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HomeMy WebLinkAboutBuilding PlansY II GENERAL NOTES: N 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION 7 2. THE DESIGN & CONSTRUCTION OF THIS STRUCTURE MUST FULLY COMPLY WITH THE 2017 FLORIDA BUILDING CODE (6TH EDITION), LATEST EDITIONS OF ACI 318, NCMA, NATIONAL FOREST r-8" 3'-0° s'-e^ 3'-6" 1'-6' u1 Ln PRODUCT ASSOC., NDS, TPI, AND ANY OTHER NATIONALLY RECOGNIZED ORGANIZATIONS THAT Zo GOVERN THIS BODY OF WORK. /... %ir'/.rrrrrr; ��rr/rrr rrrrr rrrrr " J� %, rrrrr REPRESENTS ON // / /rl Irrrr/rrrrr . _ a) M 3. ALL WORK SHALL COMPLY WITH ALL LOCAL AND REGIONAL ORDINANCES. - 3'-0" X 4'-0" SH T-0" X 4'4' SH STUDS STUDS @SHEAR WALL ENDS ALL S 5�_p�� +25/-28 PSF W m c DESIGN PARAMETERS FOR WIND LOAD COMPLIANCE +27/-30 PSF +27/-30 PSF E o 2 NOTE: ALL DIMENSIONS TO BE NEW 2X 4 WALL ATTACHED TO �q�p LL y 1. RISK CATEGORY: II NEW 2 X 8 WALL ATTACHED TO VERIFIED IN FIELD i i EXISTING CMU WALL WI 1/4' X y T -, o- m J m 2. CODE REFERENCE: 2017 FLORIDA BUILDING CODE - RES (6TH EDITION) $ ASCE 7-10 EXISTING CMU WALL W/ 1/4" X 2 EMBED. TAPCONS EA. END @ & 16" O.C. MAX. m .�. 0' N E 0 2017 EXISTING FLORIDA BUILDING CODE (6TH EDITION) 2" EMBED. TAPCONS EA. END @ C EXISTING WALL TO BE REMOVED "mod o Co 3. BUILDING DESIGN: ENCLOSED " & 16" O.C. MAX. EXISTING WALL TO REMAIN j N v a 4. MEAN ROOF HEIGHT: <=15 0 I I r_ N 5.., ROOF PITCH: r-6:12 (EXISTING) - NEW WALL (WOOD FRAME) d 6. GCpi: t 0.18 : w. ) 7. WIDTH OF D ZONE: +2S/-2s PSF FLORIDARQQNj o LtJ 8. WIND SPEED GUSTrrr 124 MPH (Vasd) 3-SECOND GUST �ND d LU w Y E o 9. WIND EXPOSURE: B NEW RQQM 10. ADJUSTMENT FACTOR: 1.00 11. SUPERIMPOSED LOADS: GRESS FLOOR (DEAD) 20 PSF E FLOOR (LIVE) 40 PSF WALL 18 PSF 12. SHEAR WALLS WERE CONSIDERED Qe0/CMD 13: A CONTINUOUS LOAD PATH WAS PROVIDED ISTI 14. COMPONENT & CLADDING DETAILED S o R SQUARE FOOTAGE A/C TOTAL EXISTING GARAGE - NEW ROOM 431 431 EXISTING PORCH - NEW FLORIDA RM, 267 267 TOTAL - PROPOSED 431 267 698 r� rn rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr OJ LL EXISTING RESIDENCE 2 X 4 WALL ATTACHED TO. TO REMAIN EXISTING CMU WALL W/ 1/4" X tC 4) In d 7NEW 2" EMBED. TAPCONS @ EA. END & 16" O.C. MAX. o 00 o LL . 15. MINIMUM SOIL BEARING PRESSURE IS 2,000 PSF PRESUMPTIVEcq WINDOW AND DOOR NOTES: ExlsT ' a C4 1. WINDOWS, DOORS,SHUTTERS, AND ALL COMPONENTS SHALL BE DESIGNED AND INSTALLED PER rl.rrrrrrrrrrrrrrrrrrrrrr/rr/rrrrrr///Z/. -z rrrrrrrrrrrrrr rrr... STRUCTURAL FLOOR PLAN q� FLORIDA ROOM w �? 0 N THE MINIMUM DESIGN PRESSURES AS PRESCRIBED IN THESE PLANS. Z SCALE: 114" = 1'-0" ® o N CD 2. ALL EXTERIOR GLAZING SHALL BE IMPACT RESISTANT OR HAVE PROTECTION PER SECTION EXISTING O Q m w R301.2.1.1 OF THE 2017 FBC RESIDENTIAL CODE. PROTECTION SHALL BE DESIGNED FOR THE RESIDENCE d U @ `o SAME WIND DESIGN PRESSURES AS THE WINDOWS OR DOORS THEY ARE COVERING. TO REMAIN © tq c r 3. ALL WINDOWS AND DOORS ARE TO BE INSTALLED ON 2X PRESSURE TREATED BUCKS, AND AS PER LL MANUFACTURERS SPECIFICATIONS UNLESS OTHERWISE NOTED: ` r F- < TIMBER NOTES: RECEIVED N m MAR 15 YOiI No o 1. EXTERIOR FRAME WALL SHEATHING TO 5/8" APA SHEATHING, SPECIES GROUP 1, SPAN RATING OF i 24/0 OR BETTER. UNLESS OTHERWISE NOTED, INSTALL WITH FACE GRAIN HORIZONTAL. PLYWOOD Permitting Department > SHALL BE 4 PLY MINIMUM. NAIL TO STUDS USING 10d NAILS @ 4" O.C. AT PANEL EDGES AND 10" .STRUCTURAL FLOOR PLAN @ NEW ROOM St, Lucie County O.C. IN THE FIELD. DECREASE SPACING PER PLAN. AT SHEAR WALLS, NAIL TO EACH STUD AT THE SCALE: 1/4" = T-0" END OF THE WALLS FOLLOWING THE EDGE SPACING. BACK OUT AND REMOVE ALL NAILS THAT DO NOT FULLY PENETRATE/MISS FRAMING MEMBERS.. SQ! 2. FLOOR SHEATHING TO BE 3/4" T & G CDX SPAN RATED STRUCTURAL PLYWOOD, INSTALLED WITH O.C. AT FACE GRAIN PERPENDICULAR TO FLOOR FRAMING GLUED & NAILED WITH 10d NAILS 6" PANEL EDGES AND 12" O.C. IN THE FIELD.Co ° 0 3. THE MINIMUM LUMBER GRADES SHALL BE AS SUCH: INT. & EXT. BEARING WALLS, TOP PLATES, O. WINDOW BUCKS, & HEADERS: SOUTHERN YELLOW PINE #2 OR BETTER ; U A d 021 BOTTOM PLATES AGAINST CONCRETE: PRESSURE TREATED SOUTHERN YELLOW PINE #2 OR BETTER 4. ALL TIMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR HAVE AN APPROVED SEPARATING MATERIAL. 5. ALL NAILS AND METAL HARDWARE EXPOSED TO THE ELEMENTS SHALL BE GALVANIZED. ALL NAILS SHALL BE COMMON WIRE NAILS. SPACE NAILS AT STRAPS AS TO NOT SPLIT THE WOOD. EXTERIOR COMPONENTS ATTACHED TO THE WALL (SIDING, ETC): 1. EXTERIOR WALL COMPONENTS SHALL BE ATTACHED PER MANUFACTURERS REQUIREMENTS TO MEET THE WIND PRESSURES SHOWN. 2. END ZONE IS AT EXTERIOR CORNER, UNDER ROOF ZONE 3. INTERIOR ZONE IS REMAINDER. WALL ZONE END 29 PSF 24 PSF INTERIOR 23 PSF 21 PSF PRODUCT APPROVAL INFORMATION PRODUCT MANUFACTURER FLORIDA PRODUCT DESIGN MAX. DESIGN GLASS TYPE METHOD OF ATTACHMENT APPROVAL NO., PRESSURE PRESSURE #10" X 1-1/2'i SCREWS @ 6-1/4" IMPACT SINGLE HUNG SILVER LINE BLDG. . FL 14911 +27/-30 PSF +55/-60 PSF 1 FROM EA. CORNER & 12-1/2" O.C. PROD. @THEJAMBS DOORS JELD-WEN FL 16708.2 +26/-29 PSF +120/-150 PSF 1" INSUL. LAM. HEAD/3" FROM THE FDGE & 17-1/2" - O.0 MAX. THE JAMBS FRENCH DOORS JELD-WEN FL 16708.8 +25/-28 PSF +/-50 PSF V INSUL. LAM. HEAD/3" FROM THE EDGE & 17-1/2" O.C. MAX. THE JAMBS FILE COPY �,00�i-cad REVIEWED FOI-t CODE COMPLIANCE ST. LUCIE COUNTY CSC C NEW 2 X 8 WALL ATTACHED TO EXISTING CMU WALUHEADER W/ ,;r"� 1/4" X 2"EMBED. TAPCONS @ EA. EXISTING TIE -BEAM OR 1 "f DOUBLE BOND BEAM, V.I.F. !--` - END & 16" 0 C MAX F" ' ...._. ....... \... 7 7 WINDOW WITH INTEGRAL TYPICAL - �._.. TYPICAL WALL WOOD SIDING MOUNTING FLANGE ' WOOD FURRING TYVEK. . ' �, EXISTING ROOF AND .TRUSSES TO REMAIN CAUL MINIMALLY EXPANDING TYPI WALL WOOD SIDING WA ! ! MINIMALLY EXPANDING POLYURETHANE APPROV FOAM CAULK WOOD FURRING TYVEK._,,,.". POLYURETHANE FOAM OR (AROUND WINDOW RSO) X/ APPROVED CAULKING INSTALL TYVEK 0 FLEXWRAP (AROUND WINDOW RSO) WRAP TYVEK.."" � OVER MOUNTING FLANGE. LAP ' TYVEK &TAPE JOINTS - .��p•ro�""n -p WINDOW WITH INTEGRAL MOUNTING FLANGE LAP & TAPE TYVEK. _O " C NOTE: *SEAL ALL TYVEK®JOINTS AND PENETRATIONS WITH APPROVED TAPE. _ (ex. DUPONT CONTRACTOR TAPE). r Q) - *FASTEN TYVEK® TO SHEATHING WITH LARGE HEAD NAILS (D OR USE NAILS WITH LARGE PLASTIC WASHER HEADS.(ex. DUPONT WRAPCAPS) "LOCAL LAWS, ZONING, AND BUILDING CODES VARY AND C THEREFORE GOVERNS OVER MATERIAL SELECTION AND DETAILING SHOWN BELOW. O O s WINDOW HEAD DETAIL SCALE: O S-� 1" 1'-0" FASTEN TYVEK® FLEXWRAP'TM f 04 = i CORNER USING MECHANICAL � FASTENER p INSTALL TYVEK® FLEXWRAP- C AROUND PERIMETER OF OPENING ❑ O l.(Wllrl'I',JY' NIr NOTE: *SEAL ALL TYVEK® JOINTS AND PENETRATIONS WITH APPROVED TAPE. Co (ex. DUPONT CONTRACTOR TAPE). `FASTEN TYVEKO" TO SHEATHING WITH LARGE HEAD N ILS OR USE NAILS WITH LARGE PLASTIC WASHER HEADS ( x. DUPONT WRAPCAPS) J "LOCAL LAWS, ZONING, AND BUILDING CODES VARY AN - THEREFORE GOVERNS OVER MATERIAL SELECTION D DETAILING SHOWN BELOW WINDOW SEE PLAN FOR SIZE SIMPSON H2.5A @ EA. WINDOW SILL TO STUD W/ (10) 8d NAILS (5 EA. SIDE) I /I SIMPSON SP @ EA. OPENING I&I TTOM 8 X 4 PT #2 S IYP BOTTOM PLATE ATTACHED TO FOUNDATION W/ 5W X 7" EMBED ALL THREAD W/ 2" X 3/16"WASHER (RECESS WHERE RED.'), DOWEL & EPDXY @ EA. C NER & NEX TO EA. OPENING 24" O.C., k177 INSTALL ALL WINDOWS & DOORS PER FMA/AAMA 100-12 SPECIFICATIONS FOR WATER TIGHT INSTALLATION �- EXISTING TIE -BEAM OR DOUBLE BOND BEAM, V.I.F. 2 X 4/8 WOOD STUD WALL 16" O.C.. W/ STUCCO FINISH W/ WIRE LATH OVER TYVEK VAPOR BARRIER ON W/ 1/2" COX SHEATHING W/ 8d NAILS @ 6" O.C. AT THE EDGES & 10" O.C. IN THE FIELD 1/2" GYP. BD. DRYWALL -` R-131NSULATION ALL GYPSUM BOARD TO CONFORM TO ASTM C5, C22, C28, C35C59, C61, C587, C631, C847, C933, C1632 AND C1047 AND SHALL BE INSTALLED IN 6" TERMITE INSPECTION STRIP COMPLIANCE WITH ASTM C843144 REQUIRED SIMPSON SP4/8 @ 32" EXETRIOR STUCCO INSTALLED O.C. @ BOTTOM IN COMPLIANCE WITH ASTM C -] 926 & C 1063. �� 8 X 4 PT #2 SYP BOTTOM PLATE ATTACHED - ✓ TO FOUNDATION W/ 5/8" X 7" EMBED ALL THREAD W/ 2" X 3/16" WASHER (RECESS WHERE REW), DOWEL & EPDXY @ 24" O.C., EA CORNER & NEXT TO EA. OPENING r. 1 WALL IN -FILL DETAIL @ NEW ROOM EXISTING CONCRETE SLAB 2 WALL SECTION @ NEW ROOM WINDOW SILL DETAIL 8_1 SCALE: afa" = r-o" AND FOUNDATION, V.I.F. $_1 SCALE; SCALE: 1" = V-0" - � TfICN9 E�Oq E2 c ao f 3�3 v6oea�' G O A W q eb1 � Z .fL E F rp 0 w 0 N < Lo Q N N O Lli F (1) DJ - a as W W U) W Lq Iv 0 � L� Q 0 o 0 I` ly 06 Q C� L0 a 0) g M D_ I� Q C (Y (a) O H io L W (a) U Y ul W d x I� ❑_ z o E O Cn W U Q 0 y� ❑ Cn LU _C 0_ 10 0 i3) Q' Z I` < J W m o U)Z u W 3 g C� PROJ. NO, 20-410 DATE 02/25/2020 SHEET NO. S-0.1 1 2 SHEET OF N NEW 2 X 4 WALL ATTACHED TO /"/�J'JJn Z EXISTING CMU WALL W/ 1/4" X 2" - /.�^'/ ., rn EMBED. TAPCONS @ EA. END & .,,;,,!� ''� -,./ N 16" O.C. MAX. ` co NEW JACKIHEADER ATTACHED -' �,'r"'�. 'p U rd EXISTING (2) 2 X 8 BEAM, V.I.F. TO TOP PLATE USING SIMPSON /%' r •E 0 MSTA24 W/ (8) 10d NAILS EACH — SIDE OF STRAP (TYP.) ���'"� ,.-'"`y8 $ L ......... ..:. �m o E - U N — t N CD CD _ i.. ......._..... ... .._. ,.....__ ..__... ............. ............. ............. EXISTING ROOF AND C'O Y.....Y..... ............. TRUSSES TO REMAIN N EXISTING (2) 2 XB BEAM, V.I.F. co N 0 / m W W �Lo LSIMPSON MTSA24 ON ONE 'S � � 0) I— (2) 2 X 10 (CUT TO 8-3/4" TALL) #2 SIDE OF THE SIDE TO BEAM m SYP HEADER W/ 1/2" CDX FLITCH oj INSTALL ALL WINDOWS & -o DOORS PER FMA/AAMA 100-12 PLATES NAILED TOGETHER W/ U o SPECIFICATIONS FOR WATER 2 X 4 WOOD STUD WALL 16" O.C. W/ v — 12dNAILS @ 6" O.C. C LL TIGHT INSTALLATION STUCCO FINISH W/ WIRE LATH OVER ai THROUGHOUT �� N TYVEK VAPOR BARRIER ON WI 1/2 CDX L 2 SHEATHING W/ 8d NAILS @ B" O.C. AT 0 DOOR THE EDGES & 10" O.C. IN THE FIELD 0 (n - SEE PLAN FOR SIZE o cou N V7 1/2„ GYP. BD. DRYWALL ,�, NN rn �o I • O ' ZEE �jcpD ALL GYPSUM AM BOARD TO CONFORM d cq rn U y M N TO ASTM C5, C22, C28,C35, C59, C61, f6 <p C587, C631, C847, C933, C1032 AND !n ;o 6" TERMITE INSPECTION STRIP I {C1047 AND SHALL BE INSTALLED COMPLIANCE WITH ASTM C843/44N C SIMPSON SP4 @ 32" REQUIRED @ O.C. @ BOTTOM D- v W SIMPSON SP4 @ 32" c N H O.C. @ BOTTOM EXETRIOR STUCCO INSTALLED N m Q 4 X 4 PT #2 SYP BOTTOM PLATE ATTACHED N o (2 TO FOUNDATION W/ 518" X 7" EMBED ALL IN COMPLIANCE WITH ASTM C p THREAD W/ 2" X 3/16" WASHER (RECESS 926 & C 1063. 4 X 4 PT #2 SYP BOTTOM PLATE ATTACHED FOUNDT/WHERE REC.'), DOWEL & EPDXY @ 24" THOREAD WA2IOX $M65WASHER (RECESS p > O.C., EA. CORNER & NEXT TO EA. OPENING WHERE REQ.'), DOWEL & EPDXY @ 24" O.C., EA CORNER & NEXT TO EA OPENING / do / a�°•. �. s WALL IN -FILL DETAIL @ SUNROOM a WALL SECTION @ SUNROOM .. _ _... .. _. EXISTING CONCRETE SLAB - ..... �,.. SCALE: 3/4 - 1 -0 C f a C NEW ROOM ELECTRICAL LEGEND TYPE DESCRIPTION @ DUPLEX RECEPTACLE Grp WEATHERPROOF GFI DUPLEX RECEPTACLE k- WALL MOUNTED LIGHT OSDICMD SMOKE DETECTOR (110 V) $ SWITCH CEILING FAN n e2�£3'd S6,'m.na E Y✓{na �.� ��e�� p`YOI �_� 9Cp 9C OOYL� u � N W N Q N � N N O W ~ U W (n W - a as , h W w `.: x W N � I 0 > m / 0 ``. o O FLORIDA ROOM a Q U Ca ❑ j _ N O o f J V C OSD/CMD ;_ N - 27 _ LL Y U) WLyu o U) J O U) w Lu m w ELECTRICAL PLAN U- rn SCALE. 114 - 1-0 ❑ C JI Q z 0 T' O Q) J , O Q V Nry U) Q w p f NV m Q CD w 3g vi ELECTRICAL PLAN w o SCALE: 1/4" = 1'-0" W PROJ. NO: 20410 DATE 02/25/2020 SHEET NO. i S-2 SHEET 2 OF