37601-37619 Daliha Ter - Laserfiche WebLink

Browse Search

(1)5 VERT. IN FILL CELLS (SEE FO1JNDATION PLAN 2X4 BLOCKING a 48' O.C. MAX. (2) LAYERS I'x24' PROPRIETARY TYPE FOR LOCATIONS) W/ (2) 1(od TOE NAILS 0 EACH 'X' GYP. PANELS INSERTED BETWEEN 2' Zx RJRRINCs 16' O/C (AS R?:Q'DJ ARCHTECTURAL FINISH END d GLUED t0 ROOF FLOOR d CLG. RUNNERS W/ 2' STEEL H (EXf.ONLY) SHEATHING STUDS BETWEEN ADJACENT PAIRS OF Ix4 P.T. BASE NAILER (AS RE61'DJ 4■x4' INSPECTION PORT 2X4 LEDGER 9 48' O/C MAX. GYP. PANELS. 31/4' BASE BOARD (AS FWVJ AT EACH RLLED CELL VERTICALLLY NAILED TO 2X4 BLOCKING W/ (2) 10d TOE NAILS TYPICAL TRUSS WEBS W/(2) 8d (TYP.) FIRE CAULK g EACH END bxb WWA L4 WIIP NOTE PRE ENGINEERED 2' CLG. 15 LB ROOFING FELT (SHINGLES) OR RBErd`1£SH N I) MASOrR1' WALL PROVIDES Z-HIT ROOF TRUSS g 24' R 1/16' O.S.B. SHEATHING UN.O. PROTECTION PER UL-U9®5 l REQ'OJ O.C. MAX. Mk r25M PSI FIRE RESISTANT OSB 1/16' CONC SLAB STD. 9m" EIOOK e_WEATWIW� WALL NOT SIDE OF I/2' GYP WB OVER (SEE DETAIL ON BHT. 83) " MIN. GAP ll) "5 VERT. IN FILL CELLS (SEE a '. " a °• 3■MIN. 2X4 LEDGER g 48' O/C MAX. SIMPSON RBG 0 36' O.C. W/ b-10dx1 1/2' / \ PARTY WALL- FOUNDATION PLAN FOR LOCATIONS) =o a VERTICALLLY NAILED TO 2X4 BLOCKING 48' O.C. MAX. W/ (2J 16d TOE NAILS INTO TRUSS BOTTOM BURN CLIPS AS PER FIRE WALL MFG. SPECIFICATIONS w C31/ MIN. ��\ °• Q 4 v TRUSS WEBS W/(2) 8d (TYP.) NAILS 9 EACH END d GLUED TO ROOF CHORD/SCAB d (3) 1/4'x2 3/4' TITEN NAILED INTO TOP/BOT. PLATE ONLY EACH. SIDE OF ' . ° � � l5 LB ROOFING FELT ISHINGLESJ z � TYPE S MORTAR (TYP) n"P // �•!• — °v• ' / SHEATHING SCREWS INTO MASONRY. NOTE: RBC STEEL 'H' STUD 8 GONG. BLOCK (TYP.) �\ \\ 2' CLG. RUNNER 1/16' OS$. SHEATHING UND. CLIPS TO BE INSTALLED PRIOR TO ' SEE WW FOR ONE STORY d �i j �\ \� FIRE CAULK —,,,,FURRING STRIP INSTALLATION 2X4 BLOCKING W/ (2) 10d TOE NAILS ®EACH END N Q L P G/86 FOR TWO STORY REEF AIFO /�\�\// / \/�\/ 6 MIL VAPOR } ENGINEERED PRE ENGINEERED ROOF TRUSS 4'x4' INFECTION PORT g \9� ( NE 3`1OiQ \� BAD FIRE RESISTANT OSB 1/16' SHEATHING PERPENDICULAR TO WALL 6 24' O.C. MAX. Ix P.T. BASE NAILER EA. FILLED CELL (TYP.) CLEAN POISONED AND COMP. 8" 2'-0" (TWO STORY) 8" ROOF TRUSS g 24' SOILI�i1G MODIFIED PROCTOR O.G. MAX. 4' ON EA_ SIDE OF WALL NOT R30 INSUL. MIN. 6x6 W1.4xW1.4 WWF MR '�`' D1551) (2) LAYERS I'x24' PROPRIETARY TYPE .X' STAGGERED OVER PARTY WALL GYP. PANELS INSERTED BETWEEN 2' FLOOR d BURN CLIPS AS PER FIRE WALL MFG. SPECIFICATIONS 2 x 4 SYP'2 AV LONG SCAB 0 EACH (1) LAYER 1/2' HIGH STRENGTH OR 5/8' GYP. WB. `r ' ° ° CLG. RUNNERS W/ 2' STEEL H STUDS BETWEEN NAILED INTO 2x4 LEDGER ONLY 6 EACH. SIDE OF STEEL RBC CLIP W/ 10d 0 3'O.C. W/1-3/8' DRYWALL NAILS OR DRYWALL SCREWS. I' ° � 2-�IOUR MSS. FIREWALL LJ/ 5TEF' SECTION ,4 ADJACENT PAIRS OF GYP. PANELS. 1H, STUD 2' FLOOR RUNNER W/ 3/I6' Dla. O.C.CEILING, 8' O.C. WALLS d 4' O.G. EDGES °� (U LAYER 1/2' HIGH STRENGTH OR x 1 3/4' TAPCONS g 16' O.G. MOISTURE BARRIER SCALE: 3/4"=1'-0' Oj�p 5/8' GYP, WB. W/ 1-3/8' DRYWALL STD. W' HOOK (SEE DETAIL) /\ �j � \ STD. 90° HOOK 2 FLOOR RUNNER W/ I P.T. NAILER (4) "5 CONT. / 3/16' DIA. x 1 3/4' NAILS OR DRYWALL SCREWS 1' O.G. 8'x8'XIb' CONC. KNOCKOUT BLK W/ _ 0 INSUL. MIN. CEILING, 8' O.G. WALLS d 4' O.C. 105 ROD CONT. FILLED W/ GROUT USP HTA20 is END OF TRUSS W/ 10-LOCI x 1 1/2' NAILS ON 3 CHAIR 8' T-0' 8' (SEE DETAIL) TAPCONS g 16' O.C. EDGES INTO TRUSS d 4' EMBEDMENT INTO CONCRETE (NOTE: INSTALL HTA20's PRIOR TO INSTALLING THE 2 -STORM' FARTYWALL SECTION STD.'30' HOOK 2 x 4 SYP"2 x12' LONG SCAB 0 EACH R-3 MIN INSUL. PER FBC PROPRIETARY PANELS NOTES: 144 (2004 ED.) 513-602.1ABC.1.l (SEE DETAIL) SCALE: N.T.S. I) SEPARATION WALL IN THE R� CLIP W1 LOCI � 3 O.C. �O ROOF SYSTEM PROVIDES R-3 MIN. INSUL. PER\-SIMPSON RBC 0 36' O.C. W/ 6-10dx1 1/2' NAILS INTO NOTES: (I) 05 VERT. IN FILL CELLS (SEE 2-HRS PROTECTION PER S FBC (2004 ED.) TRUSS BOTTOM CHORD/SCAB d (3) 1/4'x2 3/4' TITEN 1) SEPARATION WALL IN THE ROOF FLOOR PLAN FOR LOCATIONS) ASWI000 513-602.1.ABC.1.1 SYSTEM PROVIDES 2-HR5 PROTECTION (1)115 VERT. IN FILL SCREWS INTO MASONRY. NOTE: RBG CLIPS TO BE INSTALLED PRIOR TO FURRING STRIP INSTALLATION PER S ASWI000 2) MASONRY WALL CELLS (SEE FILL 2) MASONRY WALL PROVIDES 2-HIT5 (1) LAYER UNDERLAYMENT FOR ROOF PITCH > 4:12 d PROVIDES 2-HR5 (TYPICAL ON BOTH FACES OF WALL) PROTECTION PER UL-UW5 (2) LAYER:, UNDERLAYMENT FOR ROOF PITCH S 4:12. PROTECTION PER UL-UW5 CELL PLAN FOR 1 x P.T. NAILER INSTALLED AFTER INSTALLING RBC's 12 LOCATIONS) (1)5 VERT IN FILL CELLS (SEE PRE ENGINEERED WD TRUSS g 24 O.C. MAX. 8 x8 XI6 CONC. KNOCKOUT BLK SHINGLE ROOF (1) 05 VERT IN FILL CELLS (SEE FILL CELL PLAN FOR LOCATIONS) FILL CELL PLAN FOR LOCATIONS) W/15 ROD CONT. FILLED W/ GROUT SEE FLOOR PLAN NOTES (2) 2 x 8 P.T. LEDGER W/ I/2' WEDGE 15 LB ROOFING FELT (SHINGLES) FOR REQUIRED (2) 2 x 8 P.T. LEDGER W/ 1/2' WEDGE ANCHOR (MIN. SHEAR=13400 d MIN. CONNECTION RRICANE ANCHOR 9 EACH TRUSS ANCHOR (MIN. SHEAR=13400 d MIN.TENSION=530•) W/ 3 I/2' MIN. LILL (SEE UPLIFT SCHED-) W/ METAL PL. TENSION=5300) W/ 3 1/2' MIN. C0 EMBEDMENT 9 16' O/C (2 ROWS) ? � ' NDER EA. TRU55 TO OUTSIDE OF WALL. EMBEDMENT 9 16' 0/C (2 ROWS) —1 4'x4' INSPECTION PORT 4 x4 INSPECTION PORT 2-ROWS E NAILS 1/Ib' OS$. FIRERATED OR REG. EA. FILLED CELL (TYP.) 3/4' PLYWOOD DECKING GLUED AND EA. FILLED CELL (TYP.) 2X CRIPPLES I(12" O/C 3/4 PLYWOOD DECKING GLUED AND Q EACH FACE OR 3-ROW5 „ NAILED W/ Sd COMMON e 6 O/C -A Ix P.T. BASE NAILER W/ USP SPT24 TYP. 12d NAILS STAGGERED 0 INSUL. MIN. _ PER ROOF PLAN SEE ROOF q s1 NAILED W/ Sd COMMON sI 6 O/C Ix P.T. BASE NAILER EDGES AND 12' O.G. FIELD NAIL FLOOR TRUSS TO LEDGER TOP AND BOTTOM NAILING SCHED. ON BHT. SNI 12' O/C FOR 2'x10' OR EDGES AND 12' O.G. FIELD NAIL FLOOR TRUSS TO LEDGER TD. W' HOOK W/ 4- 10d TOENAILS (TYP.) 1/2' GYP. W$. OR 3/8' STD• W. HOOK W/ 4- LOCI TOENAILS (TYP.) 1/2' GYP. W.B. OR 3/8' (SEE DETAIL) 2ND FLR •WHEN STUD LENGHT GREATER HEADER s+- (SEE DETAIL) PLYWOOD/TYPE 2-M-W 1/2' HIGH STRENGTH OR 5/5' GYP WB W/ ALUMINUM PLYWOOD/TYPE 2-M-W 2ND FLIT 055 (DRAFTSTOPPING) IS LESS THAN 12" USE 13/8' DRYWALL NAILS OR DRYWALL DRIP EDGE 055 (DRAFTSTOPPING) TO BE NAILED W/ Sd = = L6TA30 STRAPS AlT SCRWS.1' O/C CEILING d 8' O/C WALLS ALUMINUM FASCIA TO BE NAILED W/ 8d �„ = COMMON 6' O/C TO ONE N 8'x8'xl6' GONG. EAGI-1 STUD WRAPPED COMMON 6 6' O/C TO ONE 8'x8'xib' CONC. OVER TOP PLATE d ■ 2x4 SUB FASCIA "v SIDE OF FLOOR TRUSS I' P.T. ,• : KNOCKOUT BLOCK W1 NAILED TO HEADER I P.T. NAILER 12 UN.O. SIDE OF FLOOR TRUSS KNOCKOUT BLOCK W/ I' P.T. :; ,.r FOR AN AREA 51000 SQ. (I)'5 ROD CONT. MOISTURE BARRIER 2' ALUMINUM FOR AN AREA <1000 SQ. NAILER (U "5 ROD CONT. FT d SEALED NAILER FILLED W/ GROUT EACH SIDE W/ 11 -LOCI DOUBLE 2 x 12 n SYP STD. W' HOOK (SEE DETAIL VENTILATED SOFFIT FT d SEALED FILLED W/ GROUT PENATRATION AREAS W/ TOP CHORD NAILS CJ. 4 HEADER W/ I.) FLITCH 8'x8'X16' CONC. KNOCKOUT BLK PENATRATION AREAS W/ TOP CHORD PLATE (UN.O.) FOAM. DRAFTSTOPPING BRG. FLOOR TOP CHORD BRCS. ��• DRAFTSTOPPING BRCS. FLOOR TOP CHORD BRG_ LOCI NAILS m 8 W/15 ROD CONT. FILLED W/ GONG. SHALL DIVIDE THE SYS FLOOR SYSTEM SMALL DIVIDE THE SYSTEMFLOOR SYSTEM O/C TYP. CONCEALED SPACE INTO CONCEALED SPACE INTO FILLING AND R4.2 MIN. INSUL. APPROX. EQUAL AREAS. DOUBLE 2x4 APPROX. EQUAL AREAS. -3 MIN. INSUL_ PER FBC CRIPPLE STUD BLOCKING AS -3 MIN. INSUL. PER FBC (2004 ED) SI3-602IABC.1.1 TYPICAL (UN REQUIRED FASTENED Ix P.T. BASE NAILER 12004 ED.) SI3-602.1ABC.1.1 (1) LAYER 1/2' HIGH STRENGTH OR 5/6' GYP. (1) LAYER 1/2' HIGH STRENGTH OR 5/8, GYP. WB. (OR 5/8' GYP. TYPE 'X' 0 GARAGE W/ . . TO HEADER W/ (2) (2) 2 x 8 P.T. LEDGER W/ 1/2' WED (1) 5 VERT IN FILL CELLS LLB. (OR 5/8' GYP. TYPE 'X' is GARAGE W/ A HABITABLE ROOM ABOVE) W/1-3/8' ROWS OF 12d s Iro' ANCHOR (MIN. SHEAR=1340R d MIN. (SEE FILL CELL PLAN FOR A HABITABLE ROOM ABOVE) W/1-3/8' DRYWALL NAILS OR DRYWALL SCRW5.1' O/C UNLESS NOTED TEN5I0N=5300) W/ 3 1/2' MIN. LOCATIONS) DRYWALL NAILS OR DRYWALL SCRWS.1' O.C. CEILING, 8' O.G. WALLS d 4' O.G. EDGES OTHERWISE EMBEDMENT g 16' O/C (2 ROWS) O.C. CEILING, 8' O.C. WALLS d 4' O.G. EDGES 2'x4' STUDS TYP. 3/4' PLYWOOD DECKING GLUED AND NAILED W/ z ul TWO STORY PARTY WALL SECTION 5 F(REWALl DETAIL � D P.T_ $OT. PLATE 8d COMMON e 6' O/C EDGES AND 12' O.C. FIELD u L_ FLOOR TRUSS 4'x4' INSPECTION PORT AT CL SCALE:N.T.S. EACH FILL CELL TYPICAL ;n LITE TEXTURED `�� SCALE:NT.S. �P I/2' GYP. W$. OR 3/8' Q DECORATIVE FINISH PLYWOOD/TYPE 2-M-W UPPER FLOOR 055 (DRAFTSTOPPING) TO ti;• i BE NAILED W/ 8d COMMON �( STD. W* HOOK (SEE DETAIL m 6' O/C TO ONE SIDE OF FLOOR TRUSS FOR AN `r AREA < 1000 SQ. FT d R42 MIN. NAILED FLOOR TRUSS TO SEALED PENATRATION LEDGER W/ 4-10d TOE NAILS HEADER SUPPORT NO. OF JACKS i STUDS REa AT OPENIWSS OPENING 2' x 4' WALL 2' x b' WALL SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END (1) (2) (U (2) (2) (3) (2) (2) (3) (3) (2) (3) /BEAM SEE PLAN FOR REQUIRED CONNECTIONS AREAS W/ FOAM. INSUL. DRAFTSTOP DING SHALL TOP CHORD BRG. 8'XS'xlb' CONC. KNOCKOUT LOAD SEARING/EXTERIOR FRAME DIVIDE THE CONCEALED FLOOR SYSTEM BLED SOLID W GROU CONT WALL HEADER DETAIL 1"I SPACE INTO APPROX. EQUAL AREAS. Ix P.T. BASE NAILER 2X4 BLOCKING W/ (2) 10d TOE NAILS e EACH END 3/4' PLYWOOD DECKING PER J/56. FIRE CAULK 2' CLG' 15 LB ROOFING FELT (SHINGLES) 1/2' HIGH STRENGTH OR 5/8' GYP WB (OR 5/8' RUNNER GYP. TYPE 'X' a GARAGE W/ A HABITABLE ROOM USP HTA20 6 48' O/C, W/ 4' EMBEDMENT INTO 1/16' O.S$. SHEATHING UNU. ABOVE) W/ 1 3/8' DRYWALL NAILS OR DRYWALL 8' CMU WALL KO. BLOCK d 10-10d NAILS INTO BLOCKING FIRE RESISTANT 055 1/16' SCIRWS.1' O/C CEILING d 8' O/C WALLS ARCHITECTURAL SHEATHING 4' ON EA. SIDE OF FINISH " MIN. GAP WALL NOT STAGGERED OVER 24' MIN. (l) 5 VERT. IN FILL CELLS (SEE (2) LAYERS I'x24' PROPRIETARY TYPE PARTY WALL LAP SPLICE I FOUNDATION PLAN t NOTES) w �. =.r X GYP. PANELS INSERTED BETWEEN 2 BURN CLIPS AS PER FIRE WALL MFG. SPECIFICATIONS I''4' 6' 6' -4� 6' 6' 1'-4' FLOOR d CLG. RUNNERS W/ 2' STEEL H NAILED INTO TOP/BOT. PLATE ONLY is EACH. SIDE OF TYP. TYP. Ix WD FURRING ®24' O C. -` DBL. KO. STUDS BETWEEN ADJACENT PAIRS OF STEEL 'H' StUD _ o o o BASEBOARD _ a BLOCK PER •+ ' GYP. PANELS. 2X4 BLOCKING W/ (2) 10d TOE NAILS a EACH END o 0 0 0 0 o MIN 2500 PSI CONC. SLAG (MIN 3000 PSI GONG. SLAB DETAIL J/S6. :�': ; ', PRE ENGINEERED ROOF TRUSS SPLICE FOR HERNANDO CO ONLY) 4'x4' INSPECTION PORT AT PERPENDICULAR TO WALL s 24' O.C. MAX. SPLICE BEYOND EACH FILL CELL TYPICAL R30 INSUL. MIN. FART. ELEV. VIEW 5 ; Cn " PRE- ENGINEERED 2' FLOOR RUNNER W/ 3/1W DIA. (1)LAYER 1/2' HIGH STRENGTH OR 5/8' GYP. WB. \ FINISH GRADE •. - 2X4 SYP"2 DIAGONAL (45°) FLOOR TRUSSES 6 x 1 3/4' TAPCONS a IW O.C. W/1-3/8' DRYWALL NAILS OR DRYWALL SCREWS.1' 1/2' WEDGE ANCHOR (MIN. SHEAR=13400 d MIN. TENSION=5300) W/ 3 1/2' MIN. EMBEDMENT \ �° ■ :+: * SHEAR BLOCKINGS BETWEEN 24' O/C MAX. STD. 90 HOOK (SEE DETAIL) O.C.CEILING, 8' O.C. WALLS d 4' O.C. EDGES bxb WI.4xWl.4 ��\�j\�/ - > a g /�\/�\\/ - z ; BLOCKINGS W/ (2) LOCI TOE NAILS EA. END. 2X4 SYP"2 BLOCKING ® 8 x8 XI6 CONC. KNOCKOUT BLK W/ MOISTURE BARRIER , 6 MIN. DBL. K.O. BLOCK WUF OR FIBERMESH \ \ \ \ P.G. LINTEL 48 OE 105 ROD CONT. FILLED W/ GROUT I P.T. NAILER 16' O/C A. PER PLAN. NAILS g EA. ENDdIT rrPir USP HTA20 a END OF TRUSS W/ 10-10d x 1 1/2 NAILS STD. 90' HOOK 8' CMU WALL INTO TRUSS d 4' EMBEDMENT INTO CONCRETE (NOTE: (3) • 5 RESAR ON 3' CHAIR I$ �� (SEE DETAIL) - MIN. INSUL. PER FBC INSTALL HTA20's PRIOR TO INSTALLING THE W/3' MIN. CLEARANCE PROPRIETARY PANELS 12004 ED.) SI3-602.IABG.1.1 (20 p TYI 2 -STORY I WALL SECTION J WALL NOTES: (1) 5 VERT. IN FILL CELLS (SEE I) SEPARATION WALL IN T14E ROOF FLOOR PLAN FOR LOCATIONS) 24' MIN (2) 2x8 LEDGER P.T. LEDGER SCALE: 3/4'=I'-O' C.i�O SYSTEM PROVIDES 2-HITS PROTECTION LAP SPLICE ATTACHED TOGETHER W/ ASWIOOO � FIREWALL DETAIL a TRUSS 2-ROWS 10d 9 6' O/C SHEAR WALL DETAIL C MGAA L PROVIDES 2-HITS PROTECTION PER UL-U905 PERPENDICULAR TO WALL E PART. PLAN VIEW SCALE:N.T.S.j(o SCALE:N.T,S.j(o LEDGER LAP SPLICE DETAIL SCALE: 3/4' =1' -O' DANSCO IDE ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineedng.com CA 25948 o Ln w Z OLn� co z amM MM go Z en ao w 12 WJ z j V) W Z = W cn U 0 0 Lu QZ Z U Q O Z ~ n- ED TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2004 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2005 & 2006 SUPPLEMENTS), SECTION R301 FOR 119.9 MPH, 3 SEC. GUST, EXPOSURE "C' ENCLOSED (INTERNAL PRESSURE COEFFICIENT =:W. 18) WIND ZONE THIS DRAWING AND DESIGN S VAUD FOR 12 MONTHS AFTER THE DATE R IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2XIS LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 0200&THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUR10RIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION VERSION NO. 1.00 / 06.14.07 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E. #66715 EN EER SEAL: C 15 2008 SHEET TITLE: NY TORY SECTIONS el LS MONO I(MONO) ) � � SH li 11001lF TION: JOB N \`, 0757 DATE ISSUE DRAWN BY: REVIEWED BY: T S6 00 V Z 0 J D m 00 N i LO I M r LO T_