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Home My WebLink AboutAPPROVED FLOOR PLAN-HEALTH- #1336- Wells:u5ign Envelope lD: DC92D727-EA31 �048-8EB4-1839F8C09F9D CASTCRETE PRECAST LINTEL SCHEDULE TYPE DESIGNATION rF= FlLLED WIIH GROIrtI U=DNFILtEG AT �� O��N�mG4�,.EFoa 8F16-1 B/1T � LD GMM��D.H � ��arroPGF NOMINAL HEIGHT SeE 4{INIEL FOR LM`N°iiNSDD.. �r�GNu � aRo Fora 5'-10" overall length U-lintel Type SF16-1B/IT: Safe superimposed graviTy load = 4360 PLF Safe superimposed uplift load = 2080 PLF eo,rDN DF a{IN,EL CAvm Safe superimposed lateral load=339 PLF ii I'-�^.,, �� I �I �� E�� o Rcor+ascHeDul� Beam Safe Applied Safe Applie Composite Gravity Gravity Uplift Up1iR Load Load Load Load O3'-0" 8F16-1B-1T 6113 <I000 3524 <500 O3'-8" 8F16-IB-1T 6113 <I000 3060 <500 O4'-0" 8F16-IB-1T 6113 <I000 2707 <500 O4'-4" 8F16-1B-1T 6113 <1000 2707 <500 O4'-6" 8F16-1B-1T 6113 g000 2707 <500 O4'-8" 8F16-1B-1T 5365 <1000 2276 <500 O5'4" SF16-1B-1T 5365 d000 2276 <500 O5'-6" 8F16-IB-1T 4360 <I000 2080 <500 O5'-10" 8F16-IB-1T 4360 <1000 2080 <500 10 6'-2" 8F16-1B-1T 3480 0000 1868 <500 11 T-4" HF16-1B-1T 2661 <1000 1624 <500 12 T-6" 8F16-1B-1T 2661 d000 1624 <500 13 T-8" 8F16-1B-1T 1568 Q000 1072 <500 14 T-8" 8F 16-1B-1T 1843 0000 1136 <500 15 8'-0" 8F16-1B-1T 1843 0000 1136 <500 16 8'-4" 8F16-IB-1T 1843 4.000 1136 <500 17 8'-8" 8FI6-1B-1T 1843 <1000 1136 <500 18 9'-0" 8FI6-1B-IT 1843 0000 1136 <500 19 9'-4" 8F16-1B-1T 1843 <1000 1136 <500 20 10'-4" 8F16-1B-1T 1533 <I000 916 <500 21 10'-8" 8F16-1B-1T 1366 <I000 800 <500 22 12'-8" 8F16-1B-1T 1075 <1000 607 <500 23 13'-8" SFl6-1B-1T 1075 0000 607 <500 24 14'-0" SF16-1B-1T 1002 <1000 559 <500 25 14'-6" PRESTRESSED 1370 <I000 0 <500 8F16-1B-IT 2fi 1T-4" PRESTRESSED 950 <1000 405 <500 8F24-1B-1T 27 19'-4" PRESTRESSED 750 <1000 348 <500 SFI6-1B-1T 28 4'-4" 8F8-1B-1T 2189 <1000 1207 <500 29 8'-0" SFH-IB-1T 725 0000 590 <500 30 10'-0" 8F8-1B-1T 643 <1000 530 <500 31 10'-8" 8F8-1B-1T 582 Q000 474 <500 [DxuSlgnetl by: (,avles � IULII.s F00926DfiF9DE4F9... POST SCHEDULE MARK SPECIFICATIONS THREE 2x4 STUDS NAILED TOGETHER WITH 16d NAILS EACH FACE AT 12" O.C. STARTING 6" FROM ENDS. ATTACH POST TO GIRDER/TRUSS P-1 POST W/ (2) SIMPSON "HTS20" AT TOP, & (1) SIMPSON "HT74" @BOTTOM, PER MANUFACTURER'S RECOMMENDATIONS FOR NAILS AND BOLTS. NOTE: FOR 2x6 WALL(S), USE 2x6 STUDS THREE 2x4 STUDS NAILED TOGETHER WITH 16d NAILS EACH FACE AT 12" STARTING 6" FROM ENDS. ATTACH POST TO GIRDER/TRUSS W/ (1) SIMPSON "HTTS" AT TOP, & (2) SIMPSON "HTT4" @BOTTOM, PER P-2 POST MANUFACTURER'S RECOMMENDATIONS FOR NAILS AND BOLTS. NOTE: PAD TRUSS AS REQUIRED @TOP TO ALLOW FOR TRUSS CONNECTOR NOTE: FOR 2x6 WALL(S), USE 2x6 STUDS TWO 2x4 STUDS NAILED TOGETHER WITH l0d NATLS EACH FACE AT 12" O.C. STARTING 6" FROM ENDS. ATTACH POST TO GIRDER/TRUSS P-3 POST W/ (2) SIMPSON "MT520" AT TOP, & (1) SIMPSON "HTT4" @BOTTOM, PER MANUFACTURER'S RECOMMENDATIONS FOR NAILS AND BOLTS. NOTE: FOR 2x6 WALL(5), USE 2x6 STUDS 11/6/2020 CONNECTOR TABLE �PBON LBP lPlFras FA81Blq KairAAT10N AODIIplML �BM1C110lH w000row000 HT520 HTW20 1450 20 tOD NAILS TOTAL 2 HT520 2 HTW20 2900 20 10D NAILS EACH STRAP H10A RT16A 1140 9 10DX7-1 2" NAILS TO RAFTER k 8 10D TO PLATE SPH4 6 8 SPTH4 6 e 1360 12 tOD NAILS TO STUD �,o META20 - 1450 7 tODX1-1 2" NAILS k 4" EMBEDMENT TYP FOR HIP JACKS OR 1-PLY TRUSSES HETA20 - 1810 10 10DX1-1 2" NAILS @ 4" EMBEDMENT= TYP FOR HIP JACKS OR 1-PLY TRUSSES HTA16 1870 10 10DX7-1 2" NAILS B 4" EMBEDMENT! TYP FOR HIP JACKS OR 1-PLY TRUSSES � HTSM20 HTWM20 1175 8 10D NAILS & 4 1 4"X2-3 4" TAPCONS TYP FOR MISSED STRAPS NO DMI 2 META20 - 1985 5 10DX7-1 2" NAILS EACH STRAP TYP FOR 1-PLY TRUSSES GIRDERS 2 HETA20 - 2500 7 16D NAILS EACH STRAP & 4" EMBEDMENT TYP FOR 2-PLY TRUSSES GIRDERS - 2 HTA76 2430 10 10D NAILS EACH STRAP & 4" EMBEDMENT TYP FOR 1 or 2-PLY TRUSSES GIRDERS OR9100NL'�1pB MGT MUGT15 3965 N I T WOOD 5 8" ATR EMBED 6" & 22 100 ALS 0 ADD 4" TO EMBED FOR DNTEL BEAMS HGT HUGT 9790 2 3 4" ATR EMBED 10" & 8 16 FOR HGT 10D NAIL ADD 4" TO EMBED FOR UNTEL BEAMS FGTR - 5000 2 1 2"X5" TITEN HD & 1B SD51 4x3 TO WOOD MAY BE FGTRHL R 3850 MAX UPD 2 FGTR - 9400 2 1 2"XS" TITEN HD & 18 SDSI 4X3 TO WODD EA MAY BE 2 FGTRHL 7200 MAX UPDFT HT74 HTT4 4235 5 B" ATR EMBED 6" k 18 16D NAILS TO WOOD ADD 4" TO EMBED FOR LINTEL BEAMS HTTS HTTS 5090 5 8" ATR EMBED 6" & 26 16D NAILS TO W000 ADD 4" TO EMBED FOR LINTEL BEAMS H008-SOS PHDB 7630 7 8" ATR EMBED 12" & 20 3" WOOD SCREWS 3 1 2" MIN WOOD MEMBER HH0011-SDS UPHD9 11810 1" ATR EMBED 12" k 24 3" WOOD SCREWS 5 1 4" MIN WOOD MEMBER HHD014-SD UPHD14 13710 1" ATR EMBED 12' k 30 3" WOOD SCREWS 5 1 4" MIN WOOD MEMBER MBHA NFMXXU 3165 3 4"X8" ATR EMBED FACE &TOP 1 2" TOP FOR NFM ENGINEER TO SPECIFY USAGE ON PLANS RPS22 KRP522 1720 B 16D NAILS EACH END NOTCHED PLATE REPAIR AT EACH PLY �� 1) NAIDNG MAY BE REDUCED FOR LOWER UPDFTS. PROVIDE (1) 10DX1-1/2" NAIL FOR EA 100 LBS OF UPUFT (4 NAILS MIN). 2) MISSED STRAPS PROVIDE HTSM20/MTWM20 1-1/2" MIN EDGE DISTANCE. UNLIMITED USE MAXIMUM UPLIFT 1175g. FOR UPLIFTS ) TO 3965p PROVIDE MUGT75/MGT 4) REPLACEMENTE OF CONNECTOREON PLAND WITH EQUAL ORPBE7TER PER THIS TABLE IS ACC PTABLE TRUSS CHORD �DocuSi9ned by: I 9(,ln,L1,IFtl^ � (J,1tu,S E4B96662FBC9493_. 11/6/2020 Exterior CeilinXs: 1/2" min. thick stucco on 3/8" hi -rib lath attached to horizontal and/or vertical wood framing with nails or staples @ 8" o.c. to provide not leas than 1-3/4" penetration into horizontal wood framing and 3/4" penetmtion into vertical wood framing members Per ASTM C1063 and Stucco - ASTM C926 ALL EXTERIOR MASONRY WALLS ACT A5 SHEAR WALLS/PIERS BASED ON RELATIVE RIGIDITY 28'-8" 23'-4" '-4" 12'-4" '-4" 12'-4" '-4' 23'-4" 23 23 ■ ■ ■ ■ ■ ■ � -------- ■ -------------------- --------- -----� � _ --- ■ O I HB _I N I 1 I I _ � II II I I I (�"1 �. .' �g u 0 �8'rW.x24" N II �' - 1 � LANAI p0 ■ '' NIC � '��N O G � i7 9'-4" FLAT CLG AFF ' � C q _ � ' I I � � 20 1 .y � � � B.P.O � C , � Lf1 II , ' t`'t N GLASS DO pp �� c0 � 4'-0" 6'-4" 5'-7" 9'-4" 2'-9 3'-4" 5'-0" 2'-8" 1111'-8" I BATH 2 II ■ � (2) 3080 LE B60D 9'-4" FLAT CLG w� ii .--11N w/ 13 INGLE L GLASS 20 � iV Q O � N � '� n `-, I AR 9080 (3) PNL GD N N ■ za8o fV II II '�' rn y - ■ ■ ■ ■ - ■ �� BEDROO 2 - iXasRG.wnLi u 9'-4" FLAT C G. w O iV - � _ Ll'i II N M i---- --------------- i r_________ ____________ _______________ m � M II y ■ I I - I I II ■ t0 , � I I I I 1 u 1 I I I 111 � - ■ o 14'-o-111 �� I 2 ; I 19'-il" ; 3'-8' 2 I II in I , I I I � I � I srnrn�soxHTszo I LNING ; z II � I coNNECTEO To ROOM � " ■ j I I '� I EACH TRUSS AL � I NG I O ti u w u h `�' o � I I FRAMED BE 3 ' G PE TER FLAT CLG 11'-4" I ' � _ a v. w �' I' - m O n � I - Lf1 I I I WALLS U.N.O COFFER TO 12'-0" I �"-11N M ,�j � ¢ DEN II ^ C7 N ' I � 1 _ I Z W.w.1� 11 W O I � 'D 0 i � MASTER � � ' +--11N '� i 1'-'j_ � � 2 ¢ 9'-4" FLAT CLG. li � N M N � U' I I S I 1 T-I I- � Nv�W II 3 U y I V 1TE � N 1 .N�.. �� ■ pl I PERIMETER FLAT CLG 9'-4' i I N I O u i COFFER TO 10'-0" I � ■ O' I i PER O REQTJEST, i - I I � HOLD L ING EDGE I u G I I OF COUN RTOP A MIN. I I I I I I OF 8" INSID LNING ROOM I u LlT ; I I i REAR FINI WALL � II ■ 1 �'-lo-il 3'-6" ' 2'-8" 3'-1�.'I 61_61I 31_illl 2'-lo-ll �'_32 'T 3'-8' ■ 3'-71I w �� II � °° , III Cam'! II y - ,_____ ______________ J -__ _____ _______-_ __ _____ ____-_ -J xNEEWALL �' `"' �� BEDROO 3 O N AND LEGS I I 9'-4" FLAT C w N M 2880 BELOW _ IN II y ■ 2880 P u � TRUSS Di �i REFi LAUNDRY a ,-IIN C O — -- - - - - - - ----- _ --- ---- ----- ---- ---- i'V I 9'-4"FLAT CLG. D I 00 i'V p � POST I _ ,-6"r - ____ - — - - _ I u ;-I to t0 WALK-IN TOP 9'-5" ' I i0 _ N " +"i M � �� O --J L------'' I L.-- in ,-I^rV rl ,-,I�,N _ � 0.'�l :;1 �� CLOSET I - ■ h .--I - - - i - - - - - - - II n ig '� W _' W; c 00 u ■ 9'-4" FLAT CLG MI� I N � KIT HE{�T I c °� lV ,y n If � DRYER ^ d I I C7 I yr 11'-4" F T C.G. I N VENT a Pl POST '� � I °1' I II - L - TO ROOF 2'-3" I I in - a � 16'-1 1/II � D. 81_rtll �� 10'-5 j/II _ N .�-1 ' ,�, F'---�I 24 x 22 O '� R-11 NSULATIONII cV ATOTC5�1'CC GIR_DE_R_____ i _ �,. �� . 2880 ■ .��-I _ F ___ I�I�L� ___________ ___________ ____________ ___ ___ ___ __ ____�__. _ i 2x4 BRG WALL ■ i0 � P2 0 � 3�"STEPD Ion stand I R/Af I 3 n 7 -0 I4 ,M-I WH c P2 POST I RANGE � 20 MIN. I I _ _ °' - TOP @ 11'-5" CO w/ HOOD TO @ 1'-Si, FIRE RATED IN L _ _ _ _ „ � p1 I SELF CLOSING tI CRASH ■ - n , 6 -102 51_2n I_On _' i DOOR &FRAME d- POLE 0 M ----- -- ------------ - - - J METER, HOUSIN _ rr--------s'I I -, 22" X 54"� - 200 A P L £ &MAIN200A ■ I I ATTIP ��ESS I LOCATEIN DISCONECT IELD O +--IIN I FIELD LOC7rTE I LOCATE IN FIEL w .� L---------='' � � MASTER � � ih ■ BATH � '' 3'-111, 111 12'-62 I_6_ slMEsolNH s2o 19'-8" WC 9'-4" FLAT CLG - O 3'-6n 2'- ° 2 EACH TRU S ALONG y G ■ DINING ' � FRAMED B ARING c CI' M 2 O E RSON VAULT TO I1'-4" FLAT CLG. WALLS U. O ■ - tilrV _ � 2 CAR GARAGE DE K MOUNTED N M ■ (D OP � T(Jg � 9'-4" FLAT CLG. - pp :-1 _ (ABOVE INTERIOR FIN. PLR.) N ti 42" TALL KNEEWALL ,-y � .-. 4r_On c w � c w/ CLEAR GLASS cti N � O � ABOVETO CEII.ING -� �. m 0". ^ COL. TO CLG. FOYER q,J = r__ _ _ � I •�� N ________________ _______________ , ■ 4°CON I LAND RETE G � (2) 2x4 wl Ye" SPACER V ULT TO I1'-4" FLAT LG. 3 I I ON G E '-0" 3' 10' '-2" 3' 18'-3" T � n NOTE: I I r'I PER OWNER REQUEST, � 60 r'L,9 - - y. � DO NOT INSTALL SHELVING I �� N I IN CLOSETS, LINENS, &PANTRY I , - I SHELVING SHALL BE LEFT I l'V ■ ■ _ _ �� ■ ■ (2) 3080 SC - ■ ■ ■ ' ■ I INSIDE GARAGE I , IN KNEEW NICIJE� .il i i M 13 C1rC'7 SH 36 �- � I -� '� �, CONTROL "_i I"a - O I ' � 7 ■ � .DUAL O �i � rV ' H 11 n -2 I n 6 -4 � F'E aja n "� � 3'-2 i n 4 -6 �^ I I r- 2 6 - I PCL + 5 COURSE BL ABOVE I HB ' � � �' SEr,i1 BOTT. @ 5" `I. riY■ �' � O fj _ TOgBRG@129" I I `� 8}fQ 1iE�ADs S� - ENTRY �;-��, I �= I I l'V d ��,� 'b} � V' 12'-8" FLAT - � � � I pp CLG AFF � BEAM PKT BEA PKT - -- ' 28x14 DS V x '� � L AR GL G � 16 _ _- - i -_ ■ -- F � I I I I I I _ �i � 0 ti� i pCL + 5 2 URSE BLK ABOVE ib ' 1 15 F- O ■ ■ - _________________�____________ ■ ■ _ -, 1 SET OTT. @ 9 5" � i PCL + 5 COURSE BLK BOV 16' x 8' OHD - - M _ - TOP � BRG @ 12 9 - SET BOTT. @ 9-5" O ' d- � _ � -_ L _- - TOP BRG @ 12'-9" TO BURIE PROPANE TANK 26 N _ �� - B SPECIALTY ONTRACTOR II 21_611 n SET BOTT. @ 7-5" 19 TYP. ALL PIERS TOP BRG @ 9'-5" PCL + 2 COURSE BLK ABOVE SET TOPS) @ 12'-9" SET BOTT. @ 10-9" TOP BRG @ 12'-9" 2'-41I 41_0ll 21_41I I.4' 8'-OIL I.4' 6'-811 I-4' 2'-6" 16'-0'I 21_611 8'-8" 10'-8" 8'-0" 21'-0" 2'-0" '-8" 52'-0" WALL TYPE LEGEND SYMBOL REPRESENTS CMU WALL - 8" (U.N.O.) BRG. HT. @ 9'-5" INTERIOR SIDE -SMOOTH FINISH PAINTED EXTERIOR SIDE -STUCCO CMU WALL - 8" (U.N.O.) BRG. HT. @ 9'-5" WITH NON GROUTED CELLS FILLED w/ R-9 MIN EXPANDED POLYSTYRENE FOAM INSULATION INTERIOR SIDE -1/2" GYP. BRD. OVER 1x P.T. FURRING EXTERIOR SIDE -STUCCO FINISH CMU WALLS, PIERS, AND COLUMNS @ENTRY: GROUT FILLED PCL AND CMU WALLS INTEGRAL w/FILLED CELL CMU PIERS AND COLUMNS. TOP OF PIERS AND WALLS @ 12'-9" ALL EXPOSED SURFACES -STUCCO FINISH 0 2x4 @ 16" O.C. w/ %" PLYWOOD SHEATHING, BOTH SIDES INTERIOR SIDE -STUCCO FINISH ON PAPER BACKED LATH EXTERIOR SIDE -STUCCO FINISH ON PAPER BACKED LATH ABOVE ROOF LINE /CRICKET _ __ BRG. PARTITION WALL -INTERIOR - 4" (U.N.O.) 1/2" GYP. BD. ON EACH SIDE OF 2x4 WD. STUDS @ 16" O.C. w/ CONT. 2x4 SILL AND DBL. 2x4 TOP PLATES BEARING PARTITION -GARAGE WALL - 4" (U.N.O.) 1/2" GYP. BRD. EACH SIDE OF 2x4 WD. STUDS @ 16" O.C. w! CONT. 2x4 SILL AND DBL. 2x4 TOP PLATES w/ R-11 BATT INSULATION NON -BEARING -INTERIOR PARTITION - 4" (U.N.O.) 1/2" GYP. BRD. EACH SIDE OF 2x4 WD. STUDS @ 24" O.C. w/ CONT. 2x4 SILL AND TOP PLATES 0 2x6 WALL NON -BEARING -INTERIOR PARTITION - 6" 1/2" GYP. BRD. EACH SIDE OF 2x6 WD. STUDS @ 24" O.C. w/ CONT. 2x6 SILL TOP PLATES NOTES: ALL WET AREAS CONTROLLED OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1-3/8" THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8" THICK, OR 20—MINUTE DUCT PENETRATION DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM N0. 26 GAGE (0.48 MM) SHEET STEEL, 1 INCH MINIMUM RIGID NONMETALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. SEPARATION REQUIRED THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC BY NOT LESS THAN 1/2 INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS AFLOOR-CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH GYPSUM BOARD OR EQUIVALENT SQUARE FOOTAGE LIVING 2,146 GARAGE 476 LANAI 291 ENTRY 132 TOTAL 3,045 LIVING C.F. _ +/- 21,166 FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS # 54-if--2Z11'xlb &Well #5h-31 03 Date: Z�(D�� Reviewed ` j �,�!��4L�� WATER -AIR -LAN D 5109 Grand Palmetto Way chrisbeers@byu.net 941-628-0635 North Port, Florida 34291-8049 fax 413-687-9013 CHRISTOPHER D. BEERS, P.E. FLORIDA LICENSE NO. 64594 I' rW-I M � M Z J LL �-I � W N 11/6/20 HARBORVIEW C]W.dwg P1 11 SEP 20 P2 25 SEP 20 P3 23 OCT 20 J �J W 2 ' � � J � M U wv� O W W00� i atS W � O �(�W �cAU Q � Q J Z 2 U ? c~i� A2 FLOOR PLAN 3 $