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306 12th St 2015 New Home Plans zr s ■ ■ KEVIN M UL_ L, I CAN I r F 516 N� k".j INC c 904) �4 � -� �� ■ PROPOSED STORAGE AREA - SIDE YARD COVERAGE OF LOT EXFILTRATION = 1 ,060 S.F. x 2' DEPTH - EXISTING COVERAGE: x 30% = 636 CU. FT. LOT AREA: 16,752 S.F. TOTAL STORAGE = 636 CU. FT. BUILDING S.F. 2,388 S.F. DRIVEWAY: 2,038 S.F. NEW DETACHED MISC PADS,STOOPS,SHED: 185 S.F. STORAGE BUILDING TOTAL IMPERVIOUS: 4,611 S.F. % OF COVERAGE = 4,611 -- 16,752 = .28% ` x._ OUSEY RESIDENCE _ _830 29, 5 4 w x4_w ► 06 12th STREET 4ATLANTIC BEACH, FLORIDA OOL PROPOSED COVERAGE:B R NEW NEW L - FENCE - _ NEW I= LOT AREA, 1 52 S.F. w MNwm., RE DEVELOPMENT AREAS: 6 7 } FENCE ^ a � BUILDING S.F. 3,759 S,F. LOT 16,752 S.F. 6 DRIVEWAY STRIPS: 376 S.F. IE 20� FRONT WALKWAY (GRAVEL): ' 0 S.F. '__._._ A/C PAD: 36 S.F. 8= MPERVIOUS INCLUDES' GARAGE STOOPS: 44 S.F. RXISTING HOME, DRIVE, PADS, REAR TERRACE AND POOL: = 760 S.F. NEW POOL 16x 32 _ HED: } K_ 4,611 S.F. TOTAL IMPERVIOUS: 4,975 S.F. `- 4,611 S.F. _ .28 % % OF COVERAGE =4,975 -- 16,752 = .30% 'TOTAL IMPERVIOUS t tl_ 3 }- t NEW POOL DESCRIPTION AREA LOT AREA I} TERRACE' f P, bl (SQ. FT.) (SQ. FT.) ..C.. Wtd ..C.. ~' W _ l IMPERVIOUS 4,611 16,752 1 .00 0.28 O 4 e. A f j f 3 • 9 f ;- M PERVIOUS 12,141 16,752 0.20 0.14 RUNOFF CO. (C) = 0.42 CU J M ;. • l 3 3 ` 3 00 I ;I _ RE DEVELOPMENT RUNOFF VOLUME = 0.42 x 16,752 S.F. x 9.3 in. / 12 in. / ft m 3 i , S ......... ........ ..................... ' f i .._ .... , -:::::........... _.. .. . ___ - � � � 6 �- = 5,453 cu. ft. - .OVEN {I I ; } N M � J N ; NEW - IE E E f I ° L GATE CD t 3 ' PROPOSED _ - Ik 3 2 STORY 'O r I t }_ (� NEW ; F ; M 1= t HOME 4 f _ OST DEVELOPMENT AREAS: FENCE E ,. ' E i IF ;;;:;;:;... 16,752 S.F. I ............... . ' yl ............................ I f 3 al UILDING AREA 3,759 S.F. E [DRIVEWAY STRIPS, POOL, Q C ® el z 'TERRACE, PADS, STOOPS: 1 ,216 S.F. E . ..........- a: .. W •ate -,•.._. .:_..., . .. :: ,_ ,..,. ,.�.... _ -_- ,.- _ - GATE OTAL IMPERVIOUS - 4,975 U I DESCRIPTION AREA LOT AREA Z NOTE: ALL EXISTING STRUCTURES ON PROPERTY (SQ. FT.) (SQ. FT.) "C" Wtd "C" � I TO BE REMOVED, INCLUDING DRIVEWAYS IMPERVIOUS 4975 16,752 1'.00 0.30 3 3 ; ( f WALKWAYS AND FOUNDATIONS. PERVIOUS 11 ,777 16,752 0.20 0.14 GRAVEL ' RUNOFF CO. (C) = 0.44 U) WALKWAY I ...................... « Q 30' BRL OST DEVELOPMENT RUNOFF VOLUME = 0.44 x 16,752 S.F. x 9.3 in. / 12 in. / ft W \ ��7° = 5,712 cu. ft. NEW DRIVE DELTA VOLUME = 5,712_ 5,453 = 5 cu. . z' - . . - - _I STORMWATER STORAGE REQUIREMENTS N 730 44' 00"- E- 78.07 - N 71 9 53 E AREA /o IMPERVIOUS RUNOFF VOLUME � 11 .83' : PREDEVELOPMENT 16,752 s.f. 28 % 5,453 cu. ft. I OCT 10 2014 POST DEVELOPMENT 16,752 s.f. 30 % 5,712 cu. ft. By 12 T H S T R E E T STORAGE VOLUME REQUIRED: 259 cu. ft. STORAGE VOLUME PROVIDED: 636 cu. ft. No: DATE: REVISIONS: 1 2 4 NSW HOM F THF TOU5FY ' 5 ■ ■ AI�CHI�C-"UF, 51� PL-/,\N This drawing is an instrument of service and the 1 arch itectura �j��,� Ian property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall SP1 SCALE: 1" = 10'-0" be restricted to the original site for which it is pre- pared and publication thereof is expressly limited to such use. Job No: H-207 Sheet No: Date: 9/2�1201H Scale: 11 ' = 10'-0'' Drawn: U.M, r i Checked: ■ ■ KEVIN 1 M UL, L, I CAN PF15I6NFPj INC C 90-4) -7.4 5 7-74 e e PROPOSED STORAGE AREA - SIDE YARD - COVERAGE OF LOT EXFILTRATION = 1 ,060 S.F. x 2' DEPTH _ EXISTING COVERAGE: x 30% = 636 CU. FT. LOT AREA: 16,752 S.F. TOTAL STORAGE = 636 CU. FT. BUILDING S.F. : 2,388 S.F. NEW DETACHED ' DRIVEWAY: 2,038 S.F. , MISC PADS,STOOPS,SHED: 185 S.F. STORAGE BUILDING { \ TOTAL IMPERVIOUS: 4,611 S.F. a \ % OF COVERAGE = 4,611 -- 16,752 = .28% TOUSEY RESIDENCE - 830 29, 54" 306 12th STREET - I 119 74► ATLANTIC BEACH, FLORIDA -ac - u " PROPOSED COVERAGE: NEW - - -�_,_. L "'- ___ NEW I PRE DEVELOPMENT AREAS: LOT AREA: I; FENCE FENCE 16,752 S.F. LOT 16,752 S.F. `''� BUILDING S.F. : 3,759 S.F. DRIVEWAY STRIPS: 376 S.F. ;I FRONT WALKWAY (GRAVEL): 0 S.F. , 3 20 IMPERVIOUS INCLUDES r A/C PAD: 36 S.F. B -- GARAGE STOOPS 44 S.F. - NEW POOL E EXISTING HOME, DRIVE, PADS, x REAR TERRACE AND POOL: 760 S.F. k 161 x 321 � 'I SHED: 4,611 S Ft 7 TOTAL IMPERVIOUS: 4,975 S.F. k 1 TOTAL IMPERVIOUS 4,611 S.F. = .28 % % OF COVERAGE =4,975 -- 16,752 = .30% 1 cz I 1 3 NEW POOL ° DESCRIPTION AREA LOT AREAa TERRACE' (SQ. FT.) (SQ. FT.) IIC1, Wtd 11C11 x _z W - I ---------------- • ------ ---____-- I IMPERVIOUS 4,611 16,752 0.28 ;. ;I PERVIOUS 12,141 16,752 X0.20 0.14 N 1 _ 1 , RUNOFF CO. (C) 0.42 _ Ic� PRE DEVELOPMENT RUNOFF VOLUME = 0.42 x 16,752 S.F. x 9.3in. / 12 in. /-,ft II m . , -- _ _ V = 53 cu ft Y 00 . _ -- -- E � __ 5,4 a ........ I N ;k J NEW1 fl - GATE i PROPOSED - I; I ;I T� € 2 STORY 1 (� ; NEW HOME ;�- ti - ` POST DEVELOPMENT AREAS: 4 I� FENCE I .. I + _.._. E LOT 16,752 S.F. - ----- 1 ---------- ------ --- --------------------------------------- i -- --------- - cn V I y, BUILDING AREA 3,759 S.F. ,tea - - DRIVEWAY STRIPS, POOL, Z -- a 0 ® ;I TERRACE, PADS, STOOPS: 1 ,216 S.F. ="F` ._ 1 NEW - [ _ �___ I GATE TOTAL IMPERVIOUS 4,975 &F- '= .30 % O i E r � DESCRIPTION AREA LOT AREA _------- NOTE: ALL EXISTING STRUCTURES ON PROPERTY T' -`" ' Wtd C TO BE REMOVED,--INC,LLDING DRIVEWAYS IMPERVIOUS 4975 16,752 1.0, 0.30 _x _ -- --- _m WALKWAYS AND FOUNQATIONS. PERVIOUS 11 ,777 16,752 0,20 = 0.14 - ' GRAVEL i i RUNOFF CO. (C) - 0.44 _ WALKWAY �// _ __-___ -_...., ...._..__._____... ... . ............. ......_ .. 30 BRL POST DEVELOPMENT RUNOFF VOLUME = 0.44 x 16,752 S.F. x 9.3 in. / 12 In. % ft V = 5712 cu. ft. W 7° ' V �� - �s NEW '; 14, DRIVE DELTA VOLUME = 5,712 - 5,453 = 259 cu. ft. _ z } 7 s u : \� I ,� i, • � ` ° - k STORMWATER STORAGE REQUIREMENTS ° N 71 9 53 E _14 AREA % IMPPRVIOUS RUNOFF VOLUME N 73 44 00 E 78.07 ° 11 .83' ��` _. _. e 16,752 s.f. 28 %t ' 5,453 cu. ft. ` PREDEVELOPMENT POST DEVELOPMENT 16,752 s.f. rv30 % _ 5,712 cu. ft. - _ 1v2 T H S T R E E T STORAGE VOLUME REQUIRED: 259 cu. ft. STORAGE VOLUME PROVIDED: 636 cu. ft., .` F No: DATE: REVISIONS: } � z NSW HOMF, _HF Tou5ryl 5 AhCH I�C1-[JP,-Al- 51 -UhAl- SIS PLAN yy This drawing is an instrument of service and the 1 architectural 5i l�G' �� ' " property of Kevin E. Mullican. and shall SCALE: 1" - 10'-0" ; remain his property. The use of this drawing shall D C U L5 be restricted to the original site for which it is pre- SP1 - U pared and publication thereof is expressly limited to _A such use. 0 G T 2 9 2014 Job No: Sheet No: I�-207 ��, Date: 10/10/201 e Y Scale: I 1€ 101 OI I' z Drawn: d i ; Checked: _ y Y A/C #3 12'-0" ■ ■ ■ ■ KEVIN MULLICAN 19 , INC c9 BEACH XI 0 o 'w w - " STORAGE _ C BOG} -7.4 Gj r -74 coi 8' CLG p ■ ■ 0 _ c CD in PROPOSED SQUARE FOOTAGE i A/C 1 ST FLOOR = 1828 2'-8" 14'-4" A/C 2ND FLOOR = 1680 0 2'-0" 10'-0" 2'-4" TOTAL A/C = 3508 Cn PORCH: � I FIRST FLOOR = 758 20301CASE 20301CASE ! SECOND FLOOR = 256 GUEST = 365 c N i tO t i N POOL GARAGE = 576 STORAGE = 132 i GUEST _ = N N o o ROOM o �- TOTAL SQUARE FOOTAGE = 5595 SEAT 10' CLG ] 7 oi 0 M NOTE: BEDROOM TO HAVE AT N LEAST ONE WINDOW WITH A CLEAR EGRESS OPENING OF 5.7 SQ. FT, WITH CD MINIMUM DIMENSIONS OF 24" IN HEIGHT 00 00 _ AND 20" IN WIDTH. C° r N J, N 3 6"WA L2880 _ 4 LINEN 2080 - 2 ' POOL =7 =, N AS = I BATH Q POOL = _ 0 10' CLGco VEST a0 o N 10' CLG to 00 io "' S'-p" — \ W 8,"'D ANTIQUE BRICK BASE. CAP AND STEPS AT PORCH. C� IFLOOR TO BE PAINTED WOOD. -r_--2030 CA* 2030 FIXED ❑° 3080 FRENCH ° 10" SQUARE T7 i I; TEM i T I , COLUMNS. _ .. ° 21 011 11 011 21 811 4 I i 2' 011 2-4° I OO U ! I ' 3'-8" LIVING l 12'-0° s'-o° s,_p'l 11 -8" 14-4,1 I PARCH: I 6'-0" 6'-0° 1 '-011 10' CLG INK Q o ( -_ 1 s i0' _ is - Ii 9' 2" � _ SUM 3)3060 DH I KIT _ -0' 9'-2" 16"0". I 16'-0" _. I SEAT I t I f o = BREAKFAST _ 5:9' '-10 - - I -o ROOM - 7'-10 0 ' I 10' CLG M T ,,.: ' - L (2}3060 DH 12080 SLIDING F ENCH _- - -- _---- (2)3060 DH 4 ._.. :. ..... t- x- I EN 7153 r [.._` _ z _ _ }=p Q i I NOTE: 10 BEAMS TO BE EQUALLY SPACED BETWEEN FACE OF FIREPLACE AND V�/ET WALL OF KITCHEN 1 iCD, I s I I o o - - - - - - - - - ( CD N f LIVING I ! I I DINING I I 'I i KITCHEN Q N ; FP i= 10' CLG I { ( ) 10' CLG _Y 1 ' C1�z__ 6z (= I l i f f I I fA4� o f Ia 3 I I ( I NOTE: NEW STAIRS TO HAVE 7.325" RISERS! 1 I T ( 1 l (14615" DIVIDED BY 7.325=20 RISERS) i I l I 1 I PROVIDE NOSING OF NOT LESS THAN 3/47 1 I I ( AND NOT MORE THAN 11/4". ON DEMAND - - - - - `� PROVIDE MINIMUM 6'8" HEADROOM. I I I I ; WH ` WN I o; CONTINUOUS HANDRAIL TO BE NOT LESS E I I ( i I 1 THAN 34"AND NOT GREATER THAN 38" HIGH. = f ( I 1 s - (. 8';-0"1 PROVIDE CIRCULAR HANDRAIL WITH 1 1 i OUTSIDE DIAMETER OF AT LEAST 1 1/4" f -- Y 1 1 l 3611 i 3 A/C o O i I I 1 I AND NOT GREATER THAN 2". ( I I _ ' - -- - - - '.T �- - - - - - - J -- - -- ;- _ - L - - - -- -� -_PANT_ - L- - REF- -- -- cn #2 v ., - - - -- - -- - - WALL 11 1- 2sso - CAB -- - Do R PANTRY - - - - _ ! 6"WALL BOOKSEl POCKET 10' CLG o _ POCKET- CO 2880 LOWER P o Y Y m 9' eLG HALL N A/c o ' 1 o O p cn Q 10' CLU oo._. DER oo z #1 I m m o U 4'-0" 3 4" iNl 4'-0"ST 1 10'CLG N "t m v LIBRARY _,., -- - 02 __ .._. 2880 - `2880 - - o: O FOYER 03 OPEN 14 U F4 p s 0" 0 0 10' CLG ao 10' CLG 04 �, TO 13 - Z o� j co I 05 ABOVE 12 -m DROP �, 06 07 0 09 10 "' PO�JVDER 10' cLG _ - - - - - - - � 11 = O Q 1 10'C LG' w Ln r` 0 O _j Q co o m 9. 0., 5,-4„ m EO U)_ rn o v 060 H 3080 SOL M `` o I cn N ' COR 3080 FRENCH S AT 2020 FIXED 11880 i 3080 I8 SEAT: HEIGHT AT I i $ 58.5"A.F. 8x7.325 0 4'-0"� 4' 0' +2 p i - I SI No: DATE: I ;LINT i LI T N REVISIONS: -(2)3060�DH ENS YI i ! I !2020 !1 X --- - - +1.0 +1.5 1.0+0.5 PORCH TQM ED 5 _. _ ( C 1 ' 1 1 10 CLG ! j I I ! o _ +0• 4'-6" 4'-6" i 31-6' 1''10.'' 3-6� ;2'-8" i (2 8 1 -411 4' 0 I �4 p" i 0 i 2 o 3 9'-0" ( ' - 15 6' . I 0 4 `v I ( tlI 1 10" SQUARE 01 co iv COLUMNS. ° ! t ANTIQUE BRICK BASE, CA AND STEPS AT PORCH. NFIW H FLOOR TO BE PAINTED .: � GARAGE � i WOOD. I. Oh _ 10' CLG ; 8'-2" 7'-8" 8-2 N = ; I o F, TO5F, Y ' 5 8161r24'-0111 12' 0" oI' 24'-0" i 2; o: 3 CO. i �LOOr� Q I _ i PL-AN I I I This drawing is an instrument of service and the I property of Kevin E. Mullican. and shall I remain his property. The use of this drawing shall f I be restricted to the original site for which it is pre- ` fir5t f pared and publication thereof is expressly limited to such use. 0 9080 OD I Al SCALE: 1/4"= 1'-0" Job No: Sheat No: N I i H-101 =; I Date: 10/ 10/201 9080 OD Scale: 1/ =I'-O" 6'-0" 6'-0" 6'-0" 61 011 �44 Al Drawn: UM ;12'-0" 12'-0' Checked: ■ ■ i r. fMUL- L- ICAN 9OGI �� 5 — ��I 'I PROPOSED SQUARE FOOTAGE I , l -- A/C 1 ST FLOOR = 1828 Ii , A/C 2ND FLOOR = 1680 v TOTAL A/C = 3508 PORCH: FIRST FLOOR = 758 L :. ry SECOND FLOOR = 256 i _ _ ! GUEST = 365 GARAGE = 576 - STORAGE = 132 i t l 4 9:. Ij �t t ( TOTAL SQUARE FO OTAGE = 5595 1 IEE' ill - I I , 1....... .. ......... 1 ._ I ' `m ( ( 1 I I � ' I r ( l _ I r -6" (( a5�'0 1 4'-0tt 10'-9" 16'-6. I 23'-9" I + .� : r . t 1 "SQUARE , ° + •"COL U M N S. ! " 16'-0" ! , ! � � i � � i+ 16';'0 t �, a t t' � , � 11 9. 12'-0., j i it I i i I 6'-0 6 0 I. I ; ! � ' I � it ' UPPER ; I SCREEN D i I I 1 DECK I I i I N I SLEEPI G I � I I t� zo ra POR i � � 2030 CASE II I I •10 C OI , " MASTER I 4'-9° ;6'-10" I j I I j I 1 I : . , - ,_� CLOSET "' 11 l i i 4-5 I 5'�7"! ? 6 ,4' 4 5 5-10.. 2,-0" .: j I ( 10 CLG 1 (!! I I r I , 3060 D�[ _ _� I 4 (2 30 QIDH i I i TEM i [ T F I �' r50805LIDIN F�?F��h (2)3060IDH :„. 30 OIDH I 2480 P CKET _ T _ r ; w aoo N O 0 13'-8" g..` 16'-2" I o 6'-5" 14'- r N , co #x ao I I cV ': M BEDROOM #2 BATHMASTER #2 CAB 10' CLG 1 _ - 10 'CLG' ' O -� 10' CLG NOTE: BEDROOM TO HAVE AT PLAYROOM a NOTE °BEDROOM TO HAVE T O LEAST ONE WIND DW WITH A CLEAR LEAST ONE WINDOW WITH ACLEAR o N EGRESS OPENING OF 5.7 SQ. FT,WITH �'CLG r MINIMUM DIMENSIONS OF 24" IN HEIGHT TV EGRESS OPENING OF 5.7 S . FT, WITH MINIMUM DIMENSIONS OF 2 " IN HEIGHT AND 20" IN WIDTH. " AND 20" IN WIDTH. NOTE:- 'NEW STAIRS TO HAVE 7.325" RISERS. 6 5" DIVIDED IDED BY 7.325 20 RISERS) PROVIDE NOSING OF NOT LESS THAN 3/4" _ STO #1 AND NOT MORE THAN 1 1/4". 10'CLG ; CAB O - - - - - N = ? PROVIDE MINIMUM 6'8" HEADROOM. C) (2)2080 _ 3080 2480 PbCKET CLO #2 ch O .... ._._....._ ..._ __ CONTINUOUS HANDRAIL TO BE NOT LESS (o "'I 10'CLG `� o "' THAN 34"AND NOT GREATER THAN 38" HIGH. STO #219 `' 2 10' CLG N PROVIDE CIRCULAR HANDRAIL WITH 7'-4" 2'-4 4'-0" N 7'-4 4'-1" 4 7" N 4'-0" 7'-2" 4'-6"0 OUTSIDE DIAMETER OF AT LEAST 1 1/4" - - " o AND NOT GREATER THAN 2 LO 2'4' TEMP O w 1 I 2880 I 6080 C.O. I 1 I GLASS DOOR CO 20 o vwi 1 1g 3080 1 I 42" HIGH 1 : b� TWIN x �. SOLID Y HALF WALL N 00 - Q CLO #3 N j BED 18 CORE X WITH TEMP a - a 10' CLG17 17 GLASS ABOVE = N (21,3C50 FIXED WTEMP 16 = _ CD - °' _ --- -- - - 02 15 1 LAUNDRY - MASTER . . - — V _ a 3 PEN 14 - � � 10' CLG Y BATH o ° I 13 o Wl 10' CLG' OWEX`TR •v M Q BEDROOM #3 04 13ELow 12 =1 i 4'X 6' 05 fir, o 10' CLG = z I I— I X m. O i 06 07 08 09 10 co 11 z ( D I - BATH #3 = 1 I w _ CY)C) � w NOTE: BEDROOM TO HAVE AT r I z J - o o 10' CLG N LEAST ONE WINDOW WITH A CLEAR w w o ih EGRESS OPENING OF 5.7 SQ. FT,WITH 0 3050�H o MINIMUM DIMENSIONS OF 24" IN HEIGHT i� I � j AND 20" IN WIDTH. 1 — 2030 CASE , o I ' SEAT = (2)3050 H No: DATE: REVISIONS: N _ TEMP t I TEMP I A' I ; a I 3060 DH 3060 H I ;')060 DH _ Al � I I J 3 I I 1 i ■ 1 ■ T ' i I a � I I � NFW NOME l 1 4'-4" 4'-2" 4'-0" 8'-0" 4'-4" 3'-8"xi 4'-0" 4'-0" 4'-0" I 6'-0" 6'-0" ; ' a 16'-4" l 8'-6" I 36'-6" 8'-0" -1 12'-0" � ' f LAN 56-6 hd an prioperty drawing Kevin Instrument E mMullican. andnd the shall I : remain his property. The use of this drawing shall I be restricted to the original site for which it Is pre— I 1 5G C0�1floor pared and publication thereof is expressly limited to f - such use. I _ SCALE. 1/4 = 1'-0" Job No: �,�0� Sheet No: .. ... A2 - ._ l e Date: 10/ 10/201 d 1 Scale: Drawn: Checked: , ■ ■ ■ NEWS ■ . KF V I N F , M UL- L, I CAN P F516N[� P-1,, INC , DECORATIVE VENT. ( 9 O4) -74 � - �2_ �-7,q ,______� ■ IN 30 YEAR ARCHITECTURAL SHINGLES OVER PEEL AND STICK UNDERLAYMENT ON 7/16"OSB SHEATHING (OR PER ENGINEERING)ON PRE MANUFACTURED ROOF TRUSSES. CONTINUOUS ALUMINUM EAVE DRIP ON 11, !1 , CONTINUOUS P.T. 1"x 4" NOSING ! OVER CONTINUOUS P.T. 2"x 8". 12 1, 1 . I 1, I 111i !M I- [If .1- 6 ; j 1 it 1 i r CEDAR SHAKES ON , -1 L i i I I, i , ZIP WALL SHEATHING ON 10'-0" PLATE -II�ii II IJ �.I I 1 1. ,�� 11 :I,�: ( i c L I II 1 III II 11 IiI 211 x 6" STUDS @ 16" O.C.. l 1,, 1 t ( l [ III: II 1 -...L,.!`-ii t �'- it I, , .' :i�l ��', 1 I ,: TOP OF WINDOW I . 11 l_ 1. l 2'SQUARE C P ,:. 1 1-I, 11 I ,: i; U OLA I:' illi I 1 I_Il J 1 II " 1 l— ! I 111,1., 111;i 1.1 , _..i, _i.. _ , , , I i I 1111 1111_ ,1. . i I' , _ -1- i I L. I! I 0 1 1.111 i II :: ,; is _ Il .. !. (, � — o !: 1; i l 1 _ _. .. ,, I ....., I:...: :, - ,;i- 11 Ili, _L 11 t 0 , , . . ., 1 ,1 I „ 1i_L ALUMINUM DRIP ON l '111,1 1 ! ( 1"x2" ONC 1 T , 11 11, .1111ili�I,Jii �ll ii , li I ) ( 1. N . j I� HARDI BOARD CROWN O L_1, l .I I I I i HARDI BOARD 1"x 8"TRIM BOARD. N lEl I) �1 C`') 1111 1 ! I. , �i , ' ; I. :, I' ,. iIi II II .. -1111 ,. ii i1 ;: . .,, ) 111 !, '! ) 11 ' �I ) lilt ! I SECOND FLOOR L, 12 1 I I i, �1 .' I1 i I 1 I" ,._k , 'i 1 'I, 6i I. 10-0 PLATE , 11. (l ( , _, 1 1 55f��__,_ „ . �', , � Ii ir, I I ,'i � , 11 !I �;�il; i til 11 �I i �. , 1 �I I � i i , 11 I I I . 1. 10' 0" PLATE I, li TOP OF WINDOW li _ l 0. 11 1: " PLATE ,,i 11.11: I , ij ! I I: _� I 1 11 .. 1 : .. ,., 1,_111.. :: !; _ 11.11 :. ,. : I : I ,_ . u is I : , .i. I 1: o I . l L_: ,, n :: o i 1, . 1 : 1 „ :. r = i I i :: ...__L :: 1111 .1 :-; :: .. L... .. .. I, 1111, 1 :. .. .. .I .. ...,_111.1. ,.,_.t__. i.: _ O I , ,, OO ., ., 1111 .I I, ., I, . :I __... : .: I. : : — .. :: .. I .. .', i I', :: .. .. .. :. : ,. -: .. _.L. _ .. :: : .. :: .: — „ ) . - .. I__, ,.....::. is .: :i . „ : L_ , , L I rn : .. .. I .. .. .. -. _.i : : . l .. ,: ! "1111 1111: :.... .. . : : 1! I — I. .. :: :. . . _. 1111_.. ! . . ,_J.,, .. 1,, .I L_ __ l. ._. ., .. _,,_" _. 1 I .i I-I.,. I:. ,.. .. is ,. . - J_L , 1 I I I_ i .. li I .. I. ., -�. .. .. ',L._. :,.—. 1,111_. .. ; I ,: .. : :_.. f ,. t 111!1 Ii .I i; U : ,, : ,. :;':. .i.. .. :. ,1111 I. . : -i I . .. .. .: :: � ,. .,1111 � i :. .. ,, ,. � i. ,': , - ..u. :: ,: 1111.,! :_I , : FIRST FLO1.OR I : OR , , i. _. ., . ;I 11 . .. :: .. � , , ,.;. 1111_., 1_111 ., _I ,'''. I , I. ,: .. , I� ,i is I , . ...,.I I ,I 1 '''_, ;1'111 i.t.i.;k 1111 .. : i,. : I 1 I 1 I -... I .. .. o : I I_: _-- 1111__ , .._.-1111 , FIRST ST FLOOR . ( 1 I C_..:....... - I li N - —,:, --, _ 111_1.— ...._L...—. _.. : I I i I .I FINI ...., I SH GRADE -_ : , I -,_ � .- GARAGE - 1 _ ..._, _ . _L. 1111 .. I'll .. _ ., : 1111 ..... = o a FLOOR _ J ! i i'' ' FINISH GRADE N PAINTED HARDI TRIM ON - ZIP WALL SHEATHING ON DECORATIVE WOOD 2"x 6" STUDS @ 16" O.C,. BRACKETS. 10" SQUARE COMPOSITE COLUMN. BRICK VENEER PROVIDE VENTS AS REQUIRED OVER 8" C.M.U. IN PORCH FOUNDATION WALLS. �Or�l _ elevation BRICK STEPS BETWEEN ri_,� In V BRICK PIERS. A3 SCALE: 1/4"= 1'-0" CEDAR SHAKES ON ZIP WALL SHEATHING ON 2"x 6" STUDS @ 16" O.C.. BRICK VENEER 11OVER 8" C.M.U. �`�:_ i _, >' _ a , ._. rte.: - .. - { I 1 30 YEAR ARCHITECTURAL SHINGLES OVER PEEL AND STICK UNDERLAYMENT ON 7/16"OSB SHEATHING (OR PER ENGINEERING) ON PRE MANUFACTURED ROOF TRUSSES. CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1"x 4" NOSING a -. OVER CONTINUOUS P.T. 2"x 8". - 11 i I 11 1 � 1' 12 ;I I 1 I _i i H k_I ALUMINUM DRIP ON I i_ I1. N I ,I I :: ; RDI BOARD 1"x 8"RIIM BO RD. it 10'-0" PLATE .1 III ' l Ij. HA '.f -1 . . .i I ., 1 I TOP OF WINDOW1. __.__ HAKES ON - t . ; CEDAR S r4 i ZIP WALL SHEATHING ON 2"x 6" STUDS @ 16" O.C.. i u ' r_ , { : 1, . ........,. :_. 1 (_ i! '.: 1`11.1. , :'il i :I I - i 1 ,. -I__,.-. ,, i 1 I 30 YEAR ARCHITECTURAL SH i i i OVER w - PE 1 I I o _, i I ' j EL AND STICK UNDERLAYMENT ON ED i 4 , ; 7/16" OSB SHEATHING k: . „ , . :.II r Ii (OR PER ENGINEERING)ON 1 i. . ,' ! PRE MANUFACTURED RO bo0 ;.i 11_. I OF TRUSSES. l `' ,; 1';' ! 1 RAILING PER CODE. ---CONTINUOUS IP ON N „ ONTI i Cl) _ I Ii_ C NUOUS P.T.ALUMINUM x 4N0 INGEAVE R VER CONTINUOUS P T 2 x81 . °O SECOND FLOOR _ ., . 12 � I j . . I. l :: i, ;i 1 I ; .-! k I. . . qq —�6 N i , : . I: i i_. „ 10 0 PLATE i i I :, ! 1 i i i: i'' :'. .`:I' ' ' .. n .. i 1. _ 1. _ .: i. - -i .: :: I I .: 1 I k kI . _._1 11 o. DATE: 10' 0" PLATE TOP OF WINDOW11 ii _.. N REVISIONS: l .. I I I' :i i , I .. ,i %, . : 1. ALUMINUM DRIP 1 i. .. 1 ON 1 . _ ' . i I :..,. I _.: . I I . I 11 _. I! H,111,1 . I -,, HARDI BOARD 1"x 2" ON CR N i I. ! i HARDI BOARD 1 x 8 : "TRIM BO WN I. I - ! BOARD. : I I . o : i i . I I i i .1 I: .! :I 11 i , : 2 I 3 ED i I 1 ,.. i : = Eo 1 . i it o : :f 1 I '' :i I 11 71. CED : , f 13 I, . 1111.. ,1111. AR AKES I: ZIP WALL HSHEATHING OON IL , 2 x 6 STUD @ 6 O C ■ I . � L S 1 1 . : z : . ; , , 'I , , BRI .: CK VENEER :l : FIRST FLOOR i (_ ._,._ : ,�, . , i f OVER 8" C.M.U. NF-- WHomr, 11 : iµ ..__. _ I . , FIRST FLOOR NJ., �M.,.: -'--... 1111 1111._I . _ -. FINISH GRADE . r I I . - F 0 �P1, - . -: i:.: o . N FINISH GRADE PAINTED HARDI TRIM ON - I — — . . 1 : I - VdF -r0U5F,Y " 5 ZIP WALL SHEATHING ON 2"x 6" STUDS @ 16" O.C.. ° ■ 10" SQUARE COMPOSITE COLUMN. 3 CEDAR SHAKES ON 2 50uth eI ovation PROVIDE VENTS AS REQUIRED F_x�Pl OP ZIP WALL SHEATHING ON IN PORCH FOUNDATION WALLS. \ / 2"x 6" STUDS @ 16" O.C.. SCALE: 1/4" = 1'-0" F_I-F V �'r1 ON 5 A3 BRICK STEPS BETWEEN I BRICK VENEER BRICK PIERS. This drawing is an instrument of service and the OVER 8" C.M.U. property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre- . pared and publication thereof is expressly limited to b such use. Job No: I -207 Sheet No: Date: 10/10/201 Scale: I/411=1'-011 77 ::� I ' ! I \\ Drawn: A-5 UM - - ___ Checked: ■ 1 ,, 4r, ;t ,. ,w. 3 1 _ y _,. s. , f t 'V , . .. 1111. x ...,:r F , , .-... i ."., , 1111 , y 1111 "... �':i ... � . , .. -.:.r 1111-.. .. ., ,,.: ,1111. .� ::,... _. t 1 ... � , 11,,,11.. 1111.,._. ., :.._.-.. , .. ,1111 .-. ": '1111 I 1 { 1.,� i c:. .. �.. �� .. 1111 .. _,.. , 1111. :, ,, :... .- - .fV { LL.., i 11,11 .. .. .. ,: :.;, .,� -,.. .. ,.,.. : ,. 1. l ''. , .. .. , .:- . .. - , 1111 1111.-..._ I t. ,_..,., .�, ,:.. _.. ,. 1111 .. I l 1 : .I , I .dl I I 11( `�I� I 9 (_ �! r. � , i IN . ■ ■ DECORATIVE VENT. K � VIN F . MULL- ICAN DECORATIVE BRACKETS. PF1516mr, II NIC ' NOTE:STEP OUT GABLE TO ALLOW FOR BRACKETS. C 90�) �� - 557 ■ 30 YEAR ARCHITECTURAL SHINGLES OVER PEEL AND STICK UNDERLAYMENT ON 7/16"OSB SHEATHING (OR PER ENGINEERING)ON PRE MANUFACTURED ROOF TRUSSES. CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1"x 4" NOSING OVER CONTINUOUS P.T. 2"x 8". ,. t;1 I i} . I. i-L J., ... �. ..i1:11 _ , ,. ;_:_ II. 1 12 _. 11 ;� ,�_ 1 t I_�I 1 l I , 1 I I J LI lll 1 1: I �1 1 1 ! 11 II L.I1I �� i: itI1 1 1 L J 1 1 '' I i' l I I .j1 11 'L1 'l 1I II 1' I i , ' I 10-0 PLATE _____________ ____________ 1 1,,1 1' 1 ,Ii� i ii _i 1.1 ,1 I_ .I I lel 11 ------------------------------------ ------------ ------------------ - I� I II 1 hI1 . ..' r II 1 1:11 10" SQUARE COMPOSITE COLUMN. 2SQUARE CUPOLA il TOP OF WINDOW 1 ALUMINUM DRIP ONI:2 l I- ( ':- ! �l 1 i: �, 1 I' :,, 11 1. . 1 III HARDI BOARD 1"x 2" ON CROWN ON Il , li if.. 1 " 1I 1 1 I-i , HARDI BOARD 1"x 8"TRIM BOARD. 11 I Li', 1 1 (, --- I ' 1 l_ I ,_L � H - 1: 1 i III 1L I . II I I " I' I Ci l L C 1 II 1 o CEDAR SHAKES ON 1 -I ( i L< ( 1 - I,_. 1 l o ZIP WALL SHEATHING ON 1I. 1 I J( 1 , , ,� 1. �1I I iI I I � !I i.� �t ! � :� 11 z i ao 2"x 6" STUDS @ 16 O.C. I 11 rl I I. 1 I I , I I I I 1 I '_Ii ( i-'I II II II I" 1 1-1 ' �I 1' I_I, i I' 1 1. I �1 1. ,_ ( 11 1 I.:. I I '�� I' I. i I I I I I ; 1 ( ; III 1 i ( I 1 it I 1 1 I_, i_ 1 1 I 11 I I A ... 11 ; . , 1 I 1 I_11 1 1 :; 1 I III 11 111 I... 1 i, _I I I_I 1 1 �� ff 111_,il 1 II SECOND FLOOR - ---------- ----- - _ '_ --- -------------- ------ - - ----------------- i_I H -� . I f, i t I i III I1 . 1. L I I 1 1' I _I I.i_. l 1 �� I l 6 7777.. .. i1lJ; I1 ;1 ] �l �; 1 _ LI N 11 i I_. 1 1 :1 I �� ' 10' 0" PLATE I ; ili, 10 0 PLATE ---- --------- i , 11 1 I1.�1 it ;i� Ii I 10'-6" PLATE I 1 (1 1 : - i �I - ITI , . - r- 1- . :i i. : _-, , T;. 117 7 7,7._: - , . 1, `C` T_!.. _I, I`. TOP OF WINDOW 1. ,. : l , i1 1 I _J (. �. .. I I J i_: . .. . I. . I` :I 1 I �� : I ,: I I; I i I I I_ I_ l. l l a. L :.: :. a ;'. :: .. ,. �: :, : : I: I r ; I i . .. .. ., .; I. .,. �: . L _,. .. - .. :, , 1 _ .. .. : .. :, .. I: .. .. .. I ,: .. : ! .. � :: :, I! :: ' _,_ 1 _ 1,. . . 1 . ,: _. _. L1_ ;: .. : .. :: .. .. 1 ,., I,- ';: : Li r : 1 1 .) 1 �: - ILr 1. I , o :: . C) I' .. Y., .. .. ''. .. i 1; :. :: .. II .. .. : - o Z �i . ,, .. .. :� :, :: .. ': 1 ':1 .. ., � .. .. .. :, .. I .. .. .:I 77,,_77 I; 1 I li I: � I I' ; . O .. .. .. .. is ., .. :. ii .. '.I I .. .: .. :. .. .. .: . .. . : I. 01 is .. � .. I li :. .: :. .. .. :: O ,I I'i I .. :; .. I .. . .. 1 :: .. '.. .. .. 7777 .. .. .. .. �. .. ., i I ., 7_777..._ :: .. .. .. :: i- I N I I: I - 1 0 w I �� 1:1 77.77 :, ,: ,: ' :::� r- :. .. �,,.....:..._ <' 7777_I_... 1. 11. _� � u L_ I i I I� Vl !l 11 I ' . .. .: :. 1 ;;._.. ._. ;.__.. I;__. .. 7_777. .,..,1 ._-.<.�_ 1. 1 I II '' . :: I. :: i: . : :: : O .. .. .. .. : : 1: .. : 1 „- .. .. :: , L.. .1, (_ _. I_. f( L f� Ll , :. ',: II 11 . .'.. :, I. ''.. :_..._..... 77:7_7.,.. , ', ...,. ,.._., �, 777_7_. -i. �.�'',,',.. L :: :: 11 I. :. I: 7 111 I E I _l - ! . I: .. .I : i. :: . .. . 1; I� I I_ . I� l. . ill I .I f! .: .I .. .. .. .. .. .: .. :.' :. I: I . q . I L i I! .I Hffl[ I : I .. HH .:. 7777 .. I ;_, j. 1.L, .I_. 1 � � �i. i. I l „ s .. :, .. 'v I:.. : 1 .. .. .. 7777 .. .. : : . : I ii ; FIRST FLOOR FIRST 1 I ., FIRST FLOOR I. .. I: . . . ------ -------:-- _ -------------- - - --- - -- - - - ;, Ir � � FLOOR11 --- t-L _I_I T. :_.,u I I ,. _, .. _ ,7777._. I. -- - . �. -.. I. .. L GARAGE _ 1 ; - I I .. _7777._ ._ _ 7777.. r 7777... ._ ,. ._,:- r t � � � : : � ' i ; i r : r I r ;7777. _.. _� 1 , -E , .. : . . ; __ .. _..... .___....._.::.� _t ;_ -;. 7 O .. .. .. I _._.____ 77:77...:.. ..... __._......_.. _ _.__-_ __.__�_�_ _7_777 - .; . ._.. _;.. _ _777 7._ _ _ -- -- --- -1 - f: . . .. :I :: .: ..:.:___.._.�-I_.__.- _ _ - - _ -. > ,. I. .. _ �..._ ,_ _7,7.77__ �.__ 7777.. ,_ _. � _ I . i I .. _l.. __._._'. '7__777� 777_'_7 ..:.: �.... _..7777. '`__ _._........... ................_ 7777._. ' �....._...� 77.7:_7... - ,. ;... I I - I I ) _J_ -.- - . _ FLOOR - .. .. .. .I I. I. .. . _.t :..........J... 7777[. 1......_ ,. ...C......,.. .�_7777..., .......... ::::. .... ...:::7: 7;777... f �..._!.. -........, .....:.;.... .__.__ _,__. I __. � � r f .. 7:777. H GRADE _ -. :___ 7 .777_. - ._ � ;_. FINIS FINISH GRADE � - - - - ,.-__-_. __.- _.-__�-"T_._..._-' _ --_... .....7___ t._ T-�--*-....T 777:7_._ 1 i r_.. r T- )- 1 7 i E -i i f I i � 1 i" r___ :__. 7'777_ .._f 1 �r:i:� � � E% .11 BRICK VENEER l OVER 8" C.M.U. ,= a:. " BRICK STEPS BETWEEN '` BRICK PIERS. K'1 `� east 01( Vat ion .1... � ii A4 SCALE: 1/4''= 1'-0" 11 I i,,- 6'-0" I I - � _ DECORATIVE VENT. 1` to i 111 ._ - ': '. DECORATIVE BRACKETS. F Ii. 11 NOTE: TEP OUT GABLE TO o G I _, _.. .-,,_ ALLOW FOR BRACKETS. I I III ] 1 ';I, _: I : __ - - + 30 YEAR ARCHITECTURAL SHINGLES OVER PEEL AND STICK UNDERLAYMENT ON 7/16"OSB SHEATHING (OR PER ENGINEERING) ON PRE MANUFACTURED ROOF TRUSSES. I . L;1) J. 1: I J .. CONTINUOUS ALUMINUM SAVE DRIP ON I ( „ 1 CONTINUOUS P.T. 1"x 4" NOSING 1 I'I' OVER CONTINUOUS P.T.2"x 8". I _ - 3 Itz- ,M i ,-I e� I,i, i it �� t. �i 1 14 I. - .1 ;. I (", : -I . - I : , i I: . -, .: 111 . .: ,. ., - 3 oast ara o olievation � ;- It : i ,,1. : i i h�: I I 1 i, A4 SCALE: 1/4"= 1'-0.1 1 - _. I 1.. . . F 12 i.: �..i 1 I 1 1 6 ;;99 ,.I 1 ; _ . I i 1 II1. A 10'-0" PLATE I ii TOP OF WINDOW 2' SQUARE CUPOLA _ . 11 II'll I I' I1. :I I 1 �. t. . ., _ : ;I , .. , ;. t El I . � Si : _ � �i � i � 1 1 .;. , : O o j 4i 1 !.. ,I ', i i . ,; 1 'l.I ._ , 11 „ . . 1 SECOND FLOOR11 I ,: .� � I I i I 1: L! !, !� .: ii it . .1 Z� :, 1. . I �I iI P! 1! H I :, . ;; . . : � .. 4 -in "I 1 C? ,: II : N -0 PLATE .: 10 0 PLATE (1 i 1 TE No: DATE: REVISIONS: , I k! 10'-6" PLATE 1 I I ;1 11. li !Wli : ,;1 I: ,, ,_:; TOP OF WINDOW I, 1 -t ;I I . . I .. ..,. .. .. .. .. :I .. .I . 1111. . .. . I A2 . 2 :..7;777 .. :: :. : G :I : 1 :! 'I.. :': _, s „ I .:_1_i 7777_.. :.......L. ..r- l , i. ... y .. - : .. 7777 . ! .: . 1 `. .I :. .. .. .. :: : . :.: ;: : 7777 . .. I , : ., :I .. : .: .. .. :. ; : : ` 3 ii :z I = . , :, :: .. 4 0 �: o I .- - :i. n , ; :.:.. t( 'I ..:k. '. ' .. ii I. 7,777;; 0 - L:1 I I" ■ 61 ■ `. : .: z I . I � 11 , , . I . - I [ L , � � , , I 11 I .� : _' :.: N. 5 ,i i. ,I .. 1. .t . : - : = - 11 I . 1 - I � ' ' I - I I , ;.. . , L. _ O - IL_ . I . I .--- 1 4. , 1 . . 1 7777 .. , , .. . I -: !; ';.. .: 1... . b I ,I !.., - : : _ : . � : . � I . . . I c �: : Z: : , . 1; 4 , . I 1 � " . I I : I I : :� �, I ! - :! : . I- � I � : . � : : ,: -i:YJ l� ! i .. , . - , � �, : : , : . 1. I I I I - I - I , 1. . . 11. 11 � - I :.. I �� : I � . .: I . I I � I I I . I . ,,iI _ 11 11 I � V_ -:. 1. : 1 � ;: ,; .1 :. I,: - � � _: . : _ - 1. I �: ..; � : 1 1 . - � ,; _� .1. I I . I . �. .i . . � � � T : ; , : , : : � :� � : I I I :�I z I I 11 : . . I . . . 1 ' 'I: . ::;.! i;;:1. '' . I� o ' .11 � . t: , I : . I II I I � It. . I . . . 1 I . : �I I I I �� : , � . I : � . . .I :i .� .: : � , I -1 � - � � I .. . I ;. � . I I - ; . . . . 1: .7 . . I I . ; . I . . . . ; . . 44 I i i ; � � : : - , L . , . I 11 . : : : I NFIW H , I I 1: I , I .. . I '' t ,� , _ : t- . I �I � : . I . . :i : , - 11. . 1 I .1 I I' ll . . . I .11 I I I , I I I i� � , I : :� � I . � , � I I i . I _ . p I � , � z � . . I R : I . I f I FIRST FLOORI �� I . F IRST I I t � FLOO :: L FIRST FLOOR ;I IL: I 1 : .. ; I : I I � FOI\ I; 3': .._.:... :._._ 7777,........ _.:_ 77:77-7:777, _ 77:77S j .. - ' E G iI., � GARA TOU5[�y 1 5 1 1 : - - . o I .o I _ _ , . . L OR .:,.:.;: . , 777!7_ , 7777. ;-- N F O FINI H GRADE N - _.._ : .. :-_ - - ... _7777. -.._. ._._. . . . . . ADE FINISH GRFn I _ -. r V , S , � \ PAINTED HARDI TRIM ON ■ ■ ZIP WALL SHEATHING ON , 2"x 6" STUDS @ 16" O.C.. 14 ".�i K' 211 W0st ovation 1 �X�PIOP SCALE: 1/4" = 1'-0" CEDAR SHAKES ON � IG� / /�1 ON I i I ii A4 ZIP WALL SHEATHING ON V /'� 2"x 6" STUDS @ 16" O.C.. 11 This drawing is an instrument of service and the property of Kevin E. Mullican. and shall I - BRICK VENEER J remain his property. The use of this drawing shall j i OVER 8" C.M.U. be restricted to the original site for which it is pre- ; pared and publication thereof is expressly limited to such use. Job No: Iq_20I Sheet No: !: Date: 10/10/201�t 1 i, .. 3 i Scale: 1//111-1 1-011 i A4 � - `� Drawn: K,�.M, �, Checked: _ 1. ■ ■ s - - _. _ , .,. _ ._ _,- .._. _ . _._ ., ■ NONE ■ rT, V I N 1 , M UL, L, I CAN 1�� SIGN� i�, INC ( 904) 74 �?- - 574 `SEAL ALL TYVEK®JOINTS AND PENETRATIONS WITH APPROVED TAPE. (ex. DUPONT CONTRACTOR TAPE). WINDOW WITH "FASTEN TYVEKo TO SHEATHING WITH INTEGRAL MOUNTING LARGE HEAD NAILS OR USE NAILS WITH LARGE PLASTIC FLANGE WASHER HEADS. (ex. DUPONT WRAPCAPS) MINIMALLY EXPANDING *LOCAL LAWS, ZONING, AND BUILDING POLYURETHANE FOAM OR CODES VARY AND APPROVED CAULK THEREFORE GOVERNS OVER MATERIAL (AROUND WINDOW RSO) CAULKING SELECTION AND DETAILING SHOWN BELOW. WRAP TYVEKo INTO TYPICAL WALL OPENING &TAPE TO TYPICAL WALL CEDAR SHAKES SILL (ESP. @ CORNERS) CEDAR SHAKES WOOD FURRING USING TYVEKo FLEXWRAPTM11 WOOD FURRING TYVEKo HOMEWRAPo LAP&TAPE TYVEK. TYVEKo HOMEWRAPo 7/16" PLYWOOD SHEATHING AT JOINTS(UPPER SHEET 7/16" PLYWOOD SHEATHING- 2"x6" HEATHING2"x6" WOOD STUDS OVER LOWER SHEET) 2"x6"WOOD STUDS w/R-19 BATT INSULATION w/R-19 BATT INSULATION 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD MINIMALLY EXPANDING FASTEN TYVEK@ FLEXWRAP) POLYURETHANE FOAM OR CORNER USING MECHANICAL o APPROVED CAULK ` INSTALL TYVEKo FLEXWRAP FASTENER (AROUND WINDOW RSO) OVER MOUNTING FLANGE. LAP TYVEKo &TAPE JOINTS. INSTALL TYVEK@ FLEXWRAP- WINDOW WITH AROUND PERIMETER OF OPENING INTEGRAL MOUNTING o FLANGE a 3 W InJOW hoaj jetaj 4 W l n GI OW 51 Ijetall �,. A5 NTS A5 NTS 12 6 30 YEAR ARCHITECTURAL SHINGLES OVER TYP. _. PEEL AND STICK UNDERLAYMENT ON 7/16"OSB SHEATHING (OR PER ENGINEERING)ON PRE MANUFACTURED ROOF TRUSSES. SPRAYED FOAM INSULATION ' �4 CONTINUOUS GALVANIZED EAVE DRIP ON CONTINUOUS P.T. 1"x2" ON / CONTINUOUS P.T. 2"x 8" 1/2" HARDI BOARD SIDING Y < , 2"x 4" P.T. BLOCKING '._ HARDI BOARD 1"x 10"TRIM BOARD SMOOTH FINISH ON 1/2" DRYWALL CEILING SEE STRUCTURAL SHEETS FOR ENGINEEF ING NOTES Q ON STRUCTURAL MEMBERS AND CONNECTIONS. SIN 0 0 co 0 1/2" DRYWALL ON 2"x6" — STUDS @ 16" O.C. o LL O- INSULATION BETWEEN STUDS n. R-19 FIBERGLASS BATT ' 2'-0" DEEP FLOOR TRUSS (SEE STRUCTURAL) 12 30 YEAR ARCHITECTURAL SHINGLES OVER 1 _p 1'-0" 61 PEEL AND STICK UNDERLAYMENT ON TYP. 12 30 YEAR ARCHITECTURAL SHINGLES OVER TYP. 7/16" OSB SHEATHING (OR PER ENGINEERING)ON 61 PEEL AND STICK UNDERLAYMENT ON PRE MANUFACTURED ROOF TRUSSES. 7/16 OSB SHEATHING (OR PER ENGINEERING)ON chv PRE MANUFACTURED ROOF TRUSSES. b SPRAYED FOAM INSULATION : CONTINUOUS GALVANIZED EAVE DRIP ON CONTINUOUS P.T. 1"x2" ON CONTINUOUS GALVANIZED EAVE DRIP CONTINUOUS P.T. 2"x 8" ON CONTINUOUS P.T. 1"x2" ON / SMOOTH FINISH ON CONTINUOUS P.T. 2"x 8" SMOOTH FINISH ON 1/2" DRYWALL CEILING -- 1/2" DRYWALL-CEILING jq 1/2" HARDI BOARD SIDING CEDAR SHAKES ON 1/2" HARDI BOARD SIDING ZIP WALL SHEATHING ON SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES 2"x 4SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES ' P.T. BLOCKING ON STRUCTURAL MEMBERS CONNECTIONS. 2' x 4" P.T. BLOCKING 2"x 6" STUDS @ 16" O.C.. ON STRUCTURAL MEMBERS AND CONNECTIONS. ST HARDI BOARD 1 x 10"TRIM BOARD DRYWALL ON 2"x6" " HARDI BOARD TRIM BOARD � � STUDS @ 16" O.C. STUDS @ A6 "p 2O.C.C• 1 Q R-19 FIBERGLASS BATT R-19 FIBERGLASS BATT o INSULATION BETWEEN STUDS INSULATION B-ETWEEN STUDS �0 ILL _ -IN � Q SIN O o o 10" SQUARE COMPOSITE COLUMN. Q Q p � Q P.T. WOOD PORCH FLOOR. O CEDAR SHAKES ON Q 2ZIP " STUDS Px 6ALL ATH .CING ON a- @ 6 OO BRICK CAP. ILL WOOD BASE -AS PER BUILDER SPECIFICATIONS. ~ WOOD BASE AS PER BUILDER SPECIFICATIONS. CL ' O BRICK STEPS BEYOND. ~ BRICK VENEER BRICK PIER BEYOND. OVER 8" C.M.U.. • No: REVISIONS• '... SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES iv N SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES 2 ON STRUCTURAL MEMBER, AND CONNECTIONS. ON STRUCTURAL MEMBERS AND CONNECTIONS. 3 GRADE ;: GRADE GRADE 4 BRICK VENEER OVER 8" C.M.U.. ,•• N� W r-1,1, 51 ( l iIi 1 �li�-- Ali;' .E , • � ,, For,_`i THF, fou5rlyl 5 FxTFP,l0l? Wal-L_ S�C�IONS 1 WaI 156d ion K2 This drawing is an instrument of seMce and the Wall S�ctlOn property of Kevin E. 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E TO swifcH G�I FAN BELOVV< WI LIGHT PENANT=Flb I 1 1 - - I \REC S(OL TO SWTCH SCO CE BELOV,� REC/ 44" FAN GFI LIGHT VEC,,,- �,REV LIGHT No: DATE: REVISIONS: ...... ........ ........ A .... ........... A2 U 3 4 ...... ............ ...... .... Il If t 0 N . ................. ........ ... ...... ....... ........ - . ...... ...... - . ...... NSW HOMF, kl II PL-AN This drawing Is an Instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing Pall ceCOnbe restricted to the original site for which Its o— pared and publication thereof Is expressly limited to such use. J f�Q�r ... ....... ............... SCALE: 1/4" V-0" �7 Job No: H-207 Shoot No: ...... ....... Date: 10/10/ 201 ... ........ Scale: I i,-0 ..... ....... . ........ ....... .....- . Drawn: r.,E.M, Chocked: Lfi )VIDE LIGHT C R c C AULT R6 OMS. Wo: F1 S�O 4 P4,4 jG,I WI X� DESIGN S GENERAL NOTES Et CONSTRUCTION DESIGN CODE: COMPONENTS & CLADDING GARAGE DOOR FLOOR SHEATHING SPECIFICATIONS UNLESS P LANS HAVE B EEN REVIEWED FOR CODE COMPLIANCE. PLIANC E. F 1 CAR +22.9 ROOF SHEATHING SPECIFICATIONS:TIONS:2010 FLORIDA BUILDING CODE RESIDENTIAL ULTIMATE DESIGN PRESSURES PRESSURES PSF 23 32 T&G OSB PLYWOOD SHEATHING, GLUE ANDNAILWIH 10d COMMON 6 O.C. EDGE & FIELD DESIGN IS VOID ONE YEAR AFTER THE DATE 0F THE ORIGINAL PLANS, TRIBUTARY INTERIOREDGE PSGARAGE AREA (sf) ZONE (PSF) a = 4'-6 DOOR -25.0 SLATE- MIN. 19/32, 32/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2 RING SHANK NAILS © 6 O,C. EDGE & 6 O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN Lou Pontigo and DESIGN LOADS: ACTUAL AND UNIFORM 10 +25.6 -27.7 +25.6 -34.2 (8'x7') 4'-0" OF ROOF EDGE). Associates, Inc. ROOF FLOOR 2 CAR ROOF LOADING (cd-1.25) (cd-1.00) 50 +22.9 -25.0 +22.9 -28.8 GARAGE +21.8 WALL SHEATHING SPECIFICATIONS: 420 Osceola Avenue TOP CHORD LIVE LOAD 20 psf 40 psf DOOR -23.9 FLEXIBLE FINISH-MIN. 7/16", 24/16, APA RATED OSB Ph.242-0908 Fax. 241-95OR PLYWOOD SHEATHING, FASTENED w/ 8d Q 6" O,C. EDGE AND 6" O,C. FIELD. SHEATHING MAY BE )ax. beach, Florida 41-95 TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 100 +21.8 -23.9 +21.8 -26.6 (16' INSTALLED HORIZONTALLY OR VERTICALLY. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. 7') 57 ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. FL:CA# 8344 SC:CA#3579 TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 psfCONTACT US WITH YOUR COMMENTS BOTTOM CHORD LIVE LOAD 10 psf 0 psf STUCCO FINISH,-MIN. /16 ", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. INSTALL SHEATHING WITH THE LONG DIMENSION PERPENDICULAR TO THE WALL CpA.0 pwOM - BOTTOM CHORD DEAD LOAD 5 psf 5 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALU S (ASD). THE STUDS ' ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION ' °'` °ee4°°°` DEFLECTION CRITERIA: MASONRY SPECIFICATIONS: ° ��F°°®'�% ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 SHALL BE PERMITTED MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05, GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 t FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 . COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH DAY COMPRESSIVE STRENGTH OF2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8 PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND d No53311 a s N POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. - `� N WIND LOADING: U '`° S1"A SHALL BE DESIGNED WITH A CONCRETE MASONRY UNITS (CM � �d 4 ASCE 7/10 FOR WIND UPLIFT, TRUSSESLINEAR INTERPOLATION IS PERMISSIBLE. � §�z�., y0� � ,��' N MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1 , NORMAL WEIGHT, WITH A MINIMU COMPRESSIVE STRENGTH OF 1900 psi (f m=1500 psi). GROUT ALL � 1 ,,,,,a 00 BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS 0 PLUS PRESSURE AND MINUS = SUCTION. CELLS CONTAINING VERTICAL REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE SOF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5 -0 OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED . DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, BY 0.75 WHEN COMBINED w/ DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET STACK BOND SHALL NOT BE USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR REVISIONS DATE THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. DIAMETERS. ALL LOFXTERPR WALLS SHALL BE REINFORCED FULL HEIGHT WITH - #4 @ 4 -0 O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT BASIC WIND SPEED (ASCE 7-10) -------------- 130 MPH AR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE IMPORTANCE FACTOR --------- - ------------ 1.00 HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTE ON 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL MEAN ROOF HEIGHT ----------------------- 25.0 FT 2k a 7k 11 BE A MINIMUM OF 6". ROOF PITCH _____ 6/12 � ! �= a �.�- CLAY MASONRY (BRICK: _______________________ BUILDING CATEGORY II """i BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. EXPOSURE CATEGORY ---------------------- C I ENCLOSURE CLASSIFICATION -----------------ENCLOSED{`- DENOTES EDGE STRIP. CONCRETE SPECIFICATIONS: RELDALTERATION ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI INTERNAL PRESSURE COEFFICIENT -------------- ± ' ' «�� ;"-' SEE C & C CHART AT 28 DAYS � CONTRACTOR SHALL CONTACT LOU .18 PONTIGO 8 ASSOCIATES PRIOR TO ' ABOVE FOR 'a' DIMENSION CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY MATERIAL SPECIFICATIONS - ° _ o GENERAL NOTES: FIELD ALTERNATIONS MADE PRIOR TO �__j BEINGGSOCIATES MAY RESAPPROVED BY LOU ULT I O a FOOTING AND FOUNDATIONS: ADDITIONNEERI ;IrNSPPECTIOECTION FEES. OR NG a � � I . a I I FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING, (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS HARDWARE AND ANCHORS: RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. ASTM A 307 OR ASTM F 1554 GRADE 36. [NOT AOTUAL PLANS 7r 7 7r 2r WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). FOUNDATION PLAN ONLY CONVEYS -STRUCTURAL' INFORMATION'. FOR GENERALKt FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. 3k LOCATION FROM THE FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTINGLOCATION BASED ON EITHER THE ARCHITECTURAL ,PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO } PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR)EXTERIOSHALL BE GLVANIZED. 4 RETROFIT REBAR ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR SCOPE OF SERVICE a , 1 UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MES�I SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE /44� Q 48 O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE. ELEMENTS; BAY INSTALLING,t,,zCORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACHun LARGER THAN REBAR SIX AND '/8 LARGER THAN THREADED ROD SIZE. MEANS AND::METHODS: ELEMENT. SPLICES IN REINFORCING; WHERE PERMITTED, -SHALL BE 48 BAR DIAMETERS (U.O.N.) THE "ZSTRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR B RESPONSIBLE - 4 W ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR CONCRETE SLABS ON GRADE: iir'° SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACT R OR ANY 5 (DUAL CARTRIDGE INSTALLATION ONLY): .�` SHALL BE INSTALLED OVER MINIM " 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR OTKER PERSONS PERFORMING THE WORK OR FOR THE FAILUREFOR ANY OF EPDXY: ITW RED HEAD A7 <�: PREVENTION OF SUBTERRANEAN TERMITES. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1 " SAWCUT INTO SLAB IN A 12'x12' GRID WITHINN,11,? HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT TH TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. �� .. SLAB CALL EOR FOR ALTERNATIVE METHODS. - DOCJNIENTS I0 STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. '<, WOOD FRAMING SPECIFICATIONS . v `LIMITS OF ST ESPONSIBILITIES. -t, STRUCTURAL ENGINEERING DESIGN R EN-DESIGNED IN ACCORDANCE DESIGN SPECIFICATIONS "' NDS :FOR:;WO CONSTRUCTION, LATEST ITION. ALL WOOD MEMBERS EXPOSED TO WEATHER LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER ,rz ALL WOOD FRAMING HAS BE R ANCE WITH NATIONAL ( ) - = THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE ( _ ) ,.,, OD CO TR--,a„ HER OR IN CONTACT L MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES ;ELASTIC WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE-TREATED. IF, ACO OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA SHALL LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, . t ( ) ( ) P WOOD PANEL. SH�ARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND PRESERVATIVE IS USED ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. r MODULUS E 1,900ksi, BENDING STRESS Fb 2600 sl I.JJ HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT D .SIGNED I PRE-ENGINEERED WOOD TRUSSES: I PRE-ENGINEERED "WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOTv 1 SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, `TPI, AND! AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS SPECIFICALLY ADDRESSED, TRUSS-TO=TRUSS CONNECTION, AND ANY INSTALLED AT ALL TRUSSES AS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE,' THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. TRUSSES SHALL HAVE TEMPORARY BRACING PERF'- COMMENTARY AND RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLA El CONNECTED WOOD TRUSSES, HIB-91. AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN 'USING (2) STRAPS ON SINGLE PLY TRUSSES, PLACE S` RAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. N ROOF COVERING SPECIFICATION'S THE CONTRACTOR SHALL BE RESPONSLBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY �FAND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE, INSTALLATION MAN' AL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAMZ to METAL ROOFS SHALL COMPLY WITH ASTM' E151.4 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR ,SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. O == a m WATERPROOFING: Fh E RESPONSIBLE FOR THE D SIGN INSTALCATION�'OF ALL WATER''PROOFING. 1 CONTRACTOR SHALL B E THE NTR r ^ / V 1 Y SIMPSON CONNECTORS WOOD FASTENING SCHEDULE PLAN LEGEND AND ABBREVIATIONS UPLIFT ` CONNECTION INTERIOR LOAD BEARING WALL MEMBERS TYPE FASTENER BUILT-UP POST IN THE WALL CONNECTOR FASTENERS FL#a CODE SYP SPF TOP PLATE TO TOP PLATE FACE NAIL 2=GUN NAILS © 12 STAG. A35 450 450 12-8dx1 '/2" 10446.4 TOP PLATE, LAPS INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS tr / HEADER SIZE, JACK AND KING STUD STRUCTU RAL D RAWING INDEX DESIGN H2.5T 600 520 5-8d EA. END 11478.3 DESIGNATES SHEARWALL. THE H6-1/2 QUANTITY. DBL. TOP PLATE TO STUD FACE N IL (2-16d) 3-GUN NAILS HIDDEN LINE DESIGNATES SIDE OF H8 620 530 5-10dx1 '/2" EA. END 11470.3 » >, ---- _=-- WALL,THE SHEARWALL SHEATHING SO.Ott DESIGN CRITERIA AND GENERAL NOTES CRITERIA RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6 ) GUN NAIL @ 6 SW MTS12 1000 860 7-10dx1 '/2" EA. END 10456.3 NAILING: TO BE APPLIED. 8d Q 3/6 S1.0 FOUNDATION PLAN CEILING JOIST TO TOP PLATE TOE NAIL 3-8d 5-GUN NAILS DESIGNATES 8d COMMONS @ 3" ) ° HTS20 1450 1245 24-10dx1 '/2" EA. END 13872.3 8d�3"/6" S1 1 FIRST FLOOR WALL FRAMING PLAN O.C. EDGE 6' O.C. IN THE AND & MSTA24 1765 1270 9-10d EA. END 13872.4 CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS FIELD" S1 2i';' FLOOR & LOWER ROOF TRUSS PLACEMENT PLAN GENERAL CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS S1 3 SECOND F100R WALL FRAMING PLAN MSTA36 2050 1870 13-10d EA. END 13872.8 ADJ ADJACENT LG - Long S1 4;1 ROOF TRUgS PLACEMENT PLAN NOTES BEAM JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3-GUN NAILS BM - BEAM MANUF - Manufacture 18-16d TO TRUSS /BEAM `` BOT BOTTOM MONO - Monolithic S2.0 FOUNDATI01 DETAILS HTT4 3480 3080 11496.2 3-8d 3-GUN NAILS LARCLHITECTUPAL OT SCALE DIMENSIONS FROM 1-5/8"0 ROD TO FTG. . RAFTER TO PLATE TOE NAIL ( ) BRG - BEARING OC - On Center S3 Q' WOOD FRAMING DETAILS S.IFA DIMENSION IS REFER TO THE 32-16d TO TRUSS/BEAM 3-10d 4-GUN NAILS CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board DRAWINGS OR JACK RAFTER TO HIP TOE NAIL ( ) S31 WOOD FRA ING DETAILS T THE E.O.R. HTTS 5250 4670 5 11496.2 DBL - DOUBLE PERP Perpendicular - 1- 5/8"0 ROD TO FTG. ROOF RAFTER TO 2x_ RIDGE BM. TOE NAIL (2-16d) 3-GUN NAILS DIA - DIAMETER PRE ENG Pre Engineered S4.0 ROOF FRAY' ING DETAILS EA - EACH PSF - Pounds per Square Foot PLAN NAME 6-10d TO HEADER CONT. HEADER, TWO PIECES FACE NAIL 1669 16" O.C. Q EDGE TOUSEY RESIDENCE LUS28 930 780 10655.113 EE - EACH END PSI - Pounds per Square Inch 4-10d TO JOIST CONT. HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS EOR ENGINEER OF RECORD PT - PRESSURE TREATED DESIGN/DRAWN/CHECKED EQ - EQUAL QT - Quick Tie cs AOB LAP 14-16d TO HEADER STUD TO SOLE PLATE TOE NAIL (3-16d) 4-GUN NAILS EXT - EXTERIOR REINF - Reinforce DATE HU410 905 785 10531.36 10.28.14 6-16d TO JOIST » FBC - FLORIDA BUILDING CODE SF - Square Foot SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d © 16 ) GUN NAIL @ 8 FDN - FOUNDATION SPF -Spruce Pine Fur CONTROL NO. 5 ABU44 2200 5/8"0 ROD w/ 12-16d 10849.6 FT - FOOT SYP - Southern Yellow Pine 5595 ABU66 2300 5/8"0 ROD w/ 12-16d 10849.6 NAIL SPECIFICATIONS FTG - FOOTING THRU - Through TRUSS ID. SET N/A N/A SIMPSON EPDXY-TIE 11506.4 3"x0.131"O = GUN NAILS 2"0.113"0 = RINK SHANK HDR - HEADER TYP - Typical 42063 HORIZ - HORIZONTAL UON - Unless Otherwise Noted LPA No. 10-16d TO STUD/BEAM/POST 2"x0.113"O = 6d 21/2"0.131"0 = 8d LBS - POUNDS VERT - Vertical 1 496.3 3"x0.148" ' 0 = 10d 3 /2 LBS = 16d WWF - Welded Wire Fabric SING-14-00612 LTT20B� 1675 1675 1 SHEET l- /,"O ROD TO FTG. 11/2"0.148"0 = 10dx1 '/2 " 1 '/2"x0.131"b = 8dx1 '/2 " SO.0LSTA12 805 695 10-10d 13872.5 CS16 1705 1705 13-8d 10852.1 SHEET 1 OF 10 t. CURB 1 S2.0 -------------- ..::.:.:.:............ ..... x. E ------�--------_�1 _ - _ _ _ - - - _ - Lou P o n t i g o and I I CURB Associates, Inc. .' I �l I I 420 Osceola Avenue ----_`--» » -»»-- C RB Jax. Beach, Florida 32250 U 14" CONCRETE SLAB w/ j I Ph.242-0908 Fax. 241-9557 i { 52.0 FIBERMESH @ 1.5 LBS/CL .YD. I p FL:CA# 8344 SC:CA#3579 r'r „✓ I OF CONCRETEI OR 6x6 W .4xW1.4 7B CONTACT US WITH YOUR COMMENTS - S �� - I WWF ON EMIL I VAPOR BARRIER 52.0 COM ;^ ;; •COM IN PREPARED GRADE. ............................. ^�-• C, E .................................. G lV��o°A(y} �® " � I II I i I I No. 53311 I S2.0 I 1 tl I L_ tl ti 1 ;I IE - - - - - - - - - I - - - - 52.0 N I I ! _-- I I CURB ° 87A� e gym•' _ a ---- --- G 4 0 m I I V5 a q`�•��p man tl CV S2.0 I ...... I.. S2.0 I I I I I I /!lp/dlglg11pq11►1111�1, o _ ____-__-_I I F2.5� I.. 2 , E I -I r :7 i i:gym: ::€ i E;.....::: ...... _ � x I REVISIONS DATE LZ ---------- .� ,= �. --- - I S2.0 r7 B _ , s f '\_ ; »..........y.. E S2 0 EI I x,_11„ I .................: I / �.. z I -• I 1 ,a L - - - CURB i I 1 I _1' S2.0 1 ..... ..........: FlELD ALTERATION ----......»............... E ;_,.. i.... - 5 S2.O ; Y j; ............... ,�, ...�'� �.... r __ -------------- { --�......... I CONTRACTOR SHALL CONTACT LOU -- ! ---• ..I-•-.i •�_ J PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY s , .. s: E.... .__..._a ____ . / ( I 1 FROM THE INTENT OF THE ORIGINAL t II I CONSTRUCTION DOCUMENTS.ANY I F2.5- { 3 I E ' `... 52.0 FIELD ALTERNATIONS MADE PRIOR TO { I - BEING APPROVED BY LOU PONTIGO a - q ', ASSOCIATES MAY RESULT IN L = s2o i I CURB "'I i , •----• ......... -•........-""--`""` << \� ADDITIONAL ENGINEERING OR E I / S2.0 INSPECTION FEES. I, s _ ........................a ... .... __--_-_-__• t -SII �I i . IIr ................. .. 'alEl I E � I 1 POST: 6x6 P.T. SYP#2 s2.o I - POST TO SLAB: ABU66 I ' SzEo F3.0� » - w/6-16d & (1)5/8" ROD TO FTG I �_� _ { �INA (TYPICAL (6) PLACES) Uj _ I J E ;I ;I 4 E S i € CONCRET AB w/ s. ;� ST: �-6,x6 P.T. SYP 2 I ' FIBER ESH © 1.5 LBS/CU.YD. tI OS B• ABU66 li POST TO SLA OF CONCRETE OR 6x6 W1.4xW1.4 "`--`---"`"""""-- ...... ;j I 5 „ ...-... .-.....-...- - - - EI I ' w 6-`16d & 1 /8 ROD TO FTG - ...... ..77'.......... �...' I , i : E Iii E i EMIL VAPOR BARRIER .......... .. ... ....... f = EE i ' II E Iti -3.. ------ j { WWF ON I I / �. c > W ..... .,. , ' __ I II (TYPIC (4) PLACES) ,. .. _. I N E �', t I � ' ;I { PR PARD GRADE , � ;j = T = II. I Illi F44111-4--11 0 rl U . f ' ,r E : } , , c Q 7 f • , :,: { ;a...._ r3, f { �.-: : E ., .rck�^.:,c':. .mss °r - Ii , s:.�.: ; LLJ I O „ E . .... J I i i ;., B STAIRS R K € € I I R IDE SAW CUTS PER { --J- IC I E I BY OTHERS I+ i ` 2'' S2.0 ='BUILDER TO I = F2.5 -1 BRICK STAIRS ( E I % _ s„ E , . t COORDINATE WITH FINISH E .. BY OTHERS f E i E_ 3 F ; o ,. FLOORr MATERIAL S2.0 O I I , »------------»... - , , _ » s , } I I i ............ ... E , E E I = I I I I I 2x12 PT LEDGER, ,I I I I I I 2x12 PT LEDGER, SEE 10/S2.0 I N - I F2.5 I ; i , n W ' , , ; „ _ SEE 1 S2 cnzE.�.. I I f III I _ Lr. ; „ , r ' ^10 j E O » __»__________ r �on»» I E , = f = i 1 � M N I 52.0 s .. ' t f, , 's <z , E , t =1 i t i S = O I------•--�---•-- .�-'�� SIE j I E � I � s � � � ' ' I I( /< I I•�' _ E =i , EL 10 52.0 I i l : { = E N � ? E •I;I � N I I =.._�i j- t f- i I I ; t _ ► € ; I I I VIII I ' II ' jN i 1 - F3.0 X 9 III .....................................= i ............ ............................ ............'-'..................... , i I: , S2.0 : I I°I` : E { I E i {I t »+ ..................................... II : F. , , , If , ------- ....... _ „ ' s „ MW s E E i i s _ E» s -._..._ , E E E E i Ii. ; s „ l , . I s I 'r: � I - -------------- r j! :.....................::. I,............. ..... #: :.. : t = SYMBOLS LEGEND - - : ► ' j - - ...... FOUNDATION DESIGNATES FOOTING LINE + I = � _ _ T _� r L. __^M, L_-- - - -rte I _ DESIGNATES SAWCUT LINE g I I i I PLAN .jEj T ' ' jil , E i i i I ° ' ' = i '' ............................. INTERIOR LOAD BEARING WALL S2.0 , , .............. _ t . : E ; = a L- E E I I 520 -» DESIGNATES SLAP RECESS { 4" CONCRETE SLAB w/ I f I I t E @ 1.5 LBS- CU.YD. ; :`, ..'... S2.0 FIBERME$H / I i E E = f = s s BEAM OR TRUSS, SEE PLAN ii- OF CONCRETE OR 6x61 W1.4xW1 4 _ I m _ - : ` <_ � -1 I ' -� £$; FOUNDATION PLAN DO NOT SCALE DIMENSIONS FROM WWF ON �6MIL VAPOR BA-R-Rt R - I I _ -,- { _ THESE N IS I / I g IN PREPARED GRADE; I `r. % I SCALE: 1/4" = 1'-0" AUNCLEAR REFER TO THE RC OR � � ESE DRAWINGS.IF A DIMENSION 52.0 I { .............. HCO RA TDRAWOI DRAWINGS I » ». » »... ........-- { is E 4 I ' � I s' PLAN NAME s i y`. , :j : g FOOTING SCHEDULE AND NOTES TOUSEY RESIDENCE E g I g PROVIDE SAW CUTS PER vi I ( /� `rr WO BRICK STAIRS DESIGN/DRAWN/CHECKED S2.0I sz.o 2/S2.0, BUILDER TO '� _ RB I .CQORDINATE WITH 'Fl ISIS-'; : { L-=--» BY OTHERS TYPE LENGTH WIDTH DEPTH BOTTOM BARS CS AOB LAP FLOOR MATERIAL. f „ 0„ 0„ • F2.0 2'-0 2'-0" 1 - 3-#5 EA. WAY BOT. DATE {.--- F2.5 - - - 3-#5 EA. WAY BOT. 10.28.14 1 ;-I =--� _ _` •--•-�( :''� � � F3.0 3'-0" 3'-0" 1'-0" 3-#5 EA. WAY BOT. CONTROL NO. I I E E i T '. _---- -- � F3.5 3'-6" 3'-6" 1'-0" 4-#5 EA. WAY BOT. 5595 I * . . L� E _ - - # TRUSS ID. I - - - - - - 4' 0" 4' 0" 1'-0" 4- 5 EA. WAY BOT. - - - - - F40 ._... t.:....................... :5 I ........................................4� ....-.�a...................................... - - - - - = - __ - . F4 5 4' 6" 4' 6" 1' 0" 4 #5 EA WAY BOT 42063 g 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL I'JFO. RELATED TO THE LPA NO. g g S2.0 z STEP FOUNDH HEIGHTS, ECT.,ATION. FOR SEEAARCH PLAN. DIMENSIONS, CHITECTURALLNF AN SHOWN ELECTRICALEMBEDS N BFOR SING-14-00612 52.0 S2� REFERENCE ONLY. SHEET 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. S1 .0 1 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. SHEET 2 OF 1 O n r' i SYMBOLS LEC:IEND , ........... ....::: :»: ;»»: DESIGNATES SHEAPNWALL. THE HIDDEN >:»>;: »»»»»<......;>• >:> .<;.:>: ---------- LINE DESIGNATES SIDE OF WALL THE 3 SW. 6 NG TO SHEARWALL SHEAT HI E APPLIED. 8d 0 DESIGNATES 8d COMMONS PRE—ENGINEERED PRE E 3" O.C. EDGE & 6" O.C. "IN THE I SEE ROOF TRUSS VAR FIELD" ARCH. AN 01 DESIGNATES THE HEADER SIZE AND �� HEADER� (2)2x8-1/2 NUMBER OF PLY'S DESINATES NUMBER, NG SIMPSON MSTA24 :.......................� ............ NEEDED FOR SUPPORT HIEADER,DS 2 T... - —. r- „_,w I Lou Pontigo and STRAPS ALONG TOP OF \ -________.____ _ ;: r» _______-________ Associates, I n c. ` "'�"""""""""j (2)2X1 0-1/2 » 5 I DESIGNATES STRAP AT BRACKET THROUGH SMALL i I - S18 ASE OF STUD SLOT IN SHEATHING, I 2 C B 420 Osceola Avenue X /' I I i, FASTEN TO 2x657 ---- ,, `\\ � ITLSTA1f2 Jax. Beach, Florida 32250 t I # / I i I BEAM OR TRUSS, SEE PLAN BLOCKING --------- — 1 T -ri Iryo I I FL:CA# 8344 SC:CA#3579 r ` ['h.242-0908 Fax. A#35 9 -- - 5-r I w i I ANCHOR LEGEND H2.5T © EA w z } LSTA1 CONTACT US WITH YOUR COMMENTS z i _ I I COMMENTS@LP-A.COM TRUSS. cwn Q - _--- j I w I �" A307 DIAMETER FULL HEIGHT J i i (� = Q I THREADED ROD, SEE DETAIL 5/S3.0 a :.......................... Z i ¢ t U I I • _ � I SD LST °��•O rr ...................... ............................; — �+1.�. )/2"0 CARRIAGE _ ! -- I " A307 DIAMETER FULL HEIGHT rVs�Oha°�o®4�"rr'r'� A1�2 _ � ----- ' i I ! I X5 THREADED ROD, SEE DETAIL 5/S3.0 THRU BOLTS w/ Q v HEX NUTS & Q vY (2)2x6Y-1/1 0. z I j z I I L_LSTA112 a ND. 63311 0 WASHERS. N z ; _ (2)2x6 BLOCKING i i ........................................ — TOP w � i N s A307 DIAMETER THREADED ROD ® TERMINATES AT FIRST FLOOR ° r SCO BETWEEN WALL z r 4 \ 1 PLATE, SEE DETAIL 5/S3.0 ,q :• "r`� �� ' i Z 4x4 PT CURVED y� m ;4 STUDS. Q I _ FT26 ABOVE I i M• �Qf• �5 5�" A307 DIAMETER THREADED ROD P BRACE CUT OUT �, _ _ �. :....... ::.. . ( '' � .,•�°°.° °°� ,e Z ® --=`' "...•• FASTEN TOP OF WALL --' 5 �--� �c,,`-' TERMINATES AT FIRST FLOOR TOP OF 4X8 STOCK.. (2)2x6 SPF#2 rr a OST AT BOTH ENDS PLATE, SEE DETAIL 5/S3.0 p T to I 1 •as,,,,�„,,,,��sa�� 00 Xi 5 2 2 X 1 0-1 2 5 ' S a °j/ir�� ( ) / PER DETAIL 1 E/S4.0. 5 1/2 "0 LAG SCREWS. ALL EXTERIOR WALLS A OF TRUSS FT25 ` ` ,•. ; 12” LONG LIGHT GAUGE STRAP LSTA12 FASTEN TO PLATE AND STUD C� 12" O.C. w/ l _ _ (3)2x6 STUDS THIS LEVEL ARE: '; LSi Al2 I i SEE / -- w/ DTTZZ @ CONSTRUCTED OF 2x6 " ` 7 TO 10 LONG. WALL STUD SCHEDULE _ 5 E ! i I - OSB WALL f ' REVISIONS DATE BASE OF STUDS SPF#2 � 16 O.C. WALL ----- � _•5 ______�_-»-��-� �• - »��- -�W_e- I _ I cr - r X ___ --------- S H E A TH I N OVER (2)2x6 WOOD # -- '" »» Al2 FRAMING U.O.N, THIS oc ( )� / BLOCKING ON NEW i (2)2X8-1/2 - (2x$"�� ` 23f�—�' » i/ G \ IS L�T I \ I LOCATION HEIGHT WALL FRAMING COMPLIES i;.5 ,.- ' !i I I STUD SIZE STUD WALL. ' r `�"` Q (3)2x6 STUDS I N w I & SPACING II III `` � _): i ill WITH DEFLECTION CRITERIA. (2)JACK STUDS i MAX x ® 1sO.C. III ••-••••-•--- `�7�, -.----""""", $ �%r I Z W/ D TTZ Z � I I N I EXTERIOR g' 1' 2 4 SPF#2 0 j Ld ; " I N � BASE OF ST DS ^ a EXTERIOR Ld ,-1 2x6 SPF#2 ® 16" O.C. or RAL W0 0 D ROOF o �, LTA12 MAX 2x4 SPF#2 @ 12" O.C. STRUCTUA ' � s I SHEARWALL NOTE: SW: 3 6 li Q I ' POST TO•••„•••••' .............. .. j `J I EXTERIOR 10'-1 TO 2.6 SPF#2 ® 16” O.C. 1 BRACKET DETAIL ,,.i ; MATCH POST I �' l I I 14- p III _ } ; I i` I TA12 I INTERIOR MAX 2x4 SPF#2 ® 16" O.C. 1/22p=1)_0)) " 3 6 DESIGNATES SHEARWALL ili FROM I 10'-0" S1.1 SW: N SCALE: /2 =1 —0 / „ „ " r, cV F III 'I II I t I INTERIOR 12'-0" 2x6 SPF#2 (� 16" O.C. or Sd C� 3 EDGE AND 6 FIELD -� �- 2 2x8_1 FIELD ALTERATION ;? i i 4 X1 MAX 2x4 SPF#2 ® 12" O.C. NAILING _ 5 CONTRACTOR SHALL CONTACT LOU i (n M _� + — rib mm— s'n O --- S1UD NAiE� PONT GO 8 ASSOCIATES PRIOR TO ' I� _ - --- - �G� /2 ;--; ...._._._.____...._ »- MAKING ANY STRUCTURAL FIELD - - WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE SOLE PLATE ANCHORS — SEE SCHEDULE ON RY FROM THETNTENIONS TtOF THE RIGIHICH MAY ANAL 'i I I li I < sj'' 1 ) ON DETAIL 2/S3.Q D SIZE TO MEET i � 2. MINIMUM STUD SIZE AND SPACING ARE SHOWN. L-— --.I' - I C) T 0 M INCREASE FIELD NALTERNATIONOSCMADE PRIOR TO i I III ,r� ARCHITECTURAL AREQUIREMEN S.. BEING APPROVED BY LOU PONTIGO& i i < ASSOCIATES MAY RESULT IN _»_________ ADDITIONAL ENGINEERING OR { I' •5 TES SPRUCE PINE FIR.. SYP DENOTES SOUTHER FRA SEE DETAIL (2)2x8-1/2 i i i ! YELLOW PINE. :i . ii ~...— E F TOP PLATES AND PLATES. , ................................................ ..... . . . Y. 4f..' 1 N ' 8 S2.0 4.) USE SYP#2 OR ALL L OLE i STRUCTURAL / -(2)2x6 SPFy, :::: - ======' N ( J \ i BRACKET, SEE 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO POT BALLOON FRAME 1/S1.1 (2 PLACES) 1 M NIMOUM.RS E 2/50.0 ETE SLAB /FOR ADOITIONAL16d MASONRY UANCHORS ATT NAILS @ O.C. ((r W/ 2X6 SPF#2 SHEARWALLS I z ® AE I 6" 3 ao i _ @ 1 O.C.°5 r-.... TRUSS .FT �---' VE POST: FULL HEIGHT 6x6 P.T. SYP 2 �� POST TO SLA ABU66 # POST: 6x6 P T SYP#2 GENERAL NOTES POST TO SLAB: ABU66 ` B: ` TO FTG D ! i )5/ EE DETAIL 2/S3.0 FOR WALL FRAMING DETAIL. i — I SEE 9/S3 1 1. s ' ' BEAM a ROD SIZES AND SPACING. U w/6-16d & (1)5/,," ROD TO FTG: I '� I ` FOR B w/6 16d & (1 SEE WALL STUD SCHEDULE THIS SHEET FOR ST BEAM TO. POST: '' '� I I Y �I : � BEAM TO POST: ING AT GIRDERS AND BEAMS, r n V J '� f I i ,CONN. PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER �5 i X1i 2MSTA24 W/9 10d EACH END PLIES 2MSTA24 w/9-10d EACH END i I i t I .: � �1 _ _-~ V' I, — F AND FLOOR BEAM TO WALL FRAMING: i!i ,- ......... f =` - - - X.... �Q •• •• BE WALL FRAMING: w ,, ; ;x 22XT2i' 2 SEE SHEET SO 0 FOR ROOF SHEATHING SPECIFICATIONS.O SEE DETAIL 9/S3.1. I° - -- SEE DETAIL 9/S3 1 Y° PLACES) N Y ( (TYPICAL' (4) S „ (TYPICAL (6) PLACES) HUC212-3 HUC212-3 4 - f � � o II 3 WHERE FRAMING MEMBERS CONSIST OF MULTIPLE ;a= 5 PO �_ N � PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES LU t r \ li II _ �r .0 � r2-P-�- ZJ TOGETHER PER DETAIL 3.1 - _ ; I N f 2S S' / �. OST MATCH c� � W I' A r Zco i `9 _ LL SOLE PLATE ANCHORS PER DETAIL O x C ROVE 'i ii 4 INSTALL H 0 _ 3.0 �. / _•':. i v J N ' J @ 2 S i .................. z ® T. ...........................• i 00 6. AT SHEARWALLS PROVIDE DIAPHRAGM r. 4 .. m .................. � � II � � � ATTACHMENT PER DETAIL 1/S3.1 EIII5 t l,_ I III II I ................. �- _ '••••••` 8. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES SEE 1A/S4.0 I r I W ` I 3: FASTEN TOP € I`= ;f -a (3)2x6 SPF#2 W ' I 9. AT PORCHES, SEE DETAIL 4/S3.0 FOR FRAMING i N � _ P AT BOTH ENDry S III III II ! AND HOLD DOWNS OST > OF WALL PER :III o, II ' OF TRUSS FT27 III m` 1E/S4.0 f III II ; r ;III IN II Q :z. i iQ N aI J / I ;I w f/ i x _ r III L� .� III II •;III d 4< "q I� N IIII IJj II a I n ' jlll X III O z moi./ I r�i I r Q ; WATERPROOr ING IS 3 , r , t - BEYOND SCOPE t A�- OF I i • I , • , ,II STRUCTURAL ENGINEER. t III i � STR I � 1 p ' _ ! SHEATHING.Oam_= _ m �5 III z cD , - i --� III II r n I y , I I Ii N M I 00 SEE 9/S3.1 cv , r X - rj I N ry ........................... E ..t., 00 I / N 111 CONN.BEA NII � r I IIII z `• J I f III II (6)2x6 SPF# I z y i i i x (n I r EIII 'a al II �� ( ` N ca (3)2x6 SYP#2 II v FASTEN TOP OF WALL_/ ' O I POST AT BOTH 1 : I iN N IIII I -1 1 ENDS OF BM I . Q I o X � ;t-1......-.. ;---------------- -I (3)S TU D S Uo IIS ;(2)2x6-1/1 1� ............ :! j I (2)2x6 1/11 BELOW BEAM N IST FLOOR r:�--- X �..�_.»__________ ____»_ _� --- .� I IIS ��-------_.:..-:-r---------------------•---- �.. ............. � ;i . r . ` € F MING (2)2x8-1/2 i (2)2x6- (. .....\-. :�n �___ .,8E-APh-=f-BGVE -- x \ - ' t I ............... .: (2)2x8-1/1 3. ..............E I i *� E I PLAN XA N _ _»» II II SW N ILI ,G: ....................................... , I N , , •-- N .......... II / (2)2x6 SYP#2 11 8d „ SH ATH C OOR DEC PO , I r ONT. TO FL K 0 F AT THIS END I (2)2x0,-1/2 { I iii �' '• I I I - - T�•..-...-. ------ ••--- _ x Tr-,". F TR T20 THESE DRAWINGS.DI F A DIMENSION IS USSDo NOT SCALE i....... tfl FER TO THE ARCHITECTURAL DRAWINGS OR .:.. \ CONTACT THE E,O.R. `. z ----- S W NAILING: `. I ^ I Q 3„ 00 PLAN NAME HUC212 3 Sdc� TOUSEY RESIDENCE (n I < N FIRST LEVEL WALL FRAMING PLAN DESIGN/DRAWN/CHECKED ! H U C212 ' 3 SCALE 1/4" = 1'-0" CS / AOB LAP i I I a DATE E fy Y�1: �— "l. 10.28.14 CONTROL NO. : is . , 5595 E I ( TRUSS ID x NI • ' - N I i ................................ ................................ (2)2x6-1/1ti .-- ............................ _ �. - (2)2x6-1/1 : _ � -•---.._-.-•__... --•--- --- }__.--.• ......--. .-.:.,� ' 42063 a .! �_ » __ _...- .... ?:-'r - ' LPA NO. .......................... ` ... ........... ....... ........ •, , ............................................... SING-14-00612 SHEET , S1 .1 SHEET OF 1 0 i I INTERSECTION, 2x4SYP2 HIPS 4 TOTAL. { RAFTERS ER S @ 24" 0.C. 3 S4.0 (4)16d 6 d TOE NAILS S rr� EACH RAFTER TO TOP PLATE i ................ ............... ................ ............. 4LountLoPol an s� S4.0 Associates, Inc. i CD 00 tj 00 420 Osceola Avenue f WWWWN Irl - 1 N N N 1`0 Jax. Beach, Florida 32250 Q I Q Q Q Q .t m Ph.242-0908 Fax. 241-9557 H2.5T UPLIFT SAO; i ; FL: CA#8344 SC:CA#3579 @ 32" O.C. CONNECTOR 4 ! CONTACT US WITH YOUR COMMENTS = COMMENTS @ LP A.COM S4.0 ! _____________ i CUPOLA, ---- SEE A�tlt\��4�I1i911 sif;�%r, tail /S1. ,aa•��`' tt �i \� f�j' 8 °4,mar,♦ \ ErY S3.1s•♦��--., ' ` / • ♦ N v a r � JL -111Lray aNo a e FT26 s PLY = Sri OF o A\ N _- _-_ F MTS12 S3.1 ;__________________________________ I ` -. °•a.....♦♦ o` o ff 7 ------------------------------------ E F1 -'pf��I��Vf•1� @ 32 O.C. - _------..._. r , CAT BETWEEN TRUSSES ( REVISIONS DATE ATACH EACH END w/ r -.. x VER RAME RAF ERS 24" 0. F15 , L w/ VERF AME E GE ` (2)A35 CLIP ANGLES. l r SSE /S4. i �, CUPOLA DETAIL I f, ___..._____. �.2SCALE: NOT TO SCALE s3.i ........... ...... n F6 i DECKING TO NAILER I _� _____--.-- __ w --__ _ ___ FIELD ALTERATION ff !: N r f , ! CONTRACTOR SHALL CONTACT LOU : W/10d @ 6 O.C. I ; I - -------- (E PONTIGO a ASSOCIATES PRIOR TO y MAKING ANY STRUCTURAL FIELD 00 N ... ... ••.__.."_. .......i ,__ -_-_: �":: ° _ MODIFICATIONS WHICH MAY VARY RIP TO ESTABLISH W = rf I L r = I FROM THE INTENT OF THE ORIGINAL SLOPE PER ARCH. w v `FLOOR DECK E L� LL r _-•...._ �1 i 4 CONSTRUCTION DOCUMENTS.ANY I FIELD ALTERNATIONS MADE PRIOR TO /// I : �•; Z BEING APPROVED BY LOU PONTIGO& J 4 _____ _ { I i••............................... E ASSOCIATES MAY RESULT IN I I INSPECTION FEES. UPLIFT F13 ,- wLM I PORCH, OSB CEILING AT POR CONNECTOR I FLOOR ; , i SEE DETAIL 4/S3.0 TRUSS ` I F2 I ! _ _ ALL TRUSS PLATES ARE ALPINE PLATES I J APPROVAL 1999 3 5__..____r______., .............-..... .-_____�__ ------------------------._ .__-_-._-._ __..��____ ._._�__.__.�___.. .____ - I , r PLY ' 3 FT23 2-PLY J .- __..:.. �,r2 2 JOISTS BEAR s4.0 HANGERS ON JOB ARE AS FOLLOWS ON BEAM s F5 c� l UNLESS NOTED OTHERWISE J I_ 8 ' , _ I ''-j. <--•- 21% PLY L......... EXTEND JOIST TO J L JI ... € i . �' APPLICATION PAR APPROVAL s3.i � _�. i�, _ T # L # ...... un NAILER AND ATTACH ':Fic, _________ i w 8-10d TOE NAILS _ __ ^: .......... -- ' `, '�° >� PLY TRUSS HUS26 FL10655.94 / _ 2 6 YP 2 LED ER. 2-P 2 & LU A35 CLIP x LY TRUSS HGUS28 FL11468.8 , f , I • � � W 5 6" C r '. 4 OR TRUSS HU48 FL10447.22 w 110d @••1�� 0 F'' r2__�PORCH MENT r ATTACH = E on CEN L 2.0E BY_._ 3.. I � € _ E ALL BEAMS AR • TER LV B E S1.2 SCALE: 3 4 = 1'-0" / tie FL 4 O � I E ,' � APPROVAL 1535 .S 5» 4,f 7f - '_ Ce -1 2-1.7 X 2 LVL 1 2J� B 2x12 SYP#2 HEDGER. M F12 I S, T >. �,f ff J - L ........ r ;; EP DOWN .. ; . ! ;i 3 w/5 10d & (3) 4 � 5 € TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES i 6" MAX. 1 III! v, r ! _ BEARING FLOOR DECK , I w I` 1, STRAP TRUSSES AND ROOF RAFTERS TO /� I WITH 2-12d TOENAILS & 1-SIMPSON H2.5T UPLIFT NOTCH ! i. ' �., € n/ L J STRAP UNLESS OTHERWISE NOTED � ! 1 I 54.0 J I I a ..�..._,.._-»...-. t ..... ................................................................................... L f . . . . . . . ......... .. ... i : 'I ! F3 . I ;�! FT27 3-PLY F11 ff O IiE i , L (2)24 LVL r _. ......... BEAM I I !. I !4......L......A_._._ DI I @ i ^1 L J 512 J' JOIST I ! { I I ! I . . . . . . . . . . . N . . . . . I .....................i... ..1....................---.. BEYOND 6" MAX. M NOTCH ` 1 i J r i 3.5"x16" WOLMANIZED ! J E BLOCKING PER F10 BEAM i i N i I J IL OSB CEILING AT PORCH I . . . . . . . . .r . . . . . . . . . . ! ! F2 SHOWN S� I SEE, DETAIL 4/S3.0 . . . . . . . . . . . . . i`V i (. : 3 BEAM BEARING DETAIL ° ' ## ;! �_ L I S1.2 p DO SCALE: 3 4" = 1'-0" . . . . .N. . . . . . . . . . . 3 € i. ! _ m� F9 . . . I -I � G41 3 ........... `� i I. S4.0 Y Y. _" :: {„ F1 ... FLOOR & j I _ ----•-_ -- _-_-_-_ LOWER 4 . . . . . . . . . . . . . . . . . . . x - - - - - - S4.0 �\ `` y (2)24.0" 1.9E LVL I ROOF T �. - . . . . . . . . . . . . . ! TRUSS . . . . . . . . . . �� .. . . . . . . . . . . . . ' T S 1 _x ! BEAM MAY. BE �� PLACEMENT NOTCHED UP TO� PLAN . r d d ---- _. . ._._• --:__-�1 0 y T SEE 3/S1c 2 " BOTTOM 8 `` y ' S3.1 DO NOT SCALE DIMENSIONS FROM \ !I '< I `• THESE DRAWINGS IF A DIMENSION IS ��t�-. ��I UNCLEAR REFER TO THE I i x OVERT I \ _ I ARCHITECTURAL DRAWINGS OR 1 _...._. .................. ._._.._ ....... - CONTACT THE E.O.R. / 4 AFT RS 24D.C. I / ................ .................... ...........................__........ ........ > s4.o / E E ;_• Tall EDGE s d PLAN NAME EE5/S4, 4 TOUSEY RESIDENCE K51 3 / I I' - '� s4.o SYMBOLS LEGEND DESIGN/DRAWN/CHECKED j-"4 �i �.. ...._ -'`_` CS AOB LAP _ FLOOR LOWER ROOF TRUSS PLACEMENT PLAN H2.5T DESIGNATES UPLIFT CONNECTION. DATE 10.28.14 ` SCALE: N.T.S. I FRAMING PLAN NOTES: CONTROL NO. - i ¢ 1 ROOF SHEATHING AND FRAMING, SEE SHEE I ` ------•-- FOR TYPIOCAL G / ' : : 2. FOR ESPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. NOTE 1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAILS AND (1)H2.5T CONNECTOR. 5595 TRUSS ID. Fff 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET a.Q,Q, 42063 K50 UPLIFT CONNECTOR, SEE PLAN. 4. FOR TRUSS UPLIFTS UP TO 2200 LES., CONTRACTOR MAY FASTEN TRUSS TO THE FOUNDAnON w/ QGT LPA NO. 3 w/OT PER MANUFACTURER'S SPECIFM4ATIONS. SING-14-00612 5. WHEN USING (2)H2.5T CLIPS ON tl/' WIDE LUMBER, 4 1 S4.0 PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE SHEET FROM EACH OTHER. .......... F'T s4.o OUTLOOKERS s1.4 PER 4/S4.0 S1 ,2 SHEET 4 OF 10 SYMBOLS LEGEND ......................... DESIGNATES SHEARWALL. THE HIDDEN FOR RAISED HEADERS, STRAP THE TOP UPLIFT STRAP ---------- LINE DESIGNATES SIDE OF WALL THE ,� SW: 3&4 SHEATHING HEA I SHEA L TH NG TO B RWA EAP L PLATE TO HEADER WITH LSTA12 © 32 0.C. APPLIED. Sd ® j DESIGNATES Sd COMMONS E H2.5A STRAPS 3" O.C. EDGE & 6" Q.C. "I IN LIEU OF THE N THE ROOF FRAMING FIELD" DESIGNATES THE HEADER SIZE AND NUMBER OF PLY'S DESINATES NUMBER, (2)2x8-1/2 M R, HEADER SIZE & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. L o u P O n t i g 0 a n d SECOND STORY Associates, Inc. TOP PLATE ELEV. -(2)cs18 DESIGNATES STRAP ATBASE OF STUD 420 Osceola Avenue CONVENTIONAL STRAP WALL TO ---- BEAM OR TRUSS, SEE PLAN )ax. Beach, Florida 32250 j BEAM BELOW PER DETAIL 1/S1.3 h. 242-0908 Fax. 241-9557 ANCHOR LEGEND PF L:CA# 344 SC:CA#579 TOP PLATE TO STUD (2)2x6 SPF#2 POST CONTACT US WITH YOUR COMMENTS H2.5T@ 32" ON-CENTER AT BOTH ENDS OF 8d@3"/6"SW NAILING: �( A307 DIAMETER FULL HEIGHT COMMENTS @ LP-A.COM SIMPSON H2.5T TRUSS P68 TOP & BOT. OF SW NAILING. , ` 1 THREADED ROD, SEE DETAIL H2.5\T TRUSS P68TAIL 5 S3.0 v 1116ii1111lt1711((,l,r HEADER TO JACK STUD »/ » C(2)2x6 / O / /�5 ,`��,� �" A307 DIAMETER FULL HEIGHT •. ® ° CRIPPLE STUD 8d@3 6 -1 1 2 2X1 1 2 THREADED ROD, SEE DETAIL 5/S3.0 .° cENs MSTA24 STRAP EACH @ 32" O.C. CONVENTIONAL ----.- ... �`` SIDE OF HEADER STRAP WALL TO k �° �� Z " !! �. r_`i (a. -/' E J _ �" A307 DIAMETER THREADED ROD e M BEAM BELOW J_ \ IK/' - IIIA 5 2A ® TERMINATES AT FIRST FLOOR TOP Np 11 o N PER DETAIL 1/S1.3 Q �/ I S4.0 PLATE, SEE DETAIL 5/S3.0 n SW NAILING: 8d@3" 6" Z @v ! •• / _i- �� -` �•w, f„ (955�" A307 DIAMETER THREADED ROD ++ TE 0 ` N i ., ` s i PLATE,TERMINATES DETAILIL 5/S3.0 FLOOR TOP '.:'- :p <so .•i��L/y.`� N ...................... -----....__._.....-.__... ............_.-._eve � r°r_l' 4'°� �� O !f FJ _ ... ..F�........................................................ r� �r i Iji xi e;®-R.,+ s� e1� `� .x..............................X........................X.................. . .................................................. STUD TO LOWER FRAMING: ................................. �x -- E III i !E \ 12" LONG LIGHT GAUGE STRAP �A MSTA24 OR CS16 STRAP E E5 _:_...::::::::....:..:::::::....... (2)2x6-1/1 ; I (2)2x6-1/1{ U) LSTA12 FASTEN TO TOP PLATE AND STUD i {!) III rI I WITH 5-10d COMMONS SEE 11/S3.1 @ 32" ON-CENTER WALL STUD SCHEDULE rzEEvlsl°� DATE (2)CS18 (2)CS18 2 MSTA24 OR CS16 KING STUD TO LOWER \ ~ US i I I .I PLATE STUD SIZE STRAP EACH END RAMING 2 MSTA24 OR I 0O I i LOCATION HEIGHT & SPACING , I o a- i I (2)2x6 SPF#2 III I OF WALL SEGMENT CS16 STRAPS II III EXTERIOR - 2x4 SPF#2 0 16" O.C. E EE, 9. 1.. U? CnII I E "_.F2.Q.S_ _.�AT---TP+kS=9-Nl- MAX Z c j SII Ij 0 TR SS P � I EXTERIOR - 2x6 SPF#2 ® 16" O.C. or .. .. <. €E E - 1 i #2 Ii II -MMM MM 2x4 S ® 12' O.C. J N i _- 10 1 ._..._._________..__ .__.__ _._ ___ ____.._________ ___ 1_----------- -( � EXTERIOR 14 MAXAO„T 2x6 SPF#2 016" O.C. 2ND FLOOR ELEV. Z - - - ." _.._.._:_ .... _. 5 0 I I...........................................................: '........,_.._.._5....„_.....E_ 10'-0" . ; INTERIOR MAX 2x4 SPF#2 ® 16" O.C. i E •.,v,:.W�:M_✓ -- INTERIOR - F#2 12' 0" 2xs sP ® 16" C.C.o C. or FIELD ALTERATION : .................................................................. I STUD ND7ESti CONTRACTOR 8 ASSOCIATES PRIOR TO U i 5 ° MAKING ANY STRUCTURAL FIELD I,-M1 E 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE MODIFICATIONS WHICH MAY VARY F I.., E (D ROM THE INTENT OF THE ORIGINAL X 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONSTRUCTION DOCUMENTS.ANY WOOD BEAM GIRDER TRUSS OR HDR -/ 1 -- % ' CONTRACTOR MAY INCREASE STUD SIZE TO MEET FIELD ALTERNATIONS MADE PRIOR TO ' ' �� N ARCHITECTURAL REQUIREMENTS. BEING APPROVED BY LOU PONTIGo a S W NAILING: i' `� ASSOCIATES MAY RESULT IN E I �` BALLOON FRAME ADDITIONAL ENGINEERING OR �y 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN x6 S INSPECTION FEES. 1 CONVENTIONAL STRAPPING DETAIL &031P/61) I r '§ , ..-- l , w/ 2 PF#2 YELLOW PINE. CONVENTIONAL i ,! 1 @ 16" O.C. USE s .......................... � I 4.) YP#2 FOR ALL TOP PLATES AND SOLE PLATES. -------------------------- r STRAPWALL TO \,____ ______________ _____-__-_._-_____________-_____.-______________________.________ :-...-- ______ 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS S1 .3 BEAM BELOW 1' ............................ s.............. E ------•. / i.............. . , SONRY CUT NAILS @ 16" PER DETAIL 1/S1.3 II II I II i SEE 2/ O.0 FOR ADDITIONAL ANCHORS AT O.C. LA w d MA E E i SHEARWALLS .......... -- ------------ i1 = ; GENERAL NOTES I 1. SEE DETAIL FRAMING DETAIL.II -_ ..______- ` �,'R' """ _- 5`- SEE WALL STUD SCHEDULE THISLSH ET FOR STUD 4 x SEE 9/S3.1 I W SIZES AND SPACING. AT GIRDERS AND BEAMS, I ; OR BEAM I N t�l'l I E IEiI PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER I CONN. iEE III N CU PLIES. i I I a III �- vii 0 n, ( r I » ; 2. SEE SHEET SO.0 FOR ROOF AND FLOOR41 15 W I - - - - i \ �..........- .z....- . - -.-._.-- �p OZ CD SHEATHING SPECIFICATIONS Co CN .................................................. .............. xUj E � r I i N O N 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE ( I III III Q @ PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES (( ? TOGETHER PER DETAIL / 3.1 I �. - III , ' N [Y] 2 S , , , - . : c i'ri. �p iry LL SOLE PLATE ANCHORS PER DETAIL ALLEXTERIC)R"WALLS AT a o . _ _ _ _ .. s 2/S3.0 A µ THIS LEVEL ARE: E- W Ii X I , I _ l ® (n m \ Il: N i 2g 6. AT SHEARWALLS, PROVIDE DIAPHRAGM CONSTRUCTED OF 2x6 I o r „ I a0 J it �' S4.0 )/ ATTACHMENT PER DETAIL 1/S3.1 ' SPF#2 @ 16 O.C. WALL I ¢ Q � I I IIII FRAMING (U.O.N.), THIS i I O O m Q _ 8. FOR ATTACHMENT OF EXTERIOR WALLS THAT W E __..___ _- m___ _ ~ ` (2)CS) 518 \ TERMINATE BETWEEN TRUSSES SEE 1 A/S4.0 WALL FRAMING COMPLIES N I z w ------------------ 2 C ' WITH DEFLECTION CRITERIA. x II Q w I �r i } J O f 'E I � +{ f j � '•r. ..,�• i E �` frr I ••.::) I I x .. e 9AN AT PORCHES, SEE DETAIL 4/S3.0 FOR FRAMING I Z > W' N / i I 1 I E N \ D HOLD DOWNS - / (D l i I N O Q _S IEE 00 i } ( CU IIII -a00 l 0 0 \ �� I I t _ (n E Z J . I Q Z2 `.r ' ..•.............:::::::::::::::: ..... I ............:::::::::::::a...E:::::......::::::::::::::::::..::::� IIII ¢ Q • • , , ........ r.... ; l t�11 I I (2)CS18 ll IIII z I- �+ i Q M : Q W Z z ® � o 2 1 75" L.VL .-.-:O --.-..... cn FULL HEIGHT POST: 6x6 P.T. I _ _ { }_ _ �� _ _ -' ` _ti (2)CS18 i :E .. .....................................•-----•-----•--------------.............Ca.........---------------.......---•-- 51') I � M SYP#2S° ` ` J I BEAM :TO POST: POST AT BOTH SENDS IIII I N a II ---- . z t! J I i SEE 9/S3.1 I-- 2MSTA24 w/9-10d EACH END I : 1 OF TRUSS N62 IIII O o BEAM :TO WALL FRAMING: I N OR BEAM 'c�'� 1= w SEE DETAIL5/S3.1 CONN. I � .........................e - - `L��G w m (TYPICAL (4) PLACES) # r _• > < I -::------- --------- z Ii E N E � �••�.�•-'f � co jI II N l il! (2)CS18 (2)0!18 it •- ------------ === Y S MB L G C- O SLE END H2.5T DESIGNATES UPLIFT CONNECTION. FRAMING PLAN FR NOTES: 1. 0 F R TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)H2.5T CONNECTOR. 3. FOR GENERAL DESIGN SPEGFICATIONS SEE SHEET SO.0. Lou P o n t i g o a n d 4. FOR TRUSS UPLIFTS UP TO 2200 LBS., CONTRACTOR Associates, Inc. MAY FASTEN TRUSS TO THE FOUNDATION w/ QGT w/QT PER MANUFACTURER'S SPECIFICATIONS. 5. WHEN USING (2)H2.5T CLIPS ON 1'/s" WIDE LUMBER, 420 Osceola Avenue PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE Jax. Beach, Florida 32250 FROM EACH OTHER. Ph.242-0908 Fax. 241-9557 FL:CA#8344 SC:CA#3579 A 1 CONTACT US WITH YOUR COMMENTS COMMENTS @ LP-A.COM 3 2x4 BLOCKING •.,,„�„:,..- 0 48" O.C. \� e�J 54.0 �\p .... / Zi No. 53311 o ALL TRUSS PLATES ARE ALPINE PLATES ;, r... OUTLOOKERS TRUSS � APPROVAL # 1999-3 3 PER s4 0 ,. 4 STAT ®F o t S4.0 � S4.0 � � ...��V., ��'�, �` �•�j ' / .,9 s✓7'`�+�`�y�yy /11(�p`.+''+��' o HANGERS ON JOB ARE AS FOLLOWS ryv/ �,� .., ' - �'�,,,,; ` ' ► '`,+*�``` ' JL LUNLESS NOTED OTHERWISE _______ JL fill mill 11% c: I ....................................... .. .. ........... ,/ myu I I \ 7 / APPLICATION PART # APPROVAL # \ / ABLE TRUSS ... ............... ... ........ .............. S14 G RUS REVISIONS DATE S .. ..... ......... .............:. .............. L .. _ r 1-PLY TRUSS FIUS26 FL10655.94 J II ---- ------- \ / L t r \� \X : M59 ......... _- 2x8 RID /\ / /\ I J a� • � - ------I � CS16 STRAP / \ ' / \ :_X4, .03'ER ASE P TOP PLATE TO 3 _ : .... -\ / 1 FIELD ALTERATION 4 = L / .-_ _.__ ___-._-.. ________ _______ BLOCK H2.5T S4.0 i N r \ / IWI 58 / \ W/ V S> w/ CONTRACTOR SHALL CONTACT LOU _ I; SE 15 /S4.0 PONTIGO O ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD i LMODIFICATIONS IC �..-.......:.. ....---- -(' r .. ............:.................... FROM THE INTENT,OF THE RIG NAL TRUSS ROOF RAFTER NOTES: STRAPPING NOTES 2x OVERFRAME 1 GABLE BRACING DETAIL _ CONSTRUCTION DOCUMENTS.ANY RAFTERS @ 24" O.C. 3 S1.4 FIELD E DALT APPROVED NS MADE PRIOR I OTO _ ... ... iLOU ADDITIONAL ASSOCIATES RESULT OR 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING `c� r� .� .. f S4.0 INSNAL PECTIONFERI WITH 2-12d TOENAILS & 1-SIMPSON H2.5T UPLIFT Ij SEE 5/S4.0 M57 STRAP UNLESS OTHERWISE NOTED ------ - 1 I VGT1 W WO THREADED ROD F i=€ TO SLAB _..... L53 I Kii 4 ;^ a 2 $ f3�f�RFfhiE ---------------------- 41111 _.._..._ 3.S3.0RAF ERS XO.C. S 0> 1.L1 RAFTERS 24" 0.C. , w I . _ ... ....._..�._ __ -. OVERFRAME LEDGERUj SEES 5�S4 0 I r s I i 0 OK S PER /S4.0rp ----A-,-, 0 y+ , 3 2x 1 6 COLL R TIE - ................. .............. � - ` :SII I F*....... . . ............ ...... , s I I I J W I I S1.4 U1S I I ^4 S3.0 N61 13-P IY -S : S 7 ..... .......................... -. J t • I I .b ..t ...1 � sl 0 -- _ m • III i J z z E' OSB CEILING A PORCH 4 L4 r - SEE DETAIL4/S3.0 s3.o - (y VGT1 W/ 5/$"� THREADED"ROD I I� 5i \/ i .� :,: TO SLAB I 3 X X L \ / ..till S4.0 -__-_- -\.----..-.... } ................` I €� ROOF TRUSS x R PLACEMENT I II =-P66 � LACEME I: sl ,v PLAN jl 4 I I S4.0 li m LL�� __ 4 t' S4.0 DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. UNCLEAR REFER TO THE ION IS ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. 's- NAME NAME a a TOUSEY RESIDENCE I' DESIGN/DRAWN/CHECKED ROOF TRUSS PLACEMENT PLAN CS AOB LAP DATE SCALE: N.T.S. �Y 10.28.14 r CONTROL NO. n j NOTE: 5595 1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-,12d TOENAILS AND TRUSS ID. UPLIFT CONNECTOR, SEE PLAN. 42065 LPA NO. SING-14-00612 SHEET SIA SHEET 6 OF 10 „ M 8 x 8„ BOND BEA wl 1—#5 CONT. DE l WALL L FR AM IN G NT . PR OVI - CORNER E R BARS (TYPICAL) PI CAL i i (1 )#4 MIN. CONTINUOUS,S PR OVI DE C OU I CORN ARS (TYPICAL)ER B f SIMILAR AT FRONT AND REAR x ---a--�I MON 0 SLAB FOOTING AT PORCHES, PORCHES W/0 FRAME WALL < \� i STEP, SEE ABOVE. CONTRATOR MAY x �\ :: �, WHEN SPECIFIED ON PLAN. ARCH. �� Lou Pontigo and OMIT CHAIR BLOCK & FORM _ Associates, Inc. N (4” MAX.) EQUAL TO SLAB EDGE OF 4” SLAB. SLAB ON GRADE, THICKNESS. 420 Osceola Avenue TOP OF FOOTING P SEE PLAN. I --; f. .` ax. Beach, Florida 32250 GARAGE CURB DETAIL Ph. 242-0908 Fax. A#241-9557 9 AT WALLS GREATER THEN 4 SLAB RECESS DETAIL FL:CA#8344 SC:CA#3579 TYPICAL WALL FRAMING -"' •^ +�, '" ' CONTACT US WITH YOUR COMMENTS GRADE OR CONC. ; '`:r',' '. -�,' 3 f, SOLE PLATE AND ANCHORAGE SEE S2.0 SCALE: 3 4" = 1'-0" COMMENTS @ LP A.COM �''-' ';-',:r 4'-0" HIGH NOTIFY E.O.R. /4 DEEP SAWCUT / SLAB, SEE PLAN. ,�`, `\`4' SLAB ON ANCHOR,--\ PLAN ,f,• FOR TEMPORARY BRACING w/ ELASTOMERIC GRADE, SEE PLAN. ,,af2�b�liislx +r „ ,e,, f r rr� SEALANT STEMWALL REINFORCEMENT } `µ� f \-- �•� `'� 'r ``� `\f. �;�;-`l z �' =•• ` , ''• r'" '1 LAYOUT PLAN AND \.'� ,-,: SEE PLAN ` PERMANENT LATERAL SLAB ON BRICK VENEER IS ''�N / CMU \.,�' '�' r ., , ' - *' -- REINFORCING �';�'..''., ,�... = ''�r;,;, ,. -- \ %I SUPPORT DETAIL. -:-. :------...�,,. :........- :i.:.:.......:: ..........� °, P'-- -- ---- , ---- GRADE ACCEPTABLE WITHOUT e4� v �:`GENS'� COURSES , ,.. \ i \ •. ,, ; .f .. WALL FRAMING 1 TO 6 #4 VERT. ® 48"O.C. fir;. . :, `� i` SEE PLAN. c o 4 DOWEL TO MATCH `` f ' � /ti �-' INCREASE OF FOOTING g N # , '�.�. r r r ?~ SIZE. _ o, 7 TO 10 #4 VERT. © 24"O.C. \, • • `� WALL REINFORCING. NOTES: �,,-_,_�_:�.�, , � •.••-. :%i>� STEP SEE ARCH. PLAN. `-' 1) PROVIDE SAWCUTS TO CREATE r ,.` .:r iw{ ''' E OF N 11 TO 12 #4 VERT. ® 8"O.C. \ c, N #3 TRANSVERSE q (y -; ;r'' `- ' CONT. CONCRETE FOOTING P; .'• E - ,� - r r \ �. APPROXIMATE 12 X 12 MAX. SQ. -,�_.�'1. .�..;.��-'_...%...::....<,•' . �- -. �. GRADE, :� � hORICJ 4 o STEMWALLS OVER 6 COURSES TO 2 SAWCUT CONC. SLAB WITHIN 4 TO BAR @ 48" 0.C. �� gyy, bd'611a9MA a r1 SEE PLAN HAVE TRUSS TYPE H 0 R I Z. JOINT ) �.._____,_"--- -----=-------- -:�..__--_--.-�'. n�• r �,.';\,��"�- 12 HOURS OF CONC. PLACEMENT. OR BAR CHAIR 2#-5 CONT. REINF. BETWEEN EVERY OTHER 12"d x 24"w COURSE. FILL CELLS SOLID. w/(3)#4 OR (2)#5 CONT. REVISIONS DATE 3 C� 48" 0.C. OR #3 TRANSVER .-;; # BRICK VENEER IS BAR © 48 O.C. 3" ROD CHAIRS (TYP.) ACCEPTABLE WITHOUT OR BAR CHAIR 8"x16" 1—STORY, w/(2)#5 CONT. INCREASE OF FOOTING SIZE. 8"x20" 2—STORY, w/(2)#5 CONT. 1 STEM WALL AND FOOTING 2 SA CUT DETAIL 3 INTERIOR FOOTING DETAIL 5 MONO. FOOTING AT STEP-DOWN FIELD ALTERATION I S2.0 SCALE: 3/4" = 1'-0" S2.0 SCALE: 3/4" = V-0" S2.0 SCALE: 3/4" = 1'-0" S2.0 SCALE: 3/4" = 1'-0" CONTRACTOR a SHALL OCIATE PRIOR PONTPONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY OVERLAP SIDEWALL TOP PLATE FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY h ROD (ONE IN SIDEWALL) BEING APPROVED BY LOULD ALTERNATIONS MADE ONjNRTO E ADD ZONAL ENGINEERING OR BEING APPROVED BY LOPONTIGO& IT NG ALWAYS PLACE INSPECTION FEES. DRILL & EPDXY 4 O 18"o.c 3 " HEADER AT # MATCH OOR �4 �� & BEND DOWN INTO STAIR WITH, SEE ARCH. RECESS TOP OF ROUGH SLAB ON 1- OPENING CONIC STAIRS SECONDARY ` ' ,,_ . GRADE, I� 5/8"0 THREADED ROD SEE PLAN. _._. -_ew POUR _' �� . . . . �.. .� .: /3x3x'/4" PLATE !,A =. PAVING .I. ROD 5 I w `f''\ ` . • �' -', 4® 18 o.c DOWELS BEND BY BUILDER ' ;;. • (ONE IN SIDE 1 2» INTO STAIRS > 12 x12 WALL) MAX 8" CMU STEMWALL w/ ` - �\ <, . MATERS L DETAIL 7B ;; MIN. (3)2x12 HEADER #5 VERT. HOOKED INTO =' �+ FOOTING © 40"o.c A �\ T 4" MIN. (U.O.N.) ON PLAN. s 1#5 CONT. II I EXTEND HEADER TO 2 2 2 2 2 w BEND 2$-0" -• - � \. '.(2)2x6 SPF#2 FA o 0 LLJ INTO SLAB (TYPICAL) - - �` � ' � GRADE sf� II ' • R SIDE OF WALL `' AS SHOWN. W 0x4 0 PIECE OF WALL SLAB ON \, . GRADE, SIDES OF 0 . ; �, BOT - `t,. . . . G SINS ,, ; , < ..: II CORNER 1 BELOW GARAGE HEADER SHEATHT UPPER WALL SEE PLAN. M SHEATING ALL A N .n .,, . ... , , •., ,- .- �- (2)2x6 CO `' • �3 '' 't �,`: -'' .I ON EXTERIOR STUD (TRIMED AS DETAIL" A . . .47 � ., . JACKS AND 1 :___ SHOWN) NOTE: SHEATING IS ON EA. -- - C ) SIDE OF WALL TYP. FTG. EXTEND TYP. FTG C� THICKENED EDGE „ KING. ' t ' Uj WIDTH, SEE STAIRS & PROVIDE w/ 1 —#5 CONT. ;; FASTEN SHEATING TO HEADER w/ 8d COMMON OR GALV. BOX NAILS DETAIL 1/S2.0 #4@ 18"c.c E.W. IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING DETAIL 7A (STUDS, BLOCKING & SILLS) TYP. II A DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS :all II �� I S/8"0 THREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN 7; THICKENED SLAB r ` ' STUDS) DRILLED AND EPDXIED w/ 12" EMBEDMENT & 3x3x'/4" WASHER. K*_6 CONCRETE STAIRS SECTION z S2.0 SCALE: 3/4" = 1'-0,f S2.0 SCALE: 3/4" I I U m II _ tr cn {; 8, GARAGE 'PORTAL FRAMING ` ATTACH LEDGER TO CMU STEM STEP AS PER ARCH., 6" MAX 1#4 CONTINUOUS, PROVIDE WALL w/2-5/$�"S�x6" EXP. 2t RIM BOARD TO MATCH CORNER BARS 3' EA. SIDE ANCHOR AT 24 OC. INTO FLOOR FRAMING. OF RECESS. (TYPICAL) S LID FILLED CELLS PER ARCH I ► "x8" P T SYP No 2 SILL PLATE w/ I� 5 /2 2"0 x 10" ANCHOR ''BOLT W/ TYPICAL WALL FRAMING � FOUNDATION AND ANCHORAGE PER I UT AND 2"x2"x'/8" PLATE —� CONSTRUCTION SPECS. ASHER © 24" O.0 DETAILS GARAGE CURB DETAIL �- = t SIMPSON "H3 CLIP CONT. BRICK LEDGE _ _ EA. RAFTER. ==4: _ V I JOISTS PER PLAN (AT BRICK ONLY) L___� SLAB ON SIMPSON LUS210 JOIST 8"x8" OPEN BOTTOM LINTEL BLOCK " ' DO NOT SCALE DIMENSIONS FROM M P ........:..... ....:.u... AM GRADE � ' SIMPSON MSTM16 _ , HANGER W/ 8-10dx1 /2 2 BOND BE w/ 2—#5 CONTINUOUS THESEDRAWINGS.IIFADIMENSION IS SEE PLAN. NAILS = w/4—�4x Y4 TIREN UNCLEAR REFER TO THE TO CMU & 7-10d 8" C U STEM WALL CONTACT THE E.O.R. Q z } ,- ✓ % I-t. .l J •,- - ! . t, TO TRUSS. ARCHITECTURAL DRAWINGS OR `� ALT. FOOTING AT PLAN NAME . • I L.I — TOUSEY RESIDENCE . I - BUILDERS DISCRETION. _ _ C14 •' � i r- % i — •'>': / ..... DESIG ECKED I I I = -- �, z 1-�-...-.:. N AWN 6x8 OPT. EXTENSION #3 © 48" O.C. OR CS AOB LAP I FOR BRICK LEDGE ADD ROD CHAIRS (TYP.) O10.28.14 � DATE 1—#5 CONT. „ :. •4 2f CONTROL NO. 16 w/(2)#5 CONT. 24" I CONTINUOUS CONCRETE 5595 3" CLEAR FOOTING, SEE 1/S2.0 TRUSS ID. (TYP). 42063 m c LPA NO. s MONOLITHIC EDGE FOOTING 1 o PORCHFRAMING SECTION SING-14-00612 SHEET �-o S2.0 S2.0 SHEET 7 OF 10 s NOTES: TYPICAL AL H EADER NAILING ING WALL L FRAMING A TYPICAL 0.131X3 " TOE NAILS SPF #2 OR BETTER FOR 1. USE TYPICAL LAP SPLICE: 2X 6 2x8 5 NAILS( TOP LATE NAILING: LL STUDS.. SHEATHING, NAILING: TYPICAL P ALL WA ROOF SH TYPICAL STUD = S NAIL 7 , TION „ 2x10 2x12 , CA S ECIFI 3 E SP 0.131 �x SE 12 2. USE SYP#2 FOR ALL TOP 0.131x3 END AILS: g LVL, 11 LVL = (7) NAILS FASTEN ALL TOP PLATES PLATES AND SOLE PLATES. (2) @ 2x4, 14" LVL, 16" LVL = (9) NAILS TOGETHER w 3 ROWS / ( ) Lou Pontigo and SEE 3/S4.0 (3) @ 2x6, OF .131x3 @ 12" O.C. STAGGERED. Associates, Inc. 3. USE SYP#2 FOR ALL TOP (4) @ 2x SYP#2 ° ° HEADERS ___ SYP#2 DBL. HEADER, ° ° �, —_--__ 420 Osceola Avenue r�``�'� TOP PLATE PER PLAN 4 —0 MIN. I FULL HEIGHT ANC OR 61�X•I )ax. beach, Florida 41-95 4. ALL WALLS SHALL BE Ph. 242-0908 Fax. 241-9557 BALLOON FRAMED FULL r ` EITHER SIDE OF PLATE FL: CA#8344 SC:CA#3579 HEIGHT TO ROOF OR FLOOR I HEIGHT CHANGE I I BUILDER MAY CHOOSE EITHER THE DROPPED CONTACT US WITH YOUR COMMENTS BEARING ELEVATION, U.O.N. ON I 1 2X—BLOCKING ON Y RAISED` COMMENTS @ LP A.COM PLAN. I REQUIRED IF SHEARWA L HEADER ARCHED TRANSOM OPTION: HEADER CONDITION OR RAISED HEADER CONDITION --J 2x SPF DIAGONAL BLOCKING PERMANENT TRUSS SYP 2 DBL. FASTENED w/ 3-0.131"x3" 5.) FASTEN BOTTOM PLATE OF # SIMPSON H2.5T OR DROPPED BRACING BY OTHER TOP PLATE °°° ea•a•° °°°°° INTERIOR LOAD BEARING LSTA12 STRAP FOLDED HEADER EA. END TYPICAL. WALLS TO CONCRETE SLAB OVER TOP PLATE SHEATHING MAY EXTEND 2" ® ' `O UT NAILS @ _ ____ PAST BLOCKING— WINDOW Noo`� 331'1 w/16d MASONRY C ° >> NG AT ALL ---- ----- ARCHED SYP 2 HEADER, ATTACHMENTS MUST 16 O.C. MINIMUM. SEE BLOCK( ____ _____ # ANCHOR INTO 2x MATERIAL. FOUNDATION PLAN ADDITIONAL SHEATHING JOINTS: TRANSOM FULL HEIGHT PER PLANS _ .c2 m , TIE OF o ANCHORS AT SHEARWALLS 00 2x4 FLAT WISE. FASTEN FASTEN LOWER STUD OPTION ANCHOR, SEE �� END WITH 2-10d TO TALLER STUD w SEE RIGHT ��°' '°,e`° l t ,Qd9• k.°� N EACH / PLAN FOR SIZE JACK AND SOLE PLATE ANCHOR SCHEDULE y° ` � 1'l1 �';' '� x$ TOENAILS. ONLY REQUIRED 2—ROWS OF 10d COMS AND LOCATION KING STUDS, T, TOENAILS. ,►,�►'`' AT SHEATHING JOINTS FOR @ 12" O.C. WINDOW SILL SEE SEE PLAN THREADED EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE INTERIOR BEARING WALL: EXTERIOR WALLS AND TYPICAL SOLE SCHEDULE 3/S3.0 SHEARWALLS FOR SILL SIZE AND WINDOW SILL SEE � ROD 0 SPACING SPACING SPEC. DEPTH DISTANCE REVISIONS DATE SEE PLAN FOR STUD SIZE PLATE NAILING: 2 AND O.C. SPACING. SCHEDULE 3 S3.0 � 3/8 40" 16" 2x2x'/s" 3'/ " 1 3/4" 0.131x3" TOE NAILS: CONNECTION EACH / SOLE PLATE ANCHOR: FLOOR SHEATHING, END FOR SILL SIZE AND �/2"� x 6" LG (MIN 1/2 48" 24" 2x2x'/8" 3'/2" 1 3/4" SEE SPECIFICATIONS (3) @ 2x4, CONNECTION EACH 31" EMBED.) CONTINUOUS BLOCKING (4) @ 2x6, END MASA 48" 24" N/A N/A N/A THREADED ROD WITHIN FLOOR SYSTEM (5) @ 2x8. WHERE POST IS ABOVE. 16d COMMONS ANCHOR DRILLED & CD EPDXY w/2"0 x $" @ 16 O.C. —=— —� z w PT. SPF#2 PLATE WASHER, 1 I 1 ¢ SOLE PLATE SEE SCHEDULE BELOW I FIELD ALTERATION . . . . A _Ll� SYP#2 DBL. ; _ �� TOP PLATE I I CONTRACTOR SHALL CONTACT LOU PONT Go 8 ASSOCIATES PRIOR TO r I MAKING ANY STRUCTURAL FIELD _ I` 2x6 SYP#2 BLOCKING BETWEEN MODIFICATIONS WHICH MAY VARY —__— ———— I I J FROM THE INTENT OF THE ORIGINAL j FOUNDATION, SEE PLAN EA. TRUSS. FASTEN TO TOP CONSTRUCTION DOCUMENTS.ANY I I I OR TO Q sj ' I c_u 8„ �N' 2x6 SYP#2 NAILER PLATE w/ 10d @ 4"o.c BIENASSOCIATESAPPROVED MBAYLOU DPOTSULT R08 MAX. M ADDITIONAL ENGINEERING Q WA L FRAMING AT WALL FRAMING AT WALL FRAMING AT FASTENED TO TOP CONVENTIONAL INSPECTIONFERI FROM SOLE I I 1 > PLATE HANGE CONDITION RAISED HEADER CONDITION PLATE BREAK DROPPED HEADER CONDITION PLATE w/ 10d @ 3"O.c FRAMING, -� w N PER 1/S4.0 L------ ---J - ' Q - SEE 8/S3.1 —/ 2SECTIONS SEE 3/S4.0 TYP. WALL / �-O SCALE: 3/4 INTERIOR BEARING WALL: SEE SCHEDULE FOR STUD SIZE PORCH SHEATHING BLOCKING AT ALL HEADER j SHEATHING JOINTS: AND O.C. SPACING. WALL WINDOW SILL SCHEDULE SEE SPECIFICATIONS SHEATHING 1 2x4 FLAT WISE. RO UGH DROPPE HEAD MINIMUM END BELOW END FASTEN EACH END OPENING OR SILL :ILA FASTENER EACH END WITH 2-10d TOENAILS. WALL SHEATHING < 4'-4" (1)2x4 PF #2 (4)12d TOE NAILS HEADER & SUPPORT w PORCH PARALLEL PORCH POST, PER PLAN. �(2)MSTA24 I ONLY REQUIRED AT BLOCKING AT ALL TO SOLE PLATE s 6'-4" (2)2x4 PF #2 (5)12d TOE NAILS TO WALL PERPENDICULAR I STRAPS w SHEATHING JOINTS SHEATHING JOINTS RAISE '/4" FROM TO WALL I FOR EXTERIOR WALLS 4 8'-4" (3)2x4 YP #2 (1)A34 + (4)12d TOE NAILS ,_ , ' I ' 2x4 FLAT WISE. FASTEN ,h BOTTOM OF SOLE SYP#2. (2)12d TOE 24 16 GAUGE POST BASE: L{„� WALL AND SHEARWALLS EACH END WITH 2-1Od PLAN AND FASTEN 12'-0" (3)2x6 YP #2 (1)A35 + (4)12d TOE NAILS _ HEADER, NAILS E.E. STRAP w/11— POST( 24" 16 GAUGE 4x4 POST:ABU44 O TOENAILS. ONLY REQUIRED w%8d @ 3, 0 C. BELOW 6x6 POST:ABU66 SHEATHING SEE BELOW -FOR BOX:GIRTS°,REQUIRE, D,; BETWEEN `'" PER PLAN OPENING (MIN) 10dx1Y" EA. END STRAP w/11— AT SHEATHING JOINTS FOR WINDOWS IN TWO 'STORY CLEAR HEIGHT WALLS. r EXTERIOR WALLS AND _ fi , 1061Y2' A.' END ' P SHEARWALLS _. _ PORCH. END * t SLAB (6)12d TOE NAILS _ TOP & BOT. ._ FASTENER PORCH HEADER, f ' I . it 1..L.� SEE PLAN EE DETAILS SEE DETAILS 2x— SPF T&B w/ A HTS16 S /s ROD ON S2.0 12d @ 8" O.C. : ON S2.0 KING' & JACK STRAPS MSTA24 EPDXIED 3 KING & _ (TYP) _/ -STUDS SEE PLAN STRAPS 6" MIN ---- --� r----- ----- ----- -- I JACKS •1. I I I 1 SHEATHING PER PLAN PLAN VIEW OF PLAN VIEW OF ELEVATION VIEW OF w CONT. AT A HEAD OR SILL PORCH HEADERt PORCH HEADER PORCH HEADER j 1 i Q GIRT/VERT SIMPSON LTP4 ON PLATES SEE AT CORNER POST AT POST AT POST 1 I I i i 1 JOINT. INSIDE FACE, IF NO SCHEDULE 1 I 1 I 2x SPF RIPPED JACK STUD PORCH SHEATHINGSPECIFICATIONS: , n __J W ------------_j �-------------� ------ TO FIT ARCH. BOX BEAM BETWEEN WINDOWS ROUGH OPN'G, SEE ARCH. �/2 " GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS @ 6"o.c EDGE & FIELD z DEPTH REQ'D. OR O SECTION A—A IN TWO STORY FRAMINGLq MULTI STORY 3/8 " (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS @ 6"o.c EDGE AND FIELD SINGLE STORY C� 1 TYP. WALL SECTIONS 3 WINDOW HEAD AN SILL FRAMING 4 TYPICAL PORCH FRAMING DETAILS (f� S3.0 SCALE. 3/'4" = 1'-0" S3.0 SCALE: 3/4" = 1'-0" �-oSCALE: 3/4" = 1'-0" 1 '> WHERE ANCHOR IS SPECIFIED ON FU _L HT ANCHOR TERMINATES ' CONVENTIONALLY STRAP (1/S5.0) CONVENTIONALLY STRAP (1/S5.0) AT UPPERMOST TOP PLATE PLAN ADJ. TO GIRDER/BEAM WASHER PLAN ( I AI FULL HEIGHT I WHERE MAX. ANCHOR WHERE MAX. ANCHO LOCATE ANCHOR WITHIN w NUT AND WASHER --- y-- �.----. ANCHORING SPECIFICATIONS SPACING IS EXCEEDED SPACING IS EXCEEDED OF 6" OF POST. ' ANCHORING SYSTEM: THE THREADED ROD ANCHORING I; I 1 t DOUBLE FULL HT' SYSTEM SHALL CONSIST OF %"0 A307 THREADED i I I I; 1 SOLE ; ANCHOR 1 1 1 I I I I r UPLIFT FULL HT. TOP PLATE. RODS, ORIENTED VERTICALLY AND ATTACHED TO THE 1 I I I 1 I CONNECTOR PLATE ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE 1 I I I IPOST, PER I I DOUBLE TOP , 1 j j I I I PLAN I I PLATE SEE PLAN INDICATED IN THESE DOCUMENTS. ABOVE I I I II:, 1 MAXIMUM SPACING _ LOCATIONS I ? TOP PLATE, PROVIDE A 2"x 2"x Ys" STEEL WASHER. I I I I ...... WALL STUD , FASTEN WITH A NUT AND ALLOW AT LEAST 3 1 I I I 1 SEE THREADED ROD A OR POST. I THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) FRAMING SPECIFICATIONS ON FULL HEIGHT I I I 1 SOLID BLOCKING I _ PLAN I THREADED ROD DETAILS '}>.. :;. -- ROD INSTALLATION: AT ALL PLATE PENETRATIONS, 1 I I I I I WITHIN FLOOR I I SEE PLAN ', _ PROVIDE A HOLE IN THE PLATE 1A" LARGER THAN THE _ _ I I I 1 ;(TYP) j I ; ELEVATION DIAMETER OF THE THREADED ROD USED. WHILE SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER -a— (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES — �..— — — j— I-- — I-- IFLOORi RU S OR JOIST i j ` .. FULL HT. ONECONTINUOUS0 UNFEASIBLE. THE I ,- RODSHALL BE INSTALLEDAPPROXIMATELYCENTERED a r— += — — — — — �— — — — — ANCHOR - IN HOLE. RODS MAY BE SLANTED FROM TRUE DO NOT SCALE DIMENSIONS FROM �)CS16 I I I 1 I 1 VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO THESE DRAWINGS.IFADIMENSION IS (TYP) i i i 1 I I 1 I S LE PLATE ANCHORS STEEL COUPLER AT SILL PLATE AT TOP PLATE UNCLEAR REFER TOTHE AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. ARCHITECTURAL DRAWINGS OR 1 1 1 I I I I 1 < I I PER SCHEDULE ON PLAN. OPTIONAL, LOCATE CONTACT THE E.O.R. � I HEADER, 1 1 j j I I 1 ' I 1 AS NEEDED) � THE NUT ABOVE THE UPPERMOST PLATE SHALL BE FULL HEIGHT ANCHOR INSTALLATION: CHART t SECURED OVER THE WASHER To A SNUG-TIGHT I I FLOOR PLAN NAME YPICA I I I I I I I I 1 v --- CONDITION PLUS ONE TURN OF A STANDARD 1 I I 1 POST TO I 1 FRAMING WRENCH APPROXIMATELY 30 FT.—LBS. OF TORQUE TOUSEY RESIDENCE I 1 1 1 I SE TABLE AT RIGHT } MATCH I - 1 THREADED © O O DUE TO SHRINKAGE AND COMPRESSION OF BUILDING i I I POST ABOVE 1 I FO EPDXY EMBEDMENT I` DESIGN/DRAWN/CHECKED FOUNDATION, ROD b WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE CONTRACTORS SHALL RE—TIGHTEN NUT TO 30 cs AOB LAP xe. I I I I I I I I j I AND 'EDGE DISTANCE. FULL HEIGHT PER PLAN. HOLE HOLE SPEC. DEPTH DISTANCE FT.—LBS. OF TORQUE AFTER ALL TRADES ARE 1 I 1 I I I 1 1 I THREADED ROD----- 3 8 '/2 p /2 2x2x /s 4 4 2 3" COMPLETE AND PRIOR TO INSULATION. 10.28.14 I I I I SEE PLAN / , , „ „ DATE 1/2 5/$"� 9/tfi"� 3x3x'/4" 6" 6" 2Y2" 3" EPDXY ANCHORING: ALL THREADED RODS SHALL BE ' DRILLED & EPDXY ANCHORED. SEE INSTALLATION CONTROL NO. I I I ' ' EMBEDMENT 5/8 3/40 3/4"� 3x3x'/4" 10" 10" 2Y2',' 3" 5595 INSTALL 1—STORY THREADED RODS ;..--_ CHART FOR EMBEDMENT AND EDGE DISTANCE 6"MAX. FROM WHERE 2—STORY RODS CANNOT BE INSTALLED DEPTH O MONO STEM MONO STEM REQUIREMENTS TRUSS ID. FULL HEIGHT. =ANCHOR 42063 KING STUD FULL HEIGHT ANCHOR PLACEMENT DIAGRAM THREADED ROD INSTALLATION CHART LPA NO. WALL SECTION SING-14-00612 OD FRAME WALL ANCHORING SYSTEM 5 FULL HEIGHT WO SHEET S3.0 SCALE: N.T.S S3,0 5 SHEET 8 OF 10 't T SOLE OLE PL ATE JOINTS S INSTALL 2 PLY 1.9E S 16d 2-0. 2 ROWS 2-0.145x3" PAF EACH SIDE. MICRL 0 LAM COMMON WIRE PAF's MAY BE OMITTED ON ONE SIDE LVL BEAM @ 12"().c IF A SOLE PLATE ANCHOR IS WITHIN EA. SI E - 12 OF JOINT BOUNDARY OF RATED SHEATHING, SHEATHING SEE GENERAL NOTES SOLE PLATE ANCHOR Lou Pontigo and n PER DETAIL Associates, Inc. N � EXAMPLE OF PANEL J 420 Osceola Avenue EDGE w/ BLOCKING 11/4" @ 2x6 WHERE REQUIRED = ,, Jax. Beach, Florida 41-95 k BY GENERAL NOTES _ 11/2 @ 2x8 11/2„ 2250 Ph.242-0908 Fax. 241-9557 FL:CA# 8344 SC:CA#3579 >- N BUTT JOINT CONTACT US WITH YOUR COMMENTS `�' (3)ROWS OF 5" SILL PLATE MAX. MIN. COMMENTS @ LP A.COM F- ° x , NAIL SPACING AT - TRUSSLOK SUPPORTED EDGES, 3 ROWS 3 PL 1.9E °O N ENGINEERED WOOD SOLE PLATE BREAK GENERAL NOTES 16d COMMONJ MICR LLAM x ° 12d NAILS FASTENERS @ 24"o.c WIRE @ 12"o.c LVL EAM FROM OTHER EA. SIDE SIDE OF 2nd AS SHOWN 4-16d EA. SIDE o °� EXAMPLE OF UNSUPPORTED - PLY No. 533�1 ®a = M (UNBLOCKED) PANEL EDGE MULTIPLY LVL & " `ll ® a N J m � i �r al s a (TYPICAL) 2x12 0 . -°0 % 8� OF .`[� NAILING PATTERN 4'-0" MIN. , ,$® . l `db', X, NAILING TO i INTERMEDIATE SUPPORT IS 6"o.c MAX. (UON) STUDS, ROOF 2x6 or 2x8 2x4 2x SYP.#2 DBL. TOP NAILING PATTERN NAILING PATTERN BUILT-UP PLATE. FASTEN REVISIONS DATE TRUSSES, OR TOGETHER w 2 FLOOR JOISTS ADD 3rd BEAM FASTENING /„$ ) ROWS OF .131x3 @ (2)2x- 2x- 12"o.c STAGGERED - (2)2x- UPPER PLATE BREAK MULTIPLE MEMBER > 14" DEEP �1SHEATHING NAILING DETAIL 2 BUILT - UP EMBER FASTENING 3 ENGINEERED WOOD BEAMS 4 PLATE BREAK DETAIL tl FIELD ALTERATION SCALE: 3 4" = 1' 0" S3.1 SCALE: 3/4" = V-0" S3.1 SCALE: 3/4" = V-0" CONTRACTOR SHALL CONTACT LOU 53,1 SCALE: 3/4" = 1'-0" S3.1 / / PONT GO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY LOCATE FULL HEIGHT FROM DOCUMENTS.ANY ANCHOR ON SIDE OF A FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO fi CORNER WHERE UPPER 2x4 BLOCKINGASSOCIATES MAY TOP PLATE OVER LAPS s3.1 RESULT IN ADDITIONAL ENGINEERING OR @24" O.C. FASTEN INSPECTION FEES. EACH END w/3-10d TOENAILS 1y" 1%" PENETRATIONS THROUGH STUDS 3' 3$$ » „ „ 3" 3" 31,313"0"0"3" ON STUDS WALL" LOAD BEARING OR LOADBEARINGLOAD NON-LOAD 3�„ 3Y„ STUD BELOW L EXTERIOR WALL WALL BEARING BEARING I I 2 LOWER TOPfl- COMMONS 4-10d - M PLATE AT BREAK OVER LAP DOUBLE SIZE BORED HOLE SIZE BORED HOLE SIZE WALL NOTCH WALL NOTCH SI PLATEST ";_, WALL INTERSECTION r 40% 60% 60% 25% 40% STUD FACE ( n ORTHOGONAL VIEW SPICE JOIN 3 » _ 7 3 STUD FACE BORED HOLES %" MIN. v , CONDITIONS 2x4 1 -/s , 21/8, /s, 1 /is BORED HOLES OF CORNER 3"3" 3"3" 3"3" 3" 16d NAILS 5 " 2 2x4 2 Ya 2 ys �js 1 3j$ /s MIN. DIA. 40% OF W - STUD WIDTH, 2x6 2 Y4" 3 5/6" 1 3/s" 2 Y4" 60% OF STUD DIA. 60% OF i • • . . . . • . . . . . _ STUD WIDTH I..L.J • 2 2x6 3 5/s„ 3 5/s„ 1 3/s" 2 Y4" WIDTH IF DOUBLE MAX. W . . . . . . . . . . . . . . . . . . 3» 3„ 3» 3„ 3» 3» 3» 2x8 2 �/8" - 4 3/e'� 1 13�6�� 2 3/8" STUD 3 » 3 13 » 7 O 2 2x8 - 4 /s 4 /s 1 /s 2 /s 1/» 1'_2" 1'-2" NOTCH 25% NOTCH 40% 71. CORNER WALL INTERSECTION " OF STUD OF STUD WALL HOLE WIDTH MAX. WIDTH MAX. CONDITIONS CONDITIONS 4'-0" SIZE SIZE NOTES: 2x4 1 3j4" W 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS SECTION "A" EXTERIOR OR NON BEARING n/ 2. �- DENOTES 3"x0.131" GUN NAILS @ 6" O.C. VERTICAL 2x6 2 3/4" BEARING WALL PARTITION LL 3. O DENOTES FULL HEIGHT ANCHOR, SEE PLAN NOTE: 2x8 3 5/s" 4. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE 2x4 LAP S LICE = 16d NAILS @ 3"o.c (MAX.) PLATES: 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE 2x6 LAPS LICE = 16d NAILS @ 3"o.c (MAX.) TOP AND BOTTOM PLATE HOLE, CUT OR NOTCH THAT IS 50% OR MORE OF OPTIONS ARE SHOWN TYPICAL FACE NAILING 16d NAILS @ 14"o.c (MAX.) WIDTH MUST BE REPAIRED USING 16 GA.(MIN.) METAL TIE THAT IS AT LEAST 1 y2» WIDE. FRAMED WALL CORNER AND � Z 5 INTERSECTIONS STUDS CONFIGURATIONS 6 NAILING AT AP SPLICE CUTTING, NOTCHING, BORED HOLES IN STUDS AND PLATES 0 S3.1 SCALE: 3/4" - pp 1'-0" S3.1 SCALE: 3/4" - 1' 0" S3.1 SCALE: 3/4" = 1' 0L9 cn m IF TRUSS . REACTION EXCEEDS 6„ 2300lbs PROVIDE CRIPPLE STUDS DBL. OP MAX NOTCH HEADER DIRECTLY BENEATH TRUSS PL TE BELOW TOP PLATE q B (D� B PORCH -GUN NAILS °I HEADER, ° °I SEE PLAN. FULL EIGHT t ANCHOR OR HOLD DOWN AT BASE OF MIN. (2)2x4 WOOD �D D D D POST BELOW. & (1) ADJ. C C 2x4 SYP 2 HORIZ. BRACING @ OPTION A TO PORCH HEADER. 5-10d TO SIMPSON H2.5T 24" O.C. BETWEEN OUTER WALL C C TOP PLATE AT INTERIOR FRAMING & FIRST INTERIOR TRUSS, NAIL FLOOR SHEATHING, FACE OF WALL, DETAILS EACH END w/ 3-0.131x3" NAILS SEE SPECIFICATIONS SEE PLAN. CONT. RIBBON LSTA12 FOLDED ROUGH OPENING, SEE ROUGH OPENING, SEE (TYP) TRUSS UPLIFT TABLE AT LEFT TRUSS UPLIFT TABLE AT LEFT BOARD (TYP) DOUBLE TOP PLATE OVER TOP PLATE r- 5-10d TO FLOOR _ CONTINUOUS OVER w/5-10d NAILS I STUD TRUSS Al 6„ HEADER INTO TOP PLATE & 2x4 SYP#2 MAX 5-10d NAILS INTO THESE DRAWINGS.IFA DIMENSION IS DO NOT SCALE DIMENSIONS FROM BEAM. SPACE UNCLEAR REFER TO THE DIAGONAL 4 HEADER DOWN CONNECTION HEADER UP CONNECTION LSTA12 H2.5T ARCHITECTURAL DRAWINGS OR FASTEN EA. @ 24" O.C. CONTACT THE E.O.R. k CONNECTION CONNECTION ALTERNATE ALTERNATE END w/ FLOOR TRUSSES o o UPLIFT CONNECTOR UPLIFT CONNECTOR PLAN NAME 3-10d COMMONS OR JOIST. o o CALL OUT CALL OUT TOUSEY RESIDENCE ---- ------ 8-GUN CEILING � NAILS A H2.5T `@ 32" O.C. TOP & BOT A LS18 @ 32" O.C. ff DESIGN/DRAWN/CHECKED . ....................... ......................... ........................................................................ WALL FRAMING WALL FRAMING � ---------------------------------------------------------------------------------------------------------- .......................... B SEE PLAN B SEE PLAN CS AOB LAP LINE __._ _ ___---------- -------v-________________- --.._.__.____--_---.._.___- ___- _.___ --__-__------------___________ DATE C (1)MSTA24 STRAPS C (2)CS16 STRAPS 10.28.14 MIN. (2)2X4 WOOD CONTROL NO. FLOOR TRUSS PARALLEL FLOOR TRUSS PERPENDICULAR BELOW. & (1) ADJ. D FULL HGT.5/8" THREADED ROD D FULL HGT 5/8" THREADED ROD OPTION B TO PORCH HEADER. 5595 TRUSS ID. 42063 LPA NO. TRUSS JOIST AT WALL FRAMING 9 TYPICAL PORCH BEAM CONNECTION 10 HEADER TIE DOWN 11 WALL STRAPPING SING-14-00612 8 FLOOR � � S3.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0.1 SHEET S3.1 �31 t S3.1 ,g SHEET g of 10 ...... ...... .... ...... ...... ...... ....... . ..... ....... ....... ... .. . . ... ....... .... .. ....... ..... .. . .. ............ ROOF OF TRUSS.US s. SYP 2 2x4 NAILER FASTENED TO TRUSS WALL SHEATHING » » O.C. OF BOT. CHORD w 0 .1 31 x3 Q _ 0 / R EA. TRUSS. » BLOCKING BETWEEN C. 8 d COMMON N WIRE NAILS � 2x4 BLO SHEATHING G w 8d � 3 0. � „ S. D TO _ U S FASTENED / TR FAS O.C. ATTACH AT EACH WALL STUD w / 3 16 _ TO BLOCKING CK IN G � 3 v T 12" FLOOR OR 2x4 SYP#2 CATS A ROOF TRUSS. � � NAILS AT EA. FRAMING INTERSECTION. O.C. FASTENED TO TOP 11 t/4 SHEATHING FASTENED TO �� TOP PLATE w/ 10d � 3" O.C. I (MIN. OF 6-16d BETWEEN EACH TRUSS) Lou Pontigo and PLATE w/ 4-0.131x3 MAX. I Associates, Inc. COMMON. t , SHEARWALL NOTES: i 16" MAX. 1. CONTRACTOR ANY 420 Osceola Avenue \ i� Jax. beach, Florida 32250 2x SYP#2 CONT. ATTACH ALTERNATE OPTIONS - ND w TO TOP PLATE AND TRUSS A,B,C, OR D FL:CA# 834 Fax. A#35 9 FASTEN CATS EACH E / FL:CA# 8344 SC:CA#3579 3-0.131x3" COMMON TOE NAILS w/ 0.131x3" © 3" O.C. EDGE OF 2x MAY OVERHANG TOP PLATE. SHE RWALL 2. USE ALTERNATE A. PERPENDICULAR TRUSS WALL CONTACT US WITH YOUR COMMENTS JU AT EXTERIOR WALLS AIL B SHEATHING COMMENTS @ LP A.COM SHEARWALL OR SHEARWALL DET EXTERIOR WALL ENDING BETWEEN ROOF • ,�er ,,.,„ %'" TRUSSES. STUD WALL FRAMING °°` C_ ALTERNATE B ALTERNATE C w/ 2x SOLID BLOCKING b0�,°°°°° ��°=��N�•°°/ ''' ALTERNATE A -_ 3. USE ALTERNATE AT SHEATHING EDGE �' o 8d COMMON WIRE NAILS ° ,� E & F FOR FLOOR �� \`� e• 91 , ROOF FLOOR DECK 10d ©4 O.C. FLOOR TRUSS ATTACHMENT TO BLOCKING @ O.C. ° so �° FASTEN TRUSS. / \, -Kan SATE DIAPHRAGM d /1� OSB 2x4 SPF#2 ONTINUOUS I ► ° OF TRUSS. ,..:; ,, F # d� TO NAILER w/ (1) ROW 8d LEDGE FASTENED ••° ��; N O 3" O.C. FASTEN TO TOP °!-' �l' >' /i6 " OSB '. TRUSS WEBS WITH ROOF TRUSS �� , }°•(Ab ,�;••`�, PLATE w/ (2) ROWS /��/: r: BLOCKING -' �'` w/3-0.131x3 OF 8d @ 3 O.C. ;:j , PAN! `� FLOOR COMMON. FOR PERPENDICULAR TRUSS CONNECTION 2x4 SPF Vii; :>.r: ,�;..;: i. ,:.�F: FRAMING SYP#2 2x4 NAILER FASTENED ALL AROUND '�� %� ��" �:f,..°�� °" � � SEE DETAIL B ABOVE. REVISIONS DATE 2x4 SYP 2 CATS AT 12" CONTINUOUS 2x6 SYP#2 CHORD w FASTEN CATS EACH END w/ # TO TRUSS BOT. / 3-0.131x3" AILS © 6" O.C. O.C. FASTENED TO TOP LEDGER F STEN WITH (2) ROWS 0.131x3" @ 3" O.C. INTERIOR PLATE w/ 4-0.131x3 5-0.131x3 EA. STUD. SHEARWALL. COMMON. SW-2 sHEARWALL OR-//LL PARALLEL TRUSS 5-16d NAILS EXTERIOR WALL ALTERNATE D ALTERNATE E (TYPICAL) ALTERNATE F DETAIL A FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU 2 WALL ADJ. TO `ROOF CONNECTION PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD WALL ATTACHMENT AT ROOF Et (FLOOR SEE CONSTRUCTION SPECIFICATIONS FOR ROOF MODIFICATIONS WHICH MAY VARY 1 SHEARWALL 4.O FROM THE INTENT OF THE ORIGINAL AND WALL SHEATHING AND STUD FRAMING. ELDALTERNACONSTRUCTIOIONS MADE FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a S4.O ADDITIONAL ENGINEERING OR ASSOCIATES MAY RESULT IN INSPECTION FEES. 4-12d TOE _ ROOF NAILS (TYP.) 2x4 SYP#2 OUTLOOKERS 8d COMMON NAILS TRUSS @ 2 O.C. AT 3" 'O.C.(TYP) 2x4 BLOCKING. FASTEN H3 OR;H2.5T HURRICANE CLIP Co? EA. EACH END w/3-10d OUTLOOKER TO TRUSS. 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, ( TOENAILS FASTEN TO ROOF FRAMING BELOW 6-10d w/ 4-12d NAILS AT EACH RAFTER. EXTEND SHEATHING VERT. COMMONS ROOF 'SHEATHIN,G TO TOP OF TRUSS AS SHOWN. , .... ... . OVERFRAME RAFTERS, SEE PLAN. PROVIDE 2x4 BLOCKING ` L+ AT HORIZONTAL JOINTS. 2X6 `" •L 1 1 � k `= ANGLE W HEEL > 1 -0 BRACE I.•I SIMPSON H3 w/ 10-8d COMMON WALL STUDS ROOF SHEATHING, SEE AT 16" O.C. Uj ry NAILS FROM RAFTER TO LEDGER THESE STRAPS SPECIFICATIONSE3ELOW. O ' W L SHEATHING UP k_.. I AND LEDGER TO ROOF MEMBER. 2x SPF BLOCKING 2X4 T-BRACE. ONLY I I MAY BE OMITTED RIPPED TO FITS EEREQ OODri;: GABLE'�IF_ND TRUSS 2x4. SPF#2 PRE-ENGIN 9UUJ, FOR BRACE s WHEN 'OVERFRAME Wit._ OWN -= ." ,. ; . , . M BLOCKING WITH GAP SH ROOF TRUSSES. RAFTER LENGTH fir:::''_ Q LENGTHS > 8 -0 . t - '.:>�r.; I`II \� . . IDE MTS12 LY �. _, ALT. TO BOTH H3 ABOVE L THAN 41-0" s`PROD OR CS16 DIRECT FASTEN w/10d COMMONS ESS •" L - I AFTER 2X4 2 S P BLOCK =@ EACH x. RO TRUSS © 6 ON-CENTER GABLE BRACE. F STEN *EACH W I � . ROOF MEMBER. BETWEEN OVERFRAMING R OF END W/ 3-10d TOENAILS AND ROOF MEMBER. SYP#2 LEDGER ATTACH ry r� = TO EACH STUD, PER BLOCK TO DBL TOP SCHEDULE BELOW . _ PLT W/ 2,H2 5T SHEATHING MAY I N TERMINATE AT PROVIDE SOLID SP F#2 BLOCKING AT PANEL JOINTS ADJACENT A-SINGLE LEDGER ' TOP OF DBL. UPLIFT - 0.131x3" BOE NAILS ,@ 8"O.C. TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. TOP PLATE. CONNECTOR, VERTICAL SEE PLAN FULL HEIGHT \ • • I FROM BO . CHORD.. OF TRUSS REACTION LEDGER SIZE & NAILING ^ ANCHOR TO DBL. OP PLATE 0 775 2x6 w/ 5-0.131x3" " < 1'-0" I OP PLT 776-1250 2x8 w/ 8-0.131x3" 5 < HEEL i ;� O 2x4x6' SYP#2 LATERAL BRACE EA. g-10d LSTA12 48 O.C OR DBL T INTO BOTTOM I TO GABLE TRUSS BOTTOM CHORD W/ 1251-1540 2x10 w/ 10-0.131x3" I TYPICAL CONNECTION X-BRACE w/ -16d COMMONS » 1540-1850 2x12 w/ 12-0.131x3" m HEEL < 5" CHORD OF EA. TRUSS. SDWC156Q0 © 36 O.C. OMIT IF I Ln r SHEATHII G OVERLAPS GABLE 12" MIN I 4 GABLE END RACING 5 DECK LEDGER AT OVERFRAME RAFTERS 3 ROOF TRUSS CONNECTION S4.0 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. S4.0 NOTES: 1. SPACE GABLE END BRACING © 4'-6" MAX. S4.0 2. ALL MATERIAL 0 BE SYP#2 2x4 BLOCKING 4-0.131x3" TOE NAILS (2 EA. SIDE) MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. SINGLE CI G NOTES S ECIFIC TIO H3 @ EA. 2x4 OUTLOOKER NOTE 0 TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXEPT OUTLOOKER AT 24" O.C. PLACE GABLE END TRUSS FOR T-BRACE SHALL BE 1x4 SYP#3 TO THE INT. FACE OF WALL STUDS OR BETTER OR 2x4 SPF#2 OR BETTER. ROOF BALLOON ,,,FRAMED WALL AT 16" O.C. (UON) STUD SPACING, SEE SHEATHING AND FASTEN TRUSS TOP C° FRAMING PLAN OR A AND BOTTOM CHORDS TO 2.)BRACING LUMBER SHALL INTERSECT BALLOON FRAMED WALL4v; (1)DIAGONAL BRACE PER SCHEDULE. 4 TRUSSES APPLIED I°I THE WEB OF THE BRACED TRUSS, PER 5-12d TOE STUDS w/ 2-0.131X3" ' ( ) I I DELEGATED TRUSS ENGINEER. NAILS EACH I°I 2x4 BLOCKING AT NAILS ATEA. STUD. ' TO BACKSIDE OF WEB. I I ROOF 48" O.C. BETWEEN TRUSS 3.)PERMANENT PERMANENT BRACING ROOF TRUSS n A I°I WHERE NOTED ON TRUSS MFR. SHOP GABLE AND FIRST FRAMING BRACING APPLIED TO i i DRAWINGS. THE CONTRACTOR SHALL INTERIOR TRUSS. FASTEN GABLE END DBL. SYP#2 LEDGER FRONT SIDE OF WEBS. I°I PROVIDE 1x4 SYP#3 OR BETTER TRUSS w/ FULL HT. ATTACH TO EACH STUD, DETAILS I I BOTTOM CHORD BRACING PER SCHEDULE BELOW. ° To BRACE F STENED TO I°I I ANCHOR AND HA4 ° w 1 _d O 6"O.C• I I PERPENDICULAR TO TRUSS BOTTOM I EA. END B-DOUBLE LEDGER WEB / "THE ii CHORDS AND ATTACHED TO ECH A II _ IILE ° SCA o o T-BRACE TO BE TRUS WITH 2-8d COMMON NAILS. AT U,, I; _ _I _II k VERTICAL HEEDDO DRAWINGS.IF I4 ° - I' _IL THESE DRAWINGS.IFA DIMENSION IS SAME SIZE, SPECIES, I I GABLE END WALLS PROVIDE D1,4GONALS _ _ REACTION LEDGER SIZE & NAILING UNCLEAR ALDREFER TONGTHE AND GRADE AS WEB I°i AT END WALLS PROVIDE DIAGONALS ARCHITECTURAL DRAWINGS OR S LATERAL BRACING, SEES TO E BRACED. I i 1850-2345 2x8 w/ 6-t/4"�x6" SDS SCREWS CONTACT THE E.O.R. CONTINUOUS (APPROXIMATELY 45�) TO THE TRUSS SHOP DRAWING FOR QTY. AND I I I I 2346-3125 2x12 w/ 8-'/4" x6" SDS SCREWS L.: I°I ADJACENT EXTERIOR PERPENDICULAR I I PLAN NAME LOCATION. IF MORE THAN (1) LATERA I I WALL BETWEEN EACH LINE OF BRACING I I PLAN RESIDENCE BRACE IS NEEDED, OVERLAP BRACE I°I TO FORM A ZIGZAG PATTERN ALL j AS SHOWN. DESIGN/DRAWN/CHECKED CONSTRUCTED OF THE SAME BRACING I I cs AOB LAP co MATERIAL. THIS REQUIRMENT I NOT I I LEDGER A NOTES: WHERE A LEDGER IS INDICATED DATE NECESSARY AT HIP ROOFS. ALSO I I ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, 10.28.14 I I ALONG EXTERIOR WALLS PARALLEL TO CONVENTIONAL SW I THE LEDGER IS BEING USED TO ATTACH THE ADJACENT CONTROL NO. BOTTOM CHORD BRACING PRO "DE ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE 5595 DIAGONALS IN THE END SPACE ANCHOR PER SCHEDULE. NO FULL HEIGHT ANCHOR ' ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. TRUSS ID. BETWEEN THE WALL AND `'THE FIRST REQUIRED. LINE OF BOTTOM CHORD ,,BRACING ATA 42063 MAXIMUM SPACING OF 20 FEET LPA -0 8 LEDGER CONNECTION. SING-14-00612 7 BALLOON FRAMED GABLE END SHEET BRACING = 1,_0„ S4.0 TRUSS TO LEDGER CONNECTION BY TRUSS a; 6 PERMANENT TRUSS s4.o scALE. 3/4 S4,0 ENGINEER. NOT SHOWN FOR CLARITY �` S4.0 SCALE: 3/4" = 1'-0" sHEET 1001 10 , , = I X11 � . `1 L �� - ' .,. . � • � l