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HomeMy WebLinkAboutApproved Site PlanBEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPDFF MARK SPACING TOP BOTTOM SPECIES CAP.(PIO UPUFr BW1 I 1a' (2) lea TOENAILS (2) 16d TOENAILS SPF BW2 18" SP2 W/ (a)-10d SP1 W/ (8)10d SPF 402 STUD, (6)10d PLATE STUD, (4)10d PLATE BW3 i6" (2) SP2 W/ (6)10d (2) SP3 W/ (0)10d SPF 803 STUD B 16d PLATE STUD, 4 10d PLATE NO BW4 16" (2) 16d TOENAILS (2) iW TOENAILS SYP UPLIFT BW5 SP2 W/ (6)10d SPl W/ (6)aod 16` - STUD 6 10d PLATE STUD, 4 10d PLATE SYP 439 BW6 (2) SP2 W/ (6)10d SP1 W/ (BFiOd SYP 8T8 18" STUD 10d PLATE STUD 4 10d PLATE BW7 12. (2)lad TOENAILS (2)16d TOENAILS SPF pPLIFT BWB .SP2 W/ (8}1Od SP1 W/ (el iOd 12" STUD, (6)10d PLATE STUD, 4)10d PLATE SPF 535 (2) SP2 W/ (6)10d BPI, W/ (6)40d ®: 12" STUD, (a)10d PLATE STUD, (4) Sod PLATE SPF 10]0 5W10 12" (2) i6d TOENAILS (2)16d TOENAILS SYP o SW11 SP2 W/ (6)-10d SP1 W/ (6}lDd Ir STUD, 10d PLATE STUD, (4)10d PLATE SYP 585 BW12 (2) SP2 W/ (6) J.Od SPi W1(%IOd 12. STUD, 46)10d PLATE STUD, 0) SOd PLATE SYP 1170 BW13 NOT USED DOUBLE 2x TOP PLATE TOP OF _ WALL SEE PLAN V MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR WAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH ---SEE M303/34 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFOB 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" i SCHEDULE ABOVE F.F.--SEE FOUNDATION PLAN FOR MORE 2x P.T. W/ 1/2" A.B @ 32 O:C. W/ 7" INFO EMBEDMENT OR 1/2" A T.R W/ SIMPSON SET W/ SW= SHEARWALL MIN, 7' EMBEDMENT PAST STEP DOWN. REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD @ 32" O,C. • ' ' 7/16" 088 PLYW'D W/ SAME. EMBEDMENT W/8d NAILS AT 4"00 SEE OENERAL NOTE#8 B. WALL DETAIL IN FIELD AND EDGE. RG GENERAL NOTES 1- SEE FLOOR PLAN FOR WALL SIZE, ASSUME 214 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. - 3. CONNECTIONS TO BE INSTALLED TO EACH 3 AS INDICATED T 4. SPA. SPe AND SPB CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SPS AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF °BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WFO6/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR2nd FLOOR TO FIRST FLOOR CONNECTIONS. - (NOTE: THIS IS FOR -2 STORY PROJECTS ONLY) 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REWIRES MIN, 7/16" OSS PLYWOOD W/ Sd NAILS AT 4" O.C. IN FIELDAND EDGETO (1) SIDE OF WALL 0 SHEATHING ATTACHED FE NAILING SCHEDULE T. ALL 2z EXTERIOR WALLS W EXTERIOR R ALL STUD SPACING AND GRADE L SEE PLAN AND WALLS SECTIONS ACT AS SHRING E 1 4 WI 10 THESE ARE ONLY W Bw Bw , Es A L 8 S. I THE w Is INDICATED DO N , S L THE NAIL ENDS ARE TOE NAILS) TO THE T STUDS SUPPORTING FLOOR LOAD AND DO NOT HAVE DPOFr, PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/9P2-DRiVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE RATE TO ACHIEVE THE TABLE LOAD.10d= 0,14W DM. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) CS 43)2 x4*2 SPF (4)-16d TOENAILS 0 DTT2Z W/ 1/2' WEDGE C2 (3) 2 x 4 #2. SPF ANCHOR* & (8)1/4- X 11/2' 2145 SDS SCREWS 03 (3)2 x 4 SYP#1-OW (4)-16d TOENAILS O DrW W/ 11 WEDGE 2145 a (4) 2 x 4 SPF #2 ANCHOR* & (8) Ile X 11/2- SDS SCREWS - 05 4 x 4 P.T.#2 ABU44 W/ 5/8" AIR** G = 6665 U=2ZW SYP POST &(12)-18d NAILS 6 x 6 P.T. #2 ASU66 W/ 5/e" ATR** G =12C00 SYP POST &(12)-1Bd HAI LS -U=2300 8 x 8 P.T. #2 ABU85 W/(2)-5/8"ATR* * 6=24335 C7. SYp POST & (18) - lad NAILS U =2320 a 3.5 x 3.5 P.L. 1.8EFb-2400 PSI HDUBSDS25 W/ (14)114' x 21/2" SDS WS & 5/8' EPDXY 5645 (WOLMAMZFD IF EXT.) ANCHOR OR ATR** x 5.25 P.L. HDU5SDS2.5 W/ (14)1/4" X a3.5 1.8E Fb=2400 PSI 21/2" SOS WS & 5/8' EXOPY 5645 WOLMANIZED IF EXT.1 ANCHOR, OR ATR** 35 x7 P.L. HDU8SDS2.5 W/(20)1/4'x -o 1.8E Fb=2400 PSI 21/2" SOS WS & 7/8' EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR OR ATR*** C11 5.25 x 5.25 P.L. 1.8E Fb=2400 PSI HOUS-SIM.5 W/ (20) 1/4' x 21/2- SDS WS & 7/8' EPDXY T870 (WOLMANIZFD IF EXT-) ANCHOR, OR ATR*** 7 z 7 P.L. HDUSSDS2.5 W/ (20)1/4° x C12 1.8E Fb�400 PSI 21/2" SDS WS & EPDXY 7670 OLMANIZWM IF FJO. *78° ANCHOR OR ATR GENERAL COLUMN NOTES I. 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 $MOB PER DETAIL WF37/8-3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2- ATR 6" EMBEDMENT FOR 5/8' ATR W EMBEDMENT FOR 71W ATR S. IF [C] COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7, SAME NOMINALSIZE PARALLAM COLUMNS (1.SE) MAY BE SUBSTMmED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIAL / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIAL-LENGTHNAIL SPACING so 0.131" X 2 W O.i31" X 254' SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3" 0.131- X 3- SEE PLAN BLOCKING & TOE 0-148" X 3 W 0.J.81' X 3'A' NAILS & TOP PLATE 12d 0.148" X 3'A" 0.131, X 3'A" 8' O.C.(COMMON) STUD WALL - 6° O.C. GUN NAIL CORNERS 10d 0.UW X 3` 0.J.31" X 3- 8- o.0.(COMMON) STUC PACK 6" O.C: GUN NAIL COLUMNS led 0.162' X 3'A' OA3i' X S 4- 12)16D(COMMON) SEE PLAN (3)16D (GUN NAILS) BEAM SCHEDULE BEAM SIZE CONNECTIONS r (2) - 2 x 8#2 SYP W/7/16" CONNECTION: PROVIDE (2) - OMB FUTCH PLATE. NAIL SIMPSON LSTA1aOR (2) BEAM TOGETHER USING (2) SIMPSON NTS20TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL U.N.O. ON.ROOF RUN. (2)- 2 x 10 #2 SYP W/ 7/16" OONNEC11OR PROVIDE (2) M ose FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) SIMPSON HTS20 TO WOOD POST SEAM OFi2dTOGETHER USING 2' ROWS OF @ 12'. OR (2) SIMPSON. HETAIO TO CMU SIDE O.C. TYP EACH SIDE I EACH COL, U.N.O.ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16' CONNECTION: PROVIDE (2) (yl Use BITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2). SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU D.C. TYP EACH SIDE COL. U,N,O. ON ROOF PLAN. (2) -13/4" x 11114" LVL CONNECTION: PROVIDE 12) /� 2.0E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR 12) ". \ `F'\'�/'`*/ TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4' x 31/2" SDS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS 016"O.C. TYR COL U.N.O.ON ROOF MAN. EACH SIDE. - (2)-13/4-X117/8"LVL 2.OE Fb=2600 PSI. NAIL BEAM CONNECTION PROVIDE (2) M TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3l/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETAIS 10 CMU COL U.N.O.ON ROOF PLAN. EACH SIDE (2) • 13/4' x IS' LVL 2AE Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) (W TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2' SDS WOOD SIMPSON HIM To WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HEMS 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 WfiHOIJT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 2 - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H3 (2)' 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 VW 1 12" FLITCH PLATE THIS SHEET Q-- (2) - 2X1242 SYP SEE GENERAL HEADERNOTE#5 W/ 112" FLITCH PLATE- THIS SHEET - OH5 (2) -1 3/4" X 11 1/4. ATTACH TOGETHER WI (2) 1/4° � S1t/DZ stDE. LVL 2.0E F�2600 PSI sos WDSCREWs41e, 0C,rm_EACTf r.R _ (2)-13WX9114 ATTACH TOGETHER WI(3)ROWS 1/4"X3I1Z HB LVL: 2.0E Fb=26DO PSI SDS WD SCREWS @ 1r O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS& STUDS REO. AT OPENINGS OPENING 2X4 WALL 2x6 OR2xS WALL JACKS KINGS JACKS KINGS SIZE JA. END EA. END - EA. END EA. END :. V-O" - T.w (1) (2) (1) (2) 4'-0" - 9'-0" (2) (3) (2) (2) -16`-0" (3) (4) (3) ; (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. 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 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" oxc 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. 54,$" 11'-2" 20'-6" 9'-9" &3 C6 TYP. o pp ----------- ®'--------------- iBMa BMa COVERED PATIO i7 i O 20 X 10 O 41 BM5 BINS � I 23'-0" 4•-8" 14'-0" 9'-4" 4'-1O" 11-10" 10'-0" - 25 SH ' '.DBL 25 SH EGRESS DBL 25 SH DBL 25 SH 2868 EGRRE-�p�ry'I� \' / O HOSE BIBS 12.4 L, � I @FDROOM #2 11'6"x 11'8" N W CEILING CATHEDRAL 16'.2 '3" 2'.3" 4'-0" 2'-2�� MASTER SUITE 12'8" x 16'6 To Ix r, 36" FLAT BAR ; S' CEILING I WS( OP TOP ON 341k" I 8'-1W X-6' WALL _ OS- ri r I W D/W i I z Q ' q 2668 ., r it _ I , N , ROVIDE PLATFO 3M BATH 3 do EORdVAC---- - ---- -- -- -���uiJiff 0 8' CEILING 4 [FRI ERIFY SIZE WIT 3 i m ty N 0 MFGR �` F „ HALL n e 4o LL , m � PANTRY WALLS ° 0 CEILING CATHEDRAL 7 KITCHEN CAT � a Z>� 3'4i" 1'-21 11'-7" 6'- 3'-8" 4'�O" in T-7" 2'-2" - , 6--1 d' 7`-0" I ' ' 1 100 re U) 8' CEILING ° ki _ a , 4 , 0 m 4068 LU BEDROOM #3 2668ry M u7 aci�Ni fO 2 , V W LAU o'I - 8- CEILING m. B � z M �?.► o �p'3" `-1 J _ °� 3' CEILING O.. N t) 6_7° 3.lu 3. COMB 00 ` rr - 11 HANSON UNIT I I N I 11 BOX @ 36°.I 9EO I i DINING ROOM c° i W �i AFF ' �? I I 10'•3" x 15'8" r - _ GARDEN & CEILING 24I I 3x4 F.G. 68 ) TUB • tr ED O 4 SHOW R FF 2666 HI I a fD relI I D iiLIP C� . O I a O L ,J "N-i 1R/1SH N I O 2868 - - - 668 DRYER VENT BW2 a - W O. THRU ROOF W.H. 30" 4'-10" 31-6" 2'-7" S3 T 2 i 10'-9" MAX DIST 35' 201-0" ALI N f ALLS 4 C14 NOTE: BUILDEEi TO PROVIDE 8' CEI I N G a I ;_. a/ R LING S•3 m APPLIANCE PROTECTION IF m vzt 3068 REQUIRED BY MUNICIPALITY. 1 i S'3 DOOR & TRAN. SEE SHEET 4 FOR DETAILS ¢ m - - �- - 4"T"- - - - EGRESS ; WF42 W I- 3 ; b s-3 u 10'8" x 12'6" &1 ( 'v `~o SIM. J S-1 i ATTIC ACCESS - - - TUB/SHOW R o 8' CEILING ® 4+ i LOCATE IN FIELD BOTH SIDES OF $ EN1iRY 22" X 36" MIN _.______________ ENTRY CEILING SEE ' DBL 25 SH i0 ELEV TION 1 , 4 l N -- -,` ------ 2 CAR GARAGE 4 E_ 16"SQUARE 8' CEILING 1R/1SH A i; COLUMN S2 EGRESS 25 SH 04 10'-4" 7'-0" 74" 78" 1•$" I 1 s2 , H , ' 16x7 OVERHEADVIZ ' 17'-0" 7,4" 9'-4" 2'4" 16'-0" 2'-4"I 54'-B" AK ATTACHEDSEE DET. TOCMUW/(1JACKSTUD FLOOR PLAN W/ (2) ROWS 12d NAILS STAGGERED SCALE: 1/4" = 1'-O" 8" O.C. (HTT4 NOT REQUIRED) ALL ELEVATIONS ALT. BASE CONNECTION To HTT4 2 (1) SIMPSON DSP EA. SIDE 0 ENTRY- - ONLY 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B q +27.6 /-29.9 © +27.6 /-37.0 © +26.5 / -28.8 +26.5 / -34.4 ) +24.8 / -27.1 0 +24.8,-31.1 O+24.3 / -27.5 O +23.3 / -26.0 70 NOTE: 1, WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE 'ALLOWABLE" PRESSURES 'c WALL LEGEND FRAMED WALL g BEARING FRAME WALL o o ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS 2 SHEARWALLS: SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. nil III I MASONRY WALL GENERAL NOTES EE c 1. R302.5.1 Door from garage into house must be a minimum 13/8" solid wood door, solid or u honeycomb steel door, or 20 Minute fire rated door. 3 2. Bathroom exhaust fans must vent to the exterior of t \\ the building, exhaust to attic space and soffits Is not R acceptable. Ventilation shall be permitted to exit through / / the soffit If solid Soffit is Installed 5'-0" on each side of the venting. B 3. R802.6 The garage shall be separated from the residence and It's attic by not less than 1/24nch $ (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all d habitable rooms above by not less than 5/8 Inch a (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the ' structure suppor[Ing the separation shall also �E';- N toProtected by not less than 1/2 inch (12.7mm) c 11 - B gypsum board or equivalent. F ,$$� �12 F N m 4. R312.2.1 Window sills In dwelling units, where the w g S a $ 8 Ed -I p opening of an operable window is located more than y G $ w g ` iv 72 Inches (1829 mm) above the finished grade or W Surface below, the lowest part of the clear opening ,aJ ffi g IOo- of the window shall be a minimum of 24 inches d § �' a a L4 (610 mm) above the finished floor of the room In _ d which the window Is located, Glazing between the s` Z a Ts a F floor and 24 inches (610 mm) shall be fixed or have u g g gg Q t; o openings through which a, 4• richdlameter (102 mm) Y. & § ° m m c €$ 0� m sphere cannot pass. _ a � o D_ 5. R908.4.2 All windows within 2'-0" of doors and In 8: - '• O 0 C3 M) �. -R Z O O u '° F J . shower or tub areas will be safety tempered glass.. o € g § °' la 8 $'R Ti 6. Calling for exterior entries and covered porohes to $ wwwFDsweCom O have 7/16", span rated OSB nailed per zone on v VI m La roof diagram nailing schedule or 5/8" COX 0 z o H 1X T&G acceptable for substitution.' Z N 7. EC: R402.2.4 Access doors from conditioned spaces to $ r" Q. unconditioned spaces (e.g., attics and crawl spaces) $ s shall be weatherstripped and Insulated to a level a equivalent to the insulation on the surrounding Surfaces. yQI Z S. Laundry Note: (Unless noted otherwise) Provide dryer Q) v, vent thru roof max. I9t. 35'-0", washer &dryer units c "�,_ �, To � r (washer unit to be always on left side when facing _ �` units) henson box ®36" off 11 i-� 9. Ceilings for exterior entries and covered porches to be m t/1 7/16" OSB on underside of roof trusses shell be o u`� Ln 02 i attached to all framing members with 2x blocking c provided at perimeter. The OSB. shall be attached w/ Ed No ; nails at 8" O.C, field and 4" O.C. at edges or 7d screw d - Shank 3" O.C. field and 4" edges. Vinyl Ceiling t0 be s 3Z p i-R- attaches to OSS per manufacturer specifications , ;� , U �-- = amour 4m. m : \IDJA�MS HOMES 7 �. - t :a0 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: ICE FORT PIERCE 2 � V Job Information: O U ¢ N c7 d xt o W 0 N (0 c 'O O O :p CFI £ O 0_ s.. .� ' 3 00 C �- = m. C 0 CL a. _ > Q in0 a) E ED CL $ a) In N O -1 LLI W O �no0 3 o JmU)U) n 0 a �Tj Mode) Name/ Number. 'lent Per v EL 2117 s.';y Li.) AREA) CALCULATIONS Plan Issue Data: FLOOR Friday, January 24, 2020 iat 2145 S.F. w . KA PROJECT NUMBER: TOTAL LIVING (AC) 2115 S.F. 20-0309 GARAGE 432 S.F. a Sheet: /� Of: COVERED ENTRY (BASE) 46 S.F. L COVEREDPATIO/LANAI 200S,F,. TOTAL AREA UNDER ROOF 2793S.F. 01 0 FLOOR PLAN