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VENT OR 2ND FLOOR PARTY WALL ARTY ❑ WALL Y I/2" MINIMUM DEMENT FINISH TYPICAL G.M.U. WALL # 5 VERTICAL REBAR FROM WALL STANDARD 3" DIA, TEE 3/4" FURRING STRIPS PARTY FND. TO K.O. BLOCK FILLED SOLID W GROUT `a. � PARTY WALL THREADED 3" DIA. EXTENBION I/2" GYPSUM BOARD WALL 5 #Y FND. FRILLED VERTICAL REBAR FROM TO K.O. BLOCK 1 /2 BLOCK # 5 VERTICAL REBAR FROM FND. TO K.O. BLOCK 1 /2 BLOCK # 5 FND. VERTICAL REBAR FROM TO K.O. BLOCK 5GREW OFF GAP (3" DIA.) FOR GLEAN -OUT D/ DRYWALL BOARDS 8" O.G. N 4d DRYWALL NAILS UNIT SOLID W/ GROUT ❑ ❑ FILLED SOLID W/ GROUT . FILLED SOLID W/ GROUT ❑ ❑ MIN. EXTEN51ON FROM EXTERIOR FACE OF BLOCK WALL 15 11/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL D ElEl E 1:1 D ❑ ❑ 15 2 1/4" 1 /2 BLOCK ❑ � � 1/2 BLOCK ❑ 1/2 BLOCK 4 d TO DRAIN UNIT CONTINUE BLOCK PATTERN ❑ ❑ 112 BLOCK ❑ ❑ @ FILLED CELL STAGGER ALL VERTICAL JOINTS UJALL CLEAN -OUT 5GALE: N.T.5. 18 COI )5 E I �i`1®I �O�R� � r� COI R� � �OUR� � SOURS 5 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-ID" L4 SCALE: 3/411=1'-0" � JJ4 SCALE: 3/41'=V-m" SCALE: 3/4"=1'-0 REFER TO SDD... PAGES FOR INSTALLATION INFORMATION BY MANUFAGTURER. T"'T'fICAL SECTION THRU WINDOW E5 E3L= OC CO�RS I'I G; DETAILS � 4 WALL I I T SECT I CI ,5 � � INDICATES CELL T) BE FILLED SOLID W/ GROUT (NO #5 REQUIRED) (U.N.O. ON PLAN) SCALE: 3/4 " =1' -0" INF. IN GROUTED CELLS / OPENltdfs 4 STANDARD HOOK ANDARD ✓� BOND BEAM AT 2ND FL. Ir d 41 G d Q d d d STANDARD NOOK IE7 �L F'RECAtT a• LINTEL 'TE F � F n OPEN rz �C TRUSS,OTTOM CHORD OR 2BOTTOM BLOCKING W/ 2-16d TOE DOUBLE 2x TOP 2"x BUILT-UP COLUMN NAILS 11 EACH END PLATE TOP SPLICE Lu 2 ROWS 10d @ 3" O.C. (14 NAILS TOTAL) 18-10d NAILS U eo i Z CL 2x TOP PLATE � 2x CRIPPLES 16" O.G. N V2 NAILS 24" O.G. OR 7 EQUAL TO TRUSS BOTTOM N 5/8' 0 HILTI KWIK CHORD OR BLOCKING 2x BLOCKING 6 EACH END W/ 10d DG • ' 1 Od @ 8" O/C BOLT II W/ MIN. 8" e 4" O.C. FROM EACH HEADER /STD EMBEDMENT 2x STUD 6 24" FACE TO BLOCKING NcF O.C. MAX. yp PROVIDE HILTI X-GF NAILS (2) 2x HEADER 2x P.T. PLATE OR EQUAL I1 12" O.C_ PER PLAN 9 UPLIFT= 32500 (SYP $2) SEE A/53 FOR STAGGERED FROM BOt. I 2195" (SPF) KNOCK -OUT PLATE TO CONCRETE BLOCK LU/ (1) *5 NOTCH LINTEL WHERE REQUIRED REINF. INFO. - 2x BOTTOM PLATE W/ (1) 10d 9 8" FOR CONCRETE PLACEMENT V4RIES D.C. TO EACH HEADER FACE NOTE: VERTICAL WALL REINF. DETAIL I I BOTTOM SPLICE SCALE : NTS ° STD. 90' HOOK PRECAST LINTEL LU/ (1) "5 CONT. IN OPENINGS GREATER THAN 6'-O" WIDE (U.N.O.ON PLAN) OPEN INCH FILLED CELL LU/ (1) i15 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: IOFILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH >22", PROVIDE A 4" x 4" INSPECTION PORT -1 EACH VERTICAL REBAR 4 DIRECTLY ABOVE THE LINTEL_ ° PLATE LENGTHS MUST BE AT LEAST 8'-O" LONG. TYPICAL OVER STUD °o °a' o °aaa T�'RIC; 4L INTERf OR NON= 2 x (o 0IN.) FR741-1E 5E74RIN UJOOD FRX4 E WALL UJALL I4E 4DER DETAIL TOf FL4TE 5FLICE D T,41L t'l U51= NTT1(o N SCALE: N.T.S_ SCALE: N.T.S. �� SCALE: N.T.S. 14 SCALE. NTS F= 2240 LBS USP 5PT4 5Pfi24 USP 5PT4 5PT24 C �F USP 5PT4 ROOF TRUSS ABOVE 2X4 TOP PLATE 2X4 BLOCKING HEADER SUPPORT NO, OF JACKS 4 STUDS REQ. AT OPENINGS OPENING 2" x 4' WALL 2" x 6" WALL JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END 1'-4" (1) (2) (1) (2) 4'-9' (2) (3) (2) (2) 9'-1&" (3) (3) (2) (3) VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN NOTES FOR 5EE FLOOR PLAN FOR ADDITIONAL INFORMATION. REQUIRED CONNECTION ® OPENING6 LESS THAN OR EQUAL TO (o'-O" IN WIDTH DO NOT 2X CRIPPLES 9 16" O.G. 2-ROW512d NAILS STAGGERED REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON W/ USP 5PT24 TYP. 12' O/C EACH FACE OR 2X4 STUDS 6 24" O.G. �� \ \ \ OVERLAPPING 5/8"x10" "J" BOLT a 24' O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2 USP SPT4 X4 P.T. PLATE \\ \\� \ \\ \ TRAN50M FRAMING \\\ \ SEE SECTION AA/51 AND BB/Sl FOR ADDITIONAL DETAILS \\ 1 RECESS LINTEL AILED INTO TRANSOM FRAMING SP 5PT4 SF 5PT22 USP 5PT4 - 106 NAILS 6 6" STAGGERED NGHOR BOLTS a 24' O.C. MAX 2X4 P.T. PLATE (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY KO, BLOCK WIN) $E, CONT. 4 FILLED ANCHOR BOLT ° aA TOP AND BOTTOM ° ° MASONRY WALL FLOOR FLAN. 3-ROWS 12d NAILS STAGGERED 12" O/C FOR 2"x10" OR 2X8 P.T. BOTTOM PLATE xWHEN STUD LENGHT GREATER HEADER 5L 0GCO�JRS INS COR\1ER INTER��T I ON IS LESS THAN 12" USE � TYi�IC,'4L 1=IL.LED LINTEL >455E>��L� L5TA30 STRAPS AT SCALE: N_T_S. EACH STUD WRAPPED 5/8"x10' "J" BOLT s 24' O.C. MAX. SCALE: 3/411 C/��J 1' 4 OVER TOP PLATE 4 USP C (MIN. (2) PER BOTTOM PLATE) C NAILED TO HEADER USP SPT4 SPT24 SP SPT4 EACH SIDE W/ 11 - 10d DOUBLE 2 X 12 02 SYP 1 5/8" g" 1 5/8" 8" T 5/8" 8" TRUSS BOTTOM CHORD OR NAILS 2x4 BLOCKING W/ 2-16d TOE 5 HEADER W/ 1/2" FLITCH .... 10d NAILS g _ _ _ _ _ _ IOd NAILS 8' PLATE (UN.O.) �AGGERED d NAILS 6 O.C. — — — — — — — NAILS EACH END O/C TYP. FILLING AND BLOCKING AS — =�� \ 4' A SOLID AREAS ARE ❑ SOLID AREAS ARE REQUIRED FASTENED TO \�\� �\ STAGGERED c C TRANSOM FRAMING STEEL AND GROUT STEEL AND GROUT U DOUBLE 2"x4" �� BEYOND. ❑ ❑ HEADER W/ (2) ROWS OF 12d � � \ ❑ Q CRIPPLE STUD \ \ AILED INTO 16" O/C UNLESS NOTED \\� „ 3 5/0' 25 GA. MSG z 0 TYPICAL (U.N.O.) \ \ TRANSOM INTERIOR ❑ SAW CUT TO l0 1/2 SAW CUT TO l0 1/2 ❑ FULL Sx8x16 BLOCK OTHERWISE \� ❑ STEEL TRACK RUNNER \\�\ FRAMING PLYWOOD WALL 3 5/8' STEEL STUD 6 24' TRANSOM FRAMING \\\� c E SHEATHING 2 x4 STUDS TYP. \ PLYWOOD FASTENED TO TRUSSES OO—DOOR OPENING —*DOOR OPENING DOOR OPENING—� O.C. MAX W/ (2) NO. 8 x 5/5' SEE SECTION AA/Sl AND �\ \ WITH 8d COMMON WIRE NAILS -T 4" S� WAFER HEAD SELF SEE PLAN FOR REQUIRED BB/51 FOR ADDITIONAL \ O/C BOUNDARIES 6" O/C EDGES B DRILLING TOP 4 BOTTOM CONNECTIONS DETAILS \\ 4 8' O/C FIELD EXTERIOR ❑ ❑ p USP PLYWOOD WALL ❑ ❑ ❑ 3 5/8" 25 GA. MSG Oo Ooip , SPT22 SHEATHING STEEL TRACK RUNNER N/�,G P.T. BOT. PLATEMASONRYSP MASONRY W/HILTI X-CFNAILSOR -- ❑--------101 ❑ __ _ � _ — — — _ _ _ EQUAL a 12" O.C. 6X6 W1.4XW1.4 WWF OR LINTEL SPT4 USP WALL BELOW ANCHOR BOLTS 624" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) "* HOLD DOWN CONNECTIONS SPT4 1ST COARSE 2ND COARSE 3RD COARSE FIBERMESH NOT REQUIRED BEARING " WALLS WITHOUT UPLIFT a a a a MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE ° 2X8 P.T. BOTTOM - COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11' DOOR JAMB WALL IS TO BE �� EFR T I PLATE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. T` FIGAL INTERIOR NON= BEAfRINGr METAL FRAME LUALL SCALE: N.T.S. �� FR4MING DETAILS 45OVE ENTRY ,45ONR�i L A"rOL�T i-; 5/8 xl0„ " J" BOLTS e 24 O.G. MAX. SCALE: N.T.S. SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) �4 SCALE: N.T.S. DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com o N Z Lu s�Mo z �W�� rn z m zQ9 w WJu �o Ln Ln LL1 LL1 Q 0 Z Q TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2O07 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT), SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED )INTERNAL PRESSURE COEFFICIENT = i0.18) WIND ZONE. THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED, 51GNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 02011 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02011-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 02.02.09 1.0 2007 FBC UPDATES 10.29.09 1.01 FFPC 2007 UPDATE 05.07.10 2.00 GP FIREWALLS 07.28.10 3.00 ADD ALT. ROOF - SHEATHING R TILE ROOF 11.12.10 4.00 ADD STEM WALL DETAILS 04 20 11 4.01 REVISED NON -DROP ABLE DETAIL 06.10.11 4.02 REVISED J/S6, B/S6 & F/Sb FOR HANGER CONN. 06.24.11 4.03 REVISED ROOF SHEATHING ATCIPF=WAI VERSION NO. 4.03 / 06.24.11 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 (� THUY H. HUYNH, % P.E. #60122 ❑ IRWIN J. BENSON, P.E. #49758 EAL: y. �;" • _ •• f 4tQ . •~ice\' -e • � ' T TITLE: SECTIONS, DETAILS, NOTES SHEET INFORMATION: JOB NO.: 310623 DATE ISSUED: 07.19.11 DRAWN BY: DZ REVIEWED BY: TH/AS S4 • H