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VENT OR 2ND FLOOR PARTY WALL PARTY WALL ElWALL PARTY —\ I/2" MINIMUM DEMENT FINISH TYPICAL G.M.U. WALL # 5 VERTICAL REBAR FROM STANDARD 3" DIA. TEE 3/4" FURRING STRIPS PARTY FND. TO K.O. ❑ FILLED SOLID BLOCK W/ GROUT PARTY WALL ❑ THREADED 3" PIA. EXTENSION 1/2" C�YP5UM BOARD WALL 1❑ # 5 VERTICAL REBAR FROM FND. TO K.O. BLOCK FRILLED 1/2 BLOCK # 5 VERTICAL REBAR FROM 1/2 FND. TO K.O. BLOCK BLOCK # 5 FND. VERTICAL REBAR FROM TO K.O. BLOCK 5GREN OFF GAP (3" DIA.) FOR GLEAN -OUT N/ DRYWALL 5GRENS @ 8 O.G. OR 4d NAILS UNIT SOLID W/ GROUT ❑ ❑ ❑ ❑ ❑ FILLED SOLID W/ GROUT El❑ FILLED SOLID W/ GROUT ❑ ❑ ❑ E El\i MIN. EXTEN51ON FROM EXTERIOR DRYWALL FAGE OF BLOCK HALL 15 1 1/2" MAXIMUM EXTENSION FROM FADE OF BLOCK WALL El D ElE ❑ ❑ D 1:1 El❑ D DEl❑ EXTERIOR 15 2 1/4" 1/2 BLOCK ❑ a ❑ ❑ 1/2 BLOCK ❑ 1/2 BLOCK c TO DRAIN UNIT-� ❑ ❑ %2 BLOCK 1 ❑ ❑ ❑ CONTINUE BLOCK PATTERN © FILLED CELL STAGGER ALL VERTICAL JOINTS WALL CLE,4N=01,17 FR SCALE: N.T.5. lst COU e � _21��1 CCU S 2 rd COU P 4t�l COU 5 � CCU 5E SCALE: 3/4ts1'-0" SCALE: 3/4"=1'-0" SGALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" 4 SCALE: 3/411=1'-0" �•� REFER TO 5DN... PA(5E5 FOR INSTALLATION INFORMATION BY MANUFACTURER. T'�'FICAL SECTION 1114U UJIN[DCLJJ'E3'�� E5LOCi COUPSINS DETAILS UJ L v �SON� INDICATES CELL TO BE FILLED ❑ SOLID W/ GROUT �� (NO #5 REQUIRED) (U.N.O. ON PLAN) SCALE: 3/4"=1'-0" INF_ IN GROUTED CELLS / OPENINfs ❑ a STANDARD :�[ANFARD K BOND BEAMHOOK AT 2ND FL. IF e 4 b e ° aIL n a STANDARD HOOK PRF.GAtT °, LINTELS ° �n :n OPEtdiNG � � �� Lx4 RUSS BOTTOM CHORD OR DOUBLE 2x TOP 2"x BUILT-UP COLUMN BLOCKING W/ 2-Ibd TOE PLATE AILS EACH END TOP SPLICE 2 ROWS 10d Q 3" O.C. (14 NAILS TOTAL) IS-l0d NAILS Lu ° 4 CL 2x TOP PLATE 2x CRIPPLES e lb" O.C. - N 2-Ibd NAILS a 24" O.C. OR 5/0" 0 " "J" BOLT OR EQUAL TO TRU55 BOTTOM , (4��l! 5/0' 0 HILTI KWIK CHORD OR BLOCKING 2x BLOCKING e EACH END W/ 10d �G 1 Od 8" 0/C BOLT II W/ MIN. 8" a 4" O.C. FROM EACH HEADER EMBEDMENT 2x STUD e 24" FACE TO BLOCKING NCF O.C. MAX. Yp PROVIDE HILTI X-CF NAILS (2) 2x HEADER 2x P.T. PLATE FOR EQUAL f 12" O.C. PER PLAN 9 UPLIFT=2T950(5PF)P *2) ❑SEE A/S3 FOR STAGGERED FROM BOT. I KNOCK -OUT NOTCH LINTEL WHERE REQUIRED REINF. INFO. PLATE TO CONCRETE --- 2x BOTTOM PLATE W/ (IJ Imd � 8" BLOCK UJ/ ll) "5 FOR CONCRETE PLACEMENT4v4F-IE5 O.C. TO EACH HEADER FACE NOTE: VERTICAL WALL REINF DETAIL BOTTOM sPucE SCALE : NTS StD. 90° NOOK PRECAST LINTEL UJ/ (1) "8 CONT. IN OPENINGS GREATER THAN (o'-ID" WIDE (U_N.O.ON PLAN) CFEN INGEL FILLED CELL UJ/ (1) "B VERTICAL SEE FDN. PLAN FOR LOCATION j' , L -❑ I NOTES: 1❑FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH >22", PROVIDE A 4" x 4" INSPECTION PORT 6 EACH VERTICAL REBAR 4 DIRECTLY ABOVE THE LINTEL. PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL OVER STUD o ry ua, T�'FIC,4L INTERIOR NON= 2 x (o (I IINJ FfRX�I 5EARING LOOD FRAA IE WALL WALL DEAD E)ETAIL TOF f:::,L,47E 5FLICE DETAIL �t-1 U5F I�TTI& rN SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 4 SCALE: NTS F= 2240 LBS USP U5P 5PT4 SPT24 U5P SPT4 5pT24 C USP SPT4 ROOF TRUSS ABOVE 2X4 TOP PLATE 2X4 BLOCKING HEADER SUPPORT NO. OF JACKS 4 5TUD5 REQ, AT OP€NING5 OPENING 2" x 4' WALL 2" x b" WALL JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END 1'-4" (1) (2) (1) (2) 4'=9" (2) (3J (2) (2) / / / r r / / / / / ❑2 VERIFY THAT ALL REINFORGEI" TENT HAS BEEN PLACED SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION / ' O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENING5 LESS THAN OR EQUAL TO b'-O" IN WIDTH DO NOT 2X CRIPPLES e Ib" O.G. 2-ROW5 12d NAILS STAGGERED REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON W/ U5P 5PT24 TYP. e 12" O/C EACH FACE OR 2X4 STUDS 6 24" O.C. ��❑� \ \ OVERLAPPING \\\\ \ \ \Nk z /S"xl0' "J" BOLt s 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2 USP SPT4 X4 P.T. PLATE \\ \\� \ \� \ TRANSOM FRAMING SEE SECTION AA/SI \\\ AND 55/51 FOR AILED INTO TRANSOM FRAMING FRAMING l0d NAILS b" STAGGERED (2) Ibd TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ADDITIONAL DETAILS �� ENTRY 1 U5P 6PT22 K.O. BLOCK W/(I) RECESS SP 5PT4 USP SPT4 ANCHOR BOLTS -2 24" O.G. MAX 1Ir2 CONT. 4 FILLED LINTEL ANCHOR BOLT 2X4 P.T. PLATE ° ° a a FLOOR PLAN. TOP AND BOTTOM 3-ROW6 12d NAILS STAGGERED ° MASONRY WALL 12" O/C FOR 2"x10" OR 2X8 P.T. BOTTOM PLATE WHEN STUD LENGHT GREATER HEADER TTf='lL FILLED LINTEL 455ENE3L1L5TA30STRAPSAION AT COU SIN COIN � INfi 5C SCALE: N.T.S. EACH STUD WRAPPED 5/8°xl0" "J" BOLT 6 24' O.G. MAX. SCALE: 3/4"-1'-0" 4 OVER TOP PLATE 4 USP G (MIN. (2) PER BOTTOM PLATE) G NAILED TO HEADER EACH SIDE W/ 11 - 10d I USP SPT4 SPT24 5P SPT4 f 5/8 - 5l8" 7 5/8° TRUSS BOTTOM CHORD OR NAILS DOUBLE 2 X 12 �2 SYP S' S' a° CO HEADER W/ 1/2" FLITCH — — — — — — — — NAIL�LOEACN END CKING W/ Ibd TOE _ >md NAILS A I IOd NAILS a S' PLATE IU.N.O.J lOd NAILS 6 b O.C. STAGGERED ❑ 1❑ ❑ ❑ O/C TYP. FILLING AND BLOCKING AS —=�� \ \ \ STAGGERED ❑ SOLID AREAS ARE ❑❑ SOLID AREAS ARE 4„ REQUIRED FASTENED TO\� \ \ ° ° TRANSOM FRAMING ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT U DOUBLE 2 x HEADER W/ (2) ROWS OF 12d a J Q CRIPPLE STUD Ib" O/G UNLESS NOTED \\��\ AILED INTO ABEYOND. INTERIOR SAW CUT TO 10 1/2" SAW GUT TO 10 V2' FULL Sx8x1b BLOCK 3 5/8 25 GA. MSG TYPICAL (U.N.OJ OTHERWISE \\�\ TRANSOM STEEL TRACK RUNNER \��\ FRAMING PLYWOOD WALL ❑ ❑ ❑ � N SHEATHING 3 5/8 STEEL STUD Q 24" TRAN50M FRAMING V PLYWOOD FASTENED TO TRUSSES ° 2 x4" STUDS TYP. Ct O.C. MAX W/ (2) NO. S x 5/8" SEE SECTION AA/51 AND \\ \ WITH Sd COMMON WIRE NAILS -a 4" 54 DOOR OPENING --*-DOOR OPENING DOOR OPENING—CL WAFER DEAD SELF BB/Sl FOR ADDITIONAL \� O/C BOUNDARIES b" O/C EDGES B I � I SEE PLAN FOR REQUIRED DRILLING 6 TOP 4 BDETAILS BOTTOM CONNECTIONS �\ 4 S' O/C FIELD EXTERIOR ❑ ❑ p0 , USP PLYWOOD WALL ❑ ❑ ❑ 3 5/8 25 GA. MSG Oio Op 5PT22 SHEATHING STEEL TRACK RUNNER N/1G P.T. BOT. PLATE MASONRY ❑ ❑ ❑ W/ HILTI X-CF NAILS OR RECESS ❑ ❑SP WALL BELOW ANGHOR BOLTS Q 24" O.C. MAX. EQUAL 12" O.C. bXb W1.4XWI.4 WWF OR r" HOLD DOWN CONNECTIONS LINTEL SPT4 SPT4 (MIN. (2) PER BOTTOM PLATE) ----------- — o ❑ FIBERMESH NOT REQUIRED 6 BEARING 1ST COARSE 2ND COARSE 3RD COARSE — — — —°— — _ _a4 — WALLS WITHOUT UPLIFT 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 15 TO BE �� fR � � T� I � � PLATE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. 7 T'FIC,4L INTERIOR NON �ON BE>�ING 1�fET�L F�>41"lE UJ�LL SCALE: N.T.S. �� ,4MIN� D�T,4IL5 A�®V€ �NT�Y �fR i 5/8"xl0" "J" BOLTS g 24" O.C. MAX. 54 (MIN. (2) PER BOTTOM PLATE) &GALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. �4 DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoenginee(ing.com a o N W 0 o M O z a Lu UL a w Q, � ' n Z<M �a Z C9 Cf°i wLLJ J LLO U) F_ ui W 0 Q z Q V) 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 11NTERNAL PRESSURE COEFFICIENT =10. 18) WIND ZONE. THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE li IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF iHtS DRAWING ONLY. 02011 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 0201 I -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC ANDTHE 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 H THI TILE ROOF 1 1.12.10 4.00 ADD STEM WALL DETAILS 04.20.11 4.01 REVISED NON -DROP GABLE DETAIL VERSION NO. 4.01 / 04.20.1 1 CA 25948 ❑ SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 ❑ IRWIN J. BENSON, P.E. #49758 !* wo-st*4 4 4.: .- a No. 0122 .� • Cr a ep�T EOF �, OI�I,O.••��®ems ssiingQ{{a1 SHEET TITLE: SECTIONS, DETAILS, NOTES SHEET INFORMATION: JOB NO.: 290127 DATE ISSUED: 03.09.1 1 DRAWN BY: DZ REVIEWED BY: TH/AS S4 0 1T 0 0 T 0 0 T 0 T_ Y / r