Loading...
HomeMy WebLinkAboutApproved Floor PlansT BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING - TOP BOTTOM SPECIES CAP.(pH I NO BW1 is. (2) i6d TOENAILS (2) Ted TOENAILS SPF UPUFF FBW-2� is.SP2 W/ (6)-10d SP1 W/ (8)10d S" 402 STUD, (6) 100 PLATE STUD, (4)10d PLATE FBW3 16" I SP2 W/ (6) SOd (2) SP1 W/ (8) iOd SPF 803 SAID 16d PLATE STUD 4 10d PLATE NO OW4 16. (2)16d TOENAILS (2)16d TOENAILS SYP UPLIFT BW5 SP2 W/ (61-10d SP1 W/ I6}10d 18". .STUD, 8 SOd PLATE STUD 4 10d PLATE SYP 439 SP2 W/ (6) IN SPi W/ (8}10d F-BW51 16'(2) STUD B 10d PLATE STUD 4I 10d PLATE SYP 878 NO BW7 12" (2) led TOENAILS (2)led TOENAILS SPF UPLIFT BWB SP2 W/ (6}10d SPI W/ (6}SOd 12' STUD, (5)10d PLATE STUD, 4 10d PLATE SPF 535 STUD, 2-7 (6)10d)PLATE STUD, (4) IOd PLATE SPF I= BW10 12% (2) i6d TOENAILS (2) i6d TOENAILS SYP D BAI SP2 W/ (6)-10d SP1 W/ (OKOd 12" STUD, 6)10d.PLATE STUD, 44)10d PLATE SYP 585 BW12 2) SP2 /ioa (STUD, 12' e) PLATE STUD, (4)10d PLATE SYP 1170 BW13 NOT USED OUSLE 2c TOP PLATE TOP OF. WALL ,.p- SEE "PLAN 'Q MASONRY WALL OR ICF WALL, SEE PLAN Zx STUDS PER DOUBLE 2x HEADE PLAN/ SCHEDULE SEE FLOOR PLAN FOR i ABOVE MIN SIZE, SEE WF09/83 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL - INDICATED ABOVE WITH --SEE MSO3/S1 FOR NO UPLIFT CONNECTORS BRG WALLTO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS® TOP &BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F.MSEE FOUNDATION - PLAN FOR MORE 2a P.T. W/ 1/2" AA & 32 O.C. W/ 7" INFO EMBEDMENT OR 1/2' A.T.R. W/ SIMPSON SET W/ .. 3W= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN.'i REQUIRES MIN ALT.: SIMPSON 1/2" THEN HD Q 82" O.C. " " 7/16" Ose PLYW'D W/ SAME EMBEDMENT W/8d NAILS AT 4.4c SEE GENERAL NOTE#8 BRIG. WALL DETAIL IN HELD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE; ASSUME 20 STUDS USED UNO. - 2. ALL STRUCTURAL DUMBER TO BE SYP #1 OR SPF*2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SPBAND SPe CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "SW' IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED, SEE WPo 6 S8.10R INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST ROOK CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) e. IF "SW' INDICATED THE WALL IS CONSIDERED A AND REQUIRES MIN. FIELD NAILS AT 4" O.C. IN FIELD AND EDGE WALL 7LL6" a PLYWOOD AND EDGE (I) SIDE NA S 1 ATTACHED PER NAILING SCHEDULE 7, ALL EXT WALLS W/ E A SHERLOR LAN AND SECTIONS FOR SAID AND GRADE ACT SEE PLAN AND WALLS WALLS SEC I0 THESE 8. IF THE BEARING WALL IS INDICATED WITH THE BVYl. BW4, BWr, BW10 THESE WALLS ARE ONLY E BEARING WAU. M SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPUFr, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS)AND WILL NOT REQUIRE THE ANCHOR SOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2-DRNE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD.10d= 0.148" DIA. x S" LONG COLUMN SCHEDULE MARK : COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) c1 IS) 2x4#2 SPF (4)-leOTOENAILS 0 fC2 1 (3)2 x 4#2 SPF DTT2Z W/ 1/2" WEDGE ANCHOR- &(8)1/4'X 11,/2' 214E SDSSCREWS C3 (3) 2 X.4 SYP #1-0R (4) -18d TOENAILS 0 Q (4) 2 x 4 SPF #2 DTT2Z W/ 1/2" WEDGE ANCHOR* & (8)1/40 X 11/2" 2145 SDS SCREWS 4x4P.T.#2 A6044 W/5/8"ATR** G_am C5 SYP POST & 12 - Led NAILS 6x 6 P.T. #2 ASUS6 W/5/8"ATR** G-12000 SYP POST & (12) - led NAILS U - 2300 8 x 8 P.T. #2 ASUSS W/(2)-5/8' ATR- * G=24335 CT SYP POST &(18)-16d NAILS U=2320 C8 1.8E Rd24D0 PSI HDU5-SDS2.5 W/ (14)1/4' x 21/2' SDS WS & 5/8" EPDXY 564E (WOLMANIZED IF EXT.) .ANCHOR, OR ATR** x 5.25 P.L. HDUSSDS2.5 W/ (LA)1/4" x a3.5 1.8E Fb=2400 PSI 21/2' SDS We & 6/8' EXOPY - 5645 OLMANIZED IF EXT. ANCHOR, OR ATR** C10 3.5 X 7 P.L. 1.8E Fb-2400PSI HDLI SDS2.5 W/ (20) 1/4" x 21/2" SDS WE & 7/8' EPDXY 6970 (WOLMAMZED IF EXT.) ANCHOR OR ATR*** C11 5.25 x 5.25 P.L. 1.8E FD"2400 PSI (WOLMANIZED IF EXT.) - HDUS SDS2.5 W/ (20)1/4' x 21/2" SDS WS & 7/8" EPDXY ANCHOR, OR ATR- 7870 *-7 X 7 P.L. HDU8-SDS2.5 W/ (20)1/4" x c12 18E Fb-2400 PSI 21/2- so$ WE & 7/8' EPDXY 7870 WOLMANIZED IF EXT: ANCHOR OR ATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL W'F37/SS 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR G" EMBEDMENT FOR 5/8- ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF [01 COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. BE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (LBE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON vs. GUN. APPUCATION NAIL DIA.-LENGTH NAIL SPACING Sd OA31" X 2 W' 0.131- X 2 %- SEE Ft AN RING SHEATHING SHANK ON ROOF ROOF & WALLS Ind OR 12d 0.148" X 3 0131 X 3' SEE PLAN BLOCKING 8, TOE 0.148' X 3 V. 0 131" X 3 AA' NAILS At TOP PLATE 12d OA48" X 3'k 0131" X 3 A4" 8" O.C.(ODMMON) STUD WALL 6" O.C. GUN MAIL CORNERS led 0.148" X 3" 0.131" X a" W O.C.(CDMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS 16d 0.162" X 3 W 0,131" X 3 U- (2)1S0(COMMON) SEE PLAN MIS (GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2).2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M1 OSB FLITCH PLATE, NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTSWTO WOOD POST ROWS OF 12d NAILS 012" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2)- 2 x 10 #2 SYP W/ 7/16' CONNECTION: PROVIDE (2) CBS RRCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF NAILS 4D 12" OR (2) SIMPSON HETASS TO CMU AC H SIDE O.C. TYP EACH COL U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/iW CONNECTION: PROVIDE (2) 088 BITCH PLATE. NAIL SIMPSON MA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -1 3/4" x 111/4" LVL CONNECTION: PROVIDE (2) 2.0E Fb=2600 PSI. NAILBEAM SIMPSON LSTA24 OR (2) TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" x 31/2' SDS WOOD OR (2) SIMPSON HETA36 TO CMU SCREWS D 16" O.C. TYP. COL U.N.O. ON RODF PLAN. EACH SIDE, (2)-13/4'x117/8"LVL 2.0E Fb-2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x3 1/2' SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 016' O.C. TYP - OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL U.N.O. ON ROOF PLAN. (2) - 1 3/4" x 16" LVL 20E Fb=2600 PSI, NAIL BEAM CONNECTION: PROVIDE (2) (w TOGETHER USING (2) ROWS 4OR SIMPSON LST AZ (2) 1/4" x 91/2" SDS WOOD SIMPSON HTS20 TO W000 POST SCREWS O IS' O.C. TYP. OR (2)SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS Hi (2) - 2X6 ##2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2)-2X8A`23YP BEE GENERAL HEADER NOTE #5 W/ 12" FLITCH PLATE THIS SHEET H3 (2)' 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 12" FLITCH PLATE THIS SHEET (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #6 W/ 1/2" FLrTCH PLATE THIS SHEET H5 (2)-13/4'X11114 ATTACH TOGETHER WI(2) ROWS 1/4"X 312 LVL 2.0E Fb=2600 PSI SDS WD SCREWS 016" O.C. TYP. EACH SIDE H6 (2)-13/4-X 91/4 ATTACH TOGETHER WI(3)ROWS 1/4"X 312# LVL 2.0E Fb=260D PSI SDS WD SCREWS 016- O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS& STUDS REQ. AT OPENINGS OPENING - 20 WALL 24 OR 2X8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA, END 1-0" • 3'-11" (1) (2) (1) (2) 4.0"-9'-0„ (2). (3) (2) (2) 10''0" -16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE tat FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS LINO ON PLAN S. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 S. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12' o.c. ALONG EACH EDGE OR (3) ROWS IF 2X10 OR LARGER.. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3)12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. to 0 4' B. DBL 25 SH (EGRESS -------------- MASTER BEDROOM 8' CEILING 14' W I~ O 2" 6' 0" BREAKFAST NOOK 54' 8« 20, 6" 9, 2" 9r9x 91 9*. g" g CD11 S-2 TYP. C6 - -___ _ - M3 BM3 11' 4"1 29' 8" 2, 8° 610. _ 2, S" - , 4' 8" S, 4" 8, 0" - Bw2 4050 SH, COVERED PATIO b 20'-O" x 10'-0" m O�y H1 (�, Ni ssos I 00 N A 8' CEILING A HI z' o„ MS03 S1 iv DBL 25 SH 25 SH EGRESS ' ---- -R.T.----- 8 : I BREAK IN CEILING LINE A -I I BEDR OOM #4 VAULTED CEILING 1- 8' CEILING J g I io ' a 5' 6" 2' 10" 3' 0" 15' 0" 14' 4" 36" RAT EAR TOP ON 34 %" WALL , , o , io N 2668 DBL-2068 DBL VAULT RIDGE LINE .,. m - - - -SINK---- ---`=.-_ - ---- --------------- w = �' cwD O 1- * z R/SH N �_ _ D/W I I 1:: FAMILY ROOD 1 0" I����+L���� KITCHEN -� VAULTED CEILING ) BATH W tv VAULTED CEILING ; a ro ,. & CEILING 3 m , = N. f0 _. 2' 7. 2, 1" 6 8" 40 O - O r H N LL-o � o rl cV , 3 IN N 3868 7 DBL-2068 0 _ - HALL 8' CtG. 2' 2" 3' 4" 3' 8" 2' 6" iro m ' Fall8' - ro CEILING to , 2 6" 8' 0" ' 8X4 COLUMN 8X4 COLUMN O m" 3X4 , J TO CLG. 11' 4" O G. 7' 0" Q Q 8' CEILI G F.G. 1 20 _ 3_06_8 _ CEILING LINE I F `T' o 0 SH<oR 868 - _ -FRAME f 0 WALL T ' IGH 1 ? ' 42" HIGH I A/C m KNEE WALL i» ` _ .. PROVIDE PLATFORM FOR W/ CAP - 266$ VERIFY SIZE ` re 2668 JHVACUNIT WITH MFGR x N i 10' 1" I 1' 7" 5' 6' 3161, 12' 2" 61101. 3' 10" 10, 6" N I 1 t DRY I DRYER VENTL�UN - DINING Rii. 0 BEDROOM #3 ,I W. LC. I = I ( I THRU ROOF W CEI NG 10' CEILING 'v ')TIC ACCESS _d• 1 e MAX LGT 35'-0" - o COLUMNS FOYER N'r-1o"x 6 B' CEILING W CEILING ( 1 H. .� - D TO CEILING EN REQ. (I HANSON BOX OD 10' CEILING Bj' COpE_ L IWASHI I @ 36" AFF " - - - - - - - - - -' L _� 42" HIGH ,-� MS07 I - KNEE WALL 1 2888 W/ CAP QM FC21 BW2 1 2 N TE: BUILDER TO PROVIDE i ACCESS ATTIC ' GIRDER ABOVE PRANCE PROTECTION IF LOCATE IN FIELD SHED B4 MUNICIPALITY. 1/2' X 54" MIN ; DBL SH ENTRY s' 2" 8' 6" E DETAIL �M N. 2' 8 10' 0" 'i -10'0 2 CAR GARAGE S.O.M. o ~ oLUMILId°RE - -----8'"--" =_- BEDROOM #2 8' CEILING _ 8' CEILING xNd N '4' 6101 2" CD21 S-2 B:0 ELEV "S" CRAFTSMAN ELEV TION NOTE: AT ALL FRONT ENT RY COLUMN LOCATIONS USE THE FOLLOWING: 1.6" SQ. CMU BASE %1 #S'S A.F.F. W/6X6 POS W/SIMPSON ABU66 W/ 5/8" A rR & (12) 16d NAILS IN CENTER I V/COLUMN WRAP SEE ELEVATION FC R BASE HEIGHT ALIGN BEAMS WITH POSTS �,11111„CIII FLOOR PLAN SCALE: 1/4" = 1'-O" - ELEVATION "B" 3 160 MPH OPENING PRESSURES ENCLOSED -EXPOSURE B +27.6 / -29.9 B +27.5 / 37 0 © +26.5 / -28.8 +28"5 / 34 4 I; _ +24.8 / -27,1 O +24.8 / 31 1 z_') it l l ® +24.3 / -27.5 O +23 3 / -28.0 f NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL g m BEARING FRAME WALL m s ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS g SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. v " MASONRY WALL GENERAL NOTES E `sggqTlSPA; $ g Jf , ! 1. 14302.5.1 Door from garage Into house must be a `- <�4� �, �' g _ • F "r'. minimum 13/8" solid wood door, solid or honeycomb steel door, or 20 Minute fire rated door. v; PSD 67864ag •k „.� 2. Bathroom exhaust fans must verd to the exterior of e M {� the building, exhaust to attic space and Soffits is not acceptable. Ventilation shall be permitted to exit through : -p J the soffit if solid soffit Is installed 5'-0" on each side of ATE pF b ' the Venting- d �arC 3, R302.6 The garage shall be separated from the mppf'tu`S'SJ;)! �>`�t,` residence and it's attic by not less than 1/2-inch tq`FJlAT1NTtgjV (12,7mm) gypsum board applied to the garage side. N - Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch .9 (15,9mm) type X gypsum board or equivalent. Where g the separation Is a flooneiling assembly, the structure supporting the separation shell also E # x protected by not less than 1/2 inch (12.7mm) c 8 & m Mum board or equivalent. 1 s 9 8g go4. R412.2.1 Window sills In dwelling units, where The of 8 oP®hing of an operable window Is located more than 0%s sU w o 72 Inches (1829 mm) above the finished grade or sufface below, the lowest part of the clear opening O q iX. a of the window shall be a minimum of 24 Inches g 5 a 3 "; �: Id ui w (610 mm) above the finished floor of the room In �. € ® a 8� s uJ which the window is located- Glazing between the „ 2 floor and 24 inches (610 mm) shall be fixed or have °' W Q s or openings through which a- 44nch-diameter (102 mm) ,� 2 _s 3 , in€ 0_ s & Om of sphere cannot pass. „ @@ pp „ N 00 mm °g s S. R308.4.2 All windows within 2'-0" of doors and In. s ® c N shower or tub areas will W safety tempered glass. a ""' :m O 1100 6. Calling for exterior entries and covered porches to ` www.FOseNG COM have diagram span rated dui nailed per zone on 8 iE v (g ei roof diagram nailing schedule or 5/8' CDX, m ►(\'1,/') Z ~ m 1X T&G acceptable for substitution. m z o g 7. EC: R402.2.4 Access doors from conditioned spaces to z a - uncondRloned spaces (e.g., attics and craw[ spaces) `- Q `o m shall be weatherstrlpped and insulated tD a level a ¢ equivalent to the insulation on the surrounding _ surfaces. c � z Q - '' l/) 0 ¢ 8. Laundry Note: (Unless noted otherwise) Provide dryer �Q) Vefrt thru roof max. Igt. 35'-0", washer & dryer units (Washer unit to be always on left side when facing,! o E I units) hanson box ® 36" aft E U w 9 9. Ceilings for exterior entries and covered porches to be -, N c m 7/16" OSB on underside of roof trusses Shea be attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ Bd nails at 6" O.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4" edges. Vinyl ceiling to be r' = attaches to OSB per manufacturer speclPcatlons "�u e U {@fin $ I o Q DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 a 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: z PORT ST. LUCIE ` ♦ Job Information: �O O i 4t Cn a ' O f6 C Q) .0 16.w pO > N i C OLu 0 C C N hp ' gCh i_ Q a W Ls a ' lV $ CO LO 00 = 0) '^ r� 0 0 m VI Moclel Name / Number: 6 2.320 AREA CALCULATIONS ♦ Plan Issue Date: 1st FLOOR 2332 S.F. Tuesday, April 14, 2020 m ♦ KA PROJECT NUMBER: N W TOTAL LIVING (AC) 2332 S.F. 20-JA76 GARAGE 437 S.F. Sheet: Of. COVL`3tED ENTRY (BASE) 54 S.F. ,Q COVERED PATIO/LANAI TOTAL AREA UNDER ROOF 2823 S.F. $ FLOOR PLAN