36459 Garden Wall Way - Laserfiche WebLink

Browse Search

.. .� ..9r.. ,c�mam..-sax•wrn wlr.n Irem�:n, •x n.11rmmmxmm� erl et ,ir - _ _: f 1 F!1 # piF 't? !r —A E.F:'. _ f {I AA �i:_ A 'lull. .III - r r II �: I:, _ I r - *DIAGONAL SPACED AT 15'-0" O.C. MAX CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN INSTALL BLKG. AT TRUSS WEBS FOR NAILING SEE ROOF PLAN SHEATHING �— BLOCKING fi 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" G.T. z— _ ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �7A TRUSS USSES (2) 12D NAILS —� AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: 1/2"=V-0" HIP G.T TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS CONY. FRAMED RIDGE 2X4 STUDS & PLATES AT 2"-0" O,C. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI(fP1-2014 MAYBE NAILED EACH DIRECTION TYP. U.N.O. VERTICAL SCAB ( TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN 2 x 6 #2 SPF 48" O.C. BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO W/ (4) 10d TOP & INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS 2x8 BLKING. NAILED @EACH BOTTOM OR SIMPSON H2.5A B T M COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION, FULL BUNDLES SIDE w/ (3) 12d NAILS WHEN SIDE1 NAILSWHEN NAILS OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD REQUIRED w/ (2) SIMPSONHTS20 SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & - X 1 EACH SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER COLLAR TIE A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. EVERY 3rd 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS RAFTER LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 2x4 SPF 2 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D (2) #7X 3-1/2" WOOD NAILS AT EACH TRUSS INTERSECTION. CB SCREW EACH TRUSS 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS OR SIMPSON H2.5A @ 48" O.C. DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS (OPTIONAL) 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX & EACH END ALTERNATE A DIRECTION TYP. CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" WOOD MAX T2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL INTERIOR BEARING 3 4L WOOD TRUSS SCALE: 1/2" = 1'-0" A PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS N L STANDARD HEEL HEIGHT TYP. WOOD TRUSS BLOCKI G DETAI SCALE: 1 /2"= V-0" 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER PROVIDE 25" LAP SPLICE @ F.C. REBAR 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d TOP -CHORD BEARING COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSSES @ FLOOR TRUSS FOR AN 4 24" O.C. AREA <_ 1000 SQ. FT. OF FLOOR AREA & SEALED PENETRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS. 2) 2x8 SYP #2 P.T. LEDGER ATTACHED TO MASONRY w/ (2) ROWS 1/2" SIMPSON TITEN HD, MIN. 5" EMBEDMENT PER 54/D1 SPACING. DOUBLE KNOCK -OUT BLOCK w/ (1) #5 CONT. P IN EACH COURSE. FLOOR CONNECTION @EXTERIOR WALL SCALE. 3/4" = V-0" 2'-0" MIN. LAP SPLICE 1'-0" 6" 6" 1'-0" 6" 6" TYP. O o I o O o I SPLICE O I o O O 2'-0" SPLICE BEYOND PART. ELEV. VIEW -I r", n r DBL. KO. BLOCK MIN. MIN. TYP. a a o 24" MIN. (2) 2x8 P.T. ATTACHED TYP. 0 C� 2'-0" (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 1/2" TITEN HD STAGGERED @ 24' O.C. w/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. LEDGER LAP SPLICE TOGETHER w/ PART. PLAN VIEW (2) ROWS OF 10d @ 6" O.C, LEDGER SPLICE DETAIL 54 SCALE: 3/4" = V-0" PROVIDE 30" LAP SPLICE @ F.C. REBAR. r /—(2) ROWS OF 10d NAILS @ 4" O.C. FLOOR TRUSSES @ 24" O.C. DOUBLE KNOCK -OUT BLOCK W/ (1) #5 ALTERNATE: CONT. IN EACH (2)2x8 SYP #2 P.T. COURSE LEDGER ATTACHED TO MASONRY W/ (2)-1/2" DIA. TITEN HD MIN. 5" EMBEDMENT PER 54/D1 SPACING SIMPSON HGAM10 @ 4'-0"O.C.T&B FLOOR ATTACHMENT 50 SCALE: 3/4" = V-0" 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD-C OR TOUGHROCK FIREGUARD-C GYPSUM BOARD WOOD TRUSS DETAIL - ADJACENT TO TRUSSES GA FILE ASW 0810 SCALE: 3/4"=V-0" MASi SEE inX-11a-rl1cAAn1LS 2X6 P.T. CONT. LEDGER T&B W/ (2) 1/4" X 3 TITEN2 @ 24" O.C. T&B TRUSS (6) .162" x 3 1/2" NAILS TRUSS TO LEDGER & (4) .148" x 1 1/2" LEDGER DETAIL SCALE: 3/4" = V-0" NO MINIMUM AIR SPACE w/ BATTEN STRIPS 1" DENSGLASS ULTRA SHAFT LINER OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. 2x4 BLOCKING @ 48" O.C. MAX. W/ 30 LB FELT (SHINGLES) SEE MANUFACT. SPECS. FOR INSTALLATION. (2) 16d TOE NAILS @ EACH END FIRE RESISTANT OSB 7/16" 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE PRE-ENGINEERED ROOF OF WALL NOT STAGGERED CEILING BOARD TRUSSES AT 24" O.C. MAX RUNNER TO SHEATHING OVER PARTY WALL ABOVE AT EACH SIDE-7 (2) LAYERS 1 "X24" PROPRIETARY TYPE - "X" GYP. PANELS INSERTED BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2" FLOOR RUNNER W/ 3/16" DIA. x 1 3/4" TITEN2 @ 16" O.C. FIRE CAULK RUNNER TO BLOCK WALL EACH SIDE NOTES: 1. SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GA FILE ASW 0810. STD 909 HOOK 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR UL-U905 (see sht 9) LOCATIONS) 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2)1/411x3" TITEN2 (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER SEE 53/D1 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON AT 6" O.C. EDGES AND 12" O.C. FIELD 1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/ 8d COMMON AT 6" O.C. TO ONE SIDE OF TOP CH I FLOOR TRUSS FOR AN AREA < 1000 S.F. 00 S TEI AND SEALED PENETRATION AREAS W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUALAREAS (1) LAYER 1/2" HIGH STRENGTH OR 5/8 GYP.--// (OR 5/8" GYP. TYPE "X" @ GARAGE W/ A HABITABLE ROOM ABOVE) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE MIN. 2x4 #2 SPF P.T. CONT. W/ (2) "XT' TITEN2 SCREWS Cal 16" O.C. TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 52 SCALE: 3/4" = V-0"11�j PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING 12 BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK SEE MUST BE"PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS ELEV. MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED s WITH APPROVED FIRE CAULKING.- 2x4 LEDGER @ 48" O.C. SEE ROOF PLAN MAX VERTICALLY NAILED FOR STRAP INFO. TO TRUSS WEBS W/ (2) 8d BASE BOARD PER SPECS. (TYP.) EXTEND BURN CLIPS AS PER 2 x P.T. BLOCKING BY FRAMER FIRE WALL MFG. FOR PLYWOOD EDGE NAILING R30 INSUL. MIN. SPECIFICATIONS NAILED INTO W/ (2) 1/4"x3" TITEN2 2X4 LEDGER ONLY AT EACH SIDE OF STEEL "H" STUD. (2) SIMPSON SDWC15600 (1) LAYER 1/2" HIGH STRENGTH SCREWS @ EACH TRUSS TO OR 5/8" GYP. WB. W/ 1 3/8" LEDGER DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. EDGES. "\\,—SIMPSON RBC @ 36" O.C. W/(6) 10d X 1 1/2" NAILS 3/4" FLOOR INTO TRUSS BOTTOM CHORD/SCAB & (3) 1/4" X 2-3/4" SHEATHING TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE INSTALLED PRIOR TO FURRING STRIPS INSTALLATION (TYP. ON BOTH FACES OF WALL) 1x P.T. NAILER INSTALLED AFTER INSTALLING RBC'S 1/2" GYP. WB OR 3/8" 8"x8"x16" CONC. KNOCKOUT PLYWOOD/ BLK. W/ 1 #5 ROD CONT. TYPE 2-M-W OSB FILLED W/ GROUT (DRAFTSTOPPING) 4"X4" INSPECTION PORT AT OBE NAILED W/8d EACH FILLED CELL (TYP.) COMMON @ 6" O/C TO /--1xP.T. BASE NAILER ONE SIDE OF THE �—STD. 909 HOOK FLOOR TRUSS FOR AN (SEE DETAIL) AREA :5 1000 SQ. FT. OF NAIL FLOOR TRUSS TO LEDGER W/ FLOOR AREA &SEALED (4) 10d TOENAILS (TYP.) EA. SIDE PENETRATION AREA W! FOAM. DRAFTSTOPPING SHALL DIVIDE THE (2) SIMPSON SDWC15600 SCREWS @ CONCEALED SPACE INTO EACH TRUSS TO LEDGER APPROX. EQUAL AREAS. TOP ORD BRG. DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD CONT. IN EA. COURSE FILLED W/ GROUT 1" P.T. NAILER R-3 MIN. INSUL. PER. FBC. 1/2" GYP. WB. (1) #5 VERT. IN FILL CELLS (SEE TYP. "S" MORTAR (TYP.) FOUNDATION PLAN FOR LOCATIONS) U 8" CONC. BLOCK (TYP.) PER UL905 ? =t U 1x P.T. BASE NAILER N 6x6 W1AxW1.4 WWF. -' 4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) 77[ 0 ;- (4) #5 CONT. - STD. 902 HOOK ON 3" CHAIR g" 2'-0" 8" (SEE DETAIL) 2-STORY PARTY WALL SECTION PW01 SCALE: 3/4"=1'-0 PRE -ENGINEERED -- FLOOR TRUSS' AT 24" O.C. GYP. BOARD CLG. SEE 53/D1 FOR LEDGER CONNECTIONS 1/2" GYP. BD. (2)-1 X 4 P.T. BASE —� NAILER BASE BOARD PER SPECS. —\ CONC. SLAB SEE FOUND. PLAN 6 MIL VISQUEEN —� SCALE: 3/4" = V-0" REV. 08.20.21 SEE PLAN TOP OF PLATE "--TOP COURSE W/ /— LINTEL SEE PLAN SEE PLAN TOP OF WINDOW WINDOW PER PLAN 8" C.M.U. WALL 10'-8" DOUBLE KNOCK -OUT W/ (1) #5 CONT. IN. EACH COURSE REINFORCING W/ MATCHING #5 DOWELS IN SOLID GROUTED CELL W/ MIN. 25" LAP SPLICE MIN. 8" C.M.U. WALL co all ►'r. r c6 m a- 7 ,v d) G,3 v C, .e' N N 0 N C> N CN t%%111111.11011 o P LE 0,1 C, ror +�� • Or, • \G a? `°, 010 • " ' N0 PE ,v `�• •�� S i riTE O : alp•'. q t�. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. �E co 4 O M N N co N U_ 2 W® 5 00 ca # u, Lu N cn�ra Ewa mM-, 33 LL a Y a JJ L.L 3 °W' L Z `°_°' Zo 2- 9 N m LC O W U), QQd Ci mm a Z N M Z N O O U 0 W ❑❑❑ z N M O 00 z z o rz r` M z 2 0 W �_ � 1 L (Z LU U v � C) 0 ,, g Mom V) G �� co U W J E — mON B i' ., 0 ID 0 ®® N Illo c co J w M N z c E oo <Z E z z� oa rm X 0 O < 0 OU O d' O E o CV L ao a= w0 ¢p �z ww z� B V% U h mi O Z N J m Q W Zz �, Fw o a z 30 C1 U ¢; a n w �r o d� o C:) Jz u 0� o a F co Ir zla o 3 0 2O > CU T i 0 m N L0 ^, T M LO :3 CV C�V C\1 00 m CV d' �— CV F— O Co C=) r ci 04 cu o Z m z :3CN E N a io a E a v ¢ a c JOB NO: 22-02407-02402 SCALE : AS NOTED SHEET NO. D1