R301.2 (7) USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL Q ALTERNATIVES AND MAY BE CONSIDERED' INTERCHANGEABLE SIMPSON STUCCO FINISH -U360 USP USP FASTENERS FLEXIBLE FINISH -U120 SIMPSON FASTENERS USP BEARING CONDITION f - WALL HEIGHT 1 Od x 1 Y" (8) %" x 1%" WS15-GC 1 Y" WALL HEIGHT NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE LO 3" 1,2,3 &STUD TYPE 1,2 WOOD SCREWS IN STUD 0.148" (9) 10d COMMON 16d SINKER (9) 10d COMMON DTT2Z .EMBED EPDXY OR DTB-TZ %" fd x 412" EMBED EPDXY CS18' 8 FT 9 FT 10 FT 11 FT 12 FT 8 FT 9 FT 10 FT 11 FT 12 FT ❑ 2x4 SPF STUD 16* 12 - -- - 16 16* -- - -- STUD/BEAM/TRUSS 1,2,3 HTT45 STUD/BEAM/TRUSS MTS12 (7) 1 O x 1 Y2" MTW12 (7) 1 O x 1 Y" 6. UNO ON PLAN, MIN (1) SDWC15600 TOP PLTiTO KING ST �$ O x 6" EMBED O s O x 6" EMBED ANCHOR z 2x4 NO.2 SPF 16 12 -- -- -- 16 16 16* 12 -- LL O (2)2x4 NO.2 SPF 16 16 16 12 12 16 16 16 16 16 0 2x6 SPF STUD 16 16 16 16 16 16 16 16 16 - 16 EACH END EACH END L FRAMING _ BUILDING'S MAIN WIND FORCE RESISTING SYSTEM. ADDITI NA G AND'HOLD DOWNS ARE REQUIRED ONLY A NOTED ON THE PLAN OR G O Q S O LA O I IDENTIFIED A W1 W2 4 WB ON THE PLAN. WALL SEGMENT S T S S , S , SW3, SW ,ORS IN CONCRETE „ SHOWN, ALTERNATE SECTION (HEADERS),ST-5 IN CONCRETE 4.0 FT PROVIDE RECOMMENDATIONS. SYNTHETIC FIBERS HALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL ROV DE -WOOD 2x6 NO.2 SPF '' 16 16 16 16 16 16 16 16 16 16 GROUP 2x4 SPF STUD 16� `- 12 -- -- -- 12 -- -- -- -- 2x4 NO.2 SPF 16 12 - -- -- 16 16* 12 -- -- ZW 2 D LEVEL SW'_ SHEAR WALL -END STUDS F W WALL T BE ANCHORED PER ONE F THE FOLLOWING: 5 N V S S S O S O O O G 38 16d SINKERS INTO ` ( ) 11 10dx1 IN Y 1 11 10dx1 IN / STHD14 STUDS STAD14 STUDS LL 0 (2)2x4 NO.2 SPF 96;,` 16 16 12 12 16 16 16 16 16 0 � 2x6 SPF STUD 16 16 16 16 16 16 16 16 16 16 2x6 NO.2 SPF 16 r 5 8d x 1 IN ;': 16 "` ,� �.. 7 '16 " 16 16 USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL Q ALTERNATIVES AND MAY BE CONSIDERED' INTERCHANGEABLE SIMPSON SIMPSON FASTENERS USP USP FASTENERS SIMPSON SIMPSON FASTENERS USP USP FASTENERS f - (8) %" x 1 Y2" SDS SCREWS 1 Od x 1 Y" (8) %" x 1%" WS15-GC 1 Y" 10d NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE LO 3" 1,2,3 IN STUD' " 0 x 4 � " 1,2 WOOD SCREWS IN STUD 0.148" (9) 10d COMMON 16d SINKER (9) 10d COMMON DTT2Z .EMBED EPDXY OR DTB-TZ %" fd x 412" EMBED EPDXY CS18' EACH END OF CS20 EACH END OF GREATER THAN 111" SCREW ANCHOR SPECIFIED FOR THIS PROJECT AREAS LISTED IN TABLE 4. OR SCREW ANCHOR 3. FASTEN ALL MULTI PLY HEADERS TOGETHER WITH 2 R C) STRAP ❑ STRAP p /� �+ CONCRETE AND FOU N TION NOTES (18)0.162"x2Y"1N 4. FASTEN ALL HEADERS TO KING STUDS WITH= 3 8d TOE O (18)0.162"x2Y"IN w Z 1,2.3 HTT4 STUD/BEAM/TRUSS 1,2,3 HTT45 STUD/BEAM/TRUSS MTS12 (7) 1 O x 1 Y2" MTW12 (7) 1 O x 1 Y" 6. UNO ON PLAN, MIN (1) SDWC15600 TOP PLTiTO KING ST �$ O x 6" EMBED O s O x 6" EMBED ANCHOR 2. EACH END EACH END NNECTION REQUIRED FOR OPENINGS AT FIRST IN CONCRETE IN CONCRETE ALL REINFORCING STEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS;_ OVE. Q z (26) 0.162" x 2 Y2" IN 4. (26) 0:162" x 2)/2" IN 7: TOP PLATE TO HEADER CO N PER ONE OF THE D NNECTIO O LLOWING (NO CONNECTION REQUIRED FOR U 1,2,3 HTTS STUD/BEAM/TRUSS 1 2,3 HTT45 STUD/BEAM/TRUSS MSTA24 (9) 10d COMMON MSTA24 (9) 10d COMMON FIBERMESH IS AN ACCEPTABLE ALTERNATJVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE 1/2 INCH TO 2 INCHES IN LENGTH. s „ fd x 6" EMBED ANCHOR SYSTEM IS ABOVE. s „ / fd x 6" EMBED ANCHOR - � EACH END EACH END L FRAMING _ BUILDING'S MAIN WIND FORCE RESISTING SYSTEM. ADDITI NA G AND'HOLD DOWNS ARE REQUIRED ONLY A NOTED ON THE PLAN OR G O Q S O LA O I IDENTIFIED A W1 W2 4 WB ON THE PLAN. WALL SEGMENT S T S S , S , SW3, SW ,ORS IN CONCRETE „ SHOWN, ALTERNATE SECTION (HEADERS),ST-5 IN CONCRETE 4.0 FT PROVIDE RECOMMENDATIONS. SYNTHETIC FIBERS HALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL ROV DE -WOOD (20) Y4" x 3" SDS SCREWS ,L (24) 3" WS IN STUD .1ST FLOOR TYP END ZONE { ) DESIGNATION CERTIFICATION OF COMPLIANCE WHEN R UESTED BY THE BUILDING OFFICIAL. 2. L W SHEAR WALL SHEATHING TO BE FASTENED FRAMING PER TABLE 2 STRUCTURAL PAN AL S S G S TO RAM UC EL SHEATHING REQUIREMENTS. Q SHEAR WALLS INDICATED ON PLAN WITH WIND WAND DOOR WITHIN HEARWALL R 3 SW O S REQUIRE STUD GROUP AND HOLD DOWNS ONLY AT DSP w/ 14 10dx1- 1 R { ) Y 6000 @ - FASTEN TRUSS DIRECTLY TO HEADER w/ -MTS OR H HDQ8-SDS3 IN STUD GROUP PHD8 GROUP MSTA36 13 10d COMMON MSTA36 13 10d COMMON - $" 0 x 12" EMBED ANCHOR 7. a" O x 12" EMBED ANCHOR D F DESIGNATED WA R PORTION T S NOTED ONSTRUCTURALN. EXTREME EN O G ED LL O ORT ON HEREOF A PLA EACH END EACH END ; IN CONCRETE 1 LL BE FRE MATERIAL AND COHESIVE SOILS. ACCORDANCE WITH FRC 5TH EDITION(201TABLER401.4.1,ANDSHA FREE IN CONCRETE _ s TABLE 9. PLANK ORIENTED H DER REQUIREMENTS O J 38 16d SINKERS INTO ( ) 2 D LEVEL SW'_ SHEAR WALL -END STUDS F W WALL T BE ANCHORED PER ONE F THE FOLLOWING: 5 N V S S S O S O O O G 38 16d SINKERS INTO ` ( ) 11 10dx1 IN Y 1 11 10dx1 IN / STHD14 STUDS STAD14 STUDS HTS20 TRUSS/RAFTER HTW20 TRUSS/RAFTER WET EMBED IN WET EMBED IN (11) 1 O x 1y" IN (11) 10d x %" IN CONCRETE CONCRETE STUD STUD 1 " 10 10d x 1 / NAILS IN 1 COMMON NAILS' (0) 16d CO r 5 8d x 1 IN 1 5 8d x1 IN LTT20B2 STUD LTS192 IN STUD H2.5T/ TRUSS RT7/ TRUSS Y2" 0 x6" EMBED EPDXY Y2" 0 x6" EMBED EPDXY HA8 (5) 8d x 1�" IN TOP RT7AT (5) 8d x 1 Y" IN TOP OR SCREW ANCHOR OR SCREW ANCHOR PLATE PLATE 5 10d x1 IN Y O z 1 „ 5 10d x1 IN O 12 1 M ( ) 6d COMMON NAILS 1 COMMON NAILS (12) 16d CO TRUSS TRUSS ABU44 5/ f0 x 7 EMBED EPDXY PAU44 % 0 x 7 EMBED EPDXY H8 5 10d x 1 Y" IN RTBA 5 10d x 1 Y" IN TOP PLATE TOP PLATE (12) 16d COMMON NAILS (12) 16d COMMON NAILS (9)10d x1 Y2" IN (8) 8d x1 Y2" IN ABU66 s " OJ x 7 EMBED EPDXY 1 PAU66 " " EMBED EPDXY / QJ x 7 %" TSP STUD LFTA6- STUD (12" EMBED AT GARAGE (12" EMBED AT GARAGE (6) 10d x 1 Y" IN (8) 8d x 1 Y" IN DOOR RETURNS) DOOR RETURNS) PLATE PLATE HU48, (14) 16d COMMON IN HD48, (14) 16d COMMON IN (6) 10d COMMON 6 10d x 1 Y2" IN ( ) HUC48, HEADER. HD481F, HEADER DSP IN TOP PLATE RSPT6-2 TOP PLATE HD28-2, 6 10d COMMON IN BEAM O HD28-2, 6 10d COMMON IN BEAM O (8) 10d COMMON (8) 1 O x 1 1„ HUC28-2 HD28-21F IN STUD/HEADER STUD/HEADER HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN 26 16d SINKER IN (2 6) 28 16d SINKER IN ( ) HUC410, HEADER HD4101F, HEADER LGT3 WALL FRAMING F G LUGT3 WALL FRAMING HU210-2, 10 10d COMMON IN HD210-2, 10 10d COMMON IN 12 SDS 1 " x 2 2" 12 WS251 "x 21" HUC210-2 BEAM HD210-21F BEAM IN TRUSS IN TRUSS (4) %" x 1 %" SDS SCREWS (4) Y"x 1%" WS15 SCREWS HGA10KT IN TRUSS/RAFTER HGA10 IN TRUSS/ RAFTER SDWC14500, SDWC15600 NO USP EQUIVALENT 1 " " (4) /4 x 3 SDS SCREWS IN (4))/4" x 3 WS3 SCREWS IN- TOP PLATE TOP PLATE O TITEN HD DIA. & EMBED SPECIFIED WEDGE DIA, & EMBED SPECIFIED ON PLAN BOLT+ ON PLAN ......... ......... STRUCTURAL SPECIFICATIONS ST -2 ..................... FOUNDATION PLAN ST -3 ........: .........1ST LEVEL STRUCTURAL FRAMING PLAN ST-3A....................1ST LEVEL ROOF FRAMING PLAN ST -4...................... 2ND LEVEL STRUCTURAL FRAMING PLAN (IF APPLICABLE) ST-4A....................2ND LEVEL ROOF FRAMING PLAN (IF APPLICABLE) ST-5.......................TYPICAL WALL SECTION SHEET ST -6 ...................... SECTIONS AND DETAILS ST -7 ...................... SECTIONS AND DETAILS (IF APPLICABLE) LEGEND OR "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL ALTERNATIVE FOR THE APPLICATION SHOWN UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL EOR ENGINEER OF RECORD EW EACH WAY OSB ORIENTED STRAND BOARD WSP WOOD STRUCTURAL PANEL SYP SOUTHERN YELLOW PINE SPF SPRUCE -PINE -FUR CONT CONTINUOUS O.C. ON CENTER LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4" WIDE, UNO. (31/2 WIDE LSL BEAMS ARE EQUIVALENT TO 2 -PLY 1 3/4" BEAM) LVL 2.OE MICROLLAM LVL ENGINEERED LUMBER, 1 3/4" WIDE PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 1/2" WIDE, UNO. SYS 42 PROPERLY RATED OPEN WEB HEADER o N INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONSCP OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS d 0 rn INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIF TANCHORS REQUIRED. MINIMUM Q� BOTTOM PLATE ANCHORAGE IS Y2" ANCHOR @ 8'-0 O.C. (UNO ON FRAMING PLAN OR SW N N SPECIFICATIONS) M STRUCTURAL WOOD BEAM U_ w J FOUNDATION KEYNOTE CALLOUT Z A O Y U Q STUD COLUMN KEYNOTE CALLOUT � --NUMBER OF SDWC15600 CONNECTING TOP PLA 0o TE TO STUDS. � w NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS W TO MAT A FRAMING CH WALL RAMI G SIZE AND GRADE, UNO. � ry ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN O U Y BOTTOM OF STUD COLUMN CONNECTION ACZA 2 2 STUDS CO w 8d COMMON • 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL z 2 ANCHOR f - W TO MAT A FRAMING CH WALL RAMI G SIZE AND GRADE, UNO. � ry ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN O U Y NOTES: rd 1. EPDXY ANCHOR EMBED FOR HOLD-DOWN CONNECTORS ANCHORED IN CMU TO BE 12 INCHES. OPTIONAL SIMPSON,/2 x12 TITEN HD OR USP WEDGE HEADER STRAPPING KEYNOTE CALLOUT BOLT+ IS AN ACCEPTABLE ALTERNATIVE ANCHOR INTO TOP OF MASONRY STEMWALL IN ALL CASES EXCEPT GARAGE RETURN HOLDDOWNS. NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD v 2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS:. u> 3. PRODUCTS SELECTED USING SIMPSON 2015-2016 CATALOG AND USP PRODUCT CATALOG 57TH EDITION. PRODUCTS MAY BE SUBSTITUTED WITH TYPE OF STRAP CONNECTING HEADER TO JACK STUD O EQUAL OR BETTER APPROVED ALTERNATES. REFER TO RESPECTIVE CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 1 MSTA24 z 4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. 1 DTT2Z to KINGMACK GROUP BOTTOM CONN-ECTION W 5. POSITIVE PLACEMENT GUN NAILS, 2 %" LONG, WITEQUIVAL-ENT DIAMETER TO'COMMON NAILS SPECIFIED ABOVE MAY BE USED, FOR ABU POST • IST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE ASE OF STUD GROUP w BASE ANCHORS, CS18, AND MSTA FLAT STRAPS. .2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD <n GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. m TABLE 8: SPECIFIED SW WALLS NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP w NOTES:- NOTES 1, 2, 3, 4 UM REQUIRED ACCORDING TO STUD HEIGHT AND TYPE UNLESS NOTED OTHERWISE N HEADER FRAMING KEYNfTE CALOUT (� 1. STUD SPACINGS ABOVE ARE THE �l O S O PLAN. 2 2x10 - 1 / 2 w C) NUMBER OF KING STUDS EACH S`)DF,OPENING Q IF STUD SPACING IS NOT LISTED STUD SIZE AND GRADE IS NOT APPLICABLE AT THAT WALL HEIGHT. 2. 0 . � END STUD GROUPS ITH ASTERISK REQUIRES ALL NON CO o: DESIGNATE W ASTE IS Q S NON -CORNER STUDS IN WALL END ZONES TO BE 3. O STUD SPACING IN TABLE [ NUMBER OF JACK STUDS EACH S E OF OPENING ENING O - NOTE #5 SEE END ZONE KEYMAP LOCATOR B L ' N STUDS PER FRAMING OR E OW TABLE 1 FOR 4 END ZONE LOCATIONS. DOUBLED, FASTE S SW TYPE NUMBER OF STUDS 4. ALL NON-BEARING WALLS MAY BE FRAMER W/ 2x_ STUDS AT MAX 24 O.C. F HEADER ALL HEADERS TO BE U_ SIZE O ( 1�.2 SYP) OR WSP SW1 SW2 SW3 2 z SIZE LEGEND TAB E 5 TABLE 4. NAL L .FASTENERS IN _ s SW4 3 NUMBER OF PLIES IN HEADER O NOTES 1 2 3 4 1,. KINGMACK STUDS MAY BE INCLUDED FOR STUD GROUP ~ PRESSURE TREATED LUMBER � REQUIREMENT. ENGINEERED LUMBER HEADER FRAMING KEYNOTE CALLOUT O i .> .I a BOTTOM OF STUD COLUMN CONNECTION ACZA STANDARD CARBON STEEL • 1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN a LENGTH 8d COMMON • 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL z 2" 8d RINGSHANK O COLUMN TO IST LEVEL STUDS/HEADER/BEAM. 2 3 1 Od x 1 Y" "ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN 1 Y" 10d NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE LO 3" NOTES: rd 1. EPDXY ANCHOR EMBED FOR HOLD-DOWN CONNECTORS ANCHORED IN CMU TO BE 12 INCHES. OPTIONAL SIMPSON,/2 x12 TITEN HD OR USP WEDGE HEADER STRAPPING KEYNOTE CALLOUT BOLT+ IS AN ACCEPTABLE ALTERNATIVE ANCHOR INTO TOP OF MASONRY STEMWALL IN ALL CASES EXCEPT GARAGE RETURN HOLDDOWNS. NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD v 2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS:. u> 3. PRODUCTS SELECTED USING SIMPSON 2015-2016 CATALOG AND USP PRODUCT CATALOG 57TH EDITION. PRODUCTS MAY BE SUBSTITUTED WITH TYPE OF STRAP CONNECTING HEADER TO JACK STUD O EQUAL OR BETTER APPROVED ALTERNATES. REFER TO RESPECTIVE CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 1 MSTA24 z 4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. 1 DTT2Z to KINGMACK GROUP BOTTOM CONN-ECTION W 5. POSITIVE PLACEMENT GUN NAILS, 2 %" LONG, WITEQUIVAL-ENT DIAMETER TO'COMMON NAILS SPECIFIED ABOVE MAY BE USED, FOR ABU POST • IST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE ASE OF STUD GROUP w BASE ANCHORS, CS18, AND MSTA FLAT STRAPS. .2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD <n GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. m TABLE 8: SPECIFIED SW WALLS NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP w NOTES:- NOTES 1, 2, 3, 4 UM REQUIRED ACCORDING TO STUD HEIGHT AND TYPE UNLESS NOTED OTHERWISE N HEADER FRAMING KEYNfTE CALOUT (� 1. STUD SPACINGS ABOVE ARE THE �l O S O PLAN. 2 2x10 - 1 / 2 w C) NUMBER OF KING STUDS EACH S`)DF,OPENING Q IF STUD SPACING IS NOT LISTED STUD SIZE AND GRADE IS NOT APPLICABLE AT THAT WALL HEIGHT. 2. 0 . � END STUD GROUPS ITH ASTERISK REQUIRES ALL NON CO o: DESIGNATE W ASTE IS Q S NON -CORNER STUDS IN WALL END ZONES TO BE 3. O STUD SPACING IN TABLE [ NUMBER OF JACK STUDS EACH S E OF OPENING ENING O - NOTE #5 SEE END ZONE KEYMAP LOCATOR B L ' N STUDS PER FRAMING OR E OW TABLE 1 FOR 4 END ZONE LOCATIONS. DOUBLED, FASTE S SW TYPE NUMBER OF STUDS 4. ALL NON-BEARING WALLS MAY BE FRAMER W/ 2x_ STUDS AT MAX 24 O.C. F HEADER ALL HEADERS TO BE U_ SIZE O ( 1�.2 SYP) OR WSP SW1 SW2 SW3 2 z SIZE LEGEND TAB E 5 TABLE 4. NAL L .FASTENERS IN _ s SW4 3 NUMBER OF PLIES IN HEADER O NOTES 1 2 3 4 1,. KINGMACK STUDS MAY BE INCLUDED FOR STUD GROUP ~ PRESSURE TREATED LUMBER � REQUIREMENT. ENGINEERED LUMBER HEADER FRAMING KEYNOTE CALLOUT O i .> .I a NOTES: PRESERVATIVE FASTENER TYPE ACZA STANDARD CARBON STEEL DIAMETER LENGTH 8d COMMON 0.131" 2" 8d RINGSHANK 0.113" 2 3 1 Od x 1 Y" 0.148" 1 Y" 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3.4" 16d SINKER 0.148" 3Y4" 16d COMMON 2 0.16„ 3, .z „ NOTES: PRESERVATIVE FASTENER TYPE ACZA STANDARD CARBON STEEL SODIUM BORATE (NOTE 1) STAINLESS CONNECTORS AND SW2 FASTENERS REQUIRED. (2) MSTA36/CS18 CONNECTORS MUST HAVE ALL OTHER PT Z -MAX, G120 OR TRIPLE ZINC ( INCLUDING ACQ & MCQ) COATED FINISH. (4) MSTA36/CS18 ALL FASTENERS MUST BE HOT (3) 2x4 DIPPED GALVANIZED. )91 /2" LSL-1/2 NUMBER OF KING STUDS EACH SI OF OPENING J END STUD ADJACENT TO HOLD D SUBSTITUTED W/ NUMBER OF JACK STUDS EACH SIDE OF OPENING d L OWN MAY BE SUBS UT p MIN 36 BLOCK W/ 20 1 T ( ) Od O END STUD HEADER MATERIAL ALL HEADERS TO BE DESIGNATED AS LSL LVL PSL OR SYS42 � SW1IN,_ > DEPTH OF HEADER U_ NUMBER OF PLIES IN HEADER 1 3/ "WIDE UNO END STUDS CONNECTION N (OYES 5, 6,7 ) U 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES W/ SODIUM BORATE TREATMENTS BEARING ON SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY ER SIZES APPLY TO ASTENERS MI AL DIAMET F SWTYPE 1ST LEVEL HOLD DOWN 2ND LEVEL STRAPPING SW1 DTT2Z MSTA36/CS18 SW2 HTT4 (2) MSTA36/CS18 SW3 HTT5 (3) MSTA36/GS18 SW4 HDQ8 (4) MSTA36/CS18 HEADER FRAMING r _ z 1. ALL HEADER JACK AND KING STUDS SHALL BE FASTEN ;, TO EACH OTHER WITH (2) ROWS 10d @ 8 O.C. 0 STAGGERED. O 2. WSP HEADERS ARE WOOD STRUCTURAL PANEL HEAD S AND HAVE THE FOLLOWING REQUIREMENTS: O • SHEATHING TO MATCH SPECIFICATION FOR EXTERI WALLS, SEE TABLE 2. z z • ATTACH TO ALL FRAMING MEMBERS (KING STUD, TO PLATE, HEADER SILL, CRIPPLES, ETC.) W/ 8d U w COMMON @ 3 O.C. 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS. • 2ND LEVEL END STUDS TO MATCHING 1ST LEVEL STUD GROUP BELOW W/ STRAPPING AS NOTED. 1ST LEVEL STUD GROUP TO SLAB WITHHOLD LAPPED 6" AND SEALED OVER CLEAN COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF DOWN. SUBTERRANEAN TERMITES. 6. DESIGNATED SW SHEARWALLS WITH A COMMON CORNER REQUIRE (1) HOLDDOWN, WHICH IS TO BE LARGEST OF THE TWO HOLDOWNS SPECIFIED, UNO. ` N 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF 7: SEE WALL SECTION SHEET FOR RECOMMENDED BOTTOM PLATEANCHORPI _ OPTIONS. SEE TABLE 7 FOR HOLD-DOWN ANCHOR REQUIREMENTS.. RECORD IF THIS CONDITION EXISTS., 1 TO CONTROL CRACKING CUT 1 SAWCUTS IN THE SLAB INA 15'x15 GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT EOR oFRAMING N -OYES. BE CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR F MESH ARE INCLUDED WITH CONCRETE WORK. I R ' FOR ALTERNATIVE METHODS. CON MET 1. IMP ACRYLIC -TIE USED IN ALL DRILLED AND EPDXIED ANCHOR 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT. DETERMINE FOOTING LOCATION FROM SIMPSON C E ADHESIVE OR EQUAL SHALL BE C OR APPLICATIONS. ARCHITECTURAL PLANS OR FRAMING PLANT IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ANCHOR BOLT THREADED ROD OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN ALONE, CONTACT THE ENGINEER OF RECORD. A HOLE AS SPECIFIED BY MANF (TYPICALLY is" TO 1" GREATER THAN SPECIFIED ANCHOR DIAMETER). ADHESIVE/EPDXY PRE ED TRU ES & I ENGINEER JOISTS MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S SPECIFICATIONS MUST BE . - FOLLOWED FOR PROPER INSTALLATION. PLANES DEPICT E ARCHITECTURAL P NSSHALL BE DESIGNED UNDER THE 1. ROOF OR FLOOR TRUSSES FABRICATED TQICHIEVE THE ROOF LA ED ON TH C LA 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY,UNO. ALL WATERPROOFING AND FIRE. SAFETY CONTINUOUS ROUGH OPENING WIDTH F1667. NO N EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN BEFORE APPLICATION OF PROTECTIVE COATING. FLEXIBLE FINISH -U180 EITHER TOP OR BOTTOM PLY OF DBL TOP PLATE MU SPAN CONTINUOUS OVER OPENING; SHEATHING MAXIMUM 11' 3. TO BE NON -CORROSIVE TO CARBON STEEL .FASTENERS. E IS REQUIRED TO PREVENT SPLITTING OF WHEN A BORED HOLE Q BOTTOM PLATE ANCHOR SPACING (NOTE 7) MUST BE EDGE NAILED TO CONTINUOUS PLY OF P (2 x4 a Q 0 z GREATER THAN 75" UP TO 111" A WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE (3) 2x4 N0.2 SPF HEADER SILL INSTALLED ABOVE OPENING / (1) CRIPPLE STUD AT EACH END SEE FL` R PLAN SEE FLOOR PLAN cn SHALL NOT EXCEED 75% OF THE NAIL OR SPACE DIAMETER. 11 P1 SW TYPE MAX ANCHOR SPACING All SHPENING MUST WALL EATHING ABOVE OCONTI OUS (OR PROPERLY SPLICED PER TYPICAL WALL GREATER THAN 75" UP TO 111" (2 6* 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS SECTION SHEET) FROM TOP OF PLATE TOHEADER' LOW OR SILL PLATE ABOVE OPENING >- GREATER THAN 111" /- SPECIFIED FOR THIS PROJECT AREAS LISTED IN TABLE 4. Swi 48 O.C. 3. FASTEN ALL MULTI PLY HEADERS TOGETHER WITH 2 R C) WS 10d 8 O.C. STAGGERED @ ALONG EACH EDGE. ❑ p /� �+ CONCRETE AND FOU N TION NOTES „ SW2, SW3, SW4 24 O.C. 4. FASTEN ALL HEADERS TO KING STUDS WITH= 3 8d TOE O ILS. w Z 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF R RD. � CONCRETE COMPRESSIVE STRENGTH FORS OOTINGS= 2,500 PSI AT 28 DAYS (UNO). 6. UNO ON PLAN, MIN (1) SDWC15600 TOP PLTiTO KING ST AND 1 SDWC15450 KING STUD TO BOTTOM PLATE ( )Lu O 2. CONCRETE COMPRESSIVE STRENGTH FORtSLAB = 2,500 PSI AT 28 DAYS (UNO). CONNECTION REQUIRED EACH SIDE OF OPENING (NO NNECTION REQUIRED FOR OPENINGS AT FIRST 3. ALL REINFORCING STEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS;_ OVE. Q z 4. „ RECOMMENDED TO BE ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24 LAP. 24 LONG #4 BAR IS 7: TOP PLATE TO HEADER CO N PER ONE OF THE D NNECTIO O LLOWING (NO CONNECTION REQUIRED FOR U INSTALLED AT ALL REENTRANT CORNERS. NOTES:P I „ O EN NGS 39 OR LESS, AT WSP HEADERS, OR AT FIRSTLOOR HEADERS WHEN A 2ND LEVEL FLOOR O 5. FIBERMESH IS AN ACCEPTABLE ALTERNATJVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE 1/2 INCH TO 2 INCHES IN LENGTH. PLYWOOD. ALL TYPICAL EXTERIOR W 1`. THE EXTERIOR WALLS ARE FULLY SHEATHED WITH OSB OR PLWALLS ARE SHEAR WALLS AND ARE PART OF THE SYSTEM IS ABOVE. - � DOSAGE AMOUNTS SHALL RANGE FROM 75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURERS L FRAMING _ BUILDING'S MAIN WIND FORCE RESISTING SYSTEM. ADDITI NA G AND'HOLD DOWNS ARE REQUIRED ONLY A NOTED ON THE PLAN OR G O Q S O LA O I IDENTIFIED A W1 W2 4 WB ON THE PLAN. WALL SEGMENT S T S S , S , SW3, SW ,ORS „ TOP PLATE TO HDR W/ SDWC15600 @MAX 32 O.C. Ai � � •SPH wl (12) 10d x 1 � @ 16 O.C. OR „ SHOWN, ALTERNATE SECTION (HEADERS),ST-5 �- U 4.0 FT PROVIDE RECOMMENDATIONS. SYNTHETIC FIBERS HALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL ROV DE -WOOD ,L .1ST FLOOR TYP END ZONE { ) DESIGNATION CERTIFICATION OF COMPLIANCE WHEN R UESTED BY THE BUILDING OFFICIAL. 2. L W SHEAR WALL SHEATHING TO BE FASTENED FRAMING PER TABLE 2 STRUCTURAL PAN AL S S G S TO RAM UC EL SHEATHING REQUIREMENTS. Q SHEAR WALLS INDICATED ON PLAN WITH WIND WAND DOOR WITHIN HEARWALL R 3 SW O S REQUIRE STUD GROUP AND HOLD DOWNS ONLY AT DSP w/ 14 10dx1- 1 R { ) Y 6000 @ - FASTEN TRUSS DIRECTLY TO HEADER w/ -MTS OR H _ „ w/ (14) 10d x 1 1/2 (OR EQUAL APPROVED. BY EOR). Q U 6. MASONRY STEMWALL AND MONOLITHIC FOTING ARE INTERCHANGEABLE. , - 7. RTH FILL SUPPORTING SLA ON GRADE IS ASSUMED TO HAVE A MINIMUM. BEARING CAPACITY OF 2 000 sf IN EARTH AND EA p D F DESIGNATED WA R PORTION T S NOTED ONSTRUCTURALN. EXTREME EN O G ED LL O ORT ON HEREOF A PLA > C3 -11 1 LL BE FRE MATERIAL AND COHESIVE SOILS. ACCORDANCE WITH FRC 5TH EDITION(201TABLER401.4.1,ANDSHA FREE „ „ DETAIL 4. SWB -SEE SWB-SPECIAL SHEAR WALL DETAIL LOCATED ON THE E AIL SHEET. • _ s TABLE 9. PLANK ORIENTED H DER REQUIREMENTS O J COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT 1S THE OWNER'S OR CONTRACTOR'S 2 D LEVEL SW'_ SHEAR WALL -END STUDS F W WALL T BE ANCHORED PER ONE F THE FOLLOWING: 5 N V S S S O S O O O G O RESPONSIBILITY TO CONFIRM THESE ASSU PTIONS HOLD DOWN WITH FULL -HEIGHT -1"-1 DIA. ROD TO SLAB. END STUDS TO BE CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB. NOTE`6 APPLICABLE TO ALL ( ) z 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS. • 2ND LEVEL END STUDS TO MATCHING 1ST LEVEL STUD GROUP BELOW W/ STRAPPING AS NOTED. 1ST LEVEL STUD GROUP TO SLAB WITHHOLD LAPPED 6" AND SEALED OVER CLEAN COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF DOWN. SUBTERRANEAN TERMITES. 6. DESIGNATED SW SHEARWALLS WITH A COMMON CORNER REQUIRE (1) HOLDDOWN, WHICH IS TO BE LARGEST OF THE TWO HOLDOWNS SPECIFIED, UNO. ` N 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF 7: SEE WALL SECTION SHEET FOR RECOMMENDED BOTTOM PLATEANCHORPI _ OPTIONS. SEE TABLE 7 FOR HOLD-DOWN ANCHOR REQUIREMENTS.. RECORD IF THIS CONDITION EXISTS., 1 TO CONTROL CRACKING CUT 1 SAWCUTS IN THE SLAB INA 15'x15 GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT EOR oFRAMING N -OYES. BE CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR F MESH ARE INCLUDED WITH CONCRETE WORK. I R ' FOR ALTERNATIVE METHODS. CON MET 1. IMP ACRYLIC -TIE USED IN ALL DRILLED AND EPDXIED ANCHOR 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT. DETERMINE FOOTING LOCATION FROM SIMPSON C E ADHESIVE OR EQUAL SHALL BE C OR APPLICATIONS. ARCHITECTURAL PLANS OR FRAMING PLANT IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ANCHOR BOLT THREADED ROD OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN ALONE, CONTACT THE ENGINEER OF RECORD. A HOLE AS SPECIFIED BY MANF (TYPICALLY is" TO 1" GREATER THAN SPECIFIED ANCHOR DIAMETER). ADHESIVE/EPDXY PRE ED TRU ES & I ENGINEER JOISTS MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S SPECIFICATIONS MUST BE . - FOLLOWED FOR PROPER INSTALLATION. PLANES DEPICT E ARCHITECTURAL P NSSHALL BE DESIGNED UNDER THE 1. ROOF OR FLOOR TRUSSES FABRICATED TQICHIEVE THE ROOF LA ED ON TH C LA 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY,UNO. ALL WATERPROOFING AND FIRE. SAFETY CONTINUOUS ROUGH OPENING WIDTH STUCCO . NISH-0360 FLEXIBLE FINISH -U180 NOTES 1,2) ( ) MAXI) UM 11' ' MAXIMUM 11' PLAT EIGHT " PLATE HEIGHT GREATER THAN 48" UP TO 75" (NOTE 3) (2 x4 2 2x4 0 z GREATER THAN 75" UP TO 111" (2 (3) 2x4 2 GREATER THAN 111" SEE FL` R PLAN SEE FLOOR PLAN cn GREATER THAN 48„ UP TO 75" (NOTE 3 3 2x4 (. (2) 2x4 0 GREATER THAN 75" UP TO 111" (2 6* (2) 2x6* GREATER THAN 111" SEE FL R PLAN `SEE FLOOR PLAN FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANC WITH N SUPERVISION OF A REGISTERED .. SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR A D ARE TO BE DESIGNED AND DETAILED. BY OTHER. 1, FOR OPENING WIDTHS GREATER THAN OR EQUAL TO 48 FASTEN PLANK HDR TO STUD GROUP WITH MIN 6 10d - EMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET 3: ALL METAL CONNECTORS SPECIFIED N PLAN IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTEDIN ( ) ANSI/TPI 2002 AND SU O ARE Q TOE -NAILS AT EACH END M ORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER FLORIDA BUILDING CODE .1. C � ' ST -1 OF THE PLAN SET. TE TABLE 2 P E 304.9 ST CTURAL EN INEERING CONSTRUCTION IS COMPLETE. 4, BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. 2. WINDOWS WITH INTERMEDIATE JACK STUDS MAY BE TR TED AS SEPARATE OPENINGS. „ 11iIf'- PAN LOCATION AND NAMING _ 3. FOR OPENING WIDTHS LESS THAN 48 , A;SIhGLE 2x P E IS SUFFICIENT. FASTEN PLATE TO STUDS WITH 3 10 2. TRUSSES OR I -JOISTS SHALL BE DESIGNED T� MATCH THE ORIENTATION, S DIRECTION, SPACING, BEARING LOCAT O AM 5. FASTEN ALL MULTI PLY STUD COLUMNS AND CORNERS TOGETHER WITH 2 ROWS 1Od 8 O.C. STAGGERED. O ♦ t {) @ ,a � TOE -NAILS AT EACH END. B M O� CONVENTION OF THE LAYOUT SHOWN HERE UPPER LEVEL MULTI -PLY STUD GROUPS BELOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR �G' i 4. F - OR PLATE HEIGHTS ABOVE , G S O E F R E 11 SEE FLOOR PLAN FOR NK ORIENTED HEADER .� ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT UNDERSIGN AN SEAL , REQUIREMENT. 3. THE TRUSS ENGINEER SHALL PROVIDE L N SYSTEM TO FOUNDATION. NOT REQUIRED BELOW HEADER JACK/KING'STUD CROUPS � E N . '9 WITH THE TRUSS SHOP DRAWINGS. 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH (4)8d TOE NAILS OR (2)16d COMMON END NAILS. 5. OHEADERS DESIGNATED WITH AN ASTERISK REQUIRE N 2x6 WALL FRAMING. . �. r 6. 1N SITUATIONS WHERE PLATE HEIGHT ELEVATION VERS � TOP O OF OPENING ENIN G ELEVATI N O DOES NOT PROVIDE FRA IN F RECORD AND T I RATION DURING THE DESIGN OF THE UPLIFT M 4. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER O TAKEN INTO CONS DE 7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH 3 8d TOE NAILS. - • '0 714 7 DEPTH ETH ADEQUATE FOR PLA ORIENTED STRUCTURE. AS SUCH THE REPORTED UPLIFTS ON TRUSS SHOP DRAWINGS MAYBE DISREGARDED. - D STUD GROUP BELOW T NK O ED HEADER TOB INSTALLED, GRAVITY HEADER HAS BEEN SIZED TO RESIST: U - RESTRAINT SYSTEM FOR THIS ST 8. ALL MULTI PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLI G OU ELO MATCHING GIRDER OR BEAM * , , OF PLANE WIND LOADS. A O ANY SHIM MATERIAL BETWEEN- P O OF OPENING &BOTTOM OF HEADER E SHALL BE FASTENE TALL TRUSSES TO TOP PLATE AS SPECIFIED ON THE TYPICAL WALLS SECTION SHEET. THICKNES AND MAT HIN ONS AS NOTED ON STRUCTURAL PLAN UNO. 5. CONNECT S C G WALL STUD SPEGIFICATI TO BOTTOM OF HEADER WITH 2 ROWS 0.131 fiJ X 1 E BED INTO HEAD 6. I -JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THEO /z _ ER @ 8 O.C. STAGGERED. "ti . [E• ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA; THIS SHEET. ST F Imo , •. \'O.. � 1► ♦ �fONA�E` DEREIE,Hl11Y1LIM�iRAv, P. E. GLENN LAYTON HOMES P.E. NO. 71457 07-20-2017 v u c c V __° v y-- o o a E-aoa� 2 3 •U o ?off �E� �ti-am ya°o'�o a •C y �c°'D�ci p ,-F, o a � 6 �� O L O 6 oJf o aU oU U o03E'� O -0.2 0a ^ p. a�Q¢ 'oso _ sa �od _vp`nN>'E-t;N Hso ov �o Qiufl.Eo a he 6 o�sa o a o 1999 Wells Road Oran e Park, FL 32073 U) LLI Z 0 0 L.0 r 0 V J O Q �^ Z VJ W W 06 Building Dept: w Z J V W Z c O N W N 7 W Z / J N� `..✓ LL Q W r\r o _ Z � V- 04 O O ii V o` _ U - 2 r� m �t q 10 L0 VJ Q L N N sD - 2 c O z3 � U O cn W LO IN � Z � 1 Plan #: K1592 Job #: 17-1045 e: y m IN GENERAL FOUNDATION NOTES 66'-8" 4'-0" 1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 5TH 39 4 2 8 EDITION (2014) TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL 12'-0" 12'-8" AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR 13'-4" 26-0" CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT EOR. ADDITIONAL 1'-8" 8'-4" 17'4" FOUNDATION WORK MAY BE REQUIRED. 3. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. CONSULT ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. 4. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS. „ I ,- „ 0 5. 24" LONG # 4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT Q I 4 -10 3 -0 18 2 d CORNERS, SEE "RE-ENTRANT CORNER DETAIL" THIS SHEET. 6. 8x8 THICKENED EDGE ASSUMES FRONT OF GARAGE SLAB RETURNS TO — — — — — — — — — — — — — — — — EXISTING GRADE; REFER TO FOUNDATION SECTION #9 FOR CMU FOUNDATION STEMWALL FOOTING CONTINUOUS BELOW DOOR OPENING SHOULD SITE FILL a CONDITIONS NOT PROVIDE FOR SLAB AT GARAGE DOOR TO RETURN TO r — I ----------- ----------- --- I N APPROXIMATELY EXISTING GRADE L , I I I � I L --' i FOUNDATION KEYNOTES: I I 2 II I 7 I I I I I ( 8"x8" DEEP THICKENED EDGE Q ;W/(1)#4 CONT I► I I I o _, 12" DEEP FTG W/#4 @ 12" I NOTE 6 rn B ( N Q EW UNDER BOX COLUMN, POOL DECK I ( I I I in FTG TO BE PROJECTED MIN 6" LARGER THAN BOX BY OTHER I I I I I COLUMN ON ALL SIDES 0 (I II I I 1„ N I C 6 SQx12 DEEP FTG W/ � o Q (3}#4 EW 2 r -, N I II I OR I I I L 24"SQx20" DEEP FTG W/ rn = A(3)#4 EW I I O n N I 30"SQx20 DEEP FTG W/ N M L _ A(4)#4 EW LL L -- J I ( 36"SQx20" DEEP FTG W/ .----- -- --- �--- I F 4#4 EW z �I I �O o =TOGRADE FF — — — — — — — I I o _ I G 48"SQx24" DEEP FTG W/ A o °Q (5)#4 EW, T&B NOTE$ I v 5 0 U Y a z 0 L r r v LOr v Li u C C 0 E- o a �y O=aQ(D y a�=ovo o �y �gc y a)�o a o in o�oo. - aQ =�00 ��=s 0 o�3-va E ° a o off: `oU. U °� E'G O oma._ o Q.e m 0 a o o o o E � E 2 a O 6° N O a�2 �_� E= E QY �L ao�a-o o � a2 �S2 1999 Wells Road Orange Park, FL 32073 w L.IJ Lu F-- Z 0in w U° >0=01-i V J z w U) AAxx w W w rL41 Building Dept: w w J N w Q Z 0 o _ \ :05 (� /' wzJ Q� o w. Z U LL O0 I� 0 d. U) Q LO 3 o U w 0 N o � Plan #: K1592 Job #: 17-1045 FRAMING KEYNOTES (METAL CONNECTOR) NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON nFTAII RHFFT SVVl b. FRAMt ANL),J HEA1 H 5W I U FLUOR ULUK ABOVE. AFFAGH FLOOR DECK TO SW DBL TOP PLATE W/ 10d 3" O.C. F ST -6 G1 4. PORCH BEAM FRAMING NOTES Li A. BEAM POCKET PORCH BEAMS AT TOP PCT ELEV ( NOTCH TOP OF BEAM 3' FOR BEAM PKT CONNECTION AT WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLATE: WSP HDR -0/2 WSP HDR -0/2 .WSP HDR -0/2 B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV PORCH BEAM TO TOP PLT W/ MTS12 OR MSTA24. C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR PORCH BEAMS. BEAM TO POST DOWN STUDS W/ HTS20 OR, GARAGE DOOR DESIGN MSTA24. POST DOWN STUDS TO STUDS BELOW W/ HTS20 OR MSTA24. ROOF GIRDER (2) 9%4" LVL -2/2 WIND LOAD (PSF): O2 2x8-212 — _ _ _ _ _ _ _ _ _ _ _ _ _ +20.20/-25.30 --------------=------------ ------------------------------- ATTACH D. BEAM ATTACHED TO EXISTING FRAMING ATTACH PORCH BEAM TO EXISTING STUDS OR KINGMACK STUDS W/ SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. 1 MSTA24 O G2 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER TYPICAL 04 1 DTT2Z ST -6 WALL SECTION SHEET. —1 G2 0 6. HIGH UPLIFT CONNECTION: o r ST -6• TOP PLATE TO STUD W/ (1) SDWC15600 @ 16" O.C. OR (2) SDWC15600 a' ;. @ 24" O.C. • ALTERNATE "METAL FLAT STRAP 2ND LEVEL STUD TO 1ST LEVEL N (2) 2x6-112 L STUD" @ MAX 32" O.C. ci co I ' • 1ST LEVEL STUD TO BOTTOM PLATE W/ (1) SDWC15450 @ 16" O.C. OR ROOF GIRDER J _ (2) SDWC15450 @ 24" O.C. w • TOP PLATE TO HDR W/ SDWC15600@ MAX 16" O.C. SEE SINGLE -STORY HOLLOW NOTE 4 COLUMN FRA DETAIL, , > SHEET ST -6,(2i TOTAL. 7. PLANK -ORIENTED HEADER FRAMING O _ A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/ (2) A35 <n EACH SIDE OF OPENING, SEE PLANK HEADER FRAMING DETAIL, ON Y (2) 2x12 GARAGE DOOR D Q O DESIGN � DETAIL SHEET. .� 2 2x6-1/2 (2) 9 �/" LVL -212 WIND LOAD PSF : :,, O ( ) B. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP WITH N o +20.20!-25.30 HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING... v C. PLANK -ORIENTED HEADER NOT REQUIRED, THIS LOCATION ONLY. w STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT D OF PLANE WIND LOAD. m G2 Z) (2) 2x6-1/2 ST -6 O U NOTE 4 SEE SINGLE -STORY HOLLOW Y 3 2x12 I COLUMN FRAMING DETAIL, Q O SHEET ST -6, (4) TOTAL. Z O W 0 L J (2j 2xs -r � z 2 MSTA24 ( h 1 HTT4 ` ` _ `r 2 2x6-1/2 2 2x8 O O I r LO o NO E 7A I I z SEE TYPICAL PORCH SHEATHING DETAIL I I w z IIm a w w m k z (2) 14 ,4' LVL -212 (2) 24-112 (2) 2x81 c9 z LUa (3) 2x6 P PLANK Z ,, SEE TYPICAL PORCH ORIF o AB SGD SHEATHING DETAIL J (3) 2x12 2 MSTA24 w 1 HTT4 — — p H NO 7A z I) w 0 2x6-1 (2) 2x81 O 4 II a 2 2x6-1/2 III !III - 0 NOTE 4 O 3 STUDS O wo III II11 0 U_ (2) 2x6-1/2 III Ill! - HTT4 (2) 2x8 <t III III! `' __H z 2 2xs-1/2 2 2x6-1/2 III !III , O O NOTE 4 O III LII! o WSP HDR O/2 III !III O III ILII 21 U LU III !III X III Ili! w Q 11I !III `" III II (2) 2x8-1/2 1 MSTA24 I I 1 DTT2Z 111 (111 NOTE 1 m 0 III III! z cn III Illi ROOF GIRDER O — — -- — — = — — — — — — — — — — — — — — — w U01 w z VIII IlllO VIII I111� IV o 0111 IIIIOLL WSP HDR -0/2 VIII !III — w i !ill m ` Q FW - (2) 2x6-1/2 (2) 2x6-1/2 II(I I) LII I II Z 0 111 111 z 11I I I1 ROOF GIRDER I 2 2x8-2/2 U SWZ _ — O - w >N X w III !III � Q N 1111111 1 MSTA24 1 DTT2Z U) III III! III III! LL 111 !III n II III !III (2) 2x6-1/2 III !III NOTE 1 WSP HDR -0/2 WSP HDR -0/2 WSP HDR -0/ ,_E3 TUDS w STRU TURAL EN INEERING 0 TT4 SW1 �� mg mA4 �t!g i GEN F ••I�'�fi N 71 57 w ,, •. fir,♦ ATE OF 10 0 it` '♦ F O R 1 .,• c �' •••••• Ca�� FIRS' LEVEL STRUCTURAL PLAN 1/4 _ 11011 - ., S DER P.E. GLENN LAYTON HOMES P. E. N�i4 57 07-20-2017 - 2 STUDS w 0 U 2 2 STUDS � wo � - DTT2Z - 2 STUDS w 0 U - DTT2Z - 2 STUDS � `� - DTT2Z v � �(� scvc'-per �•u�c.3 � 1 y .08- u o _ . 2�o�o7z - O � ro��iz c c N Ln N ao c a N N N M J LL RAFTER SPAN SCHEDULE a) � N ao_p.> o o '�H. oO(D U O.C. LUMBER SIZE 0 o� o o c 4)a .�U0 UQ' O ot -N� SPACING LUMBER SIZE 2x10 ROOF FRAMING KEYNOTES 2x6 2x8 AO5 .. O r-' N NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 21'-8" 25'-6" t 1 1 1. PRE -MANUFACTURED SHEAR PANEL " 22'-1" 24 r 1 1 + Q O o • INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON FRAMING 20 L.L./15 D.L. #2 SYP 39-03-00 Oco i PLAN �. Al2 1Uj 1 Q, D � BUILDER IN ACCORDANCE WITH FRC R302.12. � • SHEAR PANEL TO SW DBL TOP PLT W 10d @ 3" O.C. + A02 N' r P03 • FLOOR DECK, O.C. CK TO SHEAR PANEL W/ 10d @ 3 ALL "SLEEPERS" TO BE PLANK -ORIENTED 2X8 NO.2 SYP MIN. O N NOTE: IF PRE -MANUFACTURED SHEAR PANELS ARE NOT PROVIDED BY MTS12 _+ io 1 TRUSS MANUFACT.JRER, SEE "ELEVATION OF BOX -FRAME OVER SW" 1 m cn a� _ N DETAIL, SEE DETAIL SHEET w z J O 6. ANGLE & LATERAL BRACES MAY BE OMITTED FROM GABLE u 2. TYPICAL BEARING BLOCK A02 i • BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO MATCH d' M N z U LL J1( N d - DIMENSION OF TRUSS MEMBER. OO O m �- O O O • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM - Os -� CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. NOTE 6 3. LEDGER FRAMING NOTES` O H 26 Al 1 • FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT APPLIED. Z O • EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT No EVERY SUPPORT WITH FASTENING SHOWN BELOW (MAX J04 12-08-00 H J04 24" O.C. SPACING) A03 0 m • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED O LOCATIONS ON PLAN J03 O J03 • SEE TABLE 3 ON SHEET ST -1/S1 FOR FASTENER PROTECTION O 4 AGAINST CORROSION -A O (2) HTS20 0R • IN ACCORDANCE W/ FRC 507.2.1, EXTERIOR DECK • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. w d' C:) LEDGERS SHALL BE SECURE TO WALL FRAMING WITH J02 2-0 64 J02 WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT HTS20 ST -6 O 00 FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. c c N Ln N ao c a N N N M J LL RAFTER SPAN SCHEDULE a) � N ao_p.> o o '�H. oO(D U O.C. LUMBER SIZE 0 o� o o c 4)a .�U0 UQ' O ot -N� SPACING LUMBER SIZE 2x10 12" 2x6 2x8 AO5 .. O r-' N w J 4. OVERFRAMING NOTES 21'-8" 25'-6" t 1 1 18'-9" 22'-1" 24 r 1 1 + Q 164" 18'-0" 20 L.L./15 D.L. #2 SYP Building Dept: Oco i 1 1 �. Al2 1Uj 1 Q, D � BUILDER IN ACCORDANCE WITH FRC R302.12. � + A02 N' r P03 7 Z J ALL "SLEEPERS" TO BE PLANK -ORIENTED 2X8 NO.2 SYP MIN. O 7 � � o MTS12 _+ io 1 1 m cn a� _ N • FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d Y ¢ w z J O 6. ANGLE & LATERAL BRACES MAY BE OMITTED FROM GABLE u O A02 i o z U LL o - Ii O O cy m �- HTS20 2-02-08 1 1 1 4-00-00 1 1 _ ch 1 p O NOTE 6 O H 26 Al 1 w0� APPLIED. Z O • EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT No o 12-08-00 H MTS12 Job #: 17-1045 A03 0 m 0 CONNECTOR. v A04 TS2o A0704 4 -A O (2) HTS20 0R • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. w d' 2-0 -OQ O MTS12 O O d c c N Ln N ao c a N N N M J LL AO )o, A09 -00 Jp 10 0 RAFTER SPAN SCHEDULE a) � N ao_p.> o o '�H. oO(D U O.C. LUMBER SIZE 0 o� o o c 4)a .�U0 UQ' O ot -N� SPACING LUMBER SIZE 2x10 12" 2x6 2x8 AO5 .. O r-' O O w J 4. OVERFRAMING NOTES 21'-8" 25'-6" 16" 12'-6" 15'-10" 18'-9" 22'-1" 24 10'-2" 12'-11" 164" 18'-0" 20 L.L./15 D.L. #2 SYP Building Dept: • ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. z �. Al2 w D � BUILDER IN ACCORDANCE WITH FRC R302.12. � r P03 7 Z J ALL "SLEEPERS" TO BE PLANK -ORIENTED 2X8 NO.2 SYP MIN. O 7 � � o Q L > a� _ N • FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d Y ¢ w z J O 6. ANGLE & LATERAL BRACES MAY BE OMITTED FROM GABLE u O U A06 i o z U LL o - Ii O O cy m �- �' ¢ LU 4-00-00 COMMONS MIN. O 16-07-11 C� 5-04-05 Al 1 w0� APPLIED. Z O • EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT No o H Plan #: K1592 Job #: 17-1045 CONNECTOR. v A0704 4 -A O (2) HTS20 0R • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. w d' 2-0 -OQ O MTS12 O d HTU26 (2) MSTA24 . FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO O i– RAFTER WHERE APPLICABLE U P CABLE W/ 1 5 Od COMMONS MIN. O HTU26 AO )o, A09 -00 Jp 10 0 O U Y a z r D U) LO v I r1%1 A11 3-00 RAFTER SPAN SCHEDULE a) � N ao_p.> o o '�H. oO(D U O.C. LUMBER SIZE 0 o� o o c 4)a .�U0 UQ' O ot -N� SPACING LUMBER SIZE 2x10 12" 2x6 2x8 2x10 2x12 12 14'-5" 18'-3" 21'-8" 25'-6" 16" 12'-6" 15'-10" 18'-9" 22'-1" 24 10'-2" 12'-11" 164" 18'-0" 20 L.L./15 D.L. #2 SYP Building Dept: O U Y a z r D U) LO v I r1%1 A11 3-00 ti LO LO r O z U) U) w z U) Z) m ry w w z i CEILING JOIST SPAN SCHEDULE a) � N ao_p.> o o '�H. oO(D U O.C. SPACING LUMBER SIZE 0 o� o o c 4)a .�U0 UQ' O ot -N� moz;4— CL Wi�3a 0 kd ;t -5.9 o 4) aomN C3 o vo2—Q --r- a .�;vH 2x4 2x6 2x8 2x10 12" 11'-10" 18'-8" 24'-7" 26-0" 16" 10'-9" 16-11" 21'-7" 25'-7" 24" 9'-3" 13'-11" 17'-7" 20'-11" Q 10 L.L./5 D.L. #2 SYP w Z ti LO LO r O z U) U) w z U) Z) m ry w w z i L0 O O HT m O O a 0. A14 z 0 0 o J12 r HTU26 O i O -)0-00- o A15 ch ¢ z HTU26 + + A03 NN a MTS12 > > > �O U J04 Z) D HTU2 U_ x x = A03 + W 08 HTU26 0 1 i , c MTS12 r LHGUS26-2 - - o 0 J 09 7-00-00 P 1 B4 A16 HTS20---/ zz C) O ST -6 cV J02 00 J02 W o o Q ao p J03 . J03 HTS20 (2) H S20 J04 J04 a O# o 0 o J0 (17) o 0 o L=i vp ST UCTURAL NGINEERING TRUSS ENGINEERING. OTES■■ ow" fit,f o ESS SPECIFICALLY N ED ON TRUSS FRAMING PLAN ALL X �E•,!!!!. ,.q •, o TRUSS TO TOP PLATE CO ECTIONS SHALL BE .•''� E s''-''. 16-08-00 47-03-00 � ACCORDING o�QL TO THE TYPICAL WALL SE TION —O SHEET. . I ,, No 7 4.5.7 N • ALL EXTERIOR WALLS AR HELD BACK 1/2" FOR SHEATHING S OF • 4U FIRST LEVEL ROOF FRAMING PLAN 1/ 1 010 o**-. 0 R � {_J•.• DERy, .• � P.E. GLENN LAYTON HOME�,I P.E.457 07-20-2017 V V C C � a a�0 0 0 y- o :� iu _ 3 iu .r. o !U o � .0 a) � N ao_p.> o o '�H. oO(D U h 1� . O U p a 2- c a" c a 6 0 ''E o a �Q.�o� � o U� 0 � o 0 E. -8 U0. Vai a0 E'U C3 c '_ 3 r. -;5 °' o 0 o� o o c 4)a .�U0 UQ' O ot -N� moz;4— CL Wi�3a 0 kd ;t -5.9 o 4) aomN C3 o vo2—Q --r- a .�;vH 1999 Wells Road Orange Park, FL 32073 V ,J w W w 0 M1, Q _ w w 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY ¢ >= OJ Q w Z w Q 0 w 06 1 1 Building Dept: �. Al2 w D � BUILDER IN ACCORDANCE WITH FRC R302.12. � P03 7 Z J 7 � � o Q L > a� w z J O 6. ANGLE & LATERAL BRACES MAY BE OMITTED FROM GABLE u O o z U LL o - Ii O O cy m �' BRACING DETAIL PENDING PORCH SHEATHING IS PROPERLY LO Q 16-07-11 C� 5-04-05 Al 1 w0� APPLIED. Z O J N o H Plan #: K1592 Job #: 17-1045 -A O (2) HTS20 0R 2-0 -OQ O MTS12 O B43 HTU26 (2) MSTA24 i– 09 HTU26 o J04- A08 o a D U � Z - HTU26 A07 _ 41 2-0,-10 -10 Z HTU2 w p U O o �- M M d- LO (0 ti 02(4 O o 0 o O o O A06 N `- ti s R w F_ C:) 0 0 0 0 0 0 AB4 0 � o x d HTU26,_ c- CV �-o --- --- A05 ST -6 0 L0 O O HT m O O a 0. A14 z 0 0 o J12 r HTU26 O i O -)0-00- o A15 ch ¢ z HTU26 + + A03 NN a MTS12 > > > �O U J04 Z) D HTU2 U_ x x = A03 + W 08 HTU26 0 1 i , c MTS12 r LHGUS26-2 - - o 0 J 09 7-00-00 P 1 B4 A16 HTS20---/ zz C) O ST -6 cV J02 00 J02 W o o Q ao p J03 . J03 HTS20 (2) H S20 J04 J04 a O# o 0 o J0 (17) o 0 o L=i vp ST UCTURAL NGINEERING TRUSS ENGINEERING. OTES■■ ow" fit,f o ESS SPECIFICALLY N ED ON TRUSS FRAMING PLAN ALL X �E•,!!!!. ,.q •, o TRUSS TO TOP PLATE CO ECTIONS SHALL BE .•''� E s''-''. 16-08-00 47-03-00 � ACCORDING o�QL TO THE TYPICAL WALL SE TION —O SHEET. . I ,, No 7 4.5.7 N • ALL EXTERIOR WALLS AR HELD BACK 1/2" FOR SHEATHING S OF • 4U FIRST LEVEL ROOF FRAMING PLAN 1/ 1 010 o**-. 0 R � {_J•.• DERy, .• � P.E. GLENN LAYTON HOME�,I P.E.457 07-20-2017 V V C C � a a�0 0 0 y- o :� iu _ 3 iu .r. o !U o � .0 a) � N ao_p.> o o '�H. oO(D U h 1� . O U p a 2- c a" c a 6 0 ''E o a �Q.�o� � o U� 0 � o 0 E. -8 U0. Vai a0 E'U C3 c '_ 3 r. -;5 °' o 0 o� o o c 4)a .�U0 UQ' O ot -N� moz;4— CL Wi�3a 0 kd ;t -5.9 o 4) aomN C3 o vo2—Q --r- a .�;vH 1999 Wells Road Orange Park, FL 32073 V ,J w W w 0 rrZnn V Q _ w V � >= OJ Q w Z w Q 0 w 06 1 1 Building Dept: w 7 Z J 7 � � o Q L > a� w z J w o z U LL o - Ii O O cy m �' ♦^ C v, LO Q r-) U w0� � J N o H Plan #: K1592 Job #: 17-1045 TRUSS TO TOP PLATE W/ SDWC15600 OR H2.5A/T MIN %" 36 KSI INSTALLED @ INSIDE FACE N U a a> (D p O y U.oU.UU6 a< c.9216cc =h QU� ona��o° aU OF PLATE AS SHOWN* `(1) S*C15600 SCREW AT OPENINGS 6' OR LESS. TOP PLATE TO STUD W/ MIN %2" Ox 6" TITEN HD SDWC15600 OR H2.5A/T TYPICAL Y EXTERIOR WALL (3)10d TOE -NAIL @ EACH END, STUD ALIGNED DIRECTLY BELOW TRUSS *SEE INSTALLATION #2 BELOW ALTERNATE ROOF -TO- ALL CONNECTION O TYPICAL WALL SECTION N (SECTIONS AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) ib v O 0 N MIN 1/2"x10" L -HOOK MIN %" 36 KSI — TOP PLATE TO JACK/KING GROUP: N U a a> (D p O y U.oU.UU6 a< c.9216cc =h QU� ona��o° aU 0 `(1) S*C15600 SCREW AT OPENINGS 6' OR LESS. 2x NO 2 SYP BLOCKING TO FIT MIN %2" Ox 6" TITEN HD ,(2) SDWC15600 SCREWS AT OPENINGS BETWEEN 6' AND 8 TIGHT BETWEEN TRUSSES, Y 36,, < C < 8, ` SEE PLAN OTHERWISE (3)10d TOE -NAIL @ EACH END, OR HILTI KWIK HUS -EZ BOTTOM PLATE W/ (6) BLOCKING MAY BE OMITTED ADHESIVE (OR C FOR HEEL HEIGHTS < 9” d HOLD-DOWN J N 06W W CONNECTORS 7_11 H2.5A(f OR SDWC15600 d v JACKlKING CONNECTOR TO INSIDE PLATE GROUP FACE OF STUD c� ., Q ° MASA TO SIDE OF 'N. p 8" EMBED AT STEMWALL e W BOTTOM PLATE W/ (3) 2x6 NO 2 SYP BLOCKING AT FIRST ° ° (6)TRUSS BAYS FROM EACH MONOLITHIC OR TYPICAL TRUSS TYPICAL TRUSS CORNER OF BUILDING. EACH C TO TOP PLATE TO TOP PLATE BLOCK TO HAVE (1)A35 TO TOP TRUSS OVER HEADER: CONNECTION TYPICAL CONNECTION PLATE. TOP PLATE TO HEADER W/ EXTERIOR WALL SIMPSON SDWC15600 @ IMAX TYPICAL TYPICAL 32” O.C. (SEE HEADER EXTERIOR WALL Q APPROVED ADHESIVE EXTERIOR WALL FRAMING NOTES ON SHEET -^ ° ST -1 FOR ALTERNATES) RAISED HEEL TRUSS CANTILEVER TRUSS HEADER FRAMING TE SECTIONS AT ROOF ALTERNATE MIN MONOLITHIC OR 3 O TYPICAL WALL SECTION N (SECTIONS AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) ib v O 0 N MIN 1/2"x10" L -HOOK MIN %" 36 KSI •�L OU.0)� •I T_ =, 0) OSo_aa) N U a a> (D p O y U.oU.UU6 a< c.9216cc =h QU� ona��o° aU 0 ANCHOR BOLT THREADED ROD MIN %2" Ox 6" TITEN HD MIN %" Ox 6" TITEN HD MASA TO TOP OF Y Z OR HILTI KWIK HUS -EZ OR HILTI KWIK HUS -EZ BOTTOM PLATE W/ (6) DO NOT USE J -BOLT AT ADHESIVE (OR 10d x 1y2" HOLD-DOWN APPROVED EQUAL) N 06W CONNECTORS TO TOP OF WOOD Building Dept: v PLATE FA 2x6. BOTTOM PLATE 2x4 BOTTOM PLATE ., d ° MASA TO SIDE OF 'N. p 8" EMBED AT STEMWALL ° W BOTTOM PLATE W/ (3) 6" EMBED AT MONOLITHIC ° ° ° 10d x 1 Y2" MONOLITHIC OR U) L} MONOLITHIC OR ° MONOLITHIC ° U STEMWALL FOOTING FOOTING ONLY ° MASA SET Y" TO THE ° STEMWALL FOOTING ° a INSIDE OF SLAB. PER PLAN Q APPROVED ADHESIVE d ° -^ ° a OR EPDXY ANCHOR ° MIN. a MIN. p MIN MONOLITHIC OR 3 13/a, ° a ° ° MONOLITHIC STEMWALL FTG PER ° FOOTING ONLY F- PLAN p a p ° ° a ° %2" DRILL & %2" Q SCREW ANCHOR %2" 0 SCREW ANCHOR ° /2 J -BOLT ANCHOR " a EPDXY ANCHOR IN 2x6 BOTTOM PLATE- IN 2x4 BOTTOM PLATE ° ° MASA ANCHOR TYPICAL BOTTOM PLA E ANCHOR OPTIONS N co J LL U) LO LIES: LO TYPICAL WALL SECTION BOTTOM PLATE ANCHOR NOTES. 1 -HOUR FIRE RATED ASSEMB_ r (SECTIONS AT FOUNDATION ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) 1. ANCHOR REQUIRED ADJACENT TO EACH IDE OF OPENING FIRE PROTECTION ASSEMBLIES ARE TO BE DETERMINED BY BUILDER AND ARE UNDER THE 2Y4' -23/a" 0 2. TYPICAL ANCHOR BOLT SPACING IS 48" O.C., SEE PLAN FOR ENFORCEMENT OF THE BUILDING OFFICIAL. z NON -TYPICAL BOLT SPACING. REQUIREMENTS • FIRE RATED WALL COVERINGS REQUIRE A MINIMUM OF 1%" NAIL PENETRATION INTO w TYPICAL WALL SECTION NOTES. ' Pressure z 1STAGGERED 3. MINIMUM 2 ANCHORS REQUIRED IN ANY EGMENT OF BOTTOM PLATE. FRAMING SUPPORTS AX 24 O.C. WITH 2 2x N0.2 SYP FASTENED W/ 2 ROWS Od 8 O.C.O C 1. ALL TOP PLATES ARE TO BE BUILT W O _ t) @USE GALVANIZED OR STA1Nt.m •, treated sill P. ADJUST TYPICAL NAIL SPACING AS NEEDED. AN ANCHOR MUST BE PRESENT WITHIN 12' OF THE END OF ANY PLATE SSS }4STENERS IN FIRE PROTECTIVE MATERIALS PER . , (UNO). MINIMUM 48 LAP W/ MINIMUM (20)10d IN LA J 4. ALL BOLT ANCHOR OPTIONS REQUIRE NU AND 2" SQUARE WASHER. SPECIFIED INSTALLATIOWDETAIL % '� TO BE 2x SPF MAX 16" O.C. UNO .• '• •• ' m 2. ALL INTERIOR LOAD BEARING WALLS _ @ P _ WALL I E TIFIABLE BY CROSS HATCH STRUCTURAL NEL MAY BE INSTALLED BETWEEN FIRE PROTECTION AND i „� rr�_�,"x_ . , 5. INTERIOR BEARING NON UPLIFT S, N WOOD STRUC U PA i w ND FLOOR BOTTOM PLATES SHALL BE N0.2 SYP DUE TO FASTENER CAPACITIES. ,w. . 3: 1 STAND 2 00 " 721.1 . FOOTNOTE L . 30 w DEFINED ON ST 1, ANCHORS WITHIN 12 O PLATE ENDS NOT REQUIRED, WOOD STUDS (FBC TABLE (2), ) TRUSSES. TYPICAL, - SDWC15450 at sill late connection z CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE _, TY I S p _ 4. FLOOR -TO -FLOOR UPLIFT CONN C MEET D MAXIMUM ON .. ANCHORS MUST BE PROVIDED TO R EXCEED Tnn C ORS SUBSTITUTE TRU TURAL PANEL F R TYP TYPE X SHEATHING MAY WOODS C O ICAL 10 0 _ c9 Finish. Black E LLS: ., • ° I Coat 5. SEE PLAN FOR ADDITIONAL NON TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WA � ENTER SPACING &MINIMUM 2 ANCHOR `PER PLATE SEGMENT. ONS. AT "SW" WA' OR Optimal 22Y2 z CONNECTOR NOT REQUIRED AT CRIPPLESBELOW WINDOW SILL BLOCK =�•� C S C O C WALL FRAMING APPLICATIONS. OSB O PLYWOOD MUST BE INSTALLED w 6: TYPICAL STUD TO BOTTOM PLATE GO TO INTERIOR OR EXTERI[ORFACE OF SPECIE Wit? WALL PRIOR TO FIRE PROTECTION. I Note: Sill plate anchor to foundation not shown for clarity. 0 '•,•„,. J ?;; , ,SDWC STUD -TO -SILL PLATE SCREW MANUFACTURER S LA E CONNECTION w SDWC INSTALLATION SPECIFICATIONS, AS PROVIDED BY SC 11 ** ** ** z NOTE TO FRAMER NOTE TO FRAMER MAX (1) SDWC TO NARROW FACE OF MAX (1) SDWC TO NARROW FACE OF , i= i ACH, STUD, 2 SDWC T NARROW FACE EACH STUD 2 SDWC TO NARROW FACE .�. S , t) C O O C C TUD REQUIRES (2) STUDS OF STUD REQUIRES (2) STUDS n0. Optimal 221/2' �4"min 4„ �4 rrin �'4" ' O 10° 0 ° Rafter or Truss U 30°Ma ° Y2" minimum * p y„Min 30 edge distance 2 Optimal 22 Y SDWC15450 for full values Splice may be in 30° 10° 0° O „ J (with or without upper or lower • - MIN Y2 EDGE u_ Do not install SDWC in a plate splice) plate ;h DISTANCE \ hatched area _ �z SDWC15600 „Max 3„ +_ C7 2 A O Offset „ from y„Min �` 0 2 top plate splice z Overhan s „ SDWC15600 for full values MIN Y2' EDGE _ 1 /a Max DISTANCE $' W r may be sloped u to and including a Note. Sloped roof rafters y p p g SDWC SDWC15600 1 SDWC 2 SDWC x j „ R fter to Top. Plate shown SDWC15600 t) t) x 12.12 itch and must be birdsmouth cut. C 5600 w SDWC15600 P SDWC15600 T ss to Top Plate similar _ a. Not Stud to -Bottom Plate shown. All other installations similar, Q [OPT. SDW STUD -TO -T P LATEDW MIN. EDGE DISTANCE FOR TOP PLATE SPLICEC O P SDWC INSTALLATION RANGE .S COPT. SDWC STUD -TO -SILL PLATE CONNECTIO- OPT SDWC NSTALLA RANGSDOPT.SDWCNSTALLATION TRUSSIRAFIFRALIGNEDWITHSTUD I TIONWC EDGE DISTANCE AND SPACING INFORMATION ROOF TO WALL INSTALLATIONIlaSTANDARD SDWC ROOF TO WALL INSTALLATION RANGE 4 4O STANDARDSDWCR 1 Z ZD 3 (SIM FOR STUD TO TOP PLATE CONNECTION) ; CONNECTION THROUGH NARR0IN FACE AT NARROW FACE OF STUDTHROUGH NARROW FACE AT FDN � m i o z O W Q z O j - H H U _ LL U) O J 0 z III W x w a. Q ST UCTURAL E GINEERING %%W%Mill till 4*41i • x 1 » 0 74.5.7 .. :441 �. STA F L O � DERv�/y(# P. E. GLE N LAYTON HOMES P.E. H99 457 07-20-2017 U U C c z •�L OU.0)� •I T_ =, 0) OSo_aa) N U a a> (D p O y U.oU.UU6 a< c.9216cc =h QU� ona��o° aU 0 -O, 0 on O00C aE3 jzo U O.L a E 4a o.'0;2E Ey T p OUU U O —Y. N N p y. .O �.0 U U �A7 Q O.Y 1999 Wells Road Orange Park, FL 32673 U) 12 Y Z 0 0 U W 0 U Q < 0 Z W Q 0 N 06W O 1 Building Dept: v W ., z J (7 'N. W O U) O U Y W a o z U U O C14o -^ 0 C� LL_o, _m �0 ; O d- U U) LO LIES: LO TYPICAL WALL SECTION BOTTOM PLATE ANCHOR NOTES. 1 -HOUR FIRE RATED ASSEMB_ r (SECTIONS AT FOUNDATION ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) 1. ANCHOR REQUIRED ADJACENT TO EACH IDE OF OPENING FIRE PROTECTION ASSEMBLIES ARE TO BE DETERMINED BY BUILDER AND ARE UNDER THE 2Y4' -23/a" 0 2. TYPICAL ANCHOR BOLT SPACING IS 48" O.C., SEE PLAN FOR ENFORCEMENT OF THE BUILDING OFFICIAL. z NON -TYPICAL BOLT SPACING. REQUIREMENTS • FIRE RATED WALL COVERINGS REQUIRE A MINIMUM OF 1%" NAIL PENETRATION INTO w TYPICAL WALL SECTION NOTES. ' Pressure z 1STAGGERED 3. MINIMUM 2 ANCHORS REQUIRED IN ANY EGMENT OF BOTTOM PLATE. FRAMING SUPPORTS AX 24 O.C. WITH 2 2x N0.2 SYP FASTENED W/ 2 ROWS Od 8 O.C.O C 1. ALL TOP PLATES ARE TO BE BUILT W O _ t) @USE GALVANIZED OR STA1Nt.m •, treated sill P. ADJUST TYPICAL NAIL SPACING AS NEEDED. AN ANCHOR MUST BE PRESENT WITHIN 12' OF THE END OF ANY PLATE SSS }4STENERS IN FIRE PROTECTIVE MATERIALS PER . , (UNO). MINIMUM 48 LAP W/ MINIMUM (20)10d IN LA J 4. ALL BOLT ANCHOR OPTIONS REQUIRE NU AND 2" SQUARE WASHER. SPECIFIED INSTALLATIOWDETAIL % '� TO BE 2x SPF MAX 16" O.C. UNO .• '• •• ' m 2. ALL INTERIOR LOAD BEARING WALLS _ @ P _ WALL I E TIFIABLE BY CROSS HATCH STRUCTURAL NEL MAY BE INSTALLED BETWEEN FIRE PROTECTION AND i „� rr�_�,"x_ . , 5. INTERIOR BEARING NON UPLIFT S, N WOOD STRUC U PA i w ND FLOOR BOTTOM PLATES SHALL BE N0.2 SYP DUE TO FASTENER CAPACITIES. ,w. . 3: 1 STAND 2 00 " 721.1 . FOOTNOTE L . 30 w DEFINED ON ST 1, ANCHORS WITHIN 12 O PLATE ENDS NOT REQUIRED, WOOD STUDS (FBC TABLE (2), ) TRUSSES. TYPICAL, - SDWC15450 at sill late connection z CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE _, TY I S p _ 4. FLOOR -TO -FLOOR UPLIFT CONN C MEET D MAXIMUM ON .. ANCHORS MUST BE PROVIDED TO R EXCEED Tnn C ORS SUBSTITUTE TRU TURAL PANEL F R TYP TYPE X SHEATHING MAY WOODS C O ICAL 10 0 _ c9 Finish. Black E LLS: ., • ° I Coat 5. SEE PLAN FOR ADDITIONAL NON TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WA � ENTER SPACING &MINIMUM 2 ANCHOR `PER PLATE SEGMENT. ONS. AT "SW" WA' OR Optimal 22Y2 z CONNECTOR NOT REQUIRED AT CRIPPLESBELOW WINDOW SILL BLOCK =�•� C S C O C WALL FRAMING APPLICATIONS. OSB O PLYWOOD MUST BE INSTALLED w 6: TYPICAL STUD TO BOTTOM PLATE GO TO INTERIOR OR EXTERI[ORFACE OF SPECIE Wit? WALL PRIOR TO FIRE PROTECTION. I Note: Sill plate anchor to foundation not shown for clarity. 0 '•,•„,. J ?;; , ,SDWC STUD -TO -SILL PLATE SCREW MANUFACTURER S LA E CONNECTION w SDWC INSTALLATION SPECIFICATIONS, AS PROVIDED BY SC 11 ** ** ** z NOTE TO FRAMER NOTE TO FRAMER MAX (1) SDWC TO NARROW FACE OF MAX (1) SDWC TO NARROW FACE OF , i= i ACH, STUD, 2 SDWC T NARROW FACE EACH STUD 2 SDWC TO NARROW FACE .�. S , t) C O O C C TUD REQUIRES (2) STUDS OF STUD REQUIRES (2) STUDS n0. Optimal 221/2' �4"min 4„ �4 rrin �'4" ' O 10° 0 ° Rafter or Truss U 30°Ma ° Y2" minimum * p y„Min 30 edge distance 2 Optimal 22 Y SDWC15450 for full values Splice may be in 30° 10° 0° O „ J (with or without upper or lower • - MIN Y2 EDGE u_ Do not install SDWC in a plate splice) plate ;h DISTANCE \ hatched area _ �z SDWC15600 „Max 3„ +_ C7 2 A O Offset „ from y„Min �` 0 2 top plate splice z Overhan s „ SDWC15600 for full values MIN Y2' EDGE _ 1 /a Max DISTANCE $' W r may be sloped u to and including a Note. Sloped roof rafters y p p g SDWC SDWC15600 1 SDWC 2 SDWC x j „ R fter to Top. Plate shown SDWC15600 t) t) x 12.12 itch and must be birdsmouth cut. C 5600 w SDWC15600 P SDWC15600 T ss to Top Plate similar _ a. Not Stud to -Bottom Plate shown. All other installations similar, Q [OPT. SDW STUD -TO -T P LATEDW MIN. EDGE DISTANCE FOR TOP PLATE SPLICEC O P SDWC INSTALLATION RANGE .S COPT. SDWC STUD -TO -SILL PLATE CONNECTIO- OPT SDWC NSTALLA RANGSDOPT.SDWCNSTALLATION TRUSSIRAFIFRALIGNEDWITHSTUD I TIONWC EDGE DISTANCE AND SPACING INFORMATION ROOF TO WALL INSTALLATIONIlaSTANDARD SDWC ROOF TO WALL INSTALLATION RANGE 4 4O STANDARDSDWCR 1 Z ZD 3 (SIM FOR STUD TO TOP PLATE CONNECTION) ; CONNECTION THROUGH NARR0IN FACE AT NARROW FACE OF STUDTHROUGH NARROW FACE AT FDN � m i o z O W Q z O j - H H U _ LL U) O J 0 z III W x w a. Q ST UCTURAL E GINEERING %%W%Mill till 4*41i • x 1 » 0 74.5.7 .. :441 �. STA F L O � DERv�/y(# P. E. GLE N LAYTON HOMES P.E. H99 457 07-20-2017 U U C c ., . a c o v_ E oan� •F- a t •�L OU.0)� •I T_ =, 0) OSo_aa) N U a a> (D p O y U.oU.UU6 a< c.9216cc =h QU� ona��o° aU OEp-Ooi60 0 'sU 2iE- 02 V 4) 2 c i C "c3 -O, 0 on O00C aE3 jzo U O.L a E 4a o.'0;2E Ey T p OUU U O —Y. N N p y. .O �.0 U U �A7 Q O.Y 1999 Wells Road Orange Park, FL 32673 U) 12 W W Z 0 0 Q � W 0 U 0J < 0 Z W Q 0 06W 1 Building Dept: W ., z J (7 'N. W O U) W z J W o z U U O C14o -^ 0 C� LL_o, _m �0 ; d- U Q 45 F- 3: 0 W 0 q = J N D Plan #: K1592 Job #: 17-1045 NUMBERSHEET k- (2) (2) SDWC15600 OR (2) MSTA24 NO 2 SYP DOUBLE STUDS TO TOP PLATE TOP PLATE (2)MSTA36 TO INSIDE OR OUTSIDE FACE OF WALL NO 2 SYP DOUBLE TOP PLATE WITH (2) ROWS 10d AT 8" O.C., z %" HOLD BACK OF FRAMING ALTERNATIVE HOLDOWN ; STAGGERED, EDGE NAIL ONLY IF SPECIFIED ON OPTIONS IN NOTE BELOW. 6" MAX 6^ MAX 6° MAX SHEATHING AT STUD GROUP, iv ARCHITECTURAL DRAWINGS. I-'' PER TABLE 2, ST -1 z w z W _ MONOLITHIC FOOTING OR r m m STEMWALL. w to T -BRACE FASTENED TO WEB W/ 10d AT 6" O.C. THIS DETAIL APPLIES TO STRAIGHTRUNS OF EXTERIOR WALL ELEVATION VIEW CONTINUOUS LATERAL RESTRAINT WEB BRACE SUBSTITUTE WEB MEMBER SPECIFIED ALTERNATE BRACING T OR L SCAB SIZE CLR 2x4 1 ROW 2x4 (1)2x4 2x4 2 ROWS 2x6 (2)2x4" CORNER STUDS.- 1 ROW 2x4 EACH JACK TO HEADER W/ 2x6 (1) DIAGONAL BRACE PER (10) TRUSSES APPLIED TO 2x6 (2)2x4* 2x8 1 ROW 2x6 (1)2x8 2x8 2 ROWS 2x6 (2)2x6* RESTRAINT (CLR)1S SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE � F HTT5 AT CORNER GARAGE RETURN 2x6 G —�� SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. -.« GARAGE DOOR BUCK/JAMB NAILED ♦♦^^ V ) OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT G2 COMMON @ 3 O.C. ALTERNATIVES FOR THIS APPLICATION & DETAIL ONLY: WEB W/ 10d AT 6" O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T -BRACING, L -BRACING, OR I BRACE TO BLOCKING W/ (6) 10d ROOF DECK W./ H2.5T, LINO (1) STHD14 = (1) HTT5 (MONOLITHIC) *IF (2) BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. Y STUD PACK SIMPSON MSTA24. = HTT5 STEMWALL 2 PA51 1 H ( ) O O INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE SPECIES AN D REQUIRED, APPLY (1) BRACE 3. IN U RA —{-s" s ¢ CLIP TO GABLE TOP CHORD W/ (1) H2.5T W/ (10) 8d x 1%" APPROXIMATE 45° ANGLE TO NO LESS THAN (3) TRUSSES. @ MAX 16" O.C. AS REQUIRED (2)'/ x 2 3/." TAPCONS = (1) ANCHOR BOLT VaT MAx MAx s' MAXTO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. 6 TRUSSES NEEDING BRACING DRAWINGS GARAGE DOOR z I w Q z C� 'S Fy�1 PERMANENT WEB BRACING z ------- -- -_- O :. 2x4 �- END OF HEADER SILL HEADER WITH MSTA24. Wz W < Z./ If II II II L -------------J z L �=o z 0 U 16 O.C. o i ROOF DECK _` SHEATH INSIDE FACE ONLY IF NOTED ON MIN 36" SCAB W/ (20) 10d TO - v TRUSSES PARALLEL TO WALL: ROOF TRUSS � Q CONTINUOUS LATERAL RESTRAINT 2x6 NO 2 SYP DIAGONAL BRACE N1 N T. c PER ARCH. TO STU W/ (2) ROWS OF 3-%2' NOTE: i NO2 SPF HEADER SILL DRAWINGS FRAMING PLAN. ACCEPTABLE TO STOP ' FULL HEIGHT CORNER STUD FASTEN (1) SIMPSON HGA10 BRACE GOAL POST ATTACHMENT, THE GARAGE U_ I QUANTITY AND LOCATION CONNECTOR FROM TO EACH I DOOR SUPPLIER MAY SPECIFY A FASTENING ¢ HEADER PER PLAN • UP TO 8FT SINGLE 2x6 ONLY DIAGONAL BRACE TO GABLE BETWEEN EACH TRUSS. ccn TRUSS PERPENDICULAR TO WALL: z FASTENTO BEAM w/ 10d GARAGE D R TRACK ATTACHED PATTERN OF THE GARAGE DOOR TRACK D >_O • UP TO 20 FT, 2x6 W/ 2x6 T -BRACE I VERTICAUSCAB INSTALL SHEATHING AT GOAL POST I 2x4 SPF (MIN) BLOCKING @ 4" O.C. SPECIFICATIONS THROUGH THE GOAL POST. O aEFINED BY TRUSS SHOP DRAWING. • DBL 2x4 NO. 2 SYP FASTENED TO ❑ ❑ GARAGE RETURN STUDS, ' (3) STUDS MINIMUM AT CORNER LATERAL BRACING -MULTIPLE TRUSSES DTT2Z --- -- — FASTEN STUDS TO CORNER TWO STUD SPACES. TO DBL TOP PLT W10d @ 4' O.C. TRUSS TO s • NOTCH STUDS 18" MAX . TOP PLATE, AND BOTTOM cX 0. PORCH BEAM w .FASTEN SHEATHING TO "XSTUD GROUP W/ (2) ROWS 10d @N6" FROM BOTTOM PLATE �. PLATE AS SHOWN W/8d I I ' .. w/ SDWC15600 z 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 N0.3 SPF OR BETTER (UNO) BLOCKING WITH 8d %0\j O.C., STAGGERED. STOP NAILS 1 KING STUD (MAX () COMMON AT 3" O.C. ;', 2 SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE; IMMEDIATELY ., COMMONS @ 3 O.C. AT BOTTOM 24" OF STUD FOR I I INSTALL (1) SIMPSON HTT5 AT CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. JACK AND KING STUDS. SEE CONNECTOR INSTALLATION I I APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE BE NOTCHED ) JACK AND KING STUDS. SHEATH FRONT FAC E ...' PLAN FOR QUANTITIES. HTT5 ---- OPTIONAL HTT5 AT CORNER STUD SIDE OF WEBS MADE OF MORE THAN ONE PIECE, SEE PLAN FOR QUANTITIES. PLAN VIEW ONLY WITH 8d COMMON AT PACK INSTALLED IN GARAGE WALL •INSTALL DTT2Z W/ 12" „ ,, % DIA. ALL -THREAD W/ 2 DO SO WITH OVERLAPPING BRACES RETURN WALL AT CORNER END. NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY ENGINEER. E S G 3 ON EDGE, 12" IN FIELD. GARAGE RETURNS TO BE PLAN VIEW ILO SIDE WALL'. SIMPSON ABU66 POST --:\ I LIKE THIS (TYP EVERYWHERE LONG x'/" DIA DRILL AND ROUND WASHER DRILLED • I I FRAMED AS 2x6. SEE ALTERNATIVE HOEDOWN EXTERIOR WALL SHEATHING 4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO). BASE. o• I I EPDXY ANCHOR AT HEADER AT CORNER .',' OPTIONS IN NOTE BELOW. 5. DESIGNED PER BCSI B3, 2007. WITH (2) ROWS 10d AT 8" O.C., z %" HOLD BACK OF FRAMING ALTERNATIVE HOLDOWN ; STAGGERED, EDGE NAIL ONLY IF SPECIFIED ON OPTIONS IN NOTE BELOW. 6" MAX 6^ MAX 6° MAX SHEATHING AT STUD GROUP, iv ARCHITECTURAL DRAWINGS. I-'' PER TABLE 2, ST -1 z w z W _ MONOLITHIC FOOTING OR r m m STEMWALL. w to T -BRACE FASTENED TO WEB W/ 10d AT 6" O.C. THIS DETAIL APPLIES TO STRAIGHTRUNS OF EXTERIOR WALL ELEVATION VIEW CONTINUOUS LATERAL RESTRAINT WEB BRACE SUBSTITUTE WEB MEMBER SPECIFIED ALTERNATE BRACING T OR L SCAB SIZE CLR 2x4 1 ROW 2x4 (1)2x4 2x4 2 ROWS 2x6 (2)2x4" CORNER STUDS.- 1 ROW 2x4 EACH JACK TO HEADER W/ 2x6 ADDITIONAL WALL STUDS 2x6 (2)2x4* 2x8 1 ROW 2x6 (1)2x8 2x8 2 ROWS 2x6 (2)2x6* RESTRAINT (CLR)1S SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE � F V OJ GARAGE RETURN 3 10d EACH END O G —�� SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. -.« GARAGE DOOR BUCK/JAMB NAILED ♦♦^^ V ) G2 COMMON @ 3 O.C. ALTERNATIVES FOR THIS APPLICATION & DETAIL ONLY: WEB W/ 10d AT 6" O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T -BRACING, L -BRACING, OR EACH JACK STUD TO BRACE TO BLOCKING W/ (6) 10d ROOF DECK W./ H2.5T, LINO (1) STHD14 = (1) HTT5 (MONOLITHIC) *IF (2) BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. Y 2x4 SYP OUTRIGGER @ 24" O.C. SIMPSON MSTA24. = HTT5 STEMWALL 2 PA51 1 H ( ) O O INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE SPECIES AN D REQUIRED, APPLY (1) BRACE 3. IN U RA —{-s" s ¢ CLIP TO GABLE TOP CHORD W/ (1) H2.5T W/ (10) 8d x 1%" _,,��PER ARCH. WEATHER STRIPPING/STOP m I �— ❑ @ MAX 16" O.C. AS REQUIRED (2)'/ x 2 3/." TAPCONS = (1) ANCHOR BOLT VaT MAx MAx s' MAXTO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. 6 TRUSSES NEEDING BRACING DRAWINGS GARAGE DOOR z I w Q z C� 'S Fy�1 PERMANENT WEB BRACING z ------- -- -_- O :. OR BLOCKING BETWEEN �- END OF HEADER SILL HEADER WITH MSTA24. Wz W < Z./ TRUSS WEBS W/ 10d AT 3" O.C. L -------------J z L �=o z 0 U 16 O.C. o i ROOF DECK _` - U) v TRUSSES PARALLEL TO WALL: ROOF TRUSS � Q 2x4 SPF (MIN) NAILER FASTENED OR RAFTER 2x6 NO 2 SYP DIAGONAL BRACE 2x6 SYP OAL POST ATTACHED O N T. c PER ARCH. TO STU W/ (2) ROWS OF 3-%2' NOTE: i NO2 SPF HEADER SILL DRAWINGS HOLD DOWN OPTION FASTEN SHEATHING TO ----\ FASTEN (1) SIMPSON HGA10 BRACE GOAL POST ATTACHMENT, THE GARAGE U_ I (SEE PLAN FOR LENGTH) CONNECTOR FROM TO EACH I DOOR SUPPLIER MAY SPECIFY A FASTENING ¢ HEADER PER PLAN • UP TO 8FT SINGLE 2x6 ONLY DIAGONAL BRACE TO GABLE BETWEEN EACH TRUSS. ccn TRUSS PERPENDICULAR TO WALL: z FASTENTO BEAM w/ 10d GARAGE D R TRACK ATTACHED PATTERN OF THE GARAGE DOOR TRACK D >_O • UP TO 20 FT, 2x6 W/ 2x6 T -BRACE I VERTICAUSCAB INSTALL DBL 2x_ BLOCKING 2x4 SPF (MIN) BLOCKING @ 4" O.C. SPECIFICATIONS THROUGH THE GOAL POST. O : IN LIEU OF ABU66. • DBL 2x4 NO. 2 SYP FASTENED TO ❑ ❑ GARAGE RETURN STUDS, ' (3) STUDS MINIMUM AT CORNER LATERAL BRACING -MULTIPLE TRUSSES IN FIRST TWO STUD SPACES. I I TO DBL TOP PLT W10d @ 4' O.C. TRUSS TO s • NOTCH STUDS 18" MAX . TOP PLATE, AND BOTTOM .'. 0. PORCH BEAM w .FASTEN SHEATHING TO FROM BOTTOM PLATE �. PLATE AS SHOWN W/8d I I ' .. w/ SDWC15600 z 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 N0.3 SPF OR BETTER (UNO) BLOCKING WITH 8d 1 KING STUD (MAX () COMMON AT 3" O.C. ;', 2 SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE; IMMEDIATELY ., COMMONS @ 3 O.C. SPECIFIED ON PLAN MAY I I INSTALL (1) SIMPSON HTT5 AT CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. I I BE NOTCHED ) ...' CORNER END OF RETURN OR IN — I LUMBER HA' L INTERSECT 3.'BRAC NGS L THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS •INSTALL DTT2Z W/ 12" „ ,, % DIA. ALL -THREAD W/ 2 •, . .. RETURN WALL AT CORNER END. NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY ENGINEER. E S G SIMPSON ABU66 POST --:\ I LONG x'/" DIA DRILL AND ROUND WASHER DRILLED • I I •.�.� SEE ALTERNATIVE HOEDOWN 4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO). BASE. o• I I EPDXY ANCHOR AND EPDXIED INTO .',' OPTIONS IN NOTE BELOW. 5. DESIGNED PER BCSI B3, 2007. • I CONCRETE W/ 7" EMBED ,0 IIq o x 12" EMBED. DRILL AND INSTALL (1) SIMPSON HTT5( ' (14 EPDXY ALL THREAD ANCHOR. AT HEADER END OF BOTTOM PLATE ' c04 FASTEN STUDS TOGETHER RETURN, AS SHOWN. SEE v WITH (2) ROWS 10d AT 8" O.C., z %" HOLD BACK OF FRAMING ALTERNATIVE HOLDOWN ; STAGGERED, EDGE NAIL ONLY IF SPECIFIED ON OPTIONS IN NOTE BELOW. 6" MAX 6^ MAX 6° MAX SHEATHING AT STUD GROUP, iv ARCHITECTURAL DRAWINGS. I-'' PER TABLE 2, ST -1 z w z W _ MONOLITHIC FOOTING OR r m m STEMWALL. w to T -BRACE FASTENED TO WEB W/ 10d AT 6" O.C. THIS DETAIL APPLIES TO STRAIGHTRUNS OF EXTERIOR WALL ELEVATION VIEW CONTINUOUS LATERAL RESTRAINT WEB BRACE SUBSTITUTE WEB MEMBER SPECIFIED ALTERNATE BRACING T OR L SCAB SIZE CLR 2x4 1 ROW 2x4 (1)2x4 2x4 2 ROWS 2x6 (2)2x4" 2x6 1 ROW 2x4 (1)2x6 2x6 2 ROWS 2x6 (2)2x4* 2x8 1 ROW 2x6 (1)2x8 2x8 2 ROWS 2x6 (2)2x6* 0 rn N N M J LL w J J z O Y U OR , AND SW. THIS DOES NOT APPLY TO 45-DEGREEELEVATION VIEW (D B •(� HEADER FRAMING ELEVATION `5 ,` PLANK �, N L -BRACE FASTENED TO c\ Q 90 -DEGREE CORNERS. O •n � 0'u; O^ 3 0 CL U O U El dS WEB W/ 10d AT 6 O.C. 00 w .4 U U �.O:-1. ma ,. (7 O s ... 0 SINGLE TRUSS BRACING U) CHANGE IN PLATE HEIGHT Oz KING AND JACK STUDS W w HOLLOW COLUMN 1.' INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL 2x4 NO.2 SYP BLOCKING BETWEEN PER ENGINEERING U GARAGE RETURN RESTRAINT (CLR)1S SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE � F V OJ GARAGE RETURN 3 10d EACH END O G —�� SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. -.« GARAGE DOOR BUCK/JAMB NAILED ♦♦^^ V ) G2 COMMON @ 3 O.C. ALTERNATIVES FOR THIS APPLICATION & DETAIL ONLY: WEB W/ 10d AT 6" O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T -BRACING, L -BRACING, OR 0 BRACE TO BLOCKING W/ (6) 10d ROOF DECK W./ H2.5T, LINO (1) STHD14 = (1) HTT5 (MONOLITHIC) *IF (2) BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. Y 2x4 SYP OUTRIGGER @ 24" O.C. a = HTT5 STEMWALL 2 PA51 1 H ( ) O O INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE SPECIES AN D REQUIRED, APPLY (1) BRACE 3. IN U RA —{-s" s ¢ CLIP TO GABLE TOP CHORD W/ (1) H2.5T W/ (10) 8d x 1%" _,,��PER ARCH. WEATHER STRIPPING/STOP m I �— ❑ (2)'/ x 2 3/." TAPCONS = (1) ANCHOR BOLT VaT MAx MAx s' MAXTO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. 6 a DRAWINGS GARAGE DOOR z I w Q z C� 'S Fy�1 PERMANENT WEB BRACING z ------- -- -_- O :. OR BLOCKING BETWEEN �- END OF HEADER SILL w Wz W < Z./ TRUSS WEBS W/ 10d AT 3" O.C. L -------------J z L �=o z 0 U o i ROOF DECK _` - U) v TRUSSES PARALLEL TO WALL: ROOF TRUSS � Q 2x4 SPF (MIN) NAILER FASTENED OR RAFTER 2x6 NO 2 SYP DIAGONAL BRACE 2x6 SYP OAL POST ATTACHED O N T. c PER ARCH. TO STU W/ (2) ROWS OF 3-%2' NOTE: i NO2 SPF HEADER SILL DRAWINGS TO DBL TOP PLT W/ 10d @ 3" O.C. z 2x4 SPF (MIN). BLOCKING 2x6 NO 2 SYP DIAGONAL BRACE FASTEN (1) SIMPSON HGA10 BRACE GOAL POST ATTACHMENT, THE GARAGE U_ (SEE PLAN FOR LENGTH) CONNECTOR FROM TO EACH I DOOR SUPPLIER MAY SPECIFY A FASTENING ¢ HEADER PER PLAN • UP TO 8FT SINGLE 2x6 ONLY DIAGONAL BRACE TO GABLE BETWEEN EACH TRUSS. ccn TRUSS PERPENDICULAR TO WALL: z FASTENTO BEAM w/ 10d GARAGE D R TRACK ATTACHED PATTERN OF THE GARAGE DOOR TRACK D >_O • UP TO 20 FT, 2x6 W/ 2x6 T -BRACE I VERTICAUSCAB ER MANUF WRITTEN DIRECTLY TO THE KING AND JACK STUDS, 2x4 SPF (MIN) BLOCKING @ 4" O.C. SPECIFICATIONS THROUGH THE GOAL POST. O • DBL 2x4 NO. 2 SYP FASTENED TO ❑ ❑ Oz BETWEEN EACH TRUSS. FASTEN TO DBL TOP PLT W10d @ 4' O.C. TRUSS TO s . 0. PORCH BEAM w ROOF TRUSS �. w/ SDWC15600 z OR RAFTER ih 0 p i _n I ., z • PORCH BEAM, SEE PLAN FOR SPECIFICATION • DRILL BETWEEN PLIES OF BEAM TO ALLOW ATC TO BE CONTINUOUS �' ATC W/ 3" SQUARE x�„ / ` 3� OR THICKER CDX Q WASHER @ TOP OF BEAM s.: OR OSB FASTENED TO ❑ 36" LONG SPF SCAB W/ (20) 10d TO TRUSSES; RAFTERS STUD 2x WALL FRAMING OR BLOCKING W/8d CORNER S ONLY WHEN HOLD r COMMONS @ 3" EDGE, PORCH BEAM DOWNS ARE SPECIFIED ON PLAN. WHEIGHT r MCID 12 . 2x SPF CORNER STUDS (3) 2x8 SYP" NK ORIENTED PLANK HDR TO - HEADER BE TOP OF SGD & JACK STUDS w/ (2) WOOD STRUCTURAL BOTTOM OF TRA OM AS SHOWN A35, TYP EACH SHEATHING ALTERNATE CORNER DETAIL SIDE OF HEADER \—�' OSB OR PLYWOOD BEARING PLATE OPTIONAL COUPLER FASTEN 2x6 NO.2 SYP INTERIOR FACE OF GABLE TRUSS F- �_- U RATED FOR MIN 3200 LB 'TFOR GABLE BRACE INSTALLATION -BRACE" TO DIAGONAL r — , cn cn GARAGE DOOR JAMB DETAIL w BRACE W/ 10d @ 3" O.C. ) I I ° ° I . J f m m X J LOCATE MEMBER OPPOSITE ❑ ❑ w " DRILL & EPDXY ---------------- 8'-0" ORAS SHOWN ON PLAN I LOWER ROOF DECK. s iz W/ MIN 12 EMBED 1 I • FASTEN 1 ST PLY OF 2x4 TO EACH I / / / / /\ � ( I GABLE VERTICAL MEMBER W/ (3) 10d \\/\\/ • FASTEN 2ND PLY TO 1ST PLY W/ 1 O @ s" O.C. J \\\\ 71 /\/ FASTEN (1) SIMPSON HGA10 BRACE CONNECTOR FROM L — — J \\\/\\. 1 \\ \ TO DIAGONAL BRACE TO GABLE VERTICAUSCAB ROOF DECK NAILER/BLOCKING I I I I \/\\1 FASTENED TO JACK W/ (3) 10d ��r �\\\I �\\ TOE -NAILS /\/ d I D /y ------- /\\ /\a • ° \/ ST UCTURAL GINEERING r \ //\ '� RE-MANUFACTURED,•;0� ACK TRUSS WSP HEADER DETAILSEF'•'', ELEVATION VIE No 7i 457 NOTE`. EXTERIOR OSB WALL COVERING SERVES AS •• HEADER OVER OPENING AS INDICATED ON PLAN SINGLE -STORY HOLLOW COLUMNAIL GABLE ANGLE BRACING DETAIL AT JACK RUSSES B4 r : S T 0 • B4 1) MAX. TRUSS SPACING = 24" O.C. )z, i O FRAMING DETAIL 2) OUTLOOKERS, BLOCKING &CLIPS MAY BE OMITTED FROM C VERHANG PORTION OF DETAIL FOR,'Q � NON -DROPPED GABLE TRUSSES W/ 12" OR LESS OVERHANGS. ir�� R •�` �� H F 3) L OR T BRACE VERTICAL REINFORCEMENT PER TRUSS ENG NEERING NOT SHOWN FOR CLARITY. GLENN LAYTON HOMES of P . . .7145 P.E. E. N N O. 7 1 457 07-20-201 7 U C v a) C (D B •(� HEADER FRAMING ELEVATION `5 ,` PLANK �, N TYPICAL PyMUr1 SHEATHING DETAIL THIS;DETAILISREQUIRED ATALL COVERED PORCHES O UNLESS NOTEDoOTHERWISE. U_ �c'3 a 'Cca) U RN� oi� p > o-0oc OLS 00 Q o.Qp _ as C LD (U C$ U U� ao3.a ; L Tp a o O •n � 0'u; O^ 3 0 CL U O U El dS Ep�- a O i5 E 2 a�� 2 E N m 2 E 39 y,a��Eo o a�nEa�o O co, -0 0� \_6x6 .4 U U �.O:-1. ma ,. (7 O s ... 0 OR LARGER NO.2 SYP PT U) Oz KING AND JACK STUDS W w HOLLOW COLUMN TOE -NAIL MIN 2x6 NO 2 SYP BLOCKING 2x4 NO.2 SYP BLOCKING BETWEEN PER ENGINEERING U BETWEEN TRUSS TOP CHORDS W/ OUTLOOKERS. FASTEN EACH � F V OJ 3 10d EACH END O BLOCK TO ROOF DECK W/ 8d Q -.« GARAGE DOOR BUCK/JAMB NAILED ♦♦^^ V ) FASTEN 2x4 NO.2 SYP DIAGONAL COMMON @ 3 O.C. TRUSS TO TOP PLATE TO STUDS W/ (2) 16d COMMON OR a W BRACE TO BLOCKING W/ (6) 10d ROOF DECK W./ H2.5T, LINO 12d CC NAILS @ 16" O.C. X¢ t iz-ATC CONTINUOUS FROM CMU 2x4 SYP OUTRIGGER @ 24" O.C. a PIER TO TOP OF PORCH BEAM .. •; CLIP TO GABLE TOP CHORD W/ (1) H2.5T W/ (10) 8d x 1%" _,,��PER ARCH. WEATHER STRIPPING/STOP m I �— ❑ F9 'Li 24" LONG 2x4 NO. 2 SYP SCAB DRAWINGS GARAGE DOOR z I w Q z C� 'S Fy�1 GABLE TRUSS — — — — — — APPLIED TO GABLE VERTICAL CRIPPLE STUD AT EACH ------- -- -_- O :. OR BLOCKING BETWEEN �- END OF HEADER SILL w Wz W < Z./ TRUSS WEBS W/ 10d AT 3" O.C. z AS SHOWN -------------J z L �=o z 0 U o i 00 _` - U) Q 2x6 NO 2 SYP DIAGONAL BRACE 2x6 SYP OAL POST ATTACHED O N T. c PER ARCH. TO STU W/ (2) ROWS OF 3-%2' NOTE: i NO2 SPF HEADER SILL DRAWINGS GALV DE K SCREWS 12" O.C. IN LIEU OF SPECIFIED DECK SCREWS FOR ~ @ 2x6 NO 2 SYP DIAGONAL BRACE FASTEN (1) SIMPSON HGA10 BRACE GOAL POST ATTACHMENT, THE GARAGE U_ (SEE PLAN FOR LENGTH) CONNECTOR FROM TO EACH I DOOR SUPPLIER MAY SPECIFY A FASTENING ¢ • UP TO 8FT SINGLE 2x6 ONLY DIAGONAL BRACE TO GABLE „ MAX 36.5 R.O. ' GARAGE D R TRACK ATTACHED PATTERN OF THE GARAGE DOOR TRACK D >_O • UP TO 20 FT, 2x6 W/ 2x6 T -BRACE I VERTICAUSCAB ER MANUF WRITTEN DIRECTLY TO THE KING AND JACK STUDS, SPECIFICATIONS THROUGH THE GOAL POST. O • DBL 2x4 NO. 2 SYP FASTENED TO ❑ ❑ Oz OPTIONAL COUPLER FASTEN 2x6 NO.2 SYP INTERIOR FACE OF GABLE TRUSS F- �_- U RATED FOR MIN 3200 LB 'TFOR GABLE BRACE INSTALLATION -BRACE" TO DIAGONAL r — , cn cn GARAGE DOOR JAMB DETAIL w BRACE W/ 10d @ 3" O.C. ) I I ° ° I . J f m m X J LOCATE MEMBER OPPOSITE ❑ ❑ w " DRILL & EPDXY ---------------- 8'-0" ORAS SHOWN ON PLAN I LOWER ROOF DECK. s iz W/ MIN 12 EMBED 1 I • FASTEN 1 ST PLY OF 2x4 TO EACH I / / / / /\ � ( I GABLE VERTICAL MEMBER W/ (3) 10d \\/\\/ • FASTEN 2ND PLY TO 1ST PLY W/ 1 O @ s" O.C. J \\\\ 71 /\/ FASTEN (1) SIMPSON HGA10 BRACE CONNECTOR FROM L — — J \\\/\\. 1 \\ \ TO DIAGONAL BRACE TO GABLE VERTICAUSCAB ROOF DECK NAILER/BLOCKING I I I I \/\\1 FASTENED TO JACK W/ (3) 10d ��r �\\\I �\\ TOE -NAILS /\/ d I D /y ------- /\\ /\a • ° \/ ST UCTURAL GINEERING r \ //\ '� RE-MANUFACTURED,•;0� ACK TRUSS WSP HEADER DETAILSEF'•'', ELEVATION VIE No 7i 457 NOTE`. EXTERIOR OSB WALL COVERING SERVES AS •• HEADER OVER OPENING AS INDICATED ON PLAN SINGLE -STORY HOLLOW COLUMNAIL GABLE ANGLE BRACING DETAIL AT JACK RUSSES B4 r : S T 0 • B4 1) MAX. TRUSS SPACING = 24" O.C. )z, i O FRAMING DETAIL 2) OUTLOOKERS, BLOCKING &CLIPS MAY BE OMITTED FROM C VERHANG PORTION OF DETAIL FOR,'Q � NON -DROPPED GABLE TRUSSES W/ 12" OR LESS OVERHANGS. ir�� R •�` �� H F 3) L OR T BRACE VERTICAL REINFORCEMENT PER TRUSS ENG NEERING NOT SHOWN FOR CLARITY. GLENN LAYTON HOMES of P . . .7145 P.E. E. N N O. 7 1 457 07-20-201 7 U C v a) C (D B •(� o F= 7 8 Lc�L:2' S.0 Ncoa>28 y �c'3 a 'Cca) U RN� oi� p > o-0oc OLS 00 Q o.Qp _ as C LD (U C$ U U� ao3.a ; L Tp a o O •n � 0'u; O^ 3 0 CL U O U El dS Ep�- a O i5 E 2 a�� 2 E N m 2 E 39 y,a��Eo o a�nEa�o O co, -0 0� .4 U U �.O:-1. ma U) W w z W � V OJ Q ♦♦^^ V ) z Vr^ w W 06 t Building Dept: 11.,1 C) ZJ (D w Q z c O .N Ur^) vJ N Wz W < Z./ L �=o z 0 U o _r 00 m - U) Q N N T. c U V)_ 1.1..I O 04 Plan #: K1592 Job #: 17-1045 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 4" CONCRETE SLAB W/ e 6x6 W1.4 x W1.4 WWF — — — — — — — —p 8" MIN OR FIBERMESH AL 0'-0" A.F.F. 28" MAX VARIES \\ \ \ VAPOR BARRIER / t\ �� \ \ \ // , o ,12 MIN./ /\/ / FOOTING TO BEAR ON 6 OPT. EXTENSION IN BRICK FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN VAPOR 12" UNDER 1 STORY WALL 12" UNDER 1 STORY WALL BARRIER WITH (2)#4 OR (2)#5 CONT ADDITIONAL NO. 4 OR NO. 5 WITH (2)#4 OR (2#5 CONT 16" UNDER 2. STORY WALL BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL WITH (3)#4 OR (2)#5 CONT WITH (3)#4 OR (2)#5 CONT 0:?oNOL'TH'CFOOTING SECTION GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN V-0" VERTICALLY PER T-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF EOR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF 0'-0" A.F.F. OR FIBER MESH (BEYOND) U -BLOCK W/ — 8" CMU CHAIR BLOCK W/ 4 FLOATING CONCRETE N TOP OF SLAB oL (1) #5 CONT. SLAB W/ 6x6 W1.4xW1.4(1) #5 CONT WWFcn VF OR FIBERMESH . ; ?co --------------- 'z w s Ir U' (0 1 so — - s— ',,—.-0- FINISH p \/\ r O GRADE / 0; VAPOR BARRIER #4 OR #5 VERT REINFORCING • / / / #4 OR #5 VERT REINFORCING UP TO 3 COURSES. 72 O.C. �\ \\ I \\ \\ 4 TO 5 COURSES. 48 O.C, UP TO 3 COURSES: 72 O.C. \ \\ \\ 4 TO 5 COURSES: 48" O.C. \ Q l \ • I \ ADDITIONAL #4 OR #5 IN \ FOOTING TO BEAR ON FIRM FOOTING TO BEAR ON FIRM E BRICK LED ADDITIONAL #4 OR #5 C G UNDISTURBED SOIL UNDISTURBED SOIL IN BRICK LEDGE P RI LEDGE REINFORCEMENT TO OPT CK LE G B -: VERT VERTICAL REINFORCEMENT 4 NOTED ON FND PLAN TO HAVE 6" BEND AT BOTTOM HAVE 6" BEND @ BOTTOM N OPT BRICK LEDGE NOTED ON FND PLAN. CAST -IN-PLACE FOOTING SPECS CAST -IN-PLACE FOOTING SPECS NT OR 2 #5 CONT fi-STORY: 8 x 16 W/ 2 #4 OR 2 #5 CO 1 -STORY. 8 x 16 W/(2) #� O O O 2 -STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT 2 -STORY: 10 x 20" W/(3) #4 OR (2) #5 CONT CMU STEMWALL SECTION CMU STEMWALL SECTION 2 7 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL PARTICULARLY WHEN IT IS OVER 4 FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 I COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2.S CREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. ANCHORS MUST BE USED 1N STEMWALL FOUNDATIONS. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. (2) #4 OR (2) #5 CONTINUOUS 6x6 - W1.4x W1.4 WWF OR FIBERMESH DRIVEWAY SLAB OR , A v —_--_ /__4 ------- PAVERS, SEE ARCH SLAB W/ THICKENED --a--- a ---a-------- v a a EDGE PER 'PLAN \\/\ a •a �` p o / VAPOR BARRIER BEARING WALL FOOTING SECTION ��/j\\/j\\//\ a ✓j�\ � \��j��/j STEMWALL BEYOND AND CONCRETE FTG SEE PLAN 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH GARAGE ENTRY CMU STEMWALL SECTION 0'-0" A.F.F.9 ARE SHOULD EXERCISED BY CONTRACTOR WHEN BACK 1. SPECIAL C D BE R E .CIS D VARIES FILLING BEHIND STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS //\ a — MAY BE OBTAINED FROM THE ENGINEER OF RECORD. \ \ \ 8" MIN2. SCREW IN ANCHORS ALL N HORS WED IN MONOLITHIC FOOTINGS ONLY: O EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. 8"x8" THICKENED 8.. FTG AT STEP-DOWN, VAPOR BARRIER SEE PLAN CURB STEP SECTION 4 6.. 4 CONCRETE SLAB NO 4 OR NO 5 @ 18" O.C. W/ 6x6 W1.4 x W1.4 W/ 9"BEND @ BOTTOM' WWFO R FIBERMESH VARIES „ 8 MIN a 28" MAX 12 MIN\//\//\//\� VAPOR BARRIER / 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN 12" UNDER 1 STORY WALL WITH (2)#4 OR (2)#5 CONT ADDITIONAL NO. 4 OR NO. 5 BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL WITH (3)#4 OR (2)#5 CONT F GARAGE EXT WALL CURB SECTION V IF GROUND AJDJACENT TO FTG SLOPES DOWN AND AWAY FIR,OM STRUCTURE STEEPER THAN V-0" VERTICALLY PER 3'-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: - 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF EOR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING U v _C C STRU TURAL E INEERING aogooE-6u a� O =fla>oo a .00 �cm ci N o.��p o i•H o.�°�� `��rr►rrr�� t B A4 L a�� _•� 3 oov 2 o /� oma=¢ .i.f 7 Q 6.2 j •.........• t �'•-\GENS-��i �L a°w.°ac�v :. N'o 7145 '• w LU z 0 0 �?3 '. STAT F 4✓ 1 O . , W ,• 0 U ��'�•• pP: Nis`` GLdNN LHOMES g P. E. P. P.E.IV0.7,457 w 07-20-2017 =i o rn 1 1 Building Dept: W M w zJ w J J W z z 0 0 Y U) N W Z J LL Q N 0 I w w U) p rL Z V o -_ O O cy m � VJ O 1 U-) ''^ Q LO Y d c 0Q � z O OU-) J N D D U) Plan #: K1592 Job #: 17-1045 I- LO L r O z w m - w LU 0 z LU 0 LL z O y 0 ane � O Q W 0 O O z U w F- W a m w z O w z D O L ¢ T) 0 0 z 0 w H w w IN% ff U v _C C STRU TURAL E INEERING aogooE-6u a� O =fla>oo a .00 �cm ci N o.��p o i•H o.�°�� `��rr►rrr�� t B A4 L a�� _•� 3 oov 2 o /� oma=¢ .i.f 7 Q 6.2 j •.........• t �'•-\GENS-��i �L a°w.°ac�v :. N'o 7145 '• w LU z 0 �?3 '. STAT F 4✓ 1 O . , W ,• 0 U ��'�•• pP: Nis`` GLdNN LHOMES g P. E. P. P.E.IV0.7,457 w 07-20-2017 06 U v _C C a ti o W 0 aogooE-6u a� O =fla>oo a .00 �cm ci N o.��p o i•H o.�°�� a = a� a �o�o oa oL°a = E o O a 3 S O ' 2 O U. •�I V E'0 V L a�� _•� 3 oov 2 o /� oma=¢ .i.f 7 Q 6.2 j E, m-0 � a N 0 0 3: O �'o°,'5Eo o a CH5(D ©�C°�� L a°w.°ac�v U) r C/) V/' w LU z 0 w 0 U O _' /// Z w w 06 1 1 Building Dept: W zJ N W z 0 0 U) N W Z J LL Q w p rL Z V o -_ O O cy m � VJ 1 U-) ''^ Q LO c 0Q � O V)W OU-) J N D Plan #: K1592 Job #: 17-1045 NOTE: ALTHOUGH EVERY EFFORT HAS BEEN TAKEN TO PREPARE THESE DRAWINGS TO COMPLY WITH LOCAL BUILDING CODES, CONTINUOUS CODE CHANGES MAY REQUIRE ADDITIONAL DRAWINGS, ENGINEERING SERVICES, AND OR CHANGES t0 THESE DRAWINGS TO MEET I ENG ROOF TRUSSES PER MANUFACTURER GALVALUME METAL ROOF PEEL 4 STICK ROOF SHEATHING 12 3 t2'-6" OVER -HANG — HURRICANE ANCHOR ATEA HM MEMBER E BER VINYL PER ENG'S DETAILS CEILING -- GALV EAVE DRIP 2x4 TRIM I IN ROOF CEMENT W/ PEEL 4 STICK WALL SHEATHING I LAPPED OVER I _�'' HARDI-LAP SIDING 1x2 FU RRING ENG BEAM I 2x6 FASCIA WRAPPED W/ ALUMINUM - 1x8 TRIM VENTED -VINYL SOFFIT cp Q 1x8 TRIM OVER 314 FURRING WALL SHEATHING W/ E G HOUSE -WRAP OVER 2x4 FRIEZE 1x6 TRIM Ix2 TRIM OVER Ix4 TRIM _ Ix2 TRIM 3: 0 8x8 COLUMN SLOPE FOR DRAINAGE 1/4" / 1'-0" 4" CONC .SLAB.. 211 2" FORMED EDGE Ix6 BASE TRIM STUCCO FINISH OVER FOUNDATION WA LL III 1 III III —ill -1 I I_I 11=111-1 I ° a. .6" GONG BLOCK I=III=I1 STUCCO SCREED FOUNDATION WALL aii FINISHED GRADE PER ENG'S DETAILS — I, =rl 1_1111=1 I a ,u VERTICAL RODS PER END'S DETAILS l I I—III—III 4 o a 4 III—III-1 I_I -1 1=I 11=1 ;ii CONC FOOTING W/ -1 I-1 1I 40° ' 't�=0 AI ITI I I: RODS CONT PER ENG'S DETAILS I71 1=I I I ,111=111=I I I=111=I I I I I I- _III -1 I I—I 11=1 I I-1 5ACK FORCH SECTION- K3N CODE COMPLIANCE. POSSESSION OF THESE PLANS ACKNOWLEDGES THAT THE ,PURCHASER HAS BEEN INFORMED OF THIS INFORMATION AND ASSUMES THE RESPONSIBILITY t0 PROVIDE ALL ADDITIONAL REQUIREMENTS OF LOCAL BUILDING OFFICIALS TO MEET COMPLIANCE. GALVALU E METAL ROOF ------ 1'-6" OYER -HANG I PEEL 4 STICK — HURRICANE ANCHOR AT EACH MEMBER ROOF SHEATHING PER ENG'S DETAILS i ENC: ROOF: TRUSSES 2x6 LOOKOUTS i PER MANUFACTURER m 24" O.C. GALV EAVE DRIP IN ROOF CEMENT W/ PEEL 4 STICK 1 LAPPED OVER 1x2 FURRING I 2x6 FASCIA WRAPPED W/ ALUMINUM COMMUNITY DEVELOPMENT VINYL SOFFIT ` APPROVED I i 2x4 FRIEZE HARDI-SHAKE SIDING , I GALV FLASHINGHOUSE - WRAP 4 COUNTER WALL SHEATHING I FLASHING OVER PEEL 4 STICK W/ HOUSE -WRAP ! ENG ROOF TRUSSES j ENG ROOF TRUSSES LAPPED OVER ti PER MANUFACTURER PER MANUFACTURER fl 12 GALVALUME METAL ROOF 12 GALVALUME METAL ROOF -I PEEL 4 STICK PEEL 4 STICK R-33 BLOWN INSULATION — ROOF SHEATHING — ROOF SHEATHING ` 8/17/2017 ---~- --- - �� R-33 BLOWN ........ ... .. ...:.•.:: 2 0 INSULATION 21-011 3 -- 2 -0 OVER -HANG ---- ------ 2'-V OYER -HANG N T •.: E D OF RUSS TAIL HURRICANE ANCHOR •.•.•....'... AT EACH MEMBER AT EACH MEMBER PER END'S DETAILS PER ENG'S DETAILS I � VINYL CEILING 2x4 TRIM ., (2) 2x6 TOP iE GALV EAVE DRIP (2) 2x6 TOP iE GALV EAVE DRIP 2x4 TRIM _ WALL SHEATHING IN ROOF CEMENT IN ROOF CEMENT 1/2" G.W,B. W/ PEEL 4 STICK 1/2" G.W.B. I W/ PEEL 4 STICK (WALLS 4 CEILING) I `" HARDI-LAP SIDING LAPPED OVER (WALLS 4 CEILING) - LAPPED OVER I �II I ENG BEAM Ix2 FURRING HEADER FRAMING 1x2 FURRING PER ENG'S DETAILS j Ix8 TRIM 2x6 FASCIA WRAPPED 2x6 FASCIA WRAPPED W/ ALUMINUM INTERIOR TRIM W/ ALUMINUM PER BUILDER - VENTED VINYL SOFFIT '_•.µ-.. VENTED VINYL SOFFIT 1x8 TRIM OVER 4" FURRING � v _. _ _ _, _ 3/ RR WALL SHEATHING ,W/ 2x4 FRIEZE It HOUSE _WRAF OVER '.. I I 5/4"x6 WINDOW TRIM I 2x4 FRIEZE I HARDI-LAP SIDING 'I Ix6 TRIM WINDOW UNIT PER HOUSE- WRAP MANUFACTURER'S SPE S 1x2 TRIM OVER , WALL SHEATHING 1x4 TRIM Ix2 TRIM IN , - I I i 2x6 STUDS (SPACING I 2x(o SCUDS (SPACING PER BUILDING CODE)5/4" 4 TRIM DING CODE) x PER BUIL I CONTINUOUS RIGID CONTINUOUS RIGID CONNECTOR PER CONNECTOR PER END'S DETAILSI ENG'S DETAILS 8x8 COLUMN f R-19 INSULATION 2x4 P.T. TOP RAIL R-19 INSULATION I HARDI-LAP SIDING 2x6 P.T. SOLE IE 2x6 P.T. SOLE lE I HOUSE -WRAP lx4 P.T. EACH SIDE I BASE TRIM TO BE GALV FLASHING 2x2 P.T. BALUSTERS BASE TRIM TO BE WALL SHEATHINGDETERMINED W/ HOUSE -WRAP DETERMINED 5" O.C. VERTICAL DETERMINED I LAPPED OVER 4 CONC SLAB W/ 4" CONC SLAB W/ 6x6 10/10 W.W.M. Ix4 TRIM OVER 6x6 10/10 W.W.M. f ON 6 MIL VISQUENE Ix4 P.T. NAILER SLOPE FOR ON 6 MIL VISQUENE OVER GLEAN, WELL DRAINAGE OVER CLEAN, WELL I COMPACTED, TERMITE EXPANSION JOINT_ 2„ GALV LASH COMPACTED, TERMITEI TREATED FILL 1/4" I' FLASHING NG /-0" 2" FORMED EDGE TREATED FILL I ti 1x4/ HOUSE -WRAP �� 4 CONC SLAB <v P.T.P.t EACH SIDE LAPPED OVER 1I1—=__III—_ IIIIII—=11 1I I1_—III—S- I1I1 II I apu,i1,i I I---� I1_ ( _-' �n � 51x 8 CTRIM FONV1E5HR —77 1-7,17 1x6 BASE TRIM a 1x6 P.T. NAILERrr 7 =7r_— a Tr�r�r-=r� FouND-IISTUCCO FINISH OVER —I j ATION WALL FOUNDATION W A oL V L III—I Ip 8 CONC BLOCK = STUCCO SCREED CONC BLO8� CONC III= STUCCO SCREED FOUNDATION WALL FOUNDATIOLLFOUNDATION WAFINISHED GRADE ENG'S DETAILS i — PEEND'DETAILS 411FINISHED GRADEPER ENG S DETAILS E R II ; '. II VERTICAL RODS — — —� VERTICAL RODS = _ —i III—I _III—I1 I II' III -1 I I-1 11—R L I I_I I1 VERTICAL RODS PER ENG'S DETAILS I _ , _ = PER END'S DETAILS I'. PER END'S DETAILS I f —III — — d I� I I I I II III 'III _ — � II - . =1 I I=1 I-1 11 1 I I a JI I1=1 I =1 I I-- 1 =� I= ° IMET4 — -- -- III I I I I=1 I I1=1 I I=1 11=1 11=1 11= -- a al a __-_ __ _-- -- — -- I —1 i I-1 i _ I 11-1 I I_I I I-1 I I_I 1=1 1- I_III_I I I I I lull I. -1 11=111 ,I' 111' I I I I I_ — — =1 I=1 u II d °... d:° .4.—I-1 I-1 I II I d d. _ I—I a _ CONI FOOTING W I_-1 I 1=111 I� ° 4 _ all p, CONC FOOTING W/ _111= d CONC FOOTING I— I =111 I I RODS CONI PER I = ,0 ° a n ° G W/ _ �r_E=u 4 __ I III �ltI I1=1 I I= RODS CONT PER I— — � ti °. -- N s .��, a = _ —1 I II 4 e lL_`III—IIRODS coNT PER I E G DETAILS =11 I=111 I1 I I� ENG 5 DETAILS — 4 ' — ENG'S DETAILS I— I—III ° I I_ILI_ ------ I_I -1 I 1 1 11. -III -91=11—L _ 11-111-1 11-1.1:1=111=1.11=111=111- I I I- � I L III =I 11=� , 1=1 i= _ —III—I 11=1 11=1 1=III-1 FRONT F0R`C1'0`H SECTION 2 TYPICAL "ALL SECTION 1 SCALE: 3/4" _ V -Oil SCALE: 3/4 = V-0', NOTE r ALL STRUCTURAL GO PONENTS SHOWN MAY VARY DUE TO E INEERING REQUIREMENTS. SEE .`TTACHED ENGINEERING SPECS FbR ACTUAL COMPONENTS TO BE UED. GLENN LAYTO N HOMES U C U C H p 3.,.. C C, p. cS Q p .C. N U w C 3.= •0 occyU� c +r7 -V •Ci ; cn t NL O OrO.. U y+�" ao 0 �0o>w6 '• W C O O L 0'--6 c c a ID c �s C- ID -2:�.N0�CCLalEc ckj 0 :5DI L O y U nC 3 OC�j C MOd L C O c I p u�ni�vc,'ccci c 0 3 N �''O N H • 0��E� N ?0 O,CO- N•7CO E Y 05—.0150u 1999 Wells Np• N.p (aYr2w Y Road Orange Park, FL 32073 W uw z LU (' o V 0 Q z V ./ W a 0 W 46 cr Buildin 9 Dept: W N z J V LJ Q C O \Z.0 pp •� > '—^ v , a)� of ..� Llz J io W F- z C„) u- 04 II ^ 0 Q a � m d- CO Q LO U-) =F-1` 3 to LIJ 0 o _—ACV E— Plan #: K1592 Job #: 17-1045 SHEET NUMBER of: 7