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306 12TH ST REV CURB b r f S2.0 � S2. ' 1 I -- --- - - - - - - - - - - - - - - - - I---' Lou Pontigo and F S20 CURB Associates, Inc. I I 420 Osceola Avenue C RB Jax. Beach, Florida 32250 SLAB _ I i t i I 1 �4 CONCRETE SLAB w/ I Ph. 242-0908 Fax.241 9557 1 ( I I s2.o FIBERMESH © 1.5 LBS/C .YD. I 7B FL: CA# 8344 SC: CA#3579 52.0 1 I OF CONCRETE 0� 6x6 W .4xW1.4 CONTACT US WITH YOUR COMMENTS I I WWF ON 6MIL I VAPOR BARRIER s2.o COMMENTS @ LP•A,COM IN PREPARED GRADE.-\ I I aitea 1 I i4acm•�w(H{/pfA�ala��,l'sI I I 52.0 I I I � •� "'^ate �" ° V ° o O a ° � SZo N ,-'mss I I CURB ° -------- --- 6 I =rFSTA E OF CA S2.0 I I I ? r< o,, po ----- ----- ------ I I REVISIONS DATE I-- ----------- --- -- I 52.0 1 - - - � - - - - - 000 - - - I 11'-9" I I 7g OWNER REVIEW 11.12.14 a I I I Sz.o 7'-11" e MIT I I I I 1 I I I LF -J I L - - - - - - - - - - - - - s2.o CURB FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU I I0 MAKING ANY STRUCTURAL FIELD PONTIGO a ASSOCIATES PRIOR TO 1 L--J o I I i MODIFICATIONS WHICH MAY VARY 1 'g FROM THE INTENT OF THE ORIGINAL - - F2.5 _ S2•p CONSTRUCTION DOCUMENTS.ANY - FIELD ALTERNATIONS MADE PRIOR TO L I I I CURB BEING APPROVED BY LOU PONTIGO& ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR S2•0 INSPECTION FEES. I II I II � POST: 6x6 P.T. SYP#2 s2.0 POST TO SLAB: ABU66 w/6-16d & 1 5/$" ROD TO FTG I I I I I s2 o F3.0� - - - / O I I - � (TYPICAL (6) PLACES) I � � I a 411 CONCHw LU POST: 6x6 P.T. SYP I FIBERMESH © 1.5 LBS/CU.YD. ( -I � I #2 - J OF CONCRETE OR 6x6 W1.4xW1.4 I I POST TO SLAB: ABU66 w WWF ON 6MIL VAPOR BARRIER I j w/6-16d & (1)5/$" ROD TO FTG IN PREPARED GRADE. I � I I (TYPICAL (4) PLACES) LIJ v 4f: r/ I ' 3 I I PROVIDE SAW CUTS PER J I I ` BRICK STAIRS _. BRICK BY STAIRS I 2/S2.0, BUILDER TO F2.5 - - I I BY OTHERS i COORDINATE WITH FINISH FLOOR MATERIAL. 3 11 o I r I s2.o I I MI o I o 1 I a � 2x12 PT LEDGER, I � 1 I 2x12 PT LEDGER, SEE 10/S2.0 1 N1 SEE 1O/S2.0 F2.5 / o I N I 0 1 10 I m I � ; I I , N 52.0 s o == :0 I I i I (� LL z io 52.0 I 11 -- _ I x 3: N I F3.0 L 1 X I I g I N I I I ; I FILA Cupy 52,0` I I I d .. _ „�,-... - - - - - - - - - - - SYMBOLS LEGEND - - - - - - - - - - - - - - I FOUNDATION -J 1 ----- DESIGNATES FOOTING LINE S2.0 \ 1 L ---- --- -- --- - --J I DESIGNATES SAWCUT LINE PLAN S2.0 - - - - - ® INTERIOR LOAD BEARING WALL 4" CONCRETE SLAB DESIGNATES SLAP RECESS _ - I FIBERMESH@ 1.5 LB CU.YD. I I 1 OF CONCRETE OR 6x W1.4xW1.4 J I S2.0 ---/ BEAM OR TRUSS, SEE PLAN WWF ON 6MIL VAPOR R - FOUNDATION PLAN DO NOT SCALE DIMEN51ON5 FROM SCALE: 1/4" = 1'-0" THESE DRAWINGS. REFER T THE ION IS I S20 IN PREPARED GRADE I ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. D 4 I �I 2,0 I g PLAN NAME g I g I PROVIDE SAW CUTS PER ( FOOTING SCHEDULE AND NOTES TOUSEY RESIDENCE s2.o S2,0 2/S2.0, BUILDER TO s2.o BRICK STAIRS DESIGN/DRAWN/CHECKED ORDINATE WITHMLI S - CURB BY OTHERS TYPE LENGTH WIDTH DEPTH BOTTOM BARS CS / A06/LAP FLOOR MATER, F2.0 2'-0" 2'-0" 1'-0" 3-#5 EA. WAY BOT. DATE - O F2.5 2'-6" 2'-6" 1'-0" 3-#5 EA. WAY BOT. 10.28.14 t - F3.0 3'-0" 3'-O" 1'-0" 3-#5 EA. WAY BOT. CONTROL NO. - - - - - - - - - - - § F3.5 3'-6" 3'-6" 1'-0" 4-#5 EA. WAY BOT. 5595 t F4.0 4'-0" 4'-0" 1'-0" 4-#5 EA. WAY BOT. TRUSS ID. r g g F4.5 4'-6" 4'-6" 1'-0" 4-#5 EA. WAY BOT. 42063 S2.0 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE LPA NO. S2,0 g FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, SING-14-00612 S2.0 STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. SHEET 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. SID 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. SHEET 2 OF 10 SYMBOLS LEGEND DESIGNATES SHEARWALL. THS HIDDEN Fd6 "L LINE DESIGNATES SIDE OF Wt\LL THE PRE-ENGINEERED SW: 3/6 SHEARWALL SHEATHING TO BE APPLIED. u � VARI SEE PROVIDE 2x4 SYP#2 8d ® DESIGNATES 8d COMMONS ® ROOF I RUSS " EDGE & 6 O.C. IN THE ARCH. ANS NAL BRACE FROM FIELD" P.LATFO M FRAMED WALL t DESIGNATES THE HEADER SIZE AND TO RID BEAM.: FASTEN �i (2)2x8-1/2 HEADER SOIZEP&�ACK/KINGESTUDS BER, � ��ti (2) SIMPSON MSTA24 w/5-12 EA 'END. / \\ NEEDED FOR SUPPORT HEADER. ,. Lou Pontigo and STRAPS ALONG TOP OF _ (2)2x10-1/2 5 Associates, Inc. BRACKET THROUGH SMALL I I -(2)CS18 ASE OF STUD RAP AT DESIGNATES Uff II SLOT IN SHEATHING, 2x6 S P 5 cX I I B 420 Osceola Avenue FASTEN TO 2x6 CEILING J{ I TS - N LSTA112 ____ BEAM OR TRUSS, SEE PLAN lax. Beach, Florida 32250 Q 24 - o' I Ph. 242-0908 Fax.241-9557 ' II BLOCKING r� W I FL:CA# 8344 SO CA#3579 --- _ w 1 ANCHOR LEGEND N W CONTACT US WITH YOUR COMMENTS H2.5T © EA Ld z 1Q N2.0 _ z \ 5 N = I LSTA1 COMMENTS @ LP-A.COM TRUSS, uj Q x W I A307 DIAMETER FULL HEIGHT J C z ® CD a• "s11 ,T l,'fI Q r7 N I THREADED ROD, SEE DETAIL 5/S3.0 Y2"O CARRIAGE _ �`' 00 74J _ _ ao J LSTA112 p THRU BOLTS W = Q - (� A307 DIAMETER FULL HEIGHT 4� • edA " p' j ! / > Q z ® i X THREADED ROD, SEE DETAIL 5/S3.0 �4ay HEX NUTS & Q z ® _ WASHERS. N Z _ LSTA112 �" A307 DIAMETER THREADED ROD my 63311 '; ; \ (2)2x6 BLOCKING 0 1 I 1 TERMINATES AT FIRST FLOOR TOP V 0 a BETWEEN WALL 4x4 PT CURVED - - 5 I PLATE, SEE DETAIL 5/S3.0 STAT OF BRACE CUT OUT FT26 ABOVE" i w. •b < �. •' �;, N STUDS. " A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP +s +` (��,� o• OF 4X8 STOCK__ (2)2x6 SPF#2 �w��� - - 5 FASTEN TOP OF WALL ( 5 PLATE, SEE DETAIL 5/S3.0 ��,,°vg ,� � e POST AT BOTH ENDS 2)2x10-1 2 $ 1E/S4.0. 1/2 "0 LAG SCREWS. / PER DETAIL 5 12" LONG LIGHT GAUGE STRAP °°Jppmm�esiunnUU,S`, 2 i OF TRUSS FT25 I LSITA12 I 1 LSTA12 FASTEN TO TOP PLATE AND STUD ALL EXTERIOR WALLS AT I I I © 12" O.C. W/ ( � (3)2x6 STUDS THIS LEVEL ARE: °` WITH 5-10d COMMONS SEE 11/S3.1 7" TO 10" LONG. w/ DTTZZ © CONSTRUCTED OF 2x6 _ t I I REVISIONS DATE OVER (2)2x6 WOOD ;' BASE OF STUDS SPF#2 @ 16 O.C. WALL OSB WALL I I WALL STUD SCHEDULE Q OWNER 11,12.14 0 w REVIEW BLOCKING ON NEW FRAMING (U.O.N.), THIS SHEATHING. I _ Ll Al2 I PLATE STUD SIZE STUD WALL. WALL FRAMING COMPLIES 5 2)2x8-1/2 III < J I Q I HEIGHT & SPACING (3)2x6 �STU S C,1 w LOCATION WITH DEFLECTION CRITERIA. (2)JACK STUDS 0 00 i z w/ DTTZZ j I N = I EXTERIOR s'-1" 2x4 SPF#2 ® 16" O.C. w 111 © C° a°o BASE 'C)F STUD �) N I 1oAX1 2x6 SPF#2 ® 16" O.C. or Of STRUCTUARAL WOOD ROOF > � L Al2 I EXTERIOR MAX 2x4 SPF#2 ® 12" O.C. ri--,� BRACKET D SHEARWALL NOTE: SW: 3 6 Q I POST T v 1 `� j EXTERIOR 14'-o.,TO 2x6 SPF#2 ® 16" O.C. T MATCH POST 1 1 tD'-o" S1.1 SCALE: 1/2"-1'-0" SW: 3/6 DESIGNATES SHEARWALL o N III x I FROM AB L TA12 1 INTERIOR MAX 2x4 SPF#2 ® 16" O.C. » n » ,� N I MAX2x4 SPF#2 ® 12" o.c. FIELD ALTERATION III ' I INTERIOR 12'-0" 2x6 SPF#2 ® 16" O.C. DL NAILING 1 8d © 3 EDGE AND 6 FIELD �- 2)2x8-1 (2)2x10-1/2 1 5 ( CONTRACTOR SHALL CONTACT LOU N I PONTIGO&ASSOCIATES PRIOR TO (n �fl+ � MAKING ANY STRUCTURAL FIELD � If 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE MODIFICATIONS WHICH MAY VARY SOLE PLATE ANCHORS - SEE SCHEDULE ON � I I / FROM THE INTENT OF THE ORIGINAL ON DETAIL 2/S3.0 � I I �� �� 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONSTRUCTION DOCUMENTS.ANY ~ III L--J CONTRACTOR MAY INCREASE STUD SIZE TO MEET III FIELD ALTERNATIONS MADE PRIOR TO ARCHITECTURAL REQUIREMENTS. BEING APPROVED BY LOU PONTIGO& 2)2x8-1/2 GARAGE PORTAL ASSOCIATES MAY RESULT IN t 5 T � YELLOW PINE. SPRUCE PINE FIR.. SYP DENOTES SOUTHERN ADDITIONAL ENGINEERING OR FRA E SEE DETAIL INSPECTION FEES. N STRUCTURAL 8/S2.0 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. )2x6 SPF N BRACKET, SEE 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS POET `� TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. Q f BALLOON FRAME 1/S1.1 (2 PLACES) SMINIMUM. SEE HEARWALLS 2/SO.0 FOR ADDITIONAL ANCHORS AT z ® W/ 2x6 SPF#2 o TRUSS FT VE p 16" O.C. POST: FULL HEIGHT 6x6 P.T. SYP: 2 N F- = POST: 6x6 P.T. SYP#2 GENERAL NOTES # POST TO SLAB: ABU66 POST TO SLAB: ABU66 1 5 1. SEE DETAIL 2/S3.0 FOR WALL FRAMING DETAIL. SEE 9/53.1 � ``w/6-16d & (1) /$ ROD TO FTG SEE WALL STUD SCHEDULE THIS SHEET FOR STUD w/6-16d & (1)5/8" ROD TO FTG FOR BEAM SIZES AND SPACING. AT GIRDERS AND BEAMS, BEAM TO POST: BEAM TO POST: I _f CONN. 2MSTA2�} w/9-10d EACH END PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER 2MSTA24 w/9-10d EACH END I 1 N __ __ BEAM TO WALL FRAMING: W BEAM TO WALL FRAMING: x x SEE 'DEVIL 9/S3.1. 2. SEE SHEET S0.0 FOR ROOF AND FLOOR SEE DETAIL 9/S3.1. .. SHEATHING SPECIFICATIONS. N � (TYPICAL (4) PLACES) 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE (TYPICAL (6) PLACES) HUC212-3 HUC212-3 5 POST TO N U II PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES MATCH OST \ LL Cf) O II TOGETHER PER DETAIL 2/S3.1 _? I 0 Z � OVE C° O �x � 4. INSTALL SOLE PLATE ANCHORS PER DETAIL N O C,4 2/S3.0 z M N J\@Lj L_ L- 1 � 00 Z ®p `� Q 3: II 6. AT SHEARWALLS, PROVIDE DIAPHRAGM 111 11 5 m II ATTACHMENT PER DETAIL 1/S3.1 III II ' 8. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 1A/S4.0 N J I (3)2x6 SPF 2 FASTEN TOP � ( ) # > OF WALL PER 9. AT PORCHES, SEE DETAIL 4/S3.0 FOR FRAMING POST AT BOTH ENDS III O III II AND HOLD DOWNS III o 11 I OF TRUSS FT27 111 m 1 E/S4.0 N III II III N II z c1q T 1 o I III � III x II IIID LC 14 v IIII II u? x o WATERPROOFING IS 1 m O BEYOND SCOPE OF 1 I STRUCTURAL ENGINEER. Oro I _ III II OSB WALL i 5 m III II III z = SHEATHING. 1 ❑ z I vi SEE 9/S3.1 s 00 1 N 111 FOR BEAM II III 6 I N III CONN. II III 11 z i (6)2x6 SPF# - - - J � I rt. IIICL Ff II x I (3)2x6 SYP#2 III N 11 FASTEN TOP OF WALL I o 1111 POST AT BOTH _ yak z i IIII ENDS OF BM-1 y =° a � -' (3)STUDS U) 00 III 2 2x6-1 1 (2)2x6-1/T BELOW BEAM Cf) N '" IST FLOOR ( ) / N (2)2x8-1/2 # (2)2x6- Ln aC AA ABE)VE - IIII 5-10d TOENAILS ,� Pr` FRAMING r 5 M i r (2)2x8-1/1 2 8 RIDGE BOAR ' PLAN ti X N N 11 III SW NAILING: 1 N 11 III 8d®3"/6" ROOF SHEATHING. CONVENTIONAL ROOF (2)2x6 SYP#2 a FRAMING, SEE PLAN - _ SHEATH CONT. TO FLOOR DECK POST AT THIS END PER CONSTRUCTIq c OF TRUSS FT20 SPECS. S1.2 DO NOT SCALE DIMENSIONS FROM (2)2x -1/2 z _ _ _ _ _ THESE DRAWINGS.IF A DIMENSION IS is, J _ t0 M , Q SW NAILING: UNCLEAR REFER W THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. oo z v U C212-3 8d®3"/6" IPLAF NAMEA IN 5 TOUSEY RESIDENCE FIRST LEVEL WALL FRAMING PLAN N DESIGN/DRAWN/CHECKED 2x6 SYP#2 CEILING JOISTS Cs AOB LAP � \-HUC212-3 SCALE: 1/4" _ '1'-0" / / 1 w/ (8) 12d COMMON X UPLIFT CONNECTOR AND WIRE NAILS EA. END INTO 2)2x6 SYP 2 DATE .28.14 T (2) 12d TOENAILS EAC RAFTERS. (TYPICAL) CONTROL NO. � PATES # X SIDE OF RAFTER. 5595 2x6 SPF#2 TRUSS ID. (2)2x6-1/1 (2)2x6-1/1 2 CONVENTIONAL ROOF SECTION WALL FRAMING PANG. 1 S1.1 SCALE: NTS SING-14-00612 SHEET SLI SHEET 3 OF 10 A35 © EACH HIP 5 a INTERSECTION, SYP 2 HIPS 4 2x4 # (4) TOTAL. 4-12d TOE 4 ` RAFTERS Co? 24" O.C. NAILS 2 EA s1.2 3 2x4 OUTLOOKER ( „ SIDE) 2x4 BLOCKING © 24 O.C. " ROOF SHEATHING 4 16d TOE NAILS UPLIFT SEE CONS. SPEC. HURRICANE CLIPx ( ) H2.5T @ EACH EACH RAFTER TO CONNECTO OUTLOOKER TOP PLATE 4 Lou Pontes, and r F11 11 1 D54.0 Associates, Inc. C (2)2x6 SYP#2 420 Osceola Avenue SIMPSON A35 TOP PLATE o� r) )ax. Beach, Florida 32250 Q Q Q m Ph. 242-0908 Fax.241-9557 2x4 SYP#2 CEILING JOIST \ FRAMING CLIP FL: CA# 8344 SC: CA#3579 H2.5T w/ 4-12d NAILS EACH END, AT EA. TRUSS H2.5T © _ '' ' 4 _x CONTACT US WITH YOUR A COM Ts " AT EACH RAFTER. 32" OC ZL x '' Co? 32 O.C. C`4 CUPCLA, x6 SPF#2 SEE /S1. °'' �� :° ��' ... !V cp- CSTUDS © 16 O.C. ZOO 3 CX /VO. s e m K-4 BALLOON FRAME GABLE ND " - W ' �, -_ - - ; �� T S1.2 SCALE: N.T.S. - _ �', ¢n°�,` ° a. . �. SM DZ M TS12 � FIE C�? 32" O.C. . 4 REVISIONS DATE 54.0 OWNER 0 11.12.14 L x4 VER RAME _ _ RTEVIEW CAT BETWEEN TRUSSES r '' ATACH EACH END w/ F15 AF ERS 24" 0. (2)A35 CLIP ANGLES. L / VERF AME E GE r 8 L r1-"""I""`IiCUP0LA DETAIL 53.1 � r F6 �.2SCALE: NOT TO SCALE I L FIELD ALTERATION DECKING TO NAILER r CONTRACTOR a SHALL CONTACT LOU I I PONT GO 8 ASSOCIATES PRIOR TO G ANY STRUCTURAL FIELD W/10d Co? 6" O.C. 00 ---I o M DIIFCATIDNSWHCHMAYVARY - L FROM THE INTENT OF THE ORIGINAL ILLLL r 4 CONSTRUCTION DOCUMENTS.ANY RIP TO ESTABLISH w = s4.o SLOPE PER ARCH. FLOOR DECK FIELDALTERNATIONSSMADEPR GO1, /- C 3 3 BEING APPROVED BY LOU ULT & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR Ll INSPECTION FEES. F13 OSB CEILING AT PORCH, UPLIFT SEE DETIL 4/S3.0 CONNECTOR FLOOR F2 TRUSS ALL TRUSS PLATES ARE ALPINE PLATES 3 APPROVAL # 1999-3 T F- FT23 2'=PLY J 2 2 PLY s3 HANGERS ON JOB ARE AS FOLLOWS JOISTS BEAR rF5 J UNLESS NOTED OTHERWISE ON BEAM $ AL J 2 PLY s3.1 APPLICATION PART # APPROVAL # EXTEND JOIST TO 1-PLY TRUSS HUS26 FL10655.94 w NAILER AND ATTACH 2x6 YP#2 LEDGER. }2-PLY TRUSS HGUS282 FL11468.8 w/ 8-10d TOE NAILS F4 w/5 10d 16" O.C. FLOOR TRUSS HU48 FL10447.22 W & A35 CLIP _ ' t ' W -. -. ,_ ALL BEAMS ARE on CENTER LVL 2.0E BY BLUELINX L 2 PORCH ATTACHMENT - APPROVAL #FL15354 O `' �2 �BM-1 2-1.75" X 24" LVL 17' �.2SCALE: 3/4„ = 1,_Q„ 2JyT 12 II. . . . . . . . . . . . . . . . . . . . . . . . . . II x w 5-1od & 3 T'4 5 J F12 S� L TRUSS ROOF RAFTER NOTES: STRAPPING NOTES r r Uj STEP DOWN 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING 6" MAX. FLOOR DECK II. II L J WITH 2-12d TOENAILS & 1-SIMPSON H2.5T UPLIFT NOTCH r STRAP UNLESS OTHERWISE NOTED 12 7 ,� . . . . . . . . . . s .o J 1 L J r , _ F3 FT27 3-PLY F11 II 6. II L J I . . . . . . . . r , . . . . . . . . .� 1 (2)24" LVL J ---- ----- BEAM . . . . . . . . . . p J , L J IIRp . N II 0 0 JOIST . . . . . . . . . . . . . . _. . . . . . . . . . . . m BEYOND 6" MAX. L NOTCH o BLOCKING PER F10 \\\- 3.5"x16" WOLMANIZED ll N . . . . II J OSB CEILING AT PORCH, IV BEAM >- F2 S Is, SEE DETAIL 4/S3.0 3 BEAM BEARING DETAILr B38 �-2SCALE: 3/4" = 1'-0" II. �. . II L k ( S4.0 r F9 G41 3 . . . . . . . . . . . : . . . . . . . . . . � 54.0 FLOOR � LEIII . . . . . . . . . . . . . . . . . . . . . . . . II F1 I ti LOWER . . . . . . . . . . . . . . . . . . . . . . O L L} 54.0 y (2)24.0" 1.9E LVL �5 ❑ ROOF TRUSS . . . . . . . . . . . . Ili TS'7 F8 G42 PLACEMENT BEAM MAY BE 1 P .t �s � .srr r . PLAN NOTCHED UP TO `� p co - - - _ TOP & BOTTOM _ _ - - 8 Fri r s". HLE 6 DO NOT SCALE DIMENSIONS FROM _ - MY , SEE 3 S1.2 53.1 i r � r ' � :>s• . xi THESE DRAWINGS.IF A DIMENSION IS '''""" " UNCLEAR REFER 70 7HE ARCHITECTURAL DRAWINGS OR x6 OVERTCONTACT THE E.O.R. / \ 4 AFT R 24 C. s4.0 / E EDGE PLAN NAME TOUSEY RESIDENCE K51 \\ / EE S4 q SYMBOLS LEGEND DESIGN/DRAWN/CHECKED 3 CS / AOB/LAP LOOK LOWER ROOF TRUSS PLACEMENT PLAN 1/ H2.5T DESIGNATES UPLIFT CONNECTION. DATE /\ � 10.28.14 S ALE: N.T.S. FRAMING PLAN NOTES: CONTROL NO. 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE J L J L J L J SHEET SO.0. 5595 / \ NOTE: 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. TRUSS ID. 1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAILS AND (1)H2.5T CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET S0.0. 42063 K50 UPLIFT CONNECTOR, SEE PLAN. 4. FOR TRUSS UPLIFTS UP TO 2200 LBS., CONTRACTOR MAY FASTEN TRUSS TO THE FOUNDATION w/ QGT LPA NO. 3 w/QT PER MANUFACTURER'S SPECIFICATIONS. 5. WHEN USING (2)H2.5T CLIPS ON 1'/," WIDE LUMBER, SING-14-00612 4 i S4.0 PLACE CLIPSACH DIAGONALLY ACROSS DOUBLE TOP PLATE SHEET s4.0 OUTLOOKERS s1=4 FROM S12 F7 PER 4/S4.0 SHEET 4 OF 10 Y