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HomeMy WebLinkAboutRevisionsOFFICE USE ONLY $ , OAT§ FILED: v REVf§ON FEE: PERMIT# (2 1z), RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION — 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772)462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: J DETAILED DESCRIPTION OF PROJECT CONTRACTOR INFORMATION: STATE of FL REG./CI BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: PHONE (DAYTIME): STATE: OWNER/BUILDER INFORMATION: NAME: CITY: PHONE (DAYTIME: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME): SLCCC: 9123109 Revised 06130117 STATE: ST. LUCIE CO CERT. #: FAX: FAX: ZIP: ZIP: File Copy BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING SPECIES CAP.(pIQ TOP BOTTOM NO BW1 16" (2) Sad TOENAILS (2) led TOENAILS SPF uruFr BW2 SP2 W/ (%lOd SP3 W/ 1%10d 18" STUD, (6) SOd PLATE STUD, (4).10d PLATE SPF 402 BW3 16" (2) SP2 W/ (6) Lod (2) SP1 W/ (6)10tl SPF 803 STUD, 6 16dPLATE STUD, 4 30d PLATE - NO BW4 16" (2)160 TOENAILS (2) led TOENAILS SYP UPLIFT BW5 SP2 W/ (6y30d SP3 W/ (6}lod 36" STUD, 6 10d PLATE STUD 4 10d PLATE SYP 439 (2) SP2 W/ (6)10d SP1 W/ (BH10d BW6 16" STUD 8 10d PLATE STUD 4 10d PLATE SYP 878 N O BW7 12" (2)16d TOENAILS (2) led TOENAILS SPF U BWB SP2 W/ (6)-10d SP1 W/ *10d 12" STUD, (6)10d PLATE STUD, (4)Lod PLATE SPF 535 BW9 (2) SP2 W/ (6) too SP1 W/ (6}lOd 12" STUD, (6) 10d PLATE ( STUD, (4) lOd PLATE SPF 1070 BW10 12" (2) i6d TOENAILS (2) 16d TOENAILS SYP 0 BW11 SP2 W/ (6F10d SP1 W/ (6}10d 12" STUD, 6 10d PLATE STUD, (4) 10d PLATE SYP 586 9P 12" STUD, (6) 10d PLATE STUD, (4))10d PLATE SYP 1170 93 NOT USED TOP OF WALL -DOUBLE 2x TOP PLATE SEE P� MASONRY WALL OR ICF WALL SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/83 FOR CONNECTION INFO, IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE MS03 S1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS 0 TOP & BOTTOM EACH END FOR WALLS PERPLAN / TALLER THEN 8'-0"SCHEDULE ABOVE FF SEE FOUNDATION * "' •'---r:. PLAN FOR MORE 2x P.T. W/ 1/2 A B 0 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. i REQUIRES MIN 7/16" OSB PLYW'D ALT.: SIMPSON 1/2" TITEN HD 0 32" O.CW/ SAME EMBEDNT. NAILS AT 4-0 /FFIIELD SEE G GENERAL NOTE#8 BRG. WALL DETAIL AND EDGE• N GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 LINO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND BPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WFOB 53.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTSONLY) 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES IRES MIN. 7/16' OSB PLYWOOD NAILS AT 4" O.C. IN AND EDGE TO (1) SIDE WALL 7. ALL 2x ATTACHED SHEATHING ATTACHED PER NAILING SCHEDULE WALLS W EXTERIOR E S / SHEARW AN ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8. IF THE BEARING WALL IS INDICATED WITH THE BW3, BW4, BW7, BWSO THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS GUN NAILS AND WILL ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. NOT REQUIRE THE ANCHOR 13OLTANLETHROUGH 9. ONE AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE i 48' D TABLE LOAD. SOd= 0.148"DIA. x 3" LONG TABLE LOAD. COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPUFT(Uc) C1 (3) 2 x 4 #2 SPF (4) -18tl TOENAILS O C2 (3)2x4#2 SPF DTT2Z W/ 1/2' WEDGE C 8 ANCHOR- & O 14" X 11 2" / 2145 BIDS SCREWS C3 (3) 2 x 4 SYP #1-OR- (4) - led TOENAILS 0 (4) 2 x 4 SPF #2 DT2Z W/ 1/2' WEDGE ANCHOR* & (8) 1/4- X 11/2' 2145 BIDS SCREWS 4 x 4 P.T.#2 ABU44W/5/8'ATR** G=6665 CS SYP POST & (12) - i6d NAILS .0 = 2200 6 x 6 P.T. #2 W/ ATR ** G SYP POST &ABU66(12) NAILS & (12) -18d NAILS - 23D00 U - 2300 8 x 8 P.T. #2 ABU88 W/ (2)- 5/8' ATR** G = 24335 C7 SYP POST & (18) -16d NAILS U - 2320 C8 3.5 x 3.5 P.L. 1.8E Fb=2400 PSI HDU5SD82.5 W/ (14)1/4' x 21/2" BIDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** x 5.25 P.L. HDU5SDS2.5 W/ (14)1/4' x FE3.5 1.8E Fir-2400 PSI 2 1/2" BIDS WS & 5/8' EXOPY 5645 ' WOLMANIZED IF EKT. ANCHOR, OR ATR** CSo 3.5 x 7 P.L. 1.SE Fb-2400 PSI HDUMDS2.5 W/ (20)1/4" x 21/2" BIDS WS & 7/8' EPDXY 6970 (WOLMANIZED IF Mj ANCHOR URA *** CSS 5.25 x 5.25 P.L. 1.8E Fb.2400 PSI HDU&SDS2.5 W/ (20) 1/4'x 21/2" BIDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXr.) ANCHOR, OR ATR*** 7 x 7 P.L. HDU8SDS2.5 W/ l20)1/4' x C12 1.8E Fb-2400 PSI 2 1/2' BIDS WS & 7/8" EPDXY 7870 OLMANIZED IF EXT. ANCHOR OR ATR*** GENERAL COLUMN NOTES 1. SEE BOOR 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 WF37/S3 4. MINIMUM SOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2' ATR 6" EMBEDMENT FOR 5/8' ATR 6" EMBEDMENT FOR 7/8" ATR 5. IF [0] 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 (S.SE) 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 APPLICATION NAIL DIAAENGTH NAIL SPACING 8d 0.131" X 2.°fi OA31° X 2 %- SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS SOd OR 12d 0.148'. X 3" OA31' X 31 SEE PLAN BLOCKING & TOE 0.148' X 3 $A 0.131' X 3 W NAILS & TOP PLATE 12d 0.148' X 3 M 0.131' X.3?4" 8" O.C.(COMMON) STUD WALL 6- O.C. GUN NAIL) CORNERS 30d 0.148" X 3" 0.131' X 3' 8' O.C.(OOMMON) STUD PACK 6"O,C. GUN NAIL) COLUMNS 16d 0.162' X 3 'h" 0,13P X 3 A4" (2) 16D(COMMON) ISEE PLAN (3)16D ( GUN NAILS) HEADER SCHEDULE MARK HEADER SIZE REMARKS H7 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/1/2"FLITCHPLATE THISSHEET Hy (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 W/ 12" FLITCH PLATE THIS SHEET H4 (2) - 2)(12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 12" FLITCH PLATE THIS SHEET H5 (2) - 1 3/4" X 11 1/4 ATTACH TOGETHER W/ (2) ROWS 1/4" X 311Z EVE 2.0E Fb=2600 PSI BIDS WD SCREWS @ 16" O.C. TYP. EACH SIDE H6 (2) - I &4"X 9 1/4 ATTACH TOGETHER W1(3) ROWS I X 31/2' LVL 2.OE Fb=2600 PSI BIDS WD SCREWS 016" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS RED. AT OPENINGS OPENING 2x4 WALL 2xe OR 2X8 WALL JACKS KINGS JACKS KINGS .SIZE EA. END EA. END EA. END EA. END 1'-0"-3'41" (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 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 MOLT -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. BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE, NAIL SIMPSON LSTA18 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) - 2 x 10 #2 SIP W/ 7/18" PROVIDE 2 CONNECTION: P( ) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BM BEAM TOGETHER USING SIMPSON HTS20 TO WOOD POST ROWS OF NAILS 012- OR (2) SIMPSON HETA16 TO CMU A H SIDE O.C. TYP EACH COL. U.N.O. ON ROOF PLAN. #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M3 Fz m8 BITCC H PLATE. NAIL OSB SIMPSON LSTA24 OR (2) TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF NAILS 012" ROW OR 2 SIMPSON HETA16 TO CMU O B EACH Q,C. TYP EACH SIDE .COL. U.N.D. ON ROOF PLAN. (2) -13/4* x 111/4" LVL CONNECTION: PROVIDE (2) 2.0E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS HTS20 TO WOOD POST 1/4' x 3 SDS WOOD OR (2) SIMPSON HETA16 CMU OR (2) I SCREWS 0 18" O.C. TYP. 0 1 N. COL. U.N.O. ON ROOF PLAN. EACH SIDE. (2) -13/4' x 11 7/8' LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M TOGETHER USING (2) ROWS SIMPSON LSTA24 OR-'(2) 1/4" x 31/2' SDS WOOD SIMPSON HTS20 TO WOOD POST OR (2) SIMPSON HETA16 TO CMU COL. U.N.O. ON ROOF PLAN. (2) -13/4" x 16" LVL 2.OE Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) IN TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4' x 31/2' SIDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 0 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 REWIRED (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 ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 9 BIBS M �IIIliill'II� BEDROOM 3 4 VAULT CLG. N CARPET 2668 mod O L m n 9'-2" BATH N VAULT CLG. VINYL a 160 MPH OPENING PRESSURES 39'-4" io OSE ENCLOSED - EXPOSURE B 20'-6" 5'-8" A +27.6t-29.9 " © +27.6 /37.0 © +26.5 / -28.8 ..0 +26.5 / -34.4 9'-911 9' 9'fO 6„ +24.8 / -27.1 O +24.8 / -31.1 6„ O +24.3 / -27.5 O +23.3 / -26.0 s 3 - - - - - - - - - - - - - -�- - - - - - - - - - - - - - -� I C6 BM3 BM3 I TYP. L COVERED PATIO BM5 20' x 10' BMS i I 9, 4" 5'-4" NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" WALL LEGEND FRAMED WALL �- BEARING FRAME ',VALE A OO OO A 25 SH 25 SH 286IS I © 25 SH ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. ,' IkBB MASONRY WALL EGRESS 1v -0 1r -1V.. BEDROOM 4 VAULT CLG. CARPET --- - - - - -- G.T. - - - - - - GIRDER ti FAMILY'ROOM a VAULT CLG. - - - - - - - _ __._... - 'CARPET 4'-2^ 4,-4„ T-2" 3,_2" w Z, G � 2468 ~ PROVID PLATFORM L)) FOR HV C UNIT. z �-3:12 PITCH M VA ¢ Y ' - -R/S 2468 m t 6 -4" 1T-10" HALL O 2 (Tj 10'-0" CLG. 3. ,4„ in CARPET 8' 7"cc m •3^ N J DINING RM. Cc ' N r�l BOVE . ' 311 FLAT BAR VAULT CLG. 2668 TOPN 34'fe"CARPET WALL 5 SH \ v LINEN r Y/° 2668 81, BEDROOM 2 VAULT CLG. CARPET 12'$" ICELINE i+ DRYER VENT THRU - ROOF MAX, LGT 35'-0' 2x6 WALL HANSON BOX •l o'_O" 036"A.F.F. 19'A" ---- _----------- i 2 CAR GARAGE 8'-0" CLG. NOTE: BUILDER TO PROVIDE � PULL DN. ST IRS APPLIANCE PROTECTION IF I LOCATE IN � FIELD , REQUIRED BY MUNICIPALITY. ; 221/2" X 4" ; SEE SHEET 4 FOR DETAILS •------- -- -----• ti DBLSINK W/ DISPOSAL 1 ' O ; � O 1KITCHEN 0'•0" CLG. ' VINYL D/W I_ 11 3'-1 i 6' 10" 2' 4" 4' 8" w 2868 1668 5 SH N DRYER PANTRY N 8LA UN: JJ VINYL 6'-9" T ,__________________________ ____________________, -'---------- G.T. -(-- ONLY) - i i 12 ; S-2 1 , 16 X 7 OVERHEAD DOOR 3068 W/ (2) - 12" SL & 16" 1 TRANS.ABOVE O MASTER BED RM. VAULT CLG. CARPET DOOR, PER ACCESSIBILITY CODE 4' 5" -1 2668 z 8'-0�G CARPET I W 4 S3 , R/S VINYL TEMP. GL.0) (wS I N O ( u1 N 0 W 3'-21h" 2 OjI O 3*9H SOP a FLOOR PLAN SCALE: 1/4" = 1'-0" ALL ELEVATIONS GENERAL NOTES E 1. R302.5.1 Door from garage Into house must be a •`- minimum 13/8" solid wood door, solid or c honeycomb steel door, or 20 Minute fire rated door. 2. Bathroom exhaust fans must vent to the exterior of ti the building, exhaust to attic space and soffits is not �. a00aptable. Ventilation shall be permitted to exit through the soffit if solid soffit is installed 5'-0" on each side of the venting. 3. R302.6 The garage shall be separated from the Fm ? residence and it's attic by not less than 1/2-inch a (12.7mm) gypsum board applied to the garage side, 2 Garagebeneath rooms shall be separated from all 10 habitable rooms above by not less than 5/8 inch a (15.9mm) type X gypsum board or equivalent. Where the separation is a flooKeiling assembly, the m structure supporting the separation shall also E Protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. m 4. R312.2.1 Window sills In dwelling units, where the h opening of an operable window Is located more than 72 inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening 0 m Of the h window o shall be a minimum of 24 inches C S m a (610 mm) above the finished floor of the room in which the window is located. Glazing between the „ floor and 24 inches (610 mm) shall be fixed or have H openings through which a 4-Inch-diameter (102 mm) sphere cannot pass. 16 5. R308.4.2 All windows within 2'-0" of doors and In shower or tub areas will be safety tempered glass. Q 6.. Ceiling for exterior entries and covered porches to a -9 have 7/16". span rated OSB nailed perzone on 2 roof diagram nailing schedule or 5/8" COX. m 1X T&G acceptable for substitution. N 7. EC: R402.2.4 Access doors from conditioned spaces to. An unconditioned spaces (e.g., attics and crawl spaces) `- £ shall be weatherstripped and insulated to a level 3 equivalent to the insulation on the surrounding M Surfaces. c 8. Laundry Note: (Unless noted otherwise) Provide dryer � 8 Vent thru roof max. Igt. 35'-0", washer & dryer units (washer unit to be always on left side when facing a units) hanson box 0 36" aff % E 9. C ellin s for r' g exterior entries and covered porches to be `v r 7/16" OSB on underside of roof trusses shall be 15 attached to all framing members with 2x blocking c Provided at perimeter. The OSB shall be attached w/ 8d i6 nails at 6" O.C. field and 4" O.C. at edges or 7d screw o shank 3" O.C. field and 4" edges. Vinyl ceiling to be ' attaches to OSB per manufacturer specifications 2 AREA CALCULATIONS yN Q J-S ( kOOR 1635 S.F. v io d m TO'%!L LIVING (AC) 1635 S.F. Y GAPAGE 400 S.F. -8� CORED ENTRY (BASE) 36 S.F. rn N COVERED PATIO/LANAI 200 S.F. TOTAL AREA UNDER ROOF 2271 S.F. I 0 %s°QpBLb Tp"it No 7864 Ir . S T OF ee.s�O/01Arif Tltecy g gas B N a 2 g B m N r Q ti mm00 R 55$$ iF 4k 4k E9 g� OMmmw ti 3 w � .. g a -�m S+g all y1 � .0 Q ¢LL a La w -ggw E <. 5 R a a Z Z c Z gg O Rr � 4 WR.2m Yo m 00 o W �?= m 8�€g ZR'am$Y' p a g S e B O m N ms 11111 12 - W WV FDSENG.COM ❑ ❑ ❑ O m Zkvr M Z $ Z0 Q J a ao Z �In 2 w 2 ro o irl U -� 0 L V) m All Ln ifs m Cli W 0 0 0 I `• U Nam o0 Q rn Pona FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: I Z � W 0 "J' N N � li G) z - _ I�CUm 0 _/y3'� Z) o d' tf FLU _I V) W (n In LL Model Name / Number: 1635 Plan Issue Dater Tuesday, January 28, 2020 KA PROJECT NUMBER: 19-7724 heet: 2 Of: FLOOR PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION G'"—REINF. GRADE SEE PLAN 00 x Z x N � 1 16" 1 (2) #5 FM01 I SINGLE STORY FTG REINF. SEE PLAN _F,F ;0 8 (1)#5 REBAR CONT. GENERAL FOUNDATION NOTES 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONC. SLAB W/ 6X610/10 W W F, OR MINIMUM .75 LBS OF FIBER PER CUBIC YARD FISERMESH/RBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUPS INSTRUCTIONS AND NER-294 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 2 STORY: 20" X 20" 3 • INDICATES FILLED CELL W/3000 PSI CONIC. FROM FTR. TO REINF. N W/ (3) - #5 CONT. BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FTC SEE PLAN • DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. 16" (2) # 5 REBAR 4 CONSULT W/ MANUR SPECIFICATIONS PRIOR TO POURING OR BEARING 1/2"=1'-0" 1 FM02 I SECTION @ GARAGE FM03 I THICKENED EDGE 1 1/2"=1'-O" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. I GAR. FIN. FLR. zj c(2) ALIGNDRIVEW/BOTTOMOFRECESS& PITCH DRIVE CNN " X20" 4" CONIC. DRIVE W/ 1/2"EXP CONT.JOINTS 10" O.C. TYP.AR FM09 I SECTION @ GAR. DOOR 1/2" =1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION OPTIONAL CURB FOR F.F. VARIES MASONRY @ ELEV. 0'-0" W/ (1) - #5 BAR CONT. I , 1 xx SEE PLAN FM12 I STEP DOWN NON BRG. RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE 1/2" = 1'-0" U.N.O. ON PLAN. 6 NO WOOD STAKES PERMITTED IN FOUNDATION. 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 8 ALL FOOTING SHALL BE MIN 12" BELOW GRADE 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR ) IN EQUAL LIFTS NOT TO EXCEEDING 12".THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000PSF. 1/2" = 1'-0' SEE PLAN OPTIONAL CURB SLOPED GROUT a SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" mo N TYP. SEC. ELEV. 0'-0" WITH 8'CURB (1) #5 BAR CONT. -I I (G.C. VERIFY) °J z� REINF. iD F.F. (SEE PLAN) � � 2 #5 CONT. INSTALL LINING "� * w ti 2 #5 BENT BARS W/ MATERIALS PER r a w w MIN. 25" LAP SPLICE N y FBC-R P2709.2 MUDDED FLR. 16" SLOPED TO DRAIN MIN. • �,• i1 2 #5 CONT. FM14 I SECTION @ RECESS SHOWER 1 1/2" = 1^-0" FM18 TYP. STEP FTG. DETAIL 1/2" = 1'-0" ALTERNATE: REINF. THE REINF. BARS SHALL BE GRADE SEE PLAN CONTINUOUS AROUND CORNER #5 CONT REINF. BY COLD BENDING THE BAR WITH « SEE FND. FOR MIN. BAR LAP OF 25" - QUANTITY ro #5 X 25" X 25" p c CORNER BAR ONE N E FOR EA. HORIZ. iv REBAR, TYP. U.N.O. (2) #5 REBAR 16" A/C CHASE 2 STORY: 20" X 10" 4" PVC SLEEVE THRU FOOTING W/(3) - #5 CONT. FM19 I TYP. CORNER BAR DETAIL FM23 I TYP. FND PENETRATION 1 1/2" = 1'- FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY Cam= _ F1.0 VV X CONT. 1'-0" 2 #5 E.W. BOT. 2000 F2.0 2'-0" X 2%0" 1'-0" 3 #5 E.W. BOT. 7200 F2.5 2'$" X 2'-6" 110. 3 #5 E.W. BOT. 11000 F3.0 3'-0" X 3110, 1'-0" 4 #5 E.W. BOT. 16600 F3.5 3'-6° X 3'8" 1'-0" 4 #5 EW. BOT. 21500 F4.0 4'-0" X 4'-0" 1'-0" 5 #5 E.W. SOT, 28000 F4.5 1 4'-6" X 4'.6" V-4" 5 #5 E.W. SOT, 34500 F5.0 5'-0" X 5'-0' 1'-4" 6 #5 E.W. BOT. 42500 F8.0 6'-0" X 6'-W 1'4" 7 #5 E.W. SOT, 61500 LEGEND 0 - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES CONCRETE FOOTING CLEAN OUT 2" VTR LAV 3" 3" W/C HANSON TUB 11/2-VIR NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/PLUMBING CONTRACTORS DBL SINK W/C MTA 3" c u TO SANITARY 4" io IM F2.5 PATIO PAD F 2.5 F2.5 4" CONC. SLAB W/ 8" X 8" THK'N FM03 r I I EDGE I I I I 3 I I I I I I I A I i W p 3' 10" 3' 10" 6' 8" ' 4' 0" 5' 4" I 3' 8" 2' 0" 3' 4" 2' 0" 3' 8" A/C COMF PAD '' 4" CONC. 3LAB I W/ 8" X S THK'N 3 IR EDGE M = TYP.@ STEP DOWN 4" a CORNERS ■ ■ ■ ■ •----------/�r/-'------------ HOSE BIBB O i- I I / I I / I I // m / o I A II HVAC 0 p I ' \ I I � I I 4 + _ _ gu, \p� w I ' rc 00 FM01 3 LAV 00 p2Q 0 I ; TUB W/C O ; r• ` 20' 11" 18' 5" ' I ` I I \J I I I ` I I I I I FM01 I (p a0 3 I I I I I I M I I 0 I I I I 0 I _ (] 0 12' 9" ^y 26' 7" ; ItOn a ' I I I r I Q G I ■ I I01I�R O,r I :D I 1 9< i J / WIA-SHE R 3� 1iF2v/ 00 irII IuIiP O'Yr ;I;II'I OF T A^• _ _ `I ^III �Fe O STE FM12 3IF ' N •---------------------^ I x I I _, f , w ■ ■ ; LAVIr 01 cD ' , I EP DOWN " ' II �01 cq 20' 0" iN iv LAVr�, in a in 11 •4ml I I O I ' ' I W/C n- O I ■__r_______, �` ` , u O C-l. N FM02 I o cD FM03 w " o`er L0 3 Z B ' 0 ' ¢ I a 3030 ' m :1>0?3 : b F.G. I �. I o I. I SHWER .� I II D I a I N _-- ■ ■ FMO2 I 3 ' I , � I T HOSE r 4'8"4' O" 4'8"BIBBTo ^----------- ---'------ -- ' ■■ ■■ ■ THICKEN SLAB @ GARAGE DOOR FOUNDATION PLAN SCALE: 1/4" = 1'-0" ALL ELEVATIONS If � i�'P� ��V'✓�: L't`I' U'-"L eeeeeeueioi %%Qp.BLO TO **Oi/i d No 864 �9 SITAT -0F e m OD 00 00 c r, D10 «ummz ' No NLq a 3zo m O wa�'&8 ■�ENc m m O o m p N a�8m UI m 0 //��WW1W.FDSENG.COM Z N O W z Z m o 10 N a Q o O W J — z Y 0,^ Q �J1 W i--� N N W O i 0m0 M O R: t a M0pa A DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE ♦ I Job Information: 0 z 1H In (3) W d M m o� G7 z • 00 J m D 0 _1 ED Z) aLO o J 00 LL ♦ Model Name / Number: 1635 ♦ Plan Issue Date: Tuesday, January 28, 2020 VI KA PROJECT NUMBER: 19-7724 Sheet: A Of: PLUMBING RISER N.T.S. FOUNDATION PLAN