6246-6264 Timberly Ln - Laserfiche WebLink

Browse Search

PRE ENGINEERED WOOD (1) LAYER UNDERLAYMENT FOR ROOF PITCH >4:12 4 TRUSS 6 24' O.C. U.N.O. (2) LAYERS UNDERLAYMENT FOR ROOF PITCH <4:12. 12 HURRICANE ANCHOR 6 EACH TRU55 [SEE UPLIFT 5CHED.) W/ METAL PL. (TYP.) VARIES UNDER EA. TRUSS 015TURE BARRIER ROOF COVERING 1/16" OSB MIN (FOR SHINGLE) OR y" HIGH STRENGTH CDC GYP. BOARD OR 5W WALL BOARD (OR 5/a" GYP. TYPE 'X' 'a GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS 6 1' O.G. CEILING 4 8' O.C. WALLS R30 MIN. BATT ORS BLOWN INSULATION Ix2 P.T. HORIZONTAL NAILER STD. 90' HOOK (SEE DETAIL) R4.1 MIN. INSULATION ON - EXT.. BLOCK WALL5 Ix2 PT WD FURRING 6 24' O.C. 1/2" GYPSUM WALLBOARD U.N.O. 5/8' 055 (FOR TILE) SEE ROOF NAILING SCHEDULE ON SHT. SNI ELEV. VARIES ALUMINUM DRIP EDGE ALUMINUM FASCIA \I. U.N.O. 01 2x4 SUB FASCIA 2" ALUMINUM VENTILATED SOFFIT 8'x8'XI6" KNOCK -OUT BLOCK W/ 105 CONT. FILLED SOLID W/GROUT CONTINUOUS TO FOOTER BELOW W- +400K DETAIL K.O. SLOC;K 20" MIN. LAP 8' C.M.U. TYPICAL 5EE L4F SPLICE DETAIL #3 OR #4 REINFORGING BAR -TYPE "S' MORTAR #3 � #4 LAfi SPL I GE 2S" MIN. LraP ARCHITECTURAL 1 FINISH #5 REINFORGINO BAR #5 LAP SPLICE (1) 05 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) Ix4 P.T. BASE NAILER 4'x4" INSPECTION PORT AT EACH 3 1/4" BASEBOARD FILLED CELL TYPICAL 2500 P51 CONCRETE _z MIN. 2500 PSI CONC. SLAB SLAB W/ 6x6 (MIN 3000 P51 CONG. SLAE W1.4 x WIA WWF OR FOR HERNANDO CO. ONLY) FIBER'1E5H (Y O Z o IL Lu 74 O W \/ \\�\\7\\y0f} 6MIL VAPOR ; D 4 �I BARRIER VX AND CLEAN POISONED \ d COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1551) (2) #5 REBAR CONT. ON 3' CHAIRS TYP. U.N.O. 1,-4" STD. 90• HOOK (SEE DETAIL) Ti'PICAL WALL 5ECTION SCALE: N.T.5- J3 (1) ROW 2x BLOCKING -1 MID HGT. FOR WALL HGT. s 8'4o". (2) ROWS 2x BLOCKING • 3rd PT5 FOR WALL HGT. > 64o'. 1/2" GYP. WB (MIN.J 6 GARAGE SIDE IF APPLICABLE. " 11 iN. LA RIB/8'-1 61 #5 REINFORGING BAR #5 STD. SO ° H00)G �—#6 REINFORGING BAR #ro L,4i= SPL I GE RE54R DETAILS rF"�_ SCALE: N.T.S. CJ3 ELEV. VARIES I" x 2" FURRING I" x 6" ROUGH SAWN CEDAR 12" U.N.O. 2x4 SPRUCE 5UB FA5GIA 12" ALUMINUM Ix2 P.T. NAILER VENTILATED SOFFIT ALTEFNATE FA5CIA SCALE: 3/4"= I'-O" 2x 5.P.F. STUDS @ 16" O.G. LOAD BEARING OR 2x STUD I EXTERIOR WALL 8" G.M.U. I 1,0 1 "x P.T. STUD SEE GG/53 OR #5 VERT. IN FILLED CELL `V G/53 FOR ANCHOR 5/8" x 6" EXPANSION BOLT INFO. BOLT @ 24" O.G. VERT. OR 5/,5"xb" "J" BOLTS I *U5P 5PT22 TYP.--\ 2x P.T. PLATE ASSUMED FINISHED GRADE MONO OR STEMWALL — — — — — — — — — Z FOOTING MONO SHOWN D GD D FOR CLARITY ° NOTE: *FOR BEARING WALL W/ UPLIFT ONLY FRAt 1E UJ,4LL TO C.1YI.U. W,4LL CONNECTION 1D 2x P.T. PLATE 1/4' 0 X 3 1/4' TAPCONS 6 24" O/C 4 SEE TYP. WALL SEGTION FOR SCALE: 3/4"=1'-O" 6" MAX FROM END OF 2 x PLATE ADDITIONAL SLAB INFORMATION. l2) #5 CONT. ON 3" 6 x 6 WI.4 x W1.4 CHAIRS (TYP) WWF OR FIBERMESH TYPICAL G.M.U. BLOCK WALL GALVANIZED METAL STOP SECURED TO WALL TO RUN CONTINUOUS AND LEVEL AT A '�\/ /\ D • �\\ /\\ \\ MINIMUM OF 8" ABOVE GRADE. EST. GRADE / /�% / _ ELEVATION 0'-0" 8" I'-4" all TOP OF SLAB - z T` FICAL INTERIOR 5EARINC FALL JJ/OUT URL IFT - - - SEE TYP. WALL SECTION FOR SCALE: 3/4°=1'-m" FINI&H TEXTURE E3RE74K ADDITIONAL SLAB INFORMATION. �� SEE TYP. WALL 5EGTION FOR SCALE: N.T.5. J3 ADDITIONAL INFORMATION. EXPAN51ON JOINT FORMED U51NG 112" EXPAN51ON JOINT MATERIAL 3/4" RECE55 FOR vARIES THICKEN SLAB EDGE BETWEEN VARIES 5.61). (U.N.O.) 314" RECESS FOR 6 x 6 NIA x NIA DOOR FRAMES AS SHOWN SEE A/53 FOR S.G.D. (U.N.O.) WWF OR FIBERMESH FINISHED CONCRETE LANAI TO REINF. INFO. RECEIVE BROOM FINISH U.N.O.7 o 'v ° a a \ •� ' \ m / a / 4 \ ° \\ d SEE A/53 FOR \`` �\ \ . / / / ! ; �' % / REINF. INFO. 4 1'-4" "all(1) #5 CONT. 1"-4" (I-STOR1 > SEE A/53 OR J/56 -�" FOR REINF. INFO. Ofi=T I ON 1 4" (2-STORT) �" 8' SEE TYP. WALL SECTION FOR ADDITIONAL 5LAB INFORMATION. OFT I ON 2 SLAE3 STEF 4 RECE55 '� e,G-D. t_1 SEE TYP. THICKENED SLAB EDGE DETAIL SCALE: 3/4"= I'-O" e3 ON SHEET 53 FOR OUTER EDGE OF LANAI v (1) ROW 2x BLOCKING a MID NOTE: HGT. FOR WALL HGT. :58'-6'. SEE SECTION C/53 FOR (2) ROWS 2x BLOCKING 6 3rd ADDITIONAL INFORMATION PT5 FOR WALL HGT. > 8'-6'. 1/2' GYP. WB (MIN.) a GARAGE U5P 5PT22 CONNECTOR SIDE IF APPLICABLE. 2x P.T. PLATE 5/8"0 EXPANSION BOLT a 24" O/C W/ 5' EMBEDMENT (MIN. SHEAR SPACE ANCHOR BOLTS 3500#, MIN. TENSION 2600#) 6" MAX FROM END OF 6 x 6 W1.4 x W1.4 2" x PLATE WWF OR FIBERMESH -- L ----- --G --- �' -- -Al - \ X,° / ix (2) #5 CONT.' ON 3' CHAIRS (TYP) 5" --— T�'FICAL INTERIOR SEARING WALL UJ/ URLIFT SCALE: 3/4 ° =1' -O" ��2� 6x6NIA xW1,4 WWF OR FIBERMESH GRADE MIN. TiI=ICAL THICfGENED 5L,45 EDGE SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-O" ADDITIONAL SLAB INFORMATION. CL MASONRY WALL AND ' MASONRY WALL AND PAD FOOTING PAD FOOTING 5" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD GONT. FOOTING STEEL MAT REINFORGING. 'T ? GRAD Z cD Z ULy J t - \ / \\i\\i/\/ BEYOND 0 PAD REINFORCEMENTS" MIN. CLE ,RNC= (SEE SCHEDULE) FOOTING Lu'IDTI- SEE SCHEDULE FATIO COLUI-IN LTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. �� ADDITIONAL INFORMATION. FIRE RESISTANT 055 1/16" (FOR SHINGLE) OR 5/8' (FOR TILE) SHEATHING 4' ON EA. SIDE OF WALL NOT STAGGERED OVER PARTY WALL 2X4 LEDGER e 46" 1/16' O.S.B. (FOR SHINGLE) OR 5/8' O/C MAX. 055 (FOR TILE) SHEATHING U.N.O. VERTICALLLY NAILED 15 LB ROOFING FELT (SHINGLES) TO TRU55 WE55 W/(2) Ed (TYP.) 2X4 BLOCKING a 45' O.C. MAX. W/ (2) 16d TOE NAILS Q EACH END 4 GLUED TO ROOF PRE ENGINEERED SHEATHING ROOF TRU55 e 24" O.G. MAX. 2' CLG. RUNNER FIRE CAULK r (2) LAY SHAFTL INER IN51 FLOOR 4 C STEEL I ADJACE REFER TO A/53 FOR INFORMATION NOT SHOWN. 1/2" x 6' WI FIREGUAR FIREGUA BATTEN STEEL "H' STU ATTIC A 5TD. 90° (1) #5 VER =R5 I" DENSGLA55 DE RD STRIPS D BREAKAWAY CLIPS ._RTED BETWEEN 2' GEORGIA-PACIFIC S .LG. RUNNERS W/ 2' EACH SIDE OF EVER a STUDS BETWEEN STUD (48' OC MAX) NT PAIRS OF GYP. VERTICALLY PANELS, I DENSARMOR PLUS (U LAYER I/2° HIGH D G OR TOUGHROCK "' GYP. WB. W/ 1-3/8, C GYPSUM BOARD OR DRYWALL 5CR 41 EA. SIDE OF 8' O.C. WALLS 4 4' (ONLY REQUIRES IF 2 x 4 5YP02 x12" LO REA IS ACCESSIBLE.) RBG CLIP W/ I0d HOOK (SEE DETAIL) SIMPSON RBC Is 36 T. IN FILL CELLS (SEE NAILS INTO TRUSS CHORD/SCAB 4 (3) FILL CELL PLAN FOR LOCATIONS) NOTES: U SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HR5 PROTECTION PER GP WHI 495-2143 2) MASONRY WALL PROVIDES 2-HR5 PROTECTION PER UL-U905 2X4 BLOCKING 's 40" O.G. MAX. W/ (2) 16d TOE NAILS • EACH END 4 GLUED TO ROOF SHEATHING 2X4 LEDGER @ 48' O/C MAX. — VERTIGALLLY NAILED TO TRUSS WEBS W/(2) 8d (TYP) PRE ENGINEERED ROOF TRUSS • 24'� O.G. MAX. FIRE CAULK 2' CLG. RUNNER 1/2' x 6' WIDE DENSARMOR PLUS —� FIREGUARD C OR TOUGHROGK 45 PER FIREGUARD C GYPSUM BOARD PECIFICATION5 61 1 BATTEN STRIPS • EA. SIDE OF Y OTHER STEEL "H' STEEL 'H' STUD (ONLY REQUIRES IF 4 IOFT OC ATTIC AREA IS ACCESSIBLE.) 2" FLOOR RUNNER W/ 3/16' D I A. x I 3/4' TAPCON5 6 2 x 4 5YF02 x12' LONG SCAB a EACH 6' O.C. RBC CLIP W/ 106 6 3' O.G. SIMPSON RBC -1 36" O.G. W/ 6-10dx1-i STRENGTH OR 5/8" 1/2" NAILS INTO TRUSS BOTTOM DRYWALL NAILS CHORD /5CA5 4 (3) 1/4'x2 3/4' TITEN EWS 1' O.G. CEILING, SCREWS INTO MASONRY. O.G. EDGES 2' FLOOR RUNNER W/ 3/16' DIA. NG SCAB -T EACH x 1 3/4' TAPCON5 • 16' O.C. 3' O.G. O.G. W/ 6-10dx1 1/2" STD. 90• HOOK (SEE DETAIL) BOTTOM 8'x8"X16' GONG. KNOCKOUT BLK. W/ 1/4'x2 3/4' TITEN 11S ROD CONT FILLED W/ GROUT SCREWS INTO MASONRY. (TYPICAL ON BOTH FACES OF WALL) NOTES: 8"x8%6' CONC. KNOCKOUT BLK 1) SEPARATION WALL IN THE ROOF W/1#5 ROD CONT. FILLED W/ GROUT SYSTEM PROVIDES 2-HRS PROTECTION PER GP WHI 495-0143 (1) 05 VERT. IN FILL CELL5 (SEE 2) MASONRY WALL PROVIDES 2-HR5 FOUNDATION PLAN FOR LOCATIONS) PROTECTION PER UL-U905 z 4'x4' INSPECTION PORT AT 6x6 W1.4xW1.4 EACH FILLED CELL TYPICAL WWF D G D D i i x \ \ (2) #5 STD. 900 HOOK CONT, 8" 16 8 (SEE DETAIL) ALT. FIRE UJALL DETAIL AT C01-1MON WALL 1A SCALE: 3/4' =1' -O" 6x(o WI.44.11.4 WWF l2) LAYERS 1' DEN5GLAS5 5HAFTLINER INSERTED BETWEEN 2' FLOOR 4 CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2X4 BLOCKING W/ (2) 10d TOE NAILS ID EACH END 15 LB ROOFING FELT (SHINGLES) 1/16' 0.5.5. (FOR SHINGLE) OR 5/8° O5B (FOR TILE) SHEATHIN U.N.O. FIRE RESISTANT 055 1/16' (FOF SHINGLE) OR 5/8' (FOR TILE) SHEATHING 4' ON EA. SIDE OF WALL NOT STAGGERED OVER PARTY WALL MIN. GAP (ONLY REQUIRE5 IF ATTIC ,REA 15 NOT CCE5 LE% BREAKAWAY CLIPS $ PER }-GEORGIA-PACIFIC SPECIFICATIONS / -a EACH SIDE OF EVERY OTHER STEEL "H' STUD (48' OC MAX) 4 ]OFT OC VERTICALLY f PRE ENGINEERED ROOF TRU55 PERPENDICULAR TO WALL 9 24' O.G. MAX. -2X4 BLOCKING W/ (2) 10d TOE NAILS • EACH END (1) LAYER 1/2' HIGH STRENGTH OR 5/8' GYP. WB. W/1-3/8' DRYWALL NAILS OR DRYWALL SCREWS. 1' O.C.CEILING, 8" O.G. WALLS 4 4" O.C. EDGES -MOISTURE BARRIER USP HTA20 'a END OF TRUSS W/ 10-10d x 1 1/2' NAILS INTO TRU55 4 4' EMBEDMENT INTO CONCRETE (NOTE: INSTALL HTA20's PRIOR TO INSTALLING THE PROPRIETARY PANELS (1) 05 VERT. IN FILL CELLS (SEE FLOOR PLAN FOR LOCATIONS) - (1) 05 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) z �n c�J 4'x4' INSPECTION PORT AT EACH FILLED CELL TYPICAL -- --1—V—------ / / x CONT- 5TD. 12100 HOOK 8" 16 8 (SEE DETAIL) ALT. FIRE WALL DETAIL AT Col Il„ION UJALL � SCALE: 3/4" = I'-O' P.T. 2x I/2" 6YP. BD. HOLD GYP. BD. 1/2" FROM SLAB Ol '_ I' a Q GONT. BEAD SEAL/ 8'x8"x16" CONC. KNOCK OUT a INTERIOR BLOCK W/ (1) #5 ROD CONT. a a J 3 1/2 o IN FILLED SOLID GROUT OL 9'-4" AF.F GONGRETE NAILS W 1 1/4" EMBEDMENT @ 12" O.G. STAGGERED, FROM BOTTOM PLATE TO GONGRETE (MIN. SHEAR IBO# MIN. NG. BLK. TYPE '5' MORTAR (U #5 VERT. IN FILL CELL5 (SEE FOUNDATION PLAN FOR LOCATIONS) 4'x4' INSPECTION PORT AT EACH FILL CELL TYPICAL Alk ASSUMED FINISH GRADE cil XX \\ Sx16 CONT. FOOTING W/ (2) #5 CONT. ON 3 CHAIR. 1'' DOU5LE CIVIL[ UJ74LL SECTION SCALE: 3i4'=I'-0" TENSION 120#) CONCRETE SLAB m 6 MIL VAPOR \\\j BARRIER 2X 5TUD5 @ 24" O.G. U.N.O. V GARAGE 112 GYPSUM WALLBOARD U.N.O. W/ DRYWALL 5GREW5 @ 8"O.G. ---SEE TH15 SHEET FOR INSULATION CHART GONT. BEAD SEALANT 6X6NIA xHI4 WWF OR FIBERMESH — m a 4" 4" INTEiRf OR W,4LL 5LA5 &TEF NON-5RC�_ SEE TYP. WALL SECTION FOR ADDITIONAL 5LAB INFORMATION. SCALE: 3/4"=1'-O" DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoenginee6ng.com i o N w Oho Z p �M O I aWL� i as ��^,• Zz c� a� zQ J w Ln in Ln I — Lu 0 Q 0 z Q C� 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 = W.18) WIND ZONE. THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED 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 RREWALLS 07.28.10 3.00 ADD ALT. ROOF R TI 1 1.12.10 4.00 ADD STEM WALL DETAILS 04.20.11 4.01 REVISED NON -DROP A8 E 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 L:r:�=ccs�e atg�'„s; �teP CEN o. 60122 ' STaTF p Q: mod. ss,'` • • � ��. AL If11li6�v�� SHEET TITLE: SECTIONS, DETAILS, NOTES (MONO) SHEET INFORMATION: JOB NO.: 290127 DATE ISSUED: 03.09.11 DRAWN BY: DZ REVIEWED BY: TH/AS S3 O T O O IF- O O T CO 0 T r