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112 Kaywood Dr 07-2709 additionPERMIT ADDRESS CONTRACTOR ;5 '&W -46A. ADDRESS Y.O. SnX 37,112 PHONE NUMBER 4o7- 32.2.310 "S ft PROPERTY ADDRESS 112 PRONE NUMBER ELECTRICAL CONTRACTOR VT N MCFANTICAL CON'TRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER - -FEE MISCELL.A.NEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT # 07772b DATE PERMIT DESCRIPTION INIJ A=ACU PERMIT VALUATION 3 Xq. C100 SQUARE FOOTAGE r s 5 9 _'_ __.. ' _I CA51NG TRIM GLA55 DOOR5 UJ/ 5HELVING INSIDE 4 GLASS DISPLAY A-2 SCALE: 1/4' -- I'-0' CHINA D15PLAY BUMP -OUT DISPLAY F3UMP-OUT 5 a PANTRY A-2 SCALE: 1/4" = I'-0' WOOD MANTLE 2E-FA15 WOOD BURNING FIREPLACE 3 FIFEPLAGE /@ FAMILY RM, A-2 5CALE: 1/4" /I',-9'-10" COFFERED CLG. 0 9'-0" Ill- 4' Af�'CNES � DINING/SITTING PM 5CALE: '44' = 1'-0" m 01 I -i'-4" p c0 +12 PRIVACY WALL 16'(H) CM.U. WALL - 4'-0" 4'-2" 24'(D) APPLIANCE 5-5H. 12" 5'-7" DISPLAY F3UMP-OUT 5 a PANTRY A-2 SCALE: 1/4" = I'-0' WOOD MANTLE 2E-FA15 WOOD BURNING FIREPLACE 3 FIFEPLAGE /@ FAMILY RM, A-2 5CALE: 1/4" /I',-9'-10" COFFERED CLG. 0 9'-0" Ill- 4' Af�'CNES � DINING/SITTING PM 5CALE: '44' = 1'-0" 10'-2" 40"(H) C.M.U. m I -i'-4" p 4x4 P.T. IUD. W PRIVACY WALL 16'(H) CM.U. WALL CONC. FILLED BLOCK 5'_i° 12" 4'-2" 12" 5'-7" CELL UJ/ (1) 05 VERT. W/ 25" LAP d 10" HOOK z �fl ow FTG. (TYP.) 19.1/-26.4 PSF 19.71/-21.4 P5F lX 19.1/-26.4 PSF 50'x26'(H) F.G. 50'x26'(H) F.G. 50'x26'(H) F.G. z (1)oot� S'-4" HDR, 73 � S'-4" HDR. I 8'-4" HDR. 12" 4'-2" 12" 5'-9" All w Q a 1:FQ(x PATIO � 19.1/-26.4 PSF a I 19.1/-21.4 PSF QrQ, 19.1/-26.4 PSF NEW r 0 �0 g i`! 5O'x26"(H) F.G. 5O"x26"CN) F.G. 50"x26'(H) F. . [Q ' = Q p w U) 8'-4" HDR, S'-4' HDR. 0'-4' HDR. - 5LATE FL'R" z F_ H vi V J ZU—Otn 3'-2" CL N W W r a W p 0 2 V) M zoo W V Q. v x N LL' p a CL ZDD Z� !n w m PARTITION SCHEDULE 0 r 0- UELr,o w _o w L, w MASONR�I' IUD. FRAMED o Vwoa w NEW WALL TO BE a O v' _ ~ w� u p. p w F- o u- m w z EXISTING WALL TO 0 Z _ Q W w 0 O to u,' w m w 4d REMAIN mm L Z F o W a� Zz Q Q p ¢ Q zz z cn�F z W — — Z O— MASTER i 0 W U0, 0 p 0 0 W a.p Z Z U U5 F - pW A 1 `E A!/ ARE ��.. N m 5H 36 5H 24 W pzorl— W = E3EDROOM S'-0' HDR. ' , V-0.' HDR. CARPET - Eff " 84-T = F I ¢I 5F - r F, IVI Cx q I l _ Et IU - R cp r l I S, o_ 5 - 4" 20'-0" - I I a N �. a ° I z a me , I I 10'-2" 40"(H) C.M.U. m SCREENING OVER p 4x4 P.T. IUD. W PRIVACY WALL 16'(H) CM.U. WALL 1-- N �- COL. CTYPJ z a T W z �fl 19-0 a [K lX z (1)oot� COVERED. 73 � 12" 4'-2" 12" 5'-9" w L> 1:FQ(x PATIO � 19.1/-26.4 PSF a I 19.1/-21.4 PSF QrQ, 19.1/-26.4 PSF NEW r 0 �0 g i`! 5O'x26"(H) F.G. 5O"x26"CN) F.G. 50"x26'(H) F. . [Q ' = Q p w U) 8'-4" HDR, S'-4' HDR. 0'-4' HDR. - 5LATE FL'R" z F_ H vi V J ZU—Otn 3'-2" CL N W W r a W p 0 2 V) M zoo W V Q. v x N LL' p a CL ZDD Z� !n w m PARTITION SCHEDULE 0 r 0- UELr,o w _o w L, w MASONR�I' IUD. FRAMED o Vwoa w NEW WALL TO BE a O v' _ ~ w� u p. CONSTRUCTED w F- o u- m w z EXISTING WALL TO 0 Z _ Q W w 0 O to u,' w m w 4d REMAIN mm L Z F o W a� Zz Q Q p ¢ Q zz z cn�F z W — — Z O— MASTER i 0 W U0, 0 p 0 0 W a.p Z Z U U5 F - pW A 1 `E A!/ ARE ��.. N m 5H 36 5H 24 W pzorl— W = E3EDROOM S'-0' HDR. ' , V-0.' HDR. CARPET - 84-T = F I ¢I 5F - F, IVI Cx q z l _ - cp r l I S, o_ 5 - 4" 20'-0" - I I N �. L*4�IT l i g v v � _• \� ,� Ij Ij p108"x8O"CN) OPNG. A/C TE z Q coMP. _ NT _ I q `5.T 1 Zi TIL �4 42'x42' CONC. uy PAD FOR A/C It COMP, 5�'x 0'C ) N(�;, I 3 I C - m I 31 N _ 42'(H) FAMILY RM. u� 5-I Luc.� I I_O` C G. I BAR IN UCI ILE ~ �- I EX15T z } r= O r (j) ' <[ u ° ) 4 /- -CO _ - -4" A-2 T 1k LQ " 8'-2" 4" 2'-10" c0 GL5, D SPLAY 5-5H, CHIN CAB. ` U DBL. N OIC — - 00 > 6 Q 268 Lu _ kG '� r- I TIL _ u i- X r - 2 IN: Q CL lu -1 ) Dox fIl U 5-5H.4 0 � H5 0 FOYER ❑ A.H. EX15T BEDRM r'� EX15T 2 -CAR GARAGE EXIST vi z c� V) w 0 F- T Li w 0 z - - - --- w V) Don Bolden Eng. Inc Donald G. Bolden, P.E. o Florida Reg. * 47524 Cert. of Auth. * 26030 8" 3 �e6ar�, o�;��7W (fin Q �r ° U © o o co c0 aQ o c� N 38'x90"(N) �Y ¢ N N OPNG. LE - CO Ld N Ld CIA «s o S T. 73 CnM Lu 04 0 j o 8'-0" CLG: w CARPET o x r` WP� `R X Q V) ail (0-4 4 5'-0" Q fL W 4 ct1 60"x60" I (D zz TUB p Q N w o VERSION 4 T LE INLAY a l M. BATH 2/4 z Q z ' 8'-0' CLG. 0 � Z OL p r TILE ;� _ -a U z cd 'c >C LNDl. i -1 SHO E� 0 Cif GAB. H5 LLJ jr z ®cr)> oO W 00 �- o 36' VANITY 0 "O p "4T�1 2 � o °O I r — E ST I I L - J I i BEDRM 2 EX15T ENTRY L NICHE I NICHE I�EX15T r — — — -� I I 12 10'-4" 12" L- 12'-4" H5 m V ` Cif p o W -U o 1-- N �- p z a T W z �fl o a [K lX z (1)oot� 73 � Ld w (n 1:FQ(x a Wr QrQ, W r g i`! m ' r = Q p w U) V) w - z F_ H vi V J ZU—Otn CL N W W r a W p 0 2 V) M zoo W V Q. v x N LL' p a CL ZDD Z� !n w m PARTITION SCHEDULE 0 r 0- UELr,o w _o w L, w MASONR�I' IUD. FRAMED o Vwoa w NEW WALL TO BE a O v' _ ~ w� u p. CONSTRUCTED w F- o u- m w z EXISTING WALL TO 0 Z _ Q W w 0 O to u,' w m w 4d REMAIN mm L Z F o W a� Zz Q Q p ¢ Q zz z cn�F z W — — Z O— 0 V) Don Bolden Eng. Inc Donald G. Bolden, P.E. o Florida Reg. * 47524 Cert. of Auth. * 26030 8" 3 �e6ar�, o�;��7W (fin Q �r ° U © o o co c0 aQ o c� N 38'x90"(N) �Y ¢ N N OPNG. LE - CO Ld N Ld CIA «s o S T. 73 CnM Lu 04 0 j o 8'-0" CLG: w CARPET o x r` WP� `R X Q V) ail (0-4 4 5'-0" Q fL W 4 ct1 60"x60" I (D zz TUB p Q N w o VERSION 4 T LE INLAY a l M. BATH 2/4 z Q z ' 8'-0' CLG. 0 � Z OL p r TILE ;� _ -a U z cd 'c >C LNDl. i -1 SHO E� 0 Cif GAB. H5 LLJ jr z ®cr)> oO W 00 �- o 36' VANITY 0 "O p "4T�1 2 � o °O I r — E ST I I L - J I i BEDRM 2 EX15T ENTRY L NICHE I NICHE I�EX15T r — — — -� I I 12 10'-4" 12" L- 12'-4" H5 V) > PROJECT NO.: Li w 1MAH4aL2 DATE: (o JUL 200-1 DRAWN 5Y: a J.T.R. X w ; SCALE: 1/41 = 1'-o" m V ` Cif o W -U o 1-- N �- z T W a [K lX z (1)oot� 73 � O (n 1:FQ(x Q Wr QrQ, r g ry m ' r = Q V) w - z F_ H vi V J ZU—Otn CL N W W r W V) W p 0 2 V) M zoo W V Q. v F2-- LL' p a CL ZDD Z� !n CF) (1, F 00 L6 _ Q -J . O •-N m PARTITION SCHEDULE 0 W N S z 0- UELr,o w _o w L, MASONR�I' IUD. FRAMED o Vwoa w NEW WALL TO BE a O v' _ ~ w� u p. CONSTRUCTED w F- o u- m w EXISTING WALL TO 0 _ Q W w 0 O to u,' w m w 4d REMAIN w w L Z F o W a� Zz Q Q p ¢ Q zz z cn�F z W — — Z O— C� Z C� 0 W U0, 0 p 0 0 W a.p Z Z U U5 F - pW A 1 `E A!/ ARE ��.. N Q N m� m� Z 0Qu 0 U W pzorl— W = V) > PROJECT NO.: Li w 1MAH4aL2 DATE: (o JUL 200-1 DRAWN 5Y: a J.T.R. X w ; SCALE: 1/41 = 1'-o" COMPOSITION SHINGLES ON RIDGE VENT 30 LB. FELT ON 15/32' C -D PLYIUD• I III-ITT-11-1-1-1 iII III II II II II n i n i OR -/16' O.S.B. SHEATHING ,„ „„„„ II II II II II II II 4' A.F.F. NEW BEAR. HT. DECOR. GEMENTITIOUS FIN. ,a'-0' FINISHED FLOOR &I-0' A.F.F. TU EXIST BEAR, HT. 6' STYRO T STONE VENE FINISHED FLOOR l f- -- - - -- - - -,-I NEW A/C COMP. — EXIST A/C COMP, LEFT SIDE ELEVATION (New) 0 vi z 0 V) w 0 F - z Ll w F- 2 3 w O t -- S'-01 A.F.F. tl1 � FXIC�T RPAP 14T z • O U 0 z O Y) 6” STYRO TRIM � w o_ i— STONE VENEER tY 3 01-0. n o V) FINISHED FLOOR w z O- x L-1 w F - z � SCALE: 1/4” = I' -o” O F- or Don Bolden Eng. Inc Donald G. Bolden, P.E. o Florida Reg. * 47524 L- Cert. of Auth. * 26030 '1P05ITION SHINGLES ON $ P.O. BOX 530783 LB. FELT ON 15/32' C -D PLYWD. DeBary, FL. 32753 1/16” O.S.B. SHEATHING 12 9' - 4' A.F.F. NEW BEAR. HT. DECOR. CEMENTITIOUS FIN. FINISHED FLOOR �® V- 0' A.F.F. EXIST BEAR. HT. DECOR. CEMENTITIOUS FIN. — 6' STYRO TRIM STONE VENEER —� FINISHED FLOOR RIGHT SIDE ELEVATION (New) ICE AND WATER SHIELD OVER 15/32' C -ID PLYWD. OR 1/16' 0.5.8. SHEATHING 4x4 P.T. IUD. COL. UJ/ STUCCO FIN. 16'(H) C.M.U. KNEEWALL 40'(H) C.M.U. KNEEWALL DEAR ELEVATION (New) y F-1 CJL�Ci�Cll�❑� rinn�innn��� �I�J'�LJII LJIJ-1 L 1�'Fi-1 Fr I [F7 F17 [7- [F- I F1 - I F1 7 - -v- - r:� _ _ i �■ p,=INS ■ � �� rte• 4' CEMENTITIOUS TRIM ---- FRONT'' FRONT'' ELEVATION (New') DECOR. CEMENTITIOUS FIN. 12 NEW BEAR HT. � V -O' A.F.F. EXIST BEAR HT. 6' ALUMN. FASCIA d ALUMN. SOFFIT —-DECOR. CEMENTITIOUS FIN. 01-0. FINISHED FLOOR \--GR,4)F= .�12 � 4 (NEW CABLE) V- O' A.F.F. EXIST BEAR HT. — STONE VENEER 01-m' d1 FINISHED FLOOR w z z a 0 SGALE: 1/4" = 1'-0° o VERSION 4 z M LL 0Z CL O „� ®cd c �'- a z m CSA 0 W > C13 > W Ld E �' o W °a. O° w C Ld rn o Cd W z r o T z Q I �>SCALE: '�4" = 1'-ol' n a CL W W w N 0 O N M Fz wVd w in z mZ� O o N 000 00 vi N Q O O N 2 = = O lJl r -Y �"+ COO -♦• C7 wmN3. elfQ O �C )-,2 U O o Q W 0 F2-~�¢.. w w 2 FF--• z� UJ w D vmi 3_w c� F- z �� azw�uNi'�0 0 LdLLJ `n FQ- F :Dvl � z w z w U 0 X 6 NO a Z3. n 2 Vl X p- 3� z w Z Oz z 0 W a N 0 0 W �0 CRUD Z Z F- a v�ainw m 3 m 3 z Q O w w= U 0 Z CC F Ln co PROJECT NO.: IMAH4a L4 DATE: (o JUL 200-1 DRAWN BT- X w ,. m`'> w�s NEST N ;• o� SCALE: 1/4 ° kzd-1------------------ Q tl, 51MP50N A-34 GABLE -END CLIP WD. TRU55-- �\ 3-I0d NAILr--, ADD, BRACE IF DIM, 'A' 15 GREA THAN (o' -O' SEE SHEATHING SCHEDULE 2X4 BRACE 3-I0d NAILS BACKSIDE —\ SIMPSON A-34 CLIP 2X4 BRACE 2 -loci NAILS,/ 1 PRE-ENGINEERED WD. TRU55E5 3 -loci NAILS 2 - loci NAILS BACKSIDE 2-IOd NAILS 2X4 BLOCKING FIRST TRU55 SPACE SEE ROOF PLAN FOR LOCATIONS 51MP50N META 16 ® MA50NRY CONC. TIE BEAM WALL OR 51MP50N L5TA 12 * FRAME WALL THI5 DIM, TO BE GREATER THAN OR ® 24" O.G. EQUAL TO DIM, 'A' SHEATHING NAILING; SCHEDULE lo) GABLE TRUSS 3-10d NAIL BACKSIDE 3 -loci NAILS 2X4 HORZ. CONT. BRACING ABOVE 2X4 BLOCKING W/ 3-10d IN BLOCKING IN 2-10d IN EA. TOP 15/32' C -D PLYWOOD OR 1/16' O.S.B. SHEATHING OF TRUSS BTM. CORD. LENGTH AS INDICATED ON ROOF PLAN — W/ 8d NAILED AS FOLLOWS: 4' O.C. ALL EDGES AND TOP 4 BOTTOM CORD MEMBER 6O.C. ALL INTERMEDIATE WEBBING 7 - GABLE -END TRUSS BRACING DETAIL q .2'-0' �. 3'-0" 12 6 12 6 12 I(o'-8' SPAN TRUSS - T 4 12 SCALE: N/A SCALE: 1/4" = P-0" 7'-4" 3'-0' -4; 13'- 4' 24'-4" SPAN TRUSS - T 3 17'-4" SPAN I1'-4" TRUSS T 1 MEN 5CALE: 1/4" = P-011 SCALE: 1/4" = 1'-011 SCALE: 1/4" = P-0 SIMPSON META 16 a 24' O.C. TO GABLE END TRU55 BTM. CORD FXI&T G;,45L E AlIlk 1 Omtl i RAN a 2 4' O.C. NOTE TRU55 MANUFACTURER AND BUILDER TO VERIFY ALL TRUSS SPANS, PITCHES, BEARING HEIGHTS, CEILING HEIGHTS AND BEARING LOCATIONS BEFORE TRU55 FABRICATION. "RAT RUNNER" z 2X4 HORZ. CONT. BRACING 0 ABOVE 2X4 BLOCKING W/ 3-12d w IN BLOCKING 4 2-12d IN EA. TOP OF TRUSS BTM. CORP. LENGTH AS INDICATED ON ROOF PLAN TRUSS BTM CORD z Lu V) z "BLOCKING" o 2X4 BLOCKING FIRST TRU55 0 SPACE Q z 0 V) 8 -GABLE END BLOCKING 1SC . m" W a_ F- NEW BEARING WALL SCHEDULE O z w G CEILING SCHEDULE (A.F.F.) 3. 0 EXIST CLG. 9'-4' 0 w w Q FRAME 8'-0' o: ci x 1450 15IMPSON META 16 9-I0dxl''/2 EMBED. 4' w w 12-IOdx11'/2 I EMBED. 4' SPECIAL TIES 1680 (2) SIMPSON MTS 12 g' -Imo" CLCD. 1-1060'/2 EA. c� z a (2) 5IMP50N MTS 12 1-I0d EA. 1-I0d EA. m m (2) SIMPSON HTS 16 O F- NEW BEARING WALL SCHEDULE O TYPE BEAR. HT. (A.F.F.) LOCATION 0 C.M,U, 9'-4' EXTERIOR Q FRAME F- NEW BEARING WALL SCHEDULE O TYPE BEAR. HT. (A.F.F.) LOCATION A C.M,U, 9'-4' EXTERIOR B FRAME 8'-0' EXTERIOR 1450 15IMPSON META 16 9-I0dxl''/2 EMBED. 4' 2235 15IMP50N HHETA 20 F_ D O 3 Q 4 r Q z ROOF NOTES o w I. WHERE MULTIPLE TIES ARE AT ONE BEARING E N PLATE: TIES TO BE ANCHORED AT OPPOSING Q ''�'*` N c1 SIDES OF THE BEARING PLATE TO MAXIMIZE 04 SEPARATION OF NAILING PATTERNS 0 to 2 DASHED LINE DENOTES PORTION OF EXISTING O OVERHANG TO BE REMOVED8 ILL ODBL. 2X12 WD. BEAM 9'-4' BE0RJ-LT.7 ¢ O O 2x6 RAFTERS FLUSH W/ TRUSS TOF�'xCORD: oz ! cV kn W/ I(od a 4" O.G. STAGGERED a 321 QVERLAP "::: cV a TRU55 4 51MP50N MTS 12 OR N5 a 2•x6 PLATE fui 2 ,- M `' ` xxo O2x6 PLATE W/ SIMPSON MTS 12 a 48' O.C. m TIED TO ROOF TRUSSES BELOW = T O2x4 VERT. SUPPORT UNDER RAFTER W/ 3-10d w a RAFTER 4 SIMPSON MTS 12 a ROOF TRUSS z BELOW OGABLE END 'X' BRACING - SEE DETAIL 1/A-5 0 0 "RAT RUNNER" o VERSION 4 2 X 4 HORZ. CONT, BRACING W/ 3-16d IN EA. TOP OF TRU55 BTM. CORD. z LENGTH AS INDICATED ON ROOF PLAN a it W/ 2 X 4 BLOCKING a FIRST TRU55 SPACE z LL FROM GABLE TRUSS o SEE DETAIL 8/A-5 0 0 Q ; DRILL 3/4" X 6'(D) HORZ. INTO EXIST CONC. FTG. 12' 05 REBAR TO BE EMBED. ro' EXIST C.M.U. WALL -\V/ INTO 3/4' HOLE FILLED W/ 2 -PART NON -SHRINK EPDXY (TYP. 48' O•C.) EX15T CONCRETE 5LA5 4' CONCRETE SLAB W/ 6x(O, 10/I0 WWF _ 0R FIN. FLR \-ro MIL VAPOR BARRIER a„ I - "5 REBAR EX15T FTG. 4REINF. — CONTINUOUS EX15T MONO. FTG./TURNED EDGE GONG. FILLED BLK. CELL W/ II11 (1) 05 ROD VERT. CONT. FROM C.M.U. II II FTR TO TIE BEAM W/ 25' LAP m BTM. 4 10' HOOK m LINTEL 4" CONCRETE SLAB W/ 6x6, ID/ID WWF II II FIN. FLR. 35" 05 REBAR TO BE EMBED. 6" INTO EX15T CONCRETE SLAB 3/4' DRILLED HOLE IN EX15T FTG. FILLED W/ 2 -PART NON -SHRINK EPDXY EXIST FTG. 4 REINF. 4 EXTENDED INTO NEW C.M.U. WALL 25" EX15T MONO. FTG./TURNED EDGE/SL,A5 OVER Q—'a R EXTEiRIOR C.M.U. WALL 4' CONCRETE SLAB EXIST CONCRETE 5LAE3-' EX15T FTG, 4 REINF. 8" �1 EX15T MONO. FTG./TU \-6 MIL VAPOR BARRIER I - 05 REBAR CONTINUOUS EDGE/5LA5 OYER EX15T FRAME WALL 2 x 4 FRAMING EX15T CONCRETE 5LA5-\ % ANCHOR BOLTS EMBED. l' W/ 3'x3'x'ia' WASHER m 24' O.G. 0'- 0' z FIN. FLR _ M f GRADE EX15T FTG. 4 REINF. 12'xlv'xI5'(D) GONG. PAD W/ (2) "5 EA. WAY DRILL 3/4' X ro"(D) HORZ. 6 MIL VAPOR INTO EXIST CONC. FTG. 12" BARRIER 12' "5 REBAR TO BE EMBED. 6" CLEAN, COMPACTED INTO 3/4' HOLE FILLED W/ 2 -PART TERMITE TREATED FILL NON -SHRINK EPDXY (TYP. 48' O.C. EXIST MONO. FTG./CONC. f= AD l � P05T/COL. BEYOND (SEE PATIO DETAIL FOR ANCHORING) 4' CONCRETE SLAB W/ 6x6 '10/10 WWF GRADE VARIES OR FIBERMESH � F 6 MIL VAPOR BARRIER L m� 1/ " K� 2 - 05 REBAR CONTINUOUS THICKENED EDGE 12" S REBAR TO BE EMBED, 6' INTO 3/4' HOLE FILLED W/ 2 -PART NON -SHRINK EPDXY (TYP. 48' O.C.) DRILL 3/4' X 6'(D) HORZ. INTO EXIST CONC. FTG. 4' CONCRETE SLAB W/ 6x610/10 WWF OR FI5ERME5H -7 CONC. FILLED BLK CELL W/ (U 05 ROD VERT. CONT. FROM 4' CONCRETE SLAB pal FTR. TO TIE BEAM W/ 25' LAP W/ (Ox6 10/10 WWF I m BTM. 4 10' HOOK m LINTEL OR FI5ERME5H I I U -� CONC. SLAB FIN. FLR ° N JI ' al 6 MIL VAPOR II J G �� BARRIER - — COMP. — CLEAN, COMPACTED ° �° _ GRADE TERMITE TREATED FILL cil U1 I� 2 - 05 BARS N STORY) VERT. W/ 25' LAP 4 Li 10' HOOK m FTG. MONO, FTG. (TYf. . C.M.U. WALL 12'-8"Ld EX15T FRAME WALL 2 x 4 FRAMING EX15T CONCRETE 5LA5-\ % ANCHOR BOLTS EMBED. l' W/ 3'x3'x'ia' WASHER m 24' O.G. 0'- 0' z FIN. FLR _ M f GRADE EX15T FTG. 4 REINF. 12'xlv'xI5'(D) GONG. PAD W/ (2) "5 EA. WAY DRILL 3/4' X ro"(D) HORZ. 6 MIL VAPOR INTO EXIST CONC. FTG. 12" BARRIER 12' "5 REBAR TO BE EMBED. 6" CLEAN, COMPACTED INTO 3/4' HOLE FILLED W/ 2 -PART TERMITE TREATED FILL NON -SHRINK EPDXY (TYP. 48' O.C. EXIST MONO. FTG./CONC. f= AD l � P05T/COL. BEYOND (SEE PATIO DETAIL FOR ANCHORING) 4' CONCRETE SLAB W/ 6x6 '10/10 WWF GRADE VARIES OR FIBERMESH � F 6 MIL VAPOR BARRIER L m� 1/ " K� 2 - 05 REBAR CONTINUOUS THICKENED EDGE 12" S REBAR TO BE EMBED, 6' INTO 3/4' HOLE FILLED W/ 2 -PART NON -SHRINK EPDXY (TYP. 48' O.C.) DRILL 3/4' X 6'(D) HORZ. INTO EXIST CONC. FTG. 4' CONCRETE SLAB W/ 6x610/10 WWF OR FI5ERME5H -7 FOUNDATION DETAILS- ­ EXISTING CONC. SLAB 54'-0" 19'-0" L (1) 05 VERT. CONT. W/ 25' LAP 4 lo" O' -I' -I" �o'-I" ll' -3" 16'-3" 17'-4" J CU 05 VERT. CONT. HOOK v FTG. (TYP 19'-S" 17'-S" 10'-4' S'-0" 0'-0' W/ 10' HOOK e FTG., END A TOP OF KNEEWALL (TYP. ^ CIRCLE) 8 GA. - . . . . m.:4�) _ " " c� I /4-6 I Ido -�o II -5 6 -3 I -2 0'-0" 6 N i a all EXISTING U -� CONC. SLAB w 6 MIL VAPOR BARRIER SUNKEN 5NOWE' FOUNDATION DETAILS- ­ EXISTING CONC. SLAB 54'-0" 19'-0" L (1) 05 VERT. CONT. W/ 25' LAP 4 lo" O' -I' -I" �o'-I" ll' -3" 16'-3" 17'-4" J CU 05 VERT. CONT. HOOK v FTG. (TYP 19'-S" 17'-S" 10'-4' S'-0" 0'-0' W/ 10' HOOK e FTG., END A TOP OF KNEEWALL (TYP. ^ CIRCLE) 8 GA. - . . . . m.:4�) _ " " c� I /4-6 I Ido -�o II -5 6 -3 I -2 0'-0" 6 N FINISHED• FLOOR' 2 31-1 011 P.Y.C. UNDER. SLAB FOR A/C , CHASE A.1 -1.U. W) 4 iI I � I I 2 FINISI.IED'F1,00t� `r' 'WALL �\ I I `r 11' -ID" " • c0 0'-0' EX16T FIN15HED FLOOR I A 31 4' WALL U - 5-1 I EXISTI - - -jo 5 6" i' EE T- WA WA L II / i I I 60'X(00' TUB I _ POT FILLERTI 12 r �{ LAY. A -(o I� LAI .' II ii I- -1 S�ti� N IL �W CHASE UNDER SLAB IIII - ;Y HB j FOR ELEC. TO - CABINET ISLAND 2'-0" Ill, 2 11 U EXIST " 13'-I1" EXIST II F _ _ _ _ _ _ _ _ _ EXIST II C II 5'-0' I F-1 II n EXIST I I II I EX15T EXIST EXIST EXIST I I I I I I I -4' II II II I EX16T I I I I r -F_ I I II r I II I -4- 131—EX15T '® L — — — —— - - II -—- --- Ex16T 1717. �t 12" 10--4- 12'- 4' D'-4"12'-4" -go HB no EXIST OWN �► •vc'-,t,w :i=,�.. s.� aim• ,a'as .t+,a.; 5 .k�'b; r. ,: &'a vi z U V) w ❑ m x x 3 w 0 z w V) z 0 U o i!1 N i a U -� w 42"x42" Ci V) PAD FOR W z COMP. — w X U1 a X Li w 12'-8"Ld I- NEW z z co .9 p®_ 0'-m' :12" 4's./ 1 4 0—el 4• N N FINISHED• FLOOR' 2 31-1 011 P.Y.C. UNDER. SLAB FOR A/C , CHASE A.1 -1.U. W) 4 iI I � I I 2 FINISI.IED'F1,00t� `r' 'WALL �\ I I `r 11' -ID" " • c0 0'-0' EX16T FIN15HED FLOOR I A 31 4' WALL U - 5-1 I EXISTI - - -jo 5 6" i' EE T- WA WA L II / i I I 60'X(00' TUB I _ POT FILLERTI 12 r �{ LAY. A -(o I� LAI .' II ii I- -1 S�ti� N IL �W CHASE UNDER SLAB IIII - ;Y HB j FOR ELEC. TO - CABINET ISLAND 2'-0" Ill, 2 11 U EXIST " 13'-I1" EXIST II F _ _ _ _ _ _ _ _ _ EXIST II C II 5'-0' I F-1 II n EXIST I I II I EX15T EXIST EXIST EXIST I I I I I I I -4' II II II I EX16T I I I I r -F_ I I II r I II I -4- 131—EX15T '® L — — — —— - - II -—- --- Ex16T 1717. �t 12" 10--4- 12'- 4' D'-4"12'-4" -go HB no EXIST OWN �► •vc'-,t,w :i=,�.. s.� aim• ,a'as .t+,a.; 5 .k�'b; r. ,: &'a vi z U V) w ❑ m x x 3 w 0 z w V) z 0 U o i!1 N i a U -� w 42"x42" Ci V) PAD FOR W z COMP. — w X U1 a N FINISHED• FLOOR' 2 31-1 011 P.Y.C. UNDER. SLAB FOR A/C , CHASE A.1 -1.U. W) 4 iI I � I I 2 FINISI.IED'F1,00t� `r' 'WALL �\ I I `r 11' -ID" " • c0 0'-0' EX16T FIN15HED FLOOR I A 31 4' WALL U - 5-1 I EXISTI - - -jo 5 6" i' EE T- WA WA L II / i I I 60'X(00' TUB I _ POT FILLERTI 12 r �{ LAY. A -(o I� LAI .' II ii I- -1 S�ti� N IL �W CHASE UNDER SLAB IIII - ;Y HB j FOR ELEC. TO - CABINET ISLAND 2'-0" Ill, 2 11 U EXIST " 13'-I1" EXIST II F _ _ _ _ _ _ _ _ _ EXIST II C II 5'-0' I F-1 II n EXIST I I II I EX15T EXIST EXIST EXIST I I I I I I I -4' II II II I EX16T I I I I r -F_ I I II r I II I -4- 131—EX15T '® L — — — —— - - II -—- --- Ex16T 1717. �t 12" 10--4- 12'- 4' D'-4"12'-4" -go HB no EXIST OWN �► •vc'-,t,w :i=,�.. s.� aim• ,a'as .t+,a.; 5 .k�'b; r. ,: &'a vi z U V) w ❑ m x x 3 w 0 z w V) z 0 U o i!1 0 Q z 0 V) L0 2 w m z w V) Lo w X a X Li w 2 I- 0 z z co m 0 I V) Don Bolden Eng. Inc F (Donald G. Bolden, P.E. Florida Reg. # 47524 E Cert. of Auth. # 26030 P.O. Box 530783 DeBary, FL. 32753 N w z a 0 O :2 0 w VERSION 4 z z °C C FL - o � oO U 0 CL > C� C ❑Z Z W U) zr ® z >_ .� E w U 0 W ® ° �3 °o z 3 m O crj Cc o U U z Q w } >. F- z� O (s) (1) 0u� Q � ET -4(Y W ©� w 2 vi 6 p v) U W Nw W ,� Vwi 002 N DEMOLITION NOTES w C'0' a J M s ow UJ v F O� o z z � rn O ❑ E m N EXISTING KITCHEN PLUMBING 4 FIXTURES _ 5 o .. oN N TO BE RELOCATED AS PER PLAN 0 w m oN 3 �+ m o + m �0�3-j z OEXISTING MASTER BATH PLUMBING 4 FIXTURES TO BE RELOCATED AS PER PLAN o � o V) w 0 O SHADED AREA DENOTES PORTION OF EXISTING ° _ ¢ a o GONG. SLAB TO BE REMOVED FOR SUNKEN w-' ' y w > w w SHOWER = z a ❑w w o 0 N 0 z30w azOi�iv��t❑ OPOUR NEW ±4" THK. CONC. SLAB OVER EXISTING zw m v ❑ z o Q '-'� PATIO CONC. SLAB < o � z z : c� x Q zz 2 �0zV) U ❑wOfd❑ O31" "5 REBAR TO BE EMBED. rv' INTO m 0 u o o � z =' z W �w 3/4' DRILLED HOLE IN EX15T FTG. a U5 ¢ U5 w m 3 m 3 ? oouu FILLED W/ 2 -PART NON -SHRINK EPDXY o o z o 3 4 EXTENDED INTO NEW G.M.U. WALL 25' N Z N > PROJECT NO.: Of 1MAH4aL(o PARTITION SCHEDULE m DATE: (o JUL 200-1 W DRALUN 5Y, EXISTING C.M.U. WALL - - - - - - am J.T. TO REMAIN w # "€ EXISTING FRAME WALL TO REMAIN �NEET NO'l Ld SCALE 4-011 WARAt A ELECTRICAL } >: 110 V> DUPLEX OUTLET "\ '/2 HOT, 11/2 SWITCHED CEJ 110 V. DUPLEX OUTLET (t)=0- WATERPROOF 110 V. DUPLEX - OUTLET FLOOR OUTLET ® 220 V. DUPLEX OUTLET z 220 V. DISCONNECT PRE -LOIRE FOR CLG, FAN J PRE -WIRE FOR GARAGE 1 DOOR OPENER O SWITCHED OUTLET IN SOFFIT Vk SINGLE POLE SWITCH 0,,, 3 -WAY SWITCH {i}' 4 -WAY SWITCH -V�q DIMMER SWITCH 0 G.F.I. SWITCH �� CEILING MOUNTED LIGHT W I FIXTURE CEILING MOUNTED PENDANT W LIGHT FIXTURE WALL MOUNTED LIGHT ' V v FIXTURE ® RECESSED LIGHT FIXTURE � WALL SCONCE + CHANDELIER FLOOD LIGHT FIXTURE = SURFACE MOUNTED FLUORESCENT FIXTURE FLUORESCENT FIXTURE Ii TRACK LIGHT FIXTURE ) THEATRICAL STRIP I g ;oma " a 1 O CEILING FAN W W 0 0:2 V M � wo LJ m0� a Z zn V) N rn ¢ co o co 'n N CEILING FAN W/ =moo N7 p (n .., H m 0 + LIGHT FIXTURE Lu C'4 Oa , o ® EXHAUST FAN ®Q EXHAUST FAN/LIGHT COMBO. o a MOTOR ELECTRICAL PANEL w = TELEPHONE —N- TELEVISION JACK f�� CHIME d S.D. SMOKE DETECTOR -� PUSH E3UTTON Q J Z' d0 -j W ¢0 3 � z w z zoz JUNCTION BOX (AUDIO) V~icl zoUwo C7Up SPEAKER (AUDIO) QT THERMOSTAT PARTITION SCHEDULE MA50NRT WD. FRAMFD NEW WALL TO F3E II CONSTRUCTED EXISTING WALL TO --� REMAIN Z U V) W _ w w 0 z w V) z 0 U p Z Z O N W CL z Ld3 p w Ld w IL X w L11 U Z z m m 0 V) u - D 0 _ CL r z ¢ 0 p w z U w m 0 M w Of 0 z Lj w 0 V) _ 3 w z z m 0 0 w z z p w a. 0 U a 0 0 w U z ¢ U w U O 0 a w w m 0 0 Z oc �'�n w n ln� ,' U) ,z v 0 W L- 0 0 ccv 'rDU Q41:! Ll c F � �� W -- 0 it 'X Ngo \� F (Don Bolden Eng. Inc Donald G. Bolden, P.E. Florida Reg. # 47524 Cert. of Auth. # 26030 P.O. Box 530783 '\.DeBary, FL. 32753 VERSION 4 505'ET Nc� ` N V` Jl -1 } >: zLL CEJ < z O - cli O C z cd J Z U o c L-- > ` -v U C) 0 0 �� 3 W I o t. � W U N Q T 505'ET Nc� ` N V` Jl -1 } >: \ z :0 0 N tt>�: r m = w _ I g ;oma " a d N W W n W W 0 0:2 V M � wo LJ m0� a Z zn V) N rn ¢ co o co 'n N = =moo N7 p (n .., H m 0 + U CR Lu C'4 Oa , o 'u -Fro w �00U- U o a Iwo¢ w 0 V) 0 U o w w = w H_ZQ Ld WV) U O w O Z370w pw., V °'p F -F_ W z W U V p tY (¢j V) H� ¢ = F' Q J Z' d0 -j W ¢0 3 � z w z zoz Of V~icl zoUwo C7Up vU-i p p w mO Z Z H O r.. O Vl ¢ N w m� m� Z U U OU pz L M > PROJECT NO.: IMAH4a L.E D,4TE: ro JUL. 2001 V) V) DRAWN 5Y: X J.T.R./i INNIS 505'ET Nc� ` N V` Jl -1 CONC, FILLED C.M.U. 'U' LINTEL W/ (I) "5 CONT. 8' MASONRY EXTER. WALL - SEE FLOOR PLAN FOR VERT, REINF. W/ CONC. FILLED BLK. CELL W/ (1) 05 BAR CONT, 12' 15 REBAR TO BE EMBED. 6' INTO 3/4' DRILLED HOLE IN EX15T FTG. FILLED W/ 2 -PART NON -SHRINK EPDXY 4 EXTENDED INTO NEW FTG. Co" Iro'x20'(D) CONT. MONO, FTG. W/ (2) 05 g' -A' A P r- Q. NEW W1 8'-0' AFF. EXIST WALL HT. 18' 05 REBAR TO BE EMBED. (o' INTO 3/4" DRILLED HOLE IN EX15T LINTEL FILLED W/ 2 -PART NON-5HRINK EPDXY 4 EXTENDED INTO NEW LINTEL 12" EXISTING MASONRY WALL AND TIE BEAM SEE FLOOR PLAN FOR VERT. REINF. W/ CONC, FILLED BLK. CELL W/ (1) 05 BAR CONT. 8' MASONRY EXTER. WALL 35' 05 REBAR TO BE EMBED. ro' INTO 3/4' DRILLED HOLE IN EX15T FTG. FILLED W/ 2 -PART NON-5HRINK EPDXY 4 EXTENDED INTO NEW C.1 -1.U. WALL 25" -00 FINISHED FINISHEDIG/FLR L NEW 4' CONC. SLAB W/6X6 EXISTING FOOTING "ICO WELDED WIRE MESH NEW ADDITION EXISTING STRUCTURE L,,31,,.—NEW WALL ADDITION m UTL. RPANTRY V-41 AF.F. CONC, FILLED C.M.U. •�z�_ NEW WALL HT. 'U' LINTEL W/ (1) 05 CONT. II u d 8'-0' AFF. OIt EXIST WALL HT. I u u tl I 8" MASONRY EXTER. WALL II II U IS' 15 REBAR TO BE EMBED. Co' INTO II II 3j4' DRILLED HOLE IN EX15T LINTEL SEE FLOOR PLANFOR II D FILLED W/ 2 -PART NON -SHRINK EPDXY VERT. REINF. W/ CONC. 4 EXTENDED INTO NEW LINTEL 12' FILLED BLK. CELL W/ u Y (1) 05 -BAR CONT. DII EXISTING MASONRY u WALL AND TIE BEAM u u II II II II 12" 05 REBAR TO BE EMBED. 6" INTO p B 3/4' DRILLED HOLE IN EX15T FTG. II FILLED W/ 2 -PART NON-514RINK EPDXY p M 4 EXTENDED INTO NEW FTG. 6' II -0.,7d 1a p •' _ � 1&'40'(D) CONT. MONO. FTG. • i ,� FIN15HED FLR. W/ (2) "5 CONT, EXISTING FOOTING NEW ADDITION EXISTING 5TRUCTURE 30 _ NEW WALL ADDITION (CMU _ CMU) SCALE: 1/2" = I'-0' SCALE: '/2' = I'-0' EXISTING GONG. FILL C.M.U. LINTEL W/ REIN EXIST 8XSXI(o G.M.U. )ED 2 I EXISTING C.M.U. ''WALL SCALE: I ; V-0` EXISTING CON(. FILL CM.U. LINTEL W/ REIN EXIST SXSXI6 C.M.U. THE FOLLOWING LUMBER GRADES SHALL BE THE MINIMUM ACCEPTABLE GRADE UNLESS OTHERWISE NOTED: MAX. STUDS HEIGHT MAXIMUM HEADER STUD SPAN (FT.) O.C. 6' GRADE CONSTRUCT. STUD 15' 18' 24" (2) L5TA IS OR Ess A 16" lo' -0' 9' -rot T CONNECTOR "A" HEADER sTUDS II II II II I I NO LLINCHOR� I I I II RE(dUIRED II II II II II CONNECTOR '5' I I II II II II 12' I1'-0" 10'-2' 9'-8" NUMBER OF HEADER 24" 5TUD5 SUPPORTING (2) RT 20 END OF HEADER Irv" ll' -8" 9'-6' 1 2 1 2 2 2 24' UNSUPPORTED NUMBER OF FULL - WALL HEIGHT LENGTH STUDS OF 11'-0" EACH END OF HEADER 10' 2 2 3 3 3 3 OR LESS (I)5PTI OR (2) 5PTI OR (4) 5PTI OR (4) 5PTI OR II II N II I I NO1, NCHOR4' I I II RE(dUIRED I III S" GREATER 2 2 3 3 4 4 THAN 10 = FOOTER W/(2) 05 CONT. SCALE: '/2' = I'-0' EXISTING GONG. FILL C.M.U. LINTEL W/ REIN EXIST 8XSXI(o G.M.U. )ED 2 I EXISTING C.M.U. ''WALL SCALE: I ; V-0` EXISTING CON(. FILL CM.U. LINTEL W/ REIN EXIST SXSXI6 C.M.U. THE FOLLOWING LUMBER GRADES SHALL BE THE MINIMUM ACCEPTABLE GRADE UNLESS OTHERWISE NOTED: MAX. BEARING STUD HEIGHT TRUSS t) 24' O.C. o STUD SPECIES O.C. a2 GRADE CONSTRUCT. STUD 2X4 SPRUCE HEM -FIR DOUGLAS 24" (2) L5TA IS (3) L-5TA IS A 16" lo' -0' 9' -rot T CONNECTOR "A" HEADER sTUDS II II II II I I NO LLINCHOR� I I I II RE(dUIRED II II II II II CONNECTOR '5' I I II II II II 12' I1'-0" 10'-2' 9'-8" 50. Y. PINE 24" 9'-0' (2) RT 20 (2) RT 22 Irv" ll' -8" 9'-6' 8'-ro' 12' 12'-I0' I0'-5" 9'-I' 2X6 SPRUCE HEM -FIR DOUGLAS 24' 12'-0' 10'-0' 16' 13'-9' 11'-0" 12' 11'-0" 13'-8' SO. Y. PINE 24' 13'-9' lo' -4" lro" 16'-0" 12'-10" 12' 19'-0' U.S.P. (I)5PTI OR (2) 5PTI OR (4) 5PTI OR (4) 5PTI OR II II N II I I NO1, NCHOR4' I I II RE(dUIRED I III S" STUD NOTE: HEADER 4 FULL LENGTH STUDS TO BE TIED TO EACH OTHER W/ loci -w 12" TRUSS OR ROOF O.C. STAGGERED FRAMING MEM5ER6 SIMPSON L5TA 12 m EA. END SIMPSON L5TA 12 9 24' O.0 DBL, TOP PLATE 8 uIDP�LE �_ CONNECTORS MAXIMUM HEADER. SPAN (FT.) TRUSS t) 24' O.C. o CONNECTOR 31 W/ (1) ROD VERT. W/ 10' HOOK w FTG. 9 12' TRU55 BEAR HT. 5IMP50N (1) LSTA 12 (2) LSTA 12 (2) L5TA IS (3) L-5TA IS A ,.: T CONNECTOR "A" HEADER sTUDS II II II II I I NO LLINCHOR� I I I II RE(dUIRED II II II II II CONNECTOR '5' I I II II II II co w (2) SIMPSON L5TA 18 C.M.U. WALL F U.S.P. (1) RT 20 (2) RT 20 (2) RT 22 (2) RT 22 STUDS 5IMP50N (2) 5PI OR (3) SPI OR (4) SPI OR (4) 5PI OR CONNECTOR 'A' (2) SP4 OR (3) 5P4 OR (4) 5P4 OR (4) H5 8 (2) H5 (3) H5 (4) H5 LTT 205 HEADER STUDS U.S.P. (I)5PTI OR (2) 5PTI OR (4) 5PTI OR (4) 5PTI OR II II N II I I NO1, NCHOR4' I I II RE(dUIRED I III S" (1) HCPL (2) HCPL (4) HCPL (4) HCPL CRIPPLE 5IMP50N H5,H2.5, OR H4 TOP 4 5TM. OF EACH STUD $TUD5 U.5.P. HCPL TOP 4 BTM. OF EACH STUD STUD NOTE: HEADER 4 FULL LENGTH STUDS TO BE TIED TO EACH OTHER W/ loci -w 12" TRUSS OR ROOF O.C. STAGGERED FRAMING MEM5ER6 SIMPSON L5TA 12 m EA. END SIMPSON L5TA 12 9 24' O.0 DBL, TOP PLATE 8 uIDP�LE �_ IGTH 1D5 z TRUSS t) 24' O.C. o HEADER W/ (1) ROD VERT. W/ 10' HOOK w FTG. -31- 4' A.F.F. o TRU55 BEAR HT. N _ _ N FULL WALL LEI ST HEADER ,.: T CONNECTOR "A" HEADER sTUDS II II II II I I NO LLINCHOR� I I I II RE(dUIRED II II II II II CONNECTOR '5' I I II II II II co w (2) SIMPSON L5TA 18 C.M.U. WALL F 'a STRAPS W/ 1-10d m P057 FILLER 0� �'("� STUDS Co. O C FINISHED FLOOR 0 CONNECTOR 'A' FULL LEI u Z WALL sT = U HEADER STUDS CO •i >• • . WELDED WIRE MESH o II II N II I I NO1, NCHOR4' I I II RE(dUIRED I III S" - U II II II 11 CONNECTOR "g' I I II II II II Iro'(W) X IS'(D) CONG. MON = IGTH 1D5 GTH IDs F11111111 ii! Oil )ED 28 m NEW OPENING IN EXISTING C. .U, WALL. SCALE: 11/2 - 1'-01 COMPOSITION 5HINGLE5 OVER 30 LB. FELT ON 15/32' C -D PLYWD. OR 1/1(o' O.S.B. SHEATHING SIMPSON MT5 12 TRUSS ANCHOR (UNLESS OTHERWISE NOTED ON ROOF PLAN) MTL. DRIP EDGE 9'-4' A.F.F. NEW BEAR. HT. f- 8'-0" AFF. EXIST BEAR HT. 11 DBL. 2X12 IUD. BEAM 14 (2) 5IMP50N LSTA IS STRAPS W/ 1-106 m POST 4 1-106 -0 BEAM (I STRAP EA. SIDE) 4x4 P.T. WD. COL. WOOD BEAM CORNER POST 5C: 1/2" = 1'-0' COMPOSITION SHINGLES OVER 30 LB. FELT ON 15/32' PLYWD. OR 1/16" 0.5.5. SHEATHING 5IMP50N MTS 12 — MTL. DRIP EDGE------,, ' ALUMN. FASCIA 6x6D W. 5U5 -FASCIA--/ � 2 i' 1 ALUMN VENTED / SOFFIT 4X4 P.T. WD, COL. ---'II I 5IMP50N A5U44 POST BASE W/12 -16D NAILS OR (2)1/2' BOLT FASTNERS TO POST RED -HEAD TRUBOLT WEDGE 5/8' ANCHOR EMBED 5' MIN, SLEEVE ANCHOR TO SLAB - V) z 0 V) w 0 x w I - z 3 w 0 z w z 0 U 0 z z 0 Lu Lu CL DBL. 2X12 WD. BEAM W/ 1/2' PLYWD. FLITCH 0 w In uj w w x 3 -LAYER STUCCO FINISH ON GALV. MTL. uj PAPER -BK RIBBED LATHE ATTACHED = TO SHEATHING m 6" O.C. EA. WAY z BEAM DETAIL - A 5c: I' = I'-�" a U- F_ D 0 x 3 PRE-ENGINEERED z TRUSS t) 24' O.C. o W/ (1) ROD VERT. W/ 10' HOOK w FTG. -31- 4' A.F.F. o TRU55 BEAR HT. N _ _ N FULL WALL LEI ST HEADER ,.: T CONNECTOR "A" HEADER sTUDS II II II II I I NO LLINCHOR� I I I II RE(dUIRED II II II II II CONNECTOR '5' I I II II II II co w (2) SIMPSON L5TA 18 C.M.U. WALL F 'a GTH IDs F11111111 ii! Oil )ED 28 m NEW OPENING IN EXISTING C. .U, WALL. SCALE: 11/2 - 1'-01 COMPOSITION 5HINGLE5 OVER 30 LB. FELT ON 15/32' C -D PLYWD. OR 1/1(o' O.S.B. SHEATHING SIMPSON MT5 12 TRUSS ANCHOR (UNLESS OTHERWISE NOTED ON ROOF PLAN) MTL. DRIP EDGE 9'-4' A.F.F. NEW BEAR. HT. f- 8'-0" AFF. EXIST BEAR HT. 11 DBL. 2X12 IUD. BEAM 14 (2) 5IMP50N LSTA IS STRAPS W/ 1-106 m POST 4 1-106 -0 BEAM (I STRAP EA. SIDE) 4x4 P.T. WD. COL. WOOD BEAM CORNER POST 5C: 1/2" = 1'-0' COMPOSITION SHINGLES OVER 30 LB. FELT ON 15/32' PLYWD. OR 1/16" 0.5.5. SHEATHING 5IMP50N MTS 12 — MTL. DRIP EDGE------,, ' ALUMN. FASCIA 6x6D W. 5U5 -FASCIA--/ � 2 i' 1 ALUMN VENTED / SOFFIT 4X4 P.T. WD, COL. ---'II I 5IMP50N A5U44 POST BASE W/12 -16D NAILS OR (2)1/2' BOLT FASTNERS TO POST RED -HEAD TRUBOLT WEDGE 5/8' ANCHOR EMBED 5' MIN, SLEEVE ANCHOR TO SLAB - V) z 0 V) w 0 x w I - z 3 w 0 z w z 0 U 0 z z 0 Lu Lu CL DBL. 2X12 WD. BEAM W/ 1/2' PLYWD. FLITCH 0 w In uj w w x 3 -LAYER STUCCO FINISH ON GALV. MTL. uj PAPER -BK RIBBED LATHE ATTACHED = TO SHEATHING m 6" O.C. EA. WAY z BEAM DETAIL - A 5c: I' = I'-�" a U- F_ D 0 x 3 PRE-ENGINEERED z TRUSS t) 24' O.C. o W/ (1) ROD VERT. W/ 10' HOOK w FTG. -31- 4' A.F.F. o TRU55 BEAR HT. N _ _ N 1/2' EXT. DRYWALL u a f^ c� ,.: DBL. 2X12 WD. BEAM O co w (2) SIMPSON L5TA 18 C.M.U. WALL F 'a STRAPS W/ 1-10d m P057 :::,:: LL 4 1-106 -0 BEAM (I L-51MP50N NUC 412 HANGER STRAP EA. SIDE)W/ 10 -loci v BEAM 4 18-1/4'x2'/4' TAPCONS tv WALL o z END BEAM TO LINTEL ) uj 0 a T 3 w 3 -LAYER STUCCO FINISH ON GALV. MTL, z a PAPER -BK RIBBED LATHE ATTACHED :2 TO SHEATHING e 6" O.G. EA. WAY 0 0 U - VERSION 4 16'(H) CONC, FILLED BLK CELL 05 z W/ (1) ROD VERT. W/ 10' HOOK w FTG. Z ¢ 2 q FL (END -0 TOP OF G.M.U.) o II 0- o z O Z3 i - GRADE �j 0 -0" 0� �'("� Q Co. O C FINISHED FLOOR 0 O (d (REFERENCE ONLY) u Z (n II'. ,II � A z z L 4' CONC. SLAB W/6X6 ICO/10 = U Z CO •i >• • . WELDED WIRE MESH o Oui S" - U E Iro'(W) X IS'(D) CONG. MON = FOOTER W/(2) 05 CONT. a Q . •� O w O �.�( ca ��+co > w m 4 PATIO COL./BEAM DETAIL SCALE: 1/2' = 1'-0'0 (1) V . 04 z Q w COMPOSITION SHINGLES OVER 30 L5. FELT ON 15/32' C -D PLYWD. OR 1/Iro' O.S.B. SHEATHING 5IMP50N META 16 TRU55 ANCHOR I� (� (UNLESS OTHERWISE O do > 2x6 RAFTEFI�- NOTED ON ROOF PLAN) U) 4 m 24' O.C. -EXIST ROOF DECK MTL. DRIP EDGE -EXIST PRE-ENGINEERED WD. TRUSS 6' ALUMN. FASCIA OVER ( 2X6 5U5 -FASCIA ' 6' ALUMN. FASCIA OVER BATT. INSUL. CR -19 MIND ALUMN VENTED 5OFFIT- 2X6 5U5-FA5CIA 11 u EXISTING DRYWALL ALUMN VENTED SOFFIT I (REPLACE IF NECESSARY) II u � 8x8xlo C.M.U. I1 u 1/2" DRYWALL OVER 2 MIL VAPOR, 11 BARRIER OVER R-3 INSUL. GEMENTITIOUS FINISH II u 11 CONC. FILLED BLK. CELL W/ (1) 05 ROD VERT. CONT. FROM FTR TO TIE BEAM W/ 25' LAP 35' 05 REBAR TO BE EMBED. ro' INTO u m BTM. 4 10' HOOK LINTEL 3/4' DRILLED HOLE IN EXIST FTG. II u FILLED W/ 2 -PART NON -SHRINK EPDXY 4 EXTENDED INTO NEW C.M.U. WALL 25' NEW 4" CONC. SLAB W/6x6 "10 WELDED WIRE MESH �� II V FINISHED FLOOR n ° EXIST CONT. CONC. FTG, EXIST 4" CONC. SLAB 2 — C.M.U. WALL. BUTLER'S R' PANTRY .,,,,,1 A. ALUMN. WINDOW CEMENTITIOUS FINISH P.C. CON(. $ILL 5X5X16 CM.U. GRADE c!J (1) 05 VERT. W/ 25' LAP 4 10' HOOK 10 FTG. c Iro'x20'(D) CONT. MONO. FTG. W/ (2) 05 CONT. I ( 4 `U �jj 1 TYP. r W 8 r Q g � ee� N 9' - 4' A.FF. c) ' ,/rm© s TRUSS BEAR. HT. w BATT. IN5UL. (R -I9 MIN.)vi ~ o n 1/2' DRYWALL z Z o (; 0 N N1 a ONG. FILLED 'U' CMU LINTEL a w W w w W/ C U "5 BAR CONT. o n M� wvix LINTEL HEADER ? m z a 0. (SEE LINTEL SCHED, < F coL6 FOR TYPE 4 REINF.) z x� o N m o + 0 WN N 3 it a O ~ir�J w Z)OOw v O V)W N Q cz� W x W O I W 2~tY U U p Of rz1 �¢ y w w x �¢ _ www X vwi O z3: P: W d Z OC,., V) 4$p wW—Fr NI<I-�w Z DRYWALL OVER 2 MIL VAPOR. a `-`' z w 0 -,10 ° z� BARRIER OVER R-3 INSUL. w o z N U-_ o w o0 ZUww N -� w , 0 0 U Z Z F - p W¢Ww m � m � Z 0U U 0 Z Ir II -- CON(. FILLED BLK. CELL W/ v) (1) "5 ROD VERT. CONT. FROM z II II FTR TO TIE BEAM W/ 25' LAP I111 Q BTM. 4 10' HOOK IQ LINTEL > PROJECT NO.: 11 N IM"4H4aL6I 11q w 1 0'-0" x DATE: ° j1Q, FINISHED FLOOR Co JUL 2001 II' (REFERENCE ONLY) V) U , w DRAWN Bi: 11 x J.T. V" Z ;,eq- ,0 4' CONC. SLAB W/ &Xro 010 WELDED w �� WIRE MESH OVER 6 -MIL. VAPOR m BARRIER ON GLEAN, WELL COMPAC ' ti SHEET NO -' V-4- TERMITE TREATED FILL � WALL All C.M.U. WALL SCALE: �= 1'-0" SHINGLES =SUBTERRANEAN TERMITE PROTECTION _----- FRAME OR CMU SILL, JAMBS 4 HEADER VENEER (SEE ELEV.) FELT PAPER CLEARANCE BETWEEN EXTERIOR WALL MOISTURE BARRIER (WD. FRAME 0 4"x5" 26 GAUGE GALY. ALUMN. ROOF SHEATHING COVERINGS AND FINAL EARTH GRADE )) ONLY) �' ON THE BUILDING SHALL NOT BE LE55 II 2-16d TOE NAIL a RIDGE BEAM FLASHING W/ Ilia' ELECTRO GALY. THAN 6 INCHES, (FBG 1403.1.6) EXCEPT: II EXPAN51ON STRIPS RECOMMENDED 'a JAMB ROOFING NAILS a 6' D.G. W/ ALL TRUSS TOP CORD MEMBER 1. PAINT OR DECORATIVE CEMENTITIOU5 p II 2x8 RIDGE BEAM WEATHER PLASTIC ROOF CEMENT FINISH LE55 THAN gib' THICK ADHERED 4 INSERT 05 ROD IN 2-aD (FRAME) OR (1) 3/Iro X IIi2' TAPCON = ABY. 4 BLIU. FLASHING 2a GAUGE GALY. ALUMN. DRIP DIRECTLY TO THE MASONRY FOUNDATION EPXOY FILLED DRILLED (MASONRY) TO F5TN' ANCHOR TO JAMB EDGE W/ Ilio' ELECTRO GALY. 51DEWALL. Z II 51MP50N L5TA 12 W/ s SHINGLES ROOFING NAILS �1 4' O.C. W/ ALL 2. ACCESS OR VEHICLE RAMPS WHICH � 11 HOLE -- ANCHOR IN HORIZONTAL JOINT ABY. � WEATHER PLASTIC ROOF CEMENT RISE TO THE INTERIOR FINISH FLOOR ELEVATION II FIRST COURSE OF BLOCK AND ON 10-ISd WHEN RAFTER FELT PAPER BTWN. FELT PAPER 4 SHINGLES FOR THE WIDTH OF SUCH RAMPS ONLY. N II M 010 24" O.C. OF REMAINING CRS. ANCHOR TO EXCEEDS 6'-0' p 4 CON(. SLAB W/6X6 � (FIRST IS' FROM EDGE) BE INSTALLED W/ PANEL REINFORCEMENT z 3. A FOUR INCH INSPECTION SPACE ABOVE II WELDED WIRE MESH 4-1rod TOE NAIL 2xa RIDGE vwi PATIO AND GARAGE SLABS AND ENTRY AREAS. 11 PANEL REINF. BEAM INTO LAST TRUSS TO II 7 4. IF THE PATIO HAS BEEN 501L TREATED FOR '5 GA HOT DIPPED GALY., FORM VALLEY RIDGE TERMITES, THE FIN15H ELEVATION MAY MATCH 0'-0' 11 GRO55ROD5 S" O.C., 2' WIDE 5TD. 4 laia" z ul THE BUILDING INTERIOR FINISH FLOOR FINISHED FLOOR WIDE FOR TRIMLINE BLK. 2x6 CONY. FRAMED ¢ ELEVATION ON MA50NRY CONSTRUCTION ONLY. RAFTERS z C > � ROOF SHEATHING 5. MASONRY VENEERS pp `� "� W LJ MORTAR PREPARED ACCORDING TO ASTM V ■� CONDENSATE LINES AND ROOF DOUG! SPOUTS SHALL 0210 FOR TYPE N 12 Ul TRUSS TOP DISCHARGE AT LEAST ONE FOOT AWAY FROM THE DRILL 3/4' DIA. HOLE ro" (MIN.) or:N CORD MEMBER STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND INTO FILLED CELL W/ EA. RAFTER TIED a O'J 111 PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS -PART 2 -PART EPDXY TO 2x6 PLATE w/ z 11 WITH DOWN SPOUTS ARE REQUIRED ON ALL BUILDINGS SEE FOUNDATION PLAN FOR � W WITH EAVES OF LESS THAN SIX INCHES HORIZONTAL FOOTER SIZE AND REINF. SEALANT (SILICONE TYPE) RECOMMENDED SIMPSON MTS 12 OR N 2.5 3 N PROJECTION EXCEPT FOR GABLE AND RAKES OR ON A 4 FTG. TYPE FLASHING METAL DRIP ROOF ABOVE ANOTHER ROOF.' IR HALL NOT BE r n CO AND RISERS FOR SPRAY HEADS SHALL NOT BE � � � Q � � INSTALLED WITHIN ONE FOOT OF THE BUILDING 51DEWALL, TH15 APPLICATION COMPLIES WITH THE LETTER IN INTENT OF THE STANDARD w [ {- 2x4 COLLAR TIE W/ 3-10d ANGLE s�a�-E: 2 ' I�-� EDGE SCALE: 211 = �I^SII (FBC 1503.4.4) BUILDING CODE AND THE DETAILS OF REINFORCEMENT AS PUBLI5HED BY THEID Z AN APPROVED PHYSICAL BARRIER SHALL ALSO BE AMERICAN CONCRETE INSTITUTE, SPECIFICALLY 316-a9. EA. END EVERY THIRD L - W > w PAIR OF RAFTERS OR FOR n' 11 0 LL INSTALLED FROM BELOW THE WALL SILL PLATE OR EXTERIOR GLA55 BLOCK 5PEC5. FOR 120 MPH WIND LOAD: EA. tv SPANS OVER 10'-0' _ QJ U N `� c SHINGLES FIRST BLOCK COURSE HORIZONTALLY TO EMBED IN A MORTAR JOINT. IF MASONRY EXTENDS BELOW GRADE, A r MAX. PANEL SIZE: 50 SQ. FT. ~ :}r= X W T CO MEMBER TERMITE PROTECTIVE TREATMENT MUST BE APPLIED TO 33 DOWEL REPLACEMENT DETAIL z ,r � � TRUSS OP RD E BER THE CAVITY CAVITY CREATED BETWEEN THE VENEER z ROOF SHEATHING AND TH62OUNDATION, IN LIEU OF A PHYSICAL BARRIER 17 GLASS BLOCK DETAIL 2x4 VERT. SUPPORT UNDER 2x6 PLATE W/ m FELT PAPER BRICK, STONE, OR OTHER VENEER SHALL BE SUPPORTED MTS 12 a48' O.G..C. TIED TO o BY A CONCRETE BEARING LEDGE OF SUCH THICKNESS RAFTER REQUIRED FOR SPANS ) ROOF TRUSSES BELO AS REGaUIRED BY CHAPTER 14, WHICH 15 POURED OVER 12'-0" W/ 3-ISd a EA. END W Don Bolden Eng. Inc 24'(W) 26 GAUGE GALY. ALUMN, FLASHING INTEGRALLY WITH THE CONCRETE FOUNDATION. NO TAPCON SCREW TRUSS TIE SCHEDULE DECOR. CEMENTITIOU$ Donald G. Bolden, P.E. W/ Ilia' ELECTRO GALY, ROOFING SUPPLEMENTAL CONCRETE FOUNDATION POURS WHICH ALUMN. WINDOW FINISH o Florida R $ 47524 WILL CREATE A HIDDEN COLD JOINT SHALL BE USED NAILS 6' O.C. W/ ALL WEATHER UPLIFT LIMITS FOR USE OF TAPCON SCREWS WITH (INSTALLED AS PER 2x4 PLATE W/ 51MP50N MT5 12 Cert. of Auth. # 26030 PLASTIC ROOF CEMENT ABY. WITHOUT SUPPLEMENTAL TREATMENT IN THE FOUNDATION 3 4 BLU.). FLASHING (FBC 5 THERE 15 AN APPROVED PHYSICAL BARRIER S I M P S 0 N M T S M 16 or U.S.P. RT -20 MANUF. SPECS.) aX6Xl6 G.M.U. Q 45' O.C. TIED TO ROOF TRUSSES BELOW � P.O. aB x F 0383 CLEARANCE- BETWEEN WOOD SIDING AND EARTH ON THE MIN. SCREW EMBEDMENT: .1 1 /2 Q EXTERIOR OF A BUILDING SHALL NOT BE LE55 THAN 6 0 - INCHES INCHES EXCEPT WHERE SIDING, SHEATHING, AND WALL SCREW SCREWNO, OF SCREWS UPLIFT LATERAL " 37 e VALLEY CONv. FRAMING DTLz FRAMING ARE OF APPROVED PRESERVATIVE TREATED DIAMETER: LENGTH: s . z WOOD OR APPROVED NATURALLY DURABLE WOOD. (FBC 2204.2.6) „ „ DECKS, FENCES, PATIOS, PLANTER5, OR OTHER WOODEN 3/16 1 3/4 MIN. 4 800 275 BUILDING COMPONENTS THAT DIRECTLY ABUT THE W to z 51DEWALL OF THE FOUNDATION OR THE STRUCTURE SHALL STRAPS MAY BE DOUBLED FOR I(o00 LB&. UPLIFT BE CONSTRUCTED 50 AS TO PROVIDE: I. IS INCHES CLEARANCE BENEATH, OR 4 &00 LB& LATERAL LOAD I%' DRYWALL w ;`.. F N Ix4 P.T. WINDOW BUCK W/ m �j 2. 6 INCHES CLEARANCE BETWEEN THE TOP OF THE Ix6 P.T. FURRING STRIPS COMPONENT AND THE EXTERIOR WALL COVERING 1. SCREWS TO BE EMBEDDED IN CONC. FILLED LINTEL BLK. OR TAPCON5 AS PER SCHEDULE o OR, CON(. FILLED BLK. CELL '�� 3. HAVE COMPONENTS ES T ARE EASILY REMOVABLEFLASHING BY SCREWS OR HINGES TO ALLOW ACCESS FOR 2. CALCULATIONS BASED ON THE ALLOWABLE LOADS = `� X � �LL A ::•:;:, INSPECTION OF THE FOUNDATION 51DEWALL AND (REPORT #3370, ICBO) X 133% UPLIFT FACTOR. WINDOW JAMB DETAIL w o VALLEY &GALE: 2 - 1'-0 TREATMENT FOR TERMITES. (FBG 2304.4.'1) SCALE: I' = I'-0' .'';, 3. TAPCONS MUST BE INSTALLED AS PER MANUF. SPEC, o z N f:"••.q. N SUBTERRANEAN TERMITE FRE -ENGINEERED TRUSS w 43'x12' GALV.'ALUMN. OFF -RIDGE PROTECTION 24 O.G. x I� VENT W/ 11/4' ELECTRO GALY. g ROOFING NAILS w 6' O.C. W/ ALL 1-I06 a TRUSS O WEATHER PLASTIC ROOF CEMENT DECOR. CEMENTITIOUS SIMPSON MT5M 16 OR FIN15H I12' DRYWALL $ �' ABY. 4 BLU.), FLASHING U.S.P. RT -20 TWa` w TIE ALUMN. WINDOW LINTEL HEADER z SHINGLES (INSTALLED AS PER (SEE LINTEL SCHEDULE ¢ \ \ WOOD 15A5ED EXTERIOR FELT PAPER SHEATHING (O.S.B. or PLYWDJ MANUF. SPECS) FOR TYPE 4 REINF.) zo ix6 P.T. FURRING STRIPS ROOF SHEATHING // \ C4) 3/16" X 13/4' 15 LB. FELT DRAINAGE PLANE PRECAST LINTEL FILLED a VERSION 4 TAPCON SCREWS Ix4 P.T. WINDOW BUCK W/ W TRUSS TOP \ W/ CONC. W/ (1) 05 CORD MEMBER \ GALY. MTL. PAPER -15K F K BAR CONT. EMBEDDED I I/2" MIN. ASTS NS AS PER a < > 6t _ \ \ RIBBED LATHE FASTENER SCHEDULE z ,C{ u- 3 -LAYER STUCCO FINISH a' C.M.U. WALL � Z ca � (1/a'NOM. THICKNESS) WINDOW HEADER DETAIL J - DRAINAGE PLANE OVERLAP o O C ca CONTROL BEAD FLASHING (� �y SCALE: I" = I'-0" o 2x4 F MING HOLE \\ AND MEMBRANE STRIP OVER 32 .� OPTIONAL TRUSS TIE SCALE: 3/4' I'-0' 0 z RA WOOD FRAME / MASONRY ALUMN. WINDOW Q W I IN SHEATHING FOR VENT = j INSULATION (INSTALLED AS PER U m Q O � 0 s MANUF. SPECS.) d TRUSS TOP CORD BEYOND GENERAL NOTES \ \ METAL OR PLASTIC IUD. OR MARBLE SILL o Z 0 '� �° p ° °> EXPANSION JOINT P.C. CONC. SILL 1. WOOD FOR STRUCTURAL CONDITIONS TO BE GROUP 11 SPECIES OR MINIMUM b > a r� Q 1300 P.S.I. O �U O OFF -RIDGE TOP OF °° ° ° ° ° MEMBRANE STRIP COVERING 2. SEE MANUFACTURERS SPECIFICATION FOR REQUIRED FASTENERS TO ATTACH GARAGE a vJ � m C�{ 3 MASONRY WALL , \ � DECOR. CEMENTITIOUS DOOR, ENTRY DOORS, If DOORS AND WINDOWS TO BUILDING. GARAGE DOOR w �V �^ ° °° WOOD FRAME /MASONRY Q O � VE &...ALE: 2" = V-0" ° '' ° ° FINISH "BUCKS' SHALL BE ATTACHED TO STUDS WITH Sia' X 4' BOLTS, SPACED EACH 24' O.G. m �- INTERSECTION UNDER Ix2 P.T. FURRING STRIPS O V ' ' p � \ EXPANSION JOINT EQUAL TO WITH MINIMUM OF 3 BOLTS. N PROTECTO WRAP 5T-20xL 9' axaX16 C.M.U. V VENEER (SEE ELEV.) o ° o WIDE TO EXTEND 2' BELOW 3. ALL DOORS 4 WINDOWS SHALL MEET MANUFACTURERS INSTALLATION REQUIREMENTS IN ° \\ \\ THE CM.U, Ii2' DRYWALL ACCORD WITH SBCCI COMPLIANCE REPORTS ui 4'x5' 26 GAUGE GALY. ALUMN. ° p D FLASHING W/ 11i4" ELECTRO GALY. 4. 501L MUST BE TERMITE TREATED AND ALL PROVISIONS OF FBG SHALL BE MET. ° ° p ° ° ' o , ROOFING NAILS m 6" O.C. W/ ALL p \ \ DECORATIVE WEATHER PLASTIC ROOF CEMENT ° . ° CEMENTITIOUS FINISH ~ ABY. 4 BLW, FLASHING ° ° p \ \ MTL. DRIP EDGE Z �\ O SHINGLES EDSEE ELEV. FOR ¢ GE OF MASONRY WALL WINDOW SILL DETAIL (n E T_ 4 r FELT PAPER FASCIA SIZE 4 TYPE SCALE: 1' = 1'-0' Li Sdx111/2" STAINLESS STEEL e g m � FLASHING qb GABLE/WALL &GALE: 2 1'-0" ROOF ASSEMBLY DETAILS SHEATHING TYPE Sc FASTENING: 15/32' C -D PLYWOOD OR 1/16" O.S.B. SHEATHING W/ ad RING SHANK NAILS 'D 4" O.C. ON EDGES AND FIRST FOUR FEET OF ROOF SHEATHING FROM ALL EDGES, AND 6" O.C. tP SHEATHING INTERIOR FELT PAPER TYPE & FASTENING: COMPOSITION 30 LB, FELT OVER SHEATHING W/ `/a' CAPPED ROOFING NAILS Q 6' O.C. 'a OVERLAPS 4 12' O.G. 1w FELT INTERIOR SHINGLE TYPE & FASTENING: COMPOSITION COMPOSITION SHINGLES W/ (6) 11/4" ELECTRO GALY. ROOFING NAILS -w EA. SHINGLE W/ FULL SHEATHING PENETRATION VENT TYPE & FASTENING: 4'-0" x 2'-0" GALY. OFF -RIDGE VENTS W/ 11/4' ELECTRO GALY. ROOFING NAILS -w 6" O.C. FLASHING TYPE & FASTENING: COMPOSITION STUCCO EXPANSION JOINT DTL. &GALE: &H= r-011 NAILS 24" D.G. BUCK: ALUMN VENTED SOFFIT ALUMN. J -CHANNEL NAILED BUCK: ` ♦♦° W/ adx11�2" �" o.c. Ix4 P.T. S.Y.P. (STUD GRADE) 42 -- SOFFIT (;% FRAME WALL SCALE: I" = I' -D' FASTENER&: 1/4" X 2" TAFCON C11i4' EMBED. INTO CONC.) HEADER BUCK FASTENERS WINDOW FLANGE SIZE NO, OF F5TNR6. EA, END IX .� • 0 I \< ♦ I 1/2 3X 2 ♦♦♦ 2 3X ♦ ♦ I X6 3 I RID(-rE .♦♦ / 3 XS I I 20a0- 3OaO 3 \�l v ♦ �, ro I 3050 W/ (1) SIDE LITE 4 3 3080 W/ (2) SIDE LITES 4 1 3 v � O J wUa, - i (STUD GRADE) 42 -- SOFFIT (;% FRAME WALL SCALE: I" = I' -D' FASTENER&: 1/4" X 2" TAFCON C11i4' EMBED. INTO CONC.) HEADER BUCK FASTENERS WINDOW FLANGE SIZE NO, OF F5TNR6. EA, END IX 2 1/2 3X 2 2X 2 3X 2 OR " 3/1(o" X 21/2 " TAFCON SIDE BUCK FASTENERS WINDOW FLANGE .SIZE NO. OF FSTNR$. EA. SIDE X2 2 X3 2 X4 2 X5 2 X6 3 Xl 3 XS 3 Ix4 P.T. S.Y.P. (STUD GRADE) FASTENER&: 1/4 " X 2 " TAFCON (11/4" EMBED. INTO CONC.) OR 3/1(o" X 21/2" TAF=GON (13/4' EMBED. INTO CONC.) Sia x1V2 LATH STRIP tv 24' O.C. W/ 3-56xl'i2" tv (13/4' EMBED. INTO CONC.) FASTENER SCHEDULE DOOR 51ZE MIN. " F5TNR5. EA. SIDE HEAD SINGLE DOOR DBL. 206a - 2aro6 3 2068 - 3068 3 2 3066 W/ (1) SIDE LITE 3 3 3066 W/ (2) 51DE LITES 3 3 20a0- 3OaO 3 2 3050 W/ (1) SIDE LITE 4 3 3080 W/ (2) SIDE LITES 4 1 3 FASTENER SCHEDULE DOOR SIZE MIN. M F5TNR5. EA.BIDE HEAD DOUBLE DOOR DBL. 206a - 2aro6 3 3 DBL.306a 4 4 DBL. 3068 W/ (2) SIDE LITE$ 4 5 DBL. 2050 - 2680 4 3 DBL. 2850 - 3050 4 4 DBL. 3080 W/ (2) SIDE LITES 5 5 W N V) r 61 W V) z 5 zQN " V) a- N W W WV) W N W X O J wUa, M - I w z mz� a a _ V) ¢ o cD o L6 L6 S M06 .., q m N d + I- -1 Z) 0 W V O V)Wo¢ W a V)wsw =tea � OU o � F=-- ~ ¢ l¢iW ul W = Q ~Is O 6 W U 0 W tY OW V) v� TRUSS TOP CORD z - - p a w � V) w0 LLI 1X4 P.T. BUCK W/ TAPCON FASTENERS 1X4 P.T. BUCK W/ TAPCON FASTENERS L w C 7 W �Z ¢ �zwc� Z o U p m z = V)i�p= 3 z w z zZ (� O Z W U � O �� d� ENGINEERING SPEC&. ENGINEERING SPECS. � Q z = z � og ®I W V)¢(nw m3: m 3 z UU Ej WIND LOAD FACTOR UP TO: -44.1 LBS. PER 50. FT. MASONRY WIND LOAD FACTOR UP TO: -44.1 LBS. PER 5Q. FT. o o z � � BUCKF2,' MIN OPENING +35.9 LBS. PER 50. FT. _ HEADER +35.9 LBS. PER SQ. FT. MTL. DRIP EDGE WINDOW LOCATION MAY BE AT ANY POINT ON A WALL �- DOOR LOCATION MAY BE AT ANY POINT ON A WALL v) HEADER z X HEADER > PROJECT NO.: WINDOW 15 LOCATED BELOW 30' ABOVE THE GROUND BUCK 4 BUCK FASTENER REQUIRED TO BE WITHIN 4' OF BUCK END w SIDE 1MAH4aL52 SEE ELEV. FOR BUCK a NO CL05ER THAN 2' FROM BUCK END w FASCIA SIZE 4 TYPE FASTENER REQUIRED TO BE WITHIN 4' OF BUCK END 51DE �t SIDE Lu PATIEH:p NO CLOSER THAN 2' FROM BUCK END E:ucK BUCK FASTENERS TO BE SPACED EQUALLY �'(�" 4 FULL EMBED. OF SCREW HEAD INTO BUCK FASTENER TO BE SPACED EQUALLY Lu, WN i3Y adx11i2" STAINLESS STEEL DOOR BUCK TO BE MIN. OF Sia" THK. F .� NAILS a 24" O.C. 4 FULL EMBED. OF SCREW HEAD INTO BUCK DOOR z XJ T.t WINDOW STYLES INCLUDE: SINGLE/DOUBLE HUNG, OPNG. - Q I.� . SOFFIT HORIZONTAL ROLLER AWNING OR FIXED GLASS / ALUMN VENTED n I �. _a 4 '- -1 c u tiln . 1 - _ _ ... . .. �. 3 OFENING- ,a) KITCHEN A-2 SCALE: '/4' = 1'-0" CONC. FILLED BLOCK CELL U1/ (1) S VERT. - W1 25" LAP 4 10' HOOK m FTG. (TYP.) J J I I N Q u DBL. a U> 12' 1 5'-9" 0 0 2668 Q 5'-9' 12" 4'-2' EM `' COVERED. f; N dJ �r 19.7/-21.4 PSF Z � m0 o 0 5O'x2(o'(H) F.G. 50"x26'(H) R . L 50'x26'(H) F.G. ►- 9'.-4' CLG, 8'-4' HDR. z V-4' HDR. V-4' HDR. r m . SLATE FLR-� I W Q u DBL. � U> 12' 1 5'-9" 0 0 2668 5'-9' 12" 4'-2' EM `' COVERED. f; N dJ bj 19.1/-26.4 PSF 19.7/-21.4 PSF Z VATIC? ll' -4" 51411 12" 41-2' 12N LI—�1 19.1/-26.4 PSF 19.7/-21.4 PSF 19.7/46.4 PSF 50'46'(H) F.G. 50'x26'(H) r -. G. 50'x26'(H) F.G. V-4" HDR, 1 S'-4' HDR. S'-4' HDR w—l"Wrar COMP. m L O d — � 0 Q 0 � u HOOD VENT. T e,4' -O' z V) W g,4�w 101-2w O ry W w F - 40'(H) G.M.U. SCREENING OVER 4x4 P.T. WD. PRIVACY WALL 16'(H) C.M.U. WALL COL. (TYP.) o z w V) z 0 W Q u DBL. U> 12' 1 5'-9" 0 0 2668 5'-9' 12" 4'-2' EM `' COVERED. z V) bj 19.1/-26.4 PSF 19.7/-21.4 PSF Z VATIC? 19.7/-26A PSF NEW o 0 5O'x2(o'(H) F.G. 50"x26'(H) R . L 50'x26'(H) F.G. ►- 9'.-4' CLG, 8'-4' HDR. z V-4' HDR. V-4' HDR. w m . SLATE FLR-� UJH-�-- FOYER A.H. EXIST 3'-2" 12'-S' Q 3'-2"w z , W o O z z W z EW a cl_� w Q ui V) Yy41 �� r 8 w x CL `n V) 101-01� ui N cA w SH 36 SH 24 m ' D V-0' HDR. ' _ 8'-0' HDR. Q _ 1.11 WON COMP. m L O d — � 0 Q 0 � u HOOD VENT. T e,4' -O' z V) W g,4�w 101-2w O ry W w F - 40'(H) G.M.U. SCREENING OVER 4x4 P.T. WD. PRIVACY WALL 16'(H) C.M.U. WALL COL. (TYP.) o z w V) z 0 I I � e FAMILY RM. I I' II al EXIST r 42'(H1 1 BAR A-2 ' �t 8 — — — — — — — — — — — — — — — — — >: 1L U ® 20,40KJ N 6 N a • 1 SC/ 14' V-2" 4' 21-10' dJ GLS. DISPLAY c� CHINA F- — _—_-- 2 r — — — -� L — — _. J W Q u DBL. U> 12' 1 5'-9" 0 0 2668 5'-9' 12" 4'-2' EM `' COVERED. z V) bj 19.1/-26.4 PSF 19.7/-21.4 PSF Z VATIC? 19.7/-26A PSF NEW o 0 5O'x2(o'(H) F.G. 50"x26'(H) R . L 50'x26'(H) F.G. ►- 9'.-4' CLG, 8'-4' HDR. z V-4' HDR. V-4' HDR. w m . SLATE FLR-� UJH-�-- FOYER A.H. EXIST 3'-2" 12'-S' Q 3'-2"w z , W o O z z W z EW a cl_� w Q ui V) Yy41 �� r 8 w x CL `n V) 101-01� ui N cA w SH 36 SH 24 m ' D V-0' HDR. ' _ 8'-0' HDR. Q _ I I � e FAMILY RM. I I' II al EXIST r 42'(H1 1 BAR A-2 ' �t 8 — — — — — — — — — — — — — — — — — >: 1L U ® 20,40KJ N 6 N a • 1 SC/ 14' V-2" 4' 21-10' dJ GLS. DISPLAY c� CHINA F- — _—_-- 2 r — — — -� L — — _. J ENTRY EXIST HB W Q u DBL. U> 2668 ( Q 4 V) -INtL — 0 m — O z � UJH-�-- FOYER A.H. EXIST ENTRY EXIST HB — tp Y 4$q' Y I Y I 0101 1 4Y I I Y 1 ' 1 w .'•::ii:' 0 LL tu.l et z a I Q I (� ::i 1/i�•: N ui 1 8- L. I 11U0� — R F_ N :::.•. . U1 R X '- '. i r 111 (01-4- 4 E,' -O' w � Q ( cn 60'x60' Q zz TUB t4 x a c0 x co 6 8 P T. LE INLAQ 0 VERSION 4 T Y M. $AT�4 /4 GLF Q >+ B K ? I Q ' �, S'-0' CLG. o Z '� �{ r- TILE a Q Z 1 n_j !� c C LNDY, i SUN N 0 LL > ca CAB. 1 [p SHO R 1 � HB ® ¢ O E co > U Z � •L C5 Ems° w 36' VANITY U 1 Q 0 AT4-� 2 LL ° -0 °ui o r—� E STc:3 PA Li CD O cacb L— J Z U L- CV 41 a" 1141 S' - 6 " z Q T= I �EI7RM 3 EXIST n 1 151= DW 2 .. EXIST I NIC✓r!E -7 1 -NICHE " I. 1:0'-4' 1.12" W a z V) z — 0 m — 0 — tp Y 4$q' Y I Y I 0101 1 4Y I I Y 1 ' 1 w .'•::ii:' 0 LL tu.l et z a I Q I (� ::i 1/i�•: N ui 1 8- L. I 11U0� — R F_ N :::.•. . U1 R X '- '. i r 111 (01-4- 4 E,' -O' w � Q ( cn 60'x60' Q zz TUB t4 x a c0 x co 6 8 P T. LE INLAQ 0 VERSION 4 T Y M. $AT�4 /4 GLF Q >+ B K ? I Q ' �, S'-0' CLG. o Z '� �{ r- TILE a Q Z 1 n_j !� c C LNDY, i SUN N 0 LL > ca CAB. 1 [p SHO R 1 � HB ® ¢ O E co > U Z � •L C5 Ems° w 36' VANITY U 1 Q 0 AT4-� 2 LL ° -0 °ui o r—� E STc:3 PA Li CD O cacb L— J Z U L- CV 41 a" 1141 S' - 6 " z Q T= I �EI7RM 3 EXIST n 1 151= DW 2 .. EXIST I NIC✓r!E -7 1 -NICHE " I. 1:0'-4' 1.12" t - V) z CL w V) w T t^ o V) U PARTITION SCHEDULE MASONRI' WE). FRAMED o NEW WALL TO BE I 1 0_ i CONSTRUCTED I I o EXISTING WALL TO REMAIN J I z x 0 >- (L 0 U N 2 V) W LU W N W J N V) W 0— x m W x W w m W a V) 0 z z o O z z W z a cl_� w V) w x t - V) z CL w V) w T t^ o V) U PARTITION SCHEDULE MASONRI' WE). FRAMED o NEW WALL TO BE I 1 0_ i CONSTRUCTED I I o EXISTING WALL TO REMAIN J I z x 0 >- (L 0 U N 2 V) W LU W N W J N V) W 0— x m W x W w m 1 12 vi Z 4 (EXIST T1'P.�� w 0 8 w _ 3 Q 8-O'A.FF. ---------------------- i? EXIST BEAR. PT. EXIST BEAR. NT. z Z Z u ii it 1 til I li i- - i o 0 I 1 1 1 tl I I II 11 z C II II I III I II II II I III I II ,I I, o �� IrI's II II I III I II I 1 II 11 I III I II IL - - -- JI � 111 '0 v � g ii ii i ill i it II II o1(J 0 Gi Gi II I I 1 II It W -0 W +�'�u0' - 0' FINISHED FLOOR - - - -----•---- - - - - -- - - - II FINISHED FLOOR Q � NnM z Z IL ,� - X p �u � 8 w w X W� T LEFT SIDE ELEVATION(Existing) SCALE: 1/ " = 1'-0 z m S O Don Bolden Eng. Inc Donald Q. Bolden, P.E. 12 0 Florida Reg. # 47524 E Cert. of Auth. # 26030 4 (EX 15T TYF.� P.O. Box 530783 DeBary, FL. 32753 8 z a 0 o w Lo -- 0 N V-0* ARF. ----------- -- -------- EXIST BEAR. NT. - - - - - Tr a NN EXIST BEAR HT, w N m N C7 Gln EDI I II I III I II I I = {t•, L7 X I I I I I III I I I I I LL. 1 I I II I III i II II w ::•;::' .- . 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HT, w I m cd r- =-I I- =-tr- =-t 1 �- - -=tom- --I -=1 1 I I I I I I I I I I I t I I I I II I I I I II I 1 U CV I I I I I I I II I I I I I I I I 1 II I t I II I 1 z W Q I I 1 I I I I II I I I I I I I I I II I I I II I 1 IL ---- JI IL---- JI IL----- �--�IL ------ - -fit �I jl I 1�1 I I� � I I II I 1 I I I I I I I It I I I I V) I I I I I I I I I I I I I I I I I I I I I 11 I I I I Z I I I I I I I I I I I I I I I I I I I I I II I I I I 3 (n I I i t I I i I I I I I I I a I I I I I I I II I I I I m z L J L _ J L J =_= --====J �L--===_ --- J1L =___� _-_= J, o 0 i t i t II I z 01-0. I I I I I I II I 01-01 a — �1� -- -- L-- --J L---- ----------- II I Z W FINISHED FLOOR ----'----------------- FINISHED FLOOR g LU a (no8V-) - - - - - - - w REAR ELEVATION (Existing) SCALE: 1/4" 1'-0" � 0o�0:::, N vi ow d d w N W I- CILW W 0 p m V) r7 W W O 0. v czD woCL a z � rn <o F 0 N 2 W (`l 3 0- p 0 j Ld cj� p0OLL w U 0 V) < 0w 0-Nwa:W O Op p 1S(✓ L H I- u a a li W W :Lc LLJ 11 11 II 11 f F ~per wUOLJ V) II II tl II II II 0 Z3�=� a z w m II II II II II 11 II II w U w V p iY U a � 3 II II II II II II II II ii II a Hz z O d Z V-0- Ar -,F, I l i I I 11 t t I I I t 11 11 I I a I I I I I 8' - 0' A.F.F. r- 1- 0 a 3 z W a -(D EXIST BEAR. NT. II II j1 11 II II it II 11 11 11 If I II I I II 11 11 If If 11 11 11 11 EXIST BEAR HT. U z oU w w U O o w �� - _ _ r _ _ _ _, DEMOLITION NOTES �,Ua Q z � z LU M 1 it it II II 11 If I II I11 I1 II II II II 11 111 m0 waw= m3m3ZUU FF7 ©®©©©©© M a 1 11 11 11 11 11 I1 1 11 111 It 11 11 11 11 11 III o U�Z(Yt- . 1 .I1 II 11 11 II If I II III II II II II II II II 1 g REMOVE EXISTING PORTION OF C.M.U. WALL cn 1 II 11 II II n 11 I II III II II II 11 11 II III FROM FLOOR TO BTM. OF LINTEL CRS. _ M ©a a X❑M❑E a 1 1 1 I 1� > PROJECTL3 II II II II II I I II III I II II II II II II I II 11 a 11 n 11 t II 111 11 11 If 11 a 11 O REMOVE EXISTING WINDOW FROM HEADER � IMAN4al_3 II 11 II II II 11 1 11 111 It 11 11 11 11 11.-- 111 TO SLAB (EXIST LINTEL TO REMAINJ z ®aa©©©©© III II 11 11 1111 _ _ 111 III __ II it 11 11 II 11 111 DATE: 1 n II 11 n II 11 1 11 III 11 it 11 11 II 11 111 � 6 JUL 2��-I V) 1 II it 1 II II I` TI -rr -tIJ II IIS - n - ,I it II II 11 II 11 I Og REMOVE EXISTING SUN ROOM 1 I I I I a 11 I I I n i i I 11 11 11 I I I 11 11 11 11 n 11 I (CONC. SLAB, WALLS ROOF) z DRAUJN BY: 01-0. (� � (�F 7 F I I i i n 11 i t I I i i I I 11 I I n I I n 11 11 n 11 u 0 -0' W J.T.R. ,qu ❑ ❑ ❑ ❑ ❑ 1 _IL_11__ll_ IL_11 I JI__lll__II__ll__Il__II-- 1-�_--JL-�_-�- J 1 a FINISuI=n FI nnQ FINISI-{ED FLOOR ISD REMOVE EXISTING WOOD SIDING COMPOSITION SHINGLES ON RIDGE VENT z 30 LB. FELT ON 15/32" C -D PLYWD. OR 7/16' O.S.B. SHEATHING 0 it _ ui I I - I A.F.F. I I II o III IIIIU 11 LJ F - NEW BEAR. HT. I I V-01 A.F.F. ,? V) r r EXIST BEAR HT. o r- -- - - - - - -- - - -,-, V z a DECOR. CEMENTITIOUS FIN. O v,C T V) _ °$ Ul 6" STYRO TRIM •Ln Z a 11 wOJ 0 . a IJ ii.• '�� W • i ONE VENEER w no c� FINISHED FLOOR U' � C P. FINISHED FLOOR - - - - . L !ll NEW A/C COMP. EXIST A/C COMP. = V U X W ,: z 8 LEFT SIDE ELEVATION (New) SCALE: 144 ° _ -0 m O V) RIDGE VENT Don Bolden Eng. Inc Donald O. Bolden, P.E. o Florida Reg. # 47524 COMPOSITION SHINGLES ON L- Cert. of Auth. # 26030 30 LB. FELT ON 15/32' C -D PLYWD. COMPOSITION SHINGLES ON 3 P.O. BOX 530783 OR 1116" O.S.B. SHEATHING I l� I 30 LB, FELT ON 15/32' C -D PLYWD. DeBary, FL. 32753 I OR 1116' O.S.B. SHEATHING II I a t I I II z Ii Q I � o 9'- 4" A.F.F. 11 11 IT 11 11 IT 11 11 IT 11 111 IT 111 11 11I0 11 NEW BEAR. HT. :.::` O 8'-0' A.F.F. T (V N EXIST BEAR HT. r - - -.- - - - -, I 2'-0„ m N M I ' I 4x4 P.T. WD. COL. _ f - I W/ STUCCO FIN. w 0 lL i I 6° STYRO TRIM i I fAj 1.' I O N STONE VENEER c i l o^b co I ' i L: OIL FC FINISHED FLOOR INISHED FLOOR w sm DECOR. CEMENTITIOUS FIN. Z a RIGHT SIDE ELEVATION (New) SCALE: 144�'-�0 — " _ " o VERSION 4 I. Cz Ir OMPOSITION SHINGLES rn GOLD -MOPPED ON ICE AND WATER z_ co LL SHIELD OVER 15/32' C -D PLYWD. o Z CV �{ OR 1/16' O.S.B. SHEATHING LLJ o L V 4- ctj Q c O > CU � z 12 12 > V Ji Wo 9' - 4' A.F.F.E NEW BEAR. HT. V-4' A.F.F. o W Q � Q NEW BEAR HT. ; . ; 8'-0' AFF w Q O DECOR. CEMENTITIOUS FIN. . 0 cd >' EXIST BEAR HT. w cd 6' ALUMN. FASCIA W 4 ALUMN. SOFFIT �- U, �'" N .. r, OZ Q T LJ Q Of DECOR. CEMENTITIOUS FIN. N cn o O FINISHED FLOOR FINISHED FLOOR z W g � IL 4x4 P.T. WD. COL. I6'(H) C.M.U. KNEEWALL 40'(H) C.M.U. KNEEWALL w GRADE W/ STUCCO FIN, w x REAR ELEVATION (New) SCALE: 1,4" _ P-0° g zoo ( N N o� 4. WNw (3 n W Y W p O H N M Z J M H wL'j O a \ m z CL Z a D 0- Z O V) O £ W tn V) Q J C0 O N �) 0 W CO N 3: w cr- ::> 0 U- V 12 p V) < a W O 4 (NEW CABLE) 3 Q ,• W } --• �:- F E V L W U c V N Z - W O LLI NQw w�� W F- Z) a V)_ a LLJ F -z Z O a w S'-0' AF.F. S'-0' A.F.F. Itl = N <' 3 � z w z z0z EX15T BEAR. HT. EXIST BEAR HT. z VO w o Z of Z w :2 IL V) V)w m3m3zog 2'-0" 12" ozz� DECOR. CF; FIN. a a a. ®© 0 © a a i 6" STYRO TRIM STONE VENEER w �" W PROJECT NO.: FF I El ❑ � N IMAH4aL4 STONE VENEER w ' — � DATE: [71 © F7 F-1 0 V) 00V) • . � oRAuN BY: 0- 01 -0. -c -'E- r7l a ® a a a © FINISHED FLOOR J.T.R. _ C O'er x C w FINISHED FLOOR '• " ' '' >-• m W SHEET NO.: 4' CEMENTITIOUS TRIM DECOR. CEMENTITIOUS FIN.VA0 _ z -4 V) A c� FRONT ELEVATION (New) '�w SCALE: 1/4" = 1'-0" /- SIMP50N A-34 / PRE-ENGINEERED WD. TRU55E5 GABLE -END z WD. TRU55 TYPE BEAR. HT. (A.F.FJ LOCATION 3-IOd NAIL C.M.U. 9'-4' EXTERIOR 2X4 3-10d NAILS FRAME 8'-0" EXTERIOR BRACE BACKSIDE ¢ ADD, BRACE IF w DIM. 'A' IS GREATS m THAN 6'-0" 2-106 0 r2' NAILS 12-10dx1li2 4 BACKSIDE F- Q SEE SHEATHING (2) SIMPSON MTS 12 SCHEDULE 2-lOd o NAILS z N w Z (2) 51MP50N HT5 16 Lu voi . . 2-10d ¢ Q NAILS x 3 2X4 51MP5ON MGT BRACE Z 3-10d NAILS z BACKS I D E 3-106 5' W/ EPDXY CEMENT NAILS $ NAILS 3-I0d O SIMPSON A-34 -5 NAILS o CLIP LL UJ/ 3-16d IN EA. TOP OF TRUSS BTM. CORD. }' 2X4 BLOCKING a FIRST TRUSS SPACE z SEE ROOF PLAN POR LOCATIONS 0 51MP50N META 16 ® MASONRY CONC. TIE BEAM a WALL OR 51MPSON L5TA 12 0 U * FRAME WALL THIS DIM. TO BE GREATER THAN OR 5' W/ EPDXY CEMENT 0 24" O.G. EQUAL TO DIM. 'A' O PERMANENT TRUSS BRACING 0 5HEATHINC; NAILING SCHEDUI E 2X4 HORZ, CONT. BRACING ACQUIRED BY ALL OF THE FOLLOWING z ¢ ID. GABLE TRUSS ABOVE 2X4 BLOCKING UJ/ 3-10d HDQ8-6D53 IN BLOCKING IN 2-10d IN EA. TOP o w o 15/32' C -D PLYWOOD OR 1/16" O.S.B. SHEATHING OF TRUSS BTM. CORD. LENGTH CEILING TO BTM. CORD OF TRU55 WITH UJ/ 8d NAILED AS FOLLOWS: AS INDICATED ON ROOF PLAN "6 X 1-1/4' DRYWALL SCREW AT 6' O.C. 4' O.G. ALL EDGES AND TOP 4 TO EACH TRUSS ON EDGES, AND 12' O.C, BOTTOM CORD MEMBER TO EACH TRU55 IN THE FIELD 6" O.G. ALL INTERMEDIATE WEBBING RAT RUNNER: 2x4 RAT RUNNER CONT. AT TOP — GABLE—END TRUSS BRACING DETAIL SCALE: N/A 12---------------1 TRUSS ERECTION MAY BE USED WITH SPECIFIED O NAILING OF (2J IOD EACH TRU55. -- - - - - - - - - v w m t� 2'-0' �i-VII SIDES OF TRU55 CONNECTION FOR MAX. NAIL SEPARATION I6' -S' SPAN 4 2 -PLY TRUSSES TO BE THD 28-2 UNLESS NOTED OTHERWISE TRUSS - T 4 1/4" SCALE: = P - 0I, 12 5 0:� 2'-0' 3'-0't 1'-4' 3'-011 -4" 24'-4" SPAN TRUSS - T 3 SCALE: 1/41 = 1'-0 12 6� 2'-0" 17'-4' SPAN TRUSS T 2 SCALE: 1/4 u = 1'-0° 12 6 12'- 0" 3'-0' V) 17'-4" SPAN 5IMP60N META 16 e 24" O.C. TO GABLE END TRUSS BTM, CORD 0 f=- 0 O Q w z EXI&T G�A5L!e.-. TRUSS — T 1 SCALE: 1/4" = I�-��� I ROOF PLAN 11 1 Alt n —. n1.I NOTE TRU55 MANUFACTURER AND BUILDER TO VERIFY ALL TRUSS SPANS, PITCHES, BEARING HEIGHTS, CEILING HEIGHTS AND BEARING LOCATIONS BEFORE TRU55 FABRICATION. "RAT RUNNER"vi 2X4 HORZ. CONT. BRACING z ABOVE 2X4 BLOCKING U1/ 3-12cl `" w IN BLOCKING 4 2-12d IN EA. TOP 0 OF TRUSS BTM, CORD. LENGTH AS INDICATED ON ROOF PLAN TRU55 BTM CORD WE w 3 w O H z W N z "BLOCKING" o 2X4 BLOCKING FIRST TRUSS o SPACE ¢ z O V) SCALE: 1' = 11-0� w a z Lu 3 0 w V) w ch w x w w )- c� z z 0 V) �C CDC 0) Ln V �1 0 Gi Gi 0)88 V'� O� N (nno'' U Q o co f" r Lz Vu X NEW BEARING WALL SCHEDULE Don Bolden Eng. Inc Donald Q Bolden, P.E. O Florida Reg. # 47524 Cert. of Auth. # 26030 P.O. Box 530783 DeBary, FL. 32753 o¢. gnnA TRI IQQ TIG Q('`Wr_r %1 II C (UPLIFT VALUES DO NOT INCLUDE 337. STRESS INCREASE ON STEEL) z O TYPE BEAR. HT. (A.F.FJ LOCATION A C.M.U. 9'-4' EXTERIOR B FRAME 8'-0" EXTERIOR PLATE: TIES TO BE ANCHORED AT OPP05ING ¢ gnnA TRI IQQ TIG Q('`Wr_r %1 II C (UPLIFT VALUES DO NOT INCLUDE 337. STRESS INCREASE ON STEEL) z CONTACT UJ/ PRES5URE TREATED LUMBER TO BE GALVANIZED ROOF NOTES UPLIFT TIE -DOWN J z V) I. WHERE MULTIPLE TIES ARE AT ONE BEARING PLATE: TIES TO BE ANCHORED AT OPP05ING ¢ SIDES OF THE BEARING PLATE TO MAXIMIZE w SEPARATION OF NAILING PATTERNS m ODASHED LINE DENOTES PORTION OF EXISTING 0 r2' OVERHANG TO BE REMOVED 12-10dx1li2 ODBL. 2X12 WE). BEAM m 9'-4' BEAR. HT. F- Q 1680 (2) SIMPSON MTS 12 O2x6 RAFTERS FLUSH UJ/ TRU55 TOP CORD: o UJ/ 16d IT 4' O.C. STAGGERED m 32' OVERLAP z m TRU55 4 51MP50N MT5 12 OR H5 fD 2x6 PLATE w 2520 (2) 51MP50N HT5 16 O2x6 PLATE IU/ SIMPSON MT5 12 0 48' O.C. voi . . TIED TO ROOF TRUSSES BELOW ¢ 21-16d x 3 O2x4 VERT. SUPPORT UNDER RAFTER UJ/ 3-10d 51MP5ON MGT IV RAFTER 4 6IMP50N MTS 12 �w ROOF TRU55 Z BELOW z O GABLE END 'X' BRACING - SEE DETAIL 1/A-5 5' W/ EPDXY CEMENT 1930 O O "RAT RUNNER" o 2 X 4 HORZ. CONT. BRACING LL UJ/ 3-16d IN EA. TOP OF TRUSS BTM. CORD. }' LENGTH AS INDICATED ON ROOF PLAN a IU/ 2 X 4 BLOCKING 10 FIRST TRUSS SPACE z FROM GABLE TRU55 0 SEE DETAIL 8/A-5 a 0 U SINKERS 5' W/ EPDXY CEMENT 8325 O PERMANENT TRUSS BRACING 0 w ACQUIRED BY ALL OF THE FOLLOWING z ¢ ROOF SHEATHING: INSTALLED AS SPECIFIED HDQ8-6D53 IN PLANS o w o DRYWALL: 1/2' DRYWALL INSTALLED AT CEILING TO BTM. CORD OF TRU55 WITH 0 "6 X 1-1/4' DRYWALL SCREW AT 6' O.C. TO EACH TRUSS ON EDGES, AND 12' O.C, w w TO EACH TRU55 IN THE FIELD w 0° RAT RUNNER: 2x4 RAT RUNNER CONT. AT TOP OF TRUSS BTM. CORD IT 16'-0' O.G. WITH (2) 0 IOD AT EACH TRUSS. RAT RUNNERS USED IN (2) SIMPSON FGTR TRUSS ERECTION MAY BE USED WITH SPECIFIED O NAILING OF (2J IOD EACH TRU55. z EA. w m NOTES: gnnA TRI IQQ TIG Q('`Wr_r %1 II C (UPLIFT VALUES DO NOT INCLUDE 337. STRESS INCREASE ON STEEL) CORROSION NOTE: ALL STRAPS AND FASTENERS IN CONTACT UJ/ PRES5URE TREATED LUMBER TO BE GALVANIZED OR Z -MAX UPLIFT TIE -DOWN FASTENER ANCHOR STD. FRAME TIE 455 5IMP50N H3 4-Sd 4-Sd 455 SIMPSON H5 4-8d 4-Sd 840 SIMPSON MTS 12 1-lOdxll/2 1-10dX11/2 STD. MASONRY TIE 1450 SIMPSON META 169-10dx1:1i2 `vO EMBED. 4' 2235 15IMF50N HHETA 20 12-10dx1li2 EMBED. 4' SPECIAL TIES 1680 (2) SIMPSON MTS 12 1-10dxlll/2 EA, 1-10dx1'l/2 EA. 2000 (2) SIMP50N MT5 12 1-10d EA. 1-I0d EA. 2520 (2) 51MP50N HT5 16 8-10dxl'I/2 EA. 8-10dx1ll/2 EA. 4395 5IMP50N MST 31 21-16d 21-16d 3965 51MP5ON MGT 22-10d gig' THRD. ROD EMBED. z Q 5' W/ EPDXY CEMENT 1930 (2) 51MP50N MGT 22-10d EA. gig' THRD. ROD EMBED. p Q Z O Z � O� w 5' W/ EPDXY CEMENT m 3 m 3 ? UU wzW EA, 5250 SIMP50N PTT 22 32-16d gib' THRD. ROD EMBED. SINKERS 5' W/ EPDXY CEMENT 8325 SIMPSON 20-5D61i4x3 '/8' THRD. ROD EMBED. HDQ8-6D53 IUD. SCREWS 6' W/ EPDXY CEMENT 10,500 (2) 51111=50N HTT 22 32-16d gib' THRD. ROD EMBED. 1' SPACE BTWN. A.B.SINKERS EA. 5' IU/ EPDXY CEMENT 5,000 5IMP50N FGTR 18=5DV/4X3 2-1i2'x5" TITEN HD 9,400 (2) SIMPSON FGTR I&-5D51/4x3 2-1i2'x5' TITEN HD EA. (ONE PER SIDE) EA. NOTES: 1. WHERE MULTIPLE TIES ARE USED: LOCATE TIES AT OPPOSING SIDES OF TRU55 CONNECTION FOR MAX. NAIL SEPARATION 2. ALL HANGERS FOR I -PLY TRUSSES TO BE U.5.P. TND 26 4 2 -PLY TRUSSES TO BE THD 28-2 UNLESS NOTED OTHERWISE 3. ALL MASONRY TO TRU5S/FLR, JOIST TIES TO BE SIMP50N META 16 UNLESS NOTED OTHERWISE, ALL FRAME'TO`•TRU55/FLR: J015T TIES TO BE SIMPSON SCALE: 1/4" = 1'-011 MI; VERSION 4 w vi g CL w W F- z F_ _ O LJ LJ (L 0 IL X W _ 0 0 z a C� a O U cn w Ld w V) w J V) V) w X C. X m m w w _ LA z V) w p dt >-% zo� U o W 0 O - V') \ mz a a `vO o co J O wmN3 ?o-� � Z. a: co VJ 3 U) Z E L- •L ® Q Lij w j w w � W U U Lil V) N O < C3 OO V) �¢ w z p U0OdZ3 �� `t J Z z Q r TJ w vi g CL w W F- z F_ _ O LJ LJ (L 0 IL X W _ 0 0 z a C� a O U cn w Ld w V) w J V) V) w X C. X m m w w _ LA z V) w p zo� U o W 0 V) M wQ)a V') \ mz a a Q_ o co z H 0 N .. m I o wmN3 ?o-� z C~jtY�JO :DOOL� W 3 U) UJ V)~= � o w U )- ¢ Q Lij w j w w �32OW W U U Lil V) N z � � a z ,,) � v) ;6 w `wwo� wz V) �¢ w z p U0OdZ3 ¢ `t J Z z NSF=U) 3 - Z w Z z0E3 zUWw Up_jp W �p C�Upp p Q Z O Z � O� w ¢ww m 3 m 3 ? UU wzW 0 z V) Ld 5 0:� CLLu V) w vi g CL w W F- z F_ _ O LJ LJ (L 0 IL X W _ 0 0 z a C� a O U cn w Ld w V) w J V) V) w X C. X m m w w _ LA z V) w p / PROJECT NO.: IMAH4aL-5 DATE: (o JUL_ 2001 DRAUJN BY: J.T.R. SHEET NO.: zo� U o W W W Dow V) M wQ)a V') \ mz a a Q_ o co = 7 00 H 0 N .. m I o wmN3 ?o-� z C~jtY�JO :DOOL� W w v~i00 UJ V)~= � o w U )- ¢ Q Lij w j w w �32OW W U U Lil V) N z � � a z ,,) � v) ;6 w `wwo� wz V) �¢ w z p U0OdZ3 ¢ `t J Z _o W �- J w C.7 NSF=U) 3 - Z w Z z0E3 zUWw Up_jp W �p C�Upp Q Z O Z � O� w ¢ww m 3 m 3 ? UU wzW / PROJECT NO.: IMAH4aL-5 DATE: (o JUL_ 2001 DRAUJN BY: J.T.R. SHEET NO.: EXIST C.M.U. WALL EXIST CONCRETE SLAB—\ 8" EXIST FTG. 4 REINF. EXIST MONO. FTG./TUI` 4' CONCRETE SLAB W/ (Ox6, 10/10 WWF DRILL 3/4' X 6'(D) HORZ, INTO EX15T CONC. FTG. 12" 05 REBAR TO BE EMBED. 6' INTO 3/4' HOLE FILLED W/ 2 -PART NON -SHRINK EPDXY (TYP. 48' O.C.) 4' CONCRETE SLAB W/ 6x(o, 10/10 WWF 0'-0' FIN. FLR. \-(o MIL VAPOR BARRIER \\—I - 05 REBAR CONTINUOUS .D EDGE -2 x 5 FRAMING m 16' O.G. FRICTION BOLT W/ 3'x3°xia' WASHER m 24' O.C., TO BE EMBED THRU NEW SLAB. 4 4' INTO EX15T FTR. 0'-0' d. FIN. FLR EXIST CONCRETE SLABJ EXIST FTG. a REINF. 1 EXIST MONO. FTG./TUSNED E lo-) EXTEizIOR FRAME WALL /SLAB OV EXIST CONCRETE SLAB` �6 MIL VAPOR BARRIER I - "5 REBAR EXIST FTG. 4 REINF. e 8" CONTINUOUS n EXIST MONO. FTG./TUi ,NED EDGE/SLAB OVER, C.M.U. ��'I 6'-1' CONC. FILLED BLK. CELL UJ/ 16'-3" 2 x 4 FRAMING � (U 05 ROD VERT. CONT. FROM 4' CONCRETE SLAB II �I HOOK �w FTG. (TYP.) FTR. TO TIE BEAM UJ/ 25' LAP UJ/ 6x(o 10/10 wu.F I m BTM, d 10' HOOK m LINTEL OR FI5ERME5H p �I MASTER BATH PLUMBING 4 FIXTURES Sia' ANCHOR BOLTS EMBED. I' L W/ 10' HOOK tv FTG., - ,0 W/ 3'x3'x''/a' WASHER m 24' O.G. FIN. FLR. °- c END w TOP OF KNEEWALL = SHOWER Co MIL VAPOR N °11 ° 0 OPOUR N (TYP. m CIRCLE) BARRIER FIN. FLR _ _ .1l D El © 0 El • Z O31" "5 REBAR TO BE EMBED. (o' INTO �� 3j4' DRILLED HOLE IN EXIST FTG. N � FILLED W/ 2 -PART NON -SHRINK EPDXY GLEAN, COMPACTED 4 EXTENDED INTO NEW CJ" 1.U. WALL 25' F- GRADE GRADE TERMITE TREATED FILL EXIST FTG. 4 REINF, u z 12'xl6'xV(D) CONC. PAD ou W/ (2) 05 EA. WAY DRILL 3/4' X 6'(D) HORZ. 2 - 05 BARS N STORY) 16 6 MIL VAPOR (1) 05 VERT. UJ/ 25' LAP 4 12' 10' HOOK m FTG. n MONO. FTG. (TYF. C.M.U. WALL) CLEAN, COMPACTED INTO 3/4' HOLE FILLED W/ 2 -PART TERMITE TREATED FILL NON -SHRINK EPDXY (TYP. 45' O.G.) il EXIST FRAME WALL 1'-1" 6'-1' 11'-3" 16'-3" 2 x 4 FRAMING � z z ¢ HOOK �w FTG. (TYP.) 9 16' O.G. EXIST CONCRETE SLAB z TO BE RELOCATED AS PER PLAN OEXISTING MASTER BATH PLUMBING 4 FIXTURES Sia' ANCHOR BOLTS EMBED. I' L W/ 10' HOOK tv FTG., ,0 W/ 3'x3'x''/a' WASHER m 24' O.G. SHADED AREA DENOTES PORTION OF EXISTING °- END w TOP OF KNEEWALL SHOWER N N 0 OPOUR NEW ±4' THK. CONC. SLAB OVER EXISTING (TYP. m CIRCLE) FIN. FLR crl'm D El © 0 El • • • O31" "5 REBAR TO BE EMBED. (o' INTO 3j4' DRILLED HOLE IN EXIST FTG. cv � FILLED W/ 2 -PART NON -SHRINK EPDXY 4 EXTENDED INTO NEW CJ" 1.U. WALL 25' F- GRADE LO -0x EXIST FTG. 4 REINF, u 12'xl6'xV(D) CONC. PAD ou W/ (2) 05 EA. WAY DRILL 3/4' X 6'(D) HORZ. 6 MIL VAPOR INTO EXIST GONG. FTG. 12' BARRIER 12" "S f;'EBAR TO BE EMBED. 6' A-6 I '- 1(0'-6" 11- 2'1 0'-0' CLEAN, COMPACTED INTO 3/4' HOLE FILLED W/ 2 -PART TERMITE TREATED FILL NON -SHRINK EPDXY (TYP. 45' O.G.) il n^ EXIST MONO, FTG./CONC. FAD POST/COL. BEYOND (SEE PATIO DETAIL FOR ANCHORING) 4' CONCRETE SLAB GRADE VARIES W/ 6x610/10 UJU.F OR FIBERMESH I cv 6 MIL VAPOR ,R BARRIER z cn � 16" 2 - 05 REBAR CONTINUOUS 1 THICKENED EDGE 12' 05 REBAR TO BE EMBED. 6' INTO 3/4' HOLE FILLED W/ 2 -PART NON -SHRINK EPDXY (TYP. 48' O.G DRILL 3/4" X 6'(D) HORZ. INTO EXIST CONC. FTG. 4' CONCRETE SLAB / UJ/ 6x610/10 UJUJF OR FIBERMESH -, EXISTING 8° CONG. SLAB 6 MIL VAPOR BARRIER 1 SUNKEN SHOWER FOUNDATION DETAILS 54'-ol I-1' - 4' (1) 05 VERT. CONT. W/ 25' LAP 4 10' 0'-0° 1'-1" 6'-1' 11'-3" 16'-3" 1T-4" � z z ¢ HOOK �w FTG. (TYP.) CI) "5 VERT. CONT. KITCHEN PLUMBING 4 FIXTURES z TO BE RELOCATED AS PER PLAN OEXISTING MASTER BATH PLUMBING 4 FIXTURES l0'-4" 5'-0' 0'-0' W/ 10' HOOK tv FTG., L0 tO SHADED AREA DENOTES PORTION OF EXISTING °- END w TOP OF KNEEWALL SHOWER N N 0 OPOUR NEW ±4' THK. CONC. SLAB OVER EXISTING (TYP. m CIRCLE) ;, crl'm D El © 0 El • • • O31" "5 REBAR TO BE EMBED. (o' INTO 3j4' DRILLED HOLE IN EXIST FTG. o FILLED W/ 2 -PART NON -SHRINK EPDXY 4 EXTENDED INTO NEW CJ" 1.U. WALL 25' F- LO -0x u Lu ou z N L0 z : A-6 I '- 1(0'-6" 11- 2'1 0'-0' il x I� r 1'. A-6 m 0 H D D. EI D ,;. i I 2": 12'-8' 3'-2" p NEW -' �D—E • , B • .1 q Y •, 1 I 1 I t Y ,® III - Y 12• 0 -41 or VERSION 4 r z z Z � A-6 r �•' T T• — • T •� 6. D ip p w I 31 '4 N FFimst4ED. FLOOR' 4:'� P.V.G. UNpER. • . . ' •, SLAB FOR A/C CHASE A.N.U. W) I ----------- '-'- - ------==-------------- _ - ------------ ------- --.-------------------- --- ,----- .-- - - - 14, 1 42'x42' CONC. 2 FINI5HED'FL.00R `� ' WALL PAD FOR A/G :1.�,-g„ I I ll' -l0' z I 2 -(0" Z COMP. A-6 - t= 0'-0' EXIST � X r— �t _ - FINISHED FLOOR I I q uw� rr 4" WALL EXIST 6Y EE W ✓ I _ I WAIL j T I I I 60'x60" N Q N TUB POT 0 FILLER CIA T I 1 I r I l2 LAV. I j CHASE UNDER SLAB FOR ELEC. TO CABINET ISLAND 5'-4" 2'-0° 5'-7° ' I n II J I �ln — — — — — — = ! — — — — — — — — — — I ■I EXIST EXIST EX15T EX15TEX15T IIAY XISI I i, 4' 41 EXIST " EXISTING EXIST GONG, SLAB HB SGP••-iLE: 112" = 1'-011 'I 2 1JI EXIST EXIST '.p"""""""""`0UNDAT10N PLAN 12'L 10'-4' 12" EXIST I I I I I I I I I I A-6 5 HB I ui z 2 V) w a w I' LL 0 F z Lu V) z O U o (n o z U zC 0 Cil C U)) to"N v v LLJ ��-00 z W8 0 �-� N oQJ N N �U Q wtUC F.�.... cl�.[� W� w U IL U — 0 0 ;+-'X W�0 z r o z p m n O Don Bolden Eng. Inc 0 V) DEMOLITION NOTES � z z ¢ OEXISTING KITCHEN PLUMBING 4 FIXTURES z TO BE RELOCATED AS PER PLAN OEXISTING MASTER BATH PLUMBING 4 FIXTURES TO BE RELOCATED AS PER PLAN a L0 tO SHADED AREA DENOTES PORTION OF EXISTING °- GONG. SLAB TO BE REMOVED FOR SUNKEN SHOWER N N 0 OPOUR NEW ±4' THK. CONC. SLAB OVER EXISTING uj ;, NC'.) O31" "5 REBAR TO BE EMBED. (o' INTO 3j4' DRILLED HOLE IN EXIST FTG. o FILLED W/ 2 -PART NON -SHRINK EPDXY 4 EXTENDED INTO NEW CJ" 1.U. WALL 25' F- LO -0x u Lu ou z L0 N x I� ,;. �EL w z z ¢ 0 or VERSION 4 r z z Z � �� o w Z -Q oYY� [ O �f.. > Ca �O o 0IS w Z z VJ T_> v w z L— 'i ® Ljj 3 m Cd � o O LL ? U L- Y N *- z Q r w 0 z 3 v) z 0 o a Cf) Z w a V)Ld F_ V) z a w Lu PARTITION SCHEDULE Lu Lu J V) N _ _ _ _ _ _ EXISTING C.M.U. WALL 0- TO REMAIN x Lu EXISTING FRAME WALL I m Tn IPFMAII-J Li _ LJ LJ _0 SCALE: li4" - 1'-/7�" V) DEMOLITION NOTES z OEXISTING KITCHEN PLUMBING 4 FIXTURES TO BE RELOCATED AS PER PLAN OEXISTING MASTER BATH PLUMBING 4 FIXTURES TO BE RELOCATED AS PER PLAN a 0 Oa- 3 SHADED AREA DENOTES PORTION OF EXISTING °- GONG. SLAB TO BE REMOVED FOR SUNKEN SHOWER ,[if 0 OPOUR NEW ±4' THK. CONC. SLAB OVER EXISTING o PATIO CONC. SLAB Q O31" "5 REBAR TO BE EMBED. (o' INTO 3j4' DRILLED HOLE IN EXIST FTG. o FILLED W/ 2 -PART NON -SHRINK EPDXY 4 EXTENDED INTO NEW CJ" 1.U. WALL 25' x Lu PARTITION SCHEDULE Lu Lu J V) N _ _ _ _ _ _ EXISTING C.M.U. WALL 0- TO REMAIN x Lu EXISTING FRAME WALL I m Tn IPFMAII-J Li _ LJ LJ _0 SCALE: li4" - 1'-/7�" A HOOD VEN1 / ELECTRICAL �YM�OL� 110 V, DUPLEX OUTLET ''/z HOT, '/Z SWITCHED 110 V. DUPLEX OUTLET WATERPROOF 110 V. DUPLEX OUTLET FLOOR OUTLET ® 220 V. DUPLEX OUTLET 220 V. DISCONNECT PRE -WIRE FOR CLG. FAN PRE -WIRE FOR GARAGE L—J DOOR OPENER O SWITCHED OUTLET IN SOFFIT SINGLE POLE SWITCH {j}m 3 -WAY SWITCH 4 -WAY SWITCH *a DIMMER SWITCH M G.F.I. SWITCH CEILING MOUNTED LIGHT FIXTURE CEILING MOUNTED PENDANT LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ® RECESSED LIGHT FIXTURE LL WALL SCONCE + CHANDELIER FLOOD LIGHT FIXTURE 0 SURFACE MOUNTED N Ld FLUORESCENT FIXTURE + FLUORESCENT FIXTURE F---� TRACK LIGHT FIXTURE THEATRICAL STRIP i 1 O CEILING FAN �iL � 1 � CEILING FAN W/ 7 LIGHT FIXTURE ® EXHAUST FAN ®Q EXHAUST FAN/LIGHT COMBO. 4 MOTOR ELECTRICAL PANEL {� TELEPHONE —�- TELEVISION JACK r a CHIME Cl S.D. SMOKE DETECTOR -0 PUSH BUTTON ® JUNCTION BOX (AUDIO) QS SPEAKER (AUDIO) m THERMOSTAT PARTITION SCHEDULE MA50NRY WE). FRAMED ti i -J NEW WALL TO BE CONSTRUCTED EXISTING WALL TO REMAIN � ELECTRICAL PLAN , vi z 0 V) w 0 Of O- w H 2 LL O z z W N z O U Z Y , a z C > V) ■ ul— W 0- aj -0� W `no W "_ o M II _ QjU ' z z m 0 F- D 0 3 a r 0 0 w UN -7777 mN M LL _ LL p 0 N Ld + C'� oN �iL w z z 2 0 or VERSION 4 r a z o ZZ LL w Jo co o n> -c cjJ - C o O ()w a U Q , ` O crj > .� o w U � v /Y� L.L E Q o F— 0 -0 w U � O w mcd W 0 ctj >, o W i— N z W a V) 0 a � z o O Q V) V) w a. w N w V) z a w V) w Fz- z V) F - x 0 ryry w 0- 0 ry CL w 0 0 z Q9 Of r 0 U L S V) w LJ LJ W W Of r J V) V) LJ Q x w r m w cr W crw z 0 V) 0 J 9'-4' A.F.F. OIL EXISTING GONG. FILLED 'U' NEW GONG. LINTEL CONC. FILLED C.M.U. NEW WALL HT. C.M.U. LINTEL W/ REINF. (SEE LINTEL SCHED. L-1) vi "U° LINTEL W/ (U - -,r 8' - 0' A F.F. 05 CONT. II EXIST WALL HT, o u Ell 8' - 0' A.F.F. >� F_ Q EXIST WALL HT. 1 NEW 3X8Xa C.M.U. _ a u BLOCK TO BE ADDED Lu it II (2) SIMPSON MSTAM 24 W! c0 L] II 5-1/4'x21/4" TAPCONS EA, a G.M.U. WALL a a" MASONRY II 4 9-10d EA. a EXIST FRAME WALL 0 EXTER WALL II � l p EXISTING WD. BEAM I I R\ N z 0 SEE FLOOR PLAN FOR II II I , I o VERT. REINF. W! GONG. I I'a I° Q Z u ' FILLED BLK. CELL W/ a II (I) °5 BAR CONT. I NEW FRAME WALL FILL-IN i i ; c0 0 ^L W ' o it It .'ul 0w l II I `4 I V,N Z- EXISTING FRAME POST W/uj u IN I ° I II u SIMPEXIST 8XSX16 G.M.U. l� SON HTT22 W/ 32-16d SINKERS DBL. 2X12 WD. BEAM z � W/ E/a' FRICT.-FIT A.B., EMBED, 4INTO EXIST GONG. SLAB u II ' DBL. 2X12 WD. BEAM L W u II II 11AXIIII W! /z' PLYWD. FLITCH O n -•l m N II 12' "5 REBAR TO BE EMBED. &' INTO �1 , • 11 ,nnv,, uCn Q « m 3/4' DRILLED HOLE IN EXIST FTG. I I w U Z (2) SIMPSON LSTA IS � Z .. II II FILLED W! 2 -PART NON -SHRINK EPDXY 11 aV STRAPS W/ 1-10d 1� POST X W > S II 4 EXTENDED INTO NEW FTG. 6" j1 II 0'-�" 4 1-10d a BEAM N 3 -LAYER STUCCO FINISH ON GALV. MTL, w f1� �1 a l II L IIFINISHED FLOOR STRAP EA. SIDE) PAPER -BK RIBBED LATHE ATTACHED = V�XW0'-0. TO SHEATHING a 6" O.G. EA, WAY%�Wn 4x4 P.T. WD. COL.• a 5'-10° L $ 0 16FINISHED FLR.'x20'(0) CONT. MONO. FTG. s =� _J WOOD BEAM m CORNER POST BEAM DETAIL - A Sc: I" 1'-0" W/ (2) 05 CONT. a NEW 4" CONC. SLAB W/6X6 SC: 1/z' = I'-0" o 010 WELDED WIRE MESH EXISTING GONG, Don Bolden Eng. Inc EXISTING FOOTING 31' 15 REBAR TO BE EMBED, 6' INTO FTG. 4 REINF. Donald G. Bolden P.E. 3/4' DRILLED HOLE IN EXIST FTG. o Florida Reg. # 47524 NEW ADDITION EXISTING STRUCTURE FILLED W/ 2 -PART NON -SHRINK EPDXY 0 Cert. of Reg. 4 26030 4 EXTENDED INTO NEW CM.U. WALL 25 P.O. Box 530783 COMPOSITION SHINGLES OVER 30 LB. DeBary, FL 32753 31 — NEW WALL ADDITION (CMU — FRAME) SCALE- I/2" = I'-0" 29 — NEW OPENING IN EXISTING C.M.U. WALL SCALE:1/211 11-011 FELT ON I5/32'PLYWD.OR = 1/16' O.S.B. SHEATHING < SIMPSON MTS 12 PRE-ENGINEERED Q TRUSS im 24' O.C. o EXISTING GONG. FILLED 'U' NEW CONC. LINTEL 9'- 4" A.F.F. AF.F, n C.M.U. LINTEL W/ REINF. (SEE LINTEL SC -HED. L -I) MTL. DRIP EDGE n o GONG. FILLED C.M.U. _ -_ __ _ - _ - NEW WALL HT. S'-0' AFF. TRUSS BEAR. HT. _ _ o :•:;:;::;. "U"LINTELW1(1) ---_ -� f rT EXIST WALL HT. `' C c1 "5 CONT. II 6' ALUMN. FASCIA OVE 1/2' EXT. DRYWALL II a CV iI tl m _0, APR I 2x6 WD. SUB -FASCIA u CV �� 8 - NEW 8X8X8 C.M.U. 2X12 WD. BEAM o M pno BLOCK TO BE ADDED II LL V -I� EXIST WALL HT. 1•- ;.:.:; J II II I a I ALUMN VENTED w ON L3 (2) SIMPSON LSTA IS = . ' X u I SOFFIT CM.U. WALL p U -had STRAPS W/ 1 a POST ::•;: U i al 4 1-10d a BEAM N SIMPSON HUG 412 HANGER Q 1!S" MASONRY II II al I 4X4 P.T. WD. COL. STRAP EA. SIDE) W! 10-10d a BEAM 4 "' 0 EXTER WALL D u II la -1/4'x21/4' TAPGONS WALL o ``' '' ` :DN II it IS' 05 REBAR TO BE EMBED. 6" INTO i I N 3/4' DRILLED HOLE IN EXIST LINTEL I . I . �I I al END BEAM TO LINTEL `i' •`�``'�' ��` o l� FILLED W/ 2 -PART NON -SHRINK EPDXY o D V) :'`; ; SEE FLOOR PLAN FOR m VERT. REINF. W/ CONC. it 4 EXTENDED INTO NEW LINTEL 12' ' FILLED BLK CELL W/ o (1) 05 BAR CONT. I -� 5IMP50N ABU44 POST BASE w W/12 -16D NAILS OR (2)BOLT FASTNERS TO POST l II EXISTING MASONRY s 3 -LAYER STUCCO FINISH ON GALV. MTL. z a II WALL AND TIE BEAM EXIST SX8X16 C.M.U. I 11 PAPER -BK RIBBED LATHE ATTACHED ml I RED -HEAD TRUBOLT WEDGE TO SHEATHING 6" O.C. EA. WAY II Tit 5/8' ANCHOR EMBED 5' MIN, jl ° II SLEEVE ANCHOR TO SLAB it0 II 12' 15 REBAR TO BE EMBED. 6" INTO 11, IIL { � VERSION 4 a it 3/4' DRILLED HOLE IN EXIST FTG. I�' ' �I 16'(H) GONG. FILLED BLK. CELL z l U FILLED W! 2 -PART NON -SHRINK EPDXY II„ II W/ (1) "5 ROD VERT. W/ 10' 4 EXTENDED INTO NEW FTG. 6"11 II 0,-0, HOOK a FTG. z u - u II (END 1w TOP OF CJ -1.U.) o I I FINISHED FLOOR Il o O u �{ l II 0'-0" 4'-8' GRADE II 0 -0" CnQ (V C IL _ FINISHED FLR jl FINISHED FLOOR o — / 0 5 16'x20"(D) CONT. MONO. FTG. z ° - - 0 0 W/ (2) 05 CONT. - U • (REFERENCE ONLY) W a , U z II Q w a EXISTING GONG, _ °•I� 4 = Q ` '> , z l ' CONC. SLAB W/66 X 10/10 0 FTG. 4 REINF, - z Z ® WELDED WIRE MESH o Q Q EXISTING FOOTINGui 31' 05 REBAR TO BE EMBED. 6" INTO 16'(W) X 18'CD) CONC. MON 3/4' DRILLED HOLE IN EXIST FTG. o � Q O FOOTER W/(2) "5 CONT. NEW ADDITION EXISTING STR CT RE O FILLED W/ 2 -PART NON -SHRINK EPDXY � 4 EXTENDED INTO NEW C.M.U. WALL 25' w Q 0 m co 30 — NEW WALL ADDITION (CMU CMU) SCALE: 1/2' =1'-0" 28 — NEW OPENING IN EXISTING C.M.U. WALL SCALE: 1/2 = I'-0" 4 PATIO COL./BEAM DETAIL SCALE: I/2' =1' o 0 L N z �( T W M SI I N HIN S m STUD NOTE: HEADER 4 FULL LENGTH STUDS 2x8 TOP PLATE W/ 16d INTO EXIST 2x4 BLOGKING ALUMN. WINDOW 0 w Q C\1 O TO BE TIED TO EACH OTHER W/ 10d 12' BEAM a 4' O.C. STAGGERED TRU55 OR ROOF J z a O.G. STAGGERED FRAMING MEMBERS SIMPSON LSTA 12 a EA. ENEXISTING 2X BEAM ~ ALUM. FIXED GLASS PER PLAN o 0 0 D DBL. TOP CRIPPLE CRIPPLE STUDS o ' ¢ O W SIMPSON LSTA 12 a 24' O.0 STUDS PLATE 3 -LAYER STUCCO FINISH ON GAL�I. MTL. (SEE 20/S -i) ° 2 3 ¢ c o STUDS MAXIMUM HEADER SPAN (FT.) CONNECTOR MAXIMUM HEADER SPAN (FT.) 12' 3' 6' 9' 12' 15' 18' 5'-0" OR LESS 12" II' -0" 10'-2' HEADER U.S.P. (I) RT 20 (2) RT 20 NUMBER OF HEADER (2) RT 22 STUDS SIMPSON STUDS SUPPORTING (3) SPI OR (4) SPI OR END OF HEADER CONNECTOR 'A' i F1 2 1 2 2 1 2 24" 13'-9' (2) H5 UNSUPPORTED WALL HEIGHT (4) H5 NUMBER OF FULL - LENGTH STUDS OF EACH END OF HEADER 2 2 3 3 3 3 1f° OR LESS (1) HGPL GREATER THAN 10' 2 2 3 3 4 4 STUD NOTE: HEADER 4 FULL LENGTH STUDS 2x8 TOP PLATE W/ 16d INTO EXIST 2x4 BLOGKING ALUMN. WINDOW 0 w Q C\1 O TO BE TIED TO EACH OTHER W/ 10d 12' BEAM a 4' O.C. STAGGERED TRU55 OR ROOF J z a O.G. STAGGERED FRAMING MEMBERS SIMPSON LSTA 12 a EA. ENEXISTING 2X BEAM ~ ALUM. FIXED GLASS PER PLAN o 0 0 D DBL. TOP CRIPPLE CRIPPLE STUDS o ' ¢ O W SIMPSON LSTA 12 a 24' O.0 STUDS PLATE 3 -LAYER STUCCO FINISH ON GAL�I. MTL. (SEE 20/S -i) ° 2 3 ¢ c o CONNECTORS MAXIMUM HEADER SPAN (FT.) CONNECTOR 3 9 12' SIMPSON (I) LSTA 12 (2) LSTA 12 (2) LSTA 18 (3) LSTA IS 5'-0" 16' 101-0' 9'-6' 12" II' -0" 10'-2' HEADER U.S.P. (I) RT 20 (2) RT 20 (2) RT 22 (2) RT 22 STUDS SIMPSON (2) SPI OR (3) SPI OR (4) SPI OR (4) SPI OR CONNECTOR 'A' 10'-0' (2) 5P4 OR (3) SP4 OR (4),5P4 OR (4) H5 8 24" 13'-9' (2) H5 (3) H5 (4) H5 LTT 205 HEADER 5TUD5 U.S.P. (I) SPTI OR (2) SPTI OR (4) SPTI OR (4) SPTI OR II II II II (1) HGPL (2) HCPL (4) HCPL (4) HGPL CRIP'P'LE SIMPSON H51H2.5; OR H4 TOP .4 BTM. OF EACH •STUD STUDS U.S.P. HCPL TOP 4 BTM. OF EACH STUD STUD NOTE: HEADER 4 FULL LENGTH STUDS 2x8 TOP PLATE W/ 16d INTO EXIST 2x4 BLOGKING ALUMN. WINDOW 0 w Q C\1 O TO BE TIED TO EACH OTHER W/ 10d 12' BEAM a 4' O.C. STAGGERED TRU55 OR ROOF J z a O.G. STAGGERED FRAMING MEMBERS SIMPSON LSTA 12 a EA. ENEXISTING 2X BEAM ~ ALUM. FIXED GLASS PER PLAN o 0 0 D DBL. TOP CRIPPLE CRIPPLE STUDS o ' ¢ O W SIMPSON LSTA 12 a 24' O.0 STUDS PLATE 3 -LAYER STUCCO FINISH ON GAL�I. MTL. (SEE 20/S -i) ° 2 3 ¢ c o 11 GO I - T O S GLE OVER 30 LB. FELT ON 15/32" G -D PLYWD. OR 1/16" O.S.B. SHEATHING V> z HEADER GRADE O.C. 02 CONSTRUCT. STUD 2X4 SPRUCE NEM -FIR DOUGLAS 24° 5'-0" 16' 101-0' 9'-6' 12" II' -0" 10'-2' HEADER FINE Y. PIN 24" 9'-0" 3 (n CONNECTOR 'A" STUDS 9'-I" 2Xo SPRUCE HEM -FIR DOUGLAS 24' FULL CONNECTOR 'A' 10'-0' FULL SIMPSON MTS 12 TRUSS ANCHOR WALL 5 Z 24" 13'-9' WALL 5T 12`-10' 12" 19'-0' HEADER 5TUD5 ------------------ II II II It (UNLESS OTHERWISE II II II II Q II II II II 11 CONNECTOR "g, I I II II II II II NOIbNCHOR�I II II REdUIRED II II II II II CONNECTOR °B° I11 1 II II I NOTED ON ROOF PLAN) 2x6 RAFTERS o MTL. DRIP EDGE e 24' O.G. a z W I OL 9'-4' A.F.F.EXIST ROOF DECK ^ ^ ^ 9'-4" A.F.F. w V NEW BEAR. HT. X X MTL. DRIP EDGE TRUSS BEAR. HT. EXIST PRE-ENGINEERED WD. TRUSS BATT. INSUL. (R-19 MIN.) ,- 6" ALUMN. FASCIA OVER '� 8'-0 AFF. XJ(C,��= t 2X6 SUB -FASCIA 1/z' DRYWALL z g z o -j a -,(�1 J� EXIST BEAR. HT, ONC. FILLED 'U' CMU LINTEL a c� o � w W w w dam .• 6' ALUMN. FASCIA OVER BATT. INSUL. (R-19 MIN.) ALUMN VENTED SOFFIT W/ CU 05 BAR CONT. w z Lam, v v 2X(o SUB -FASCIA EXISTING DRYWALL LINTEL HEADER z w d N m Z m a a z ALUMN VENTED SOFFIT (REPLACE IF NECESSARY) (SEE LINTEL SCHED. V)¢ V) rn V> o E co u; _j o o FOR TYPE 4 REINF.) ,- = _ x -o .. m o m o + STUD NOTE: HEADER 4 FULL LENGTH STUDS 2x8 TOP PLATE W/ 16d INTO EXIST 2x4 BLOGKING ALUMN. WINDOW 0 w Q C\1 O TO BE TIED TO EACH OTHER W/ 10d 12' BEAM a 4' O.C. STAGGERED TRU55 OR ROOF J z a O.G. STAGGERED FRAMING MEMBERS SIMPSON LSTA 12 a EA. ENEXISTING 2X BEAM ~ ALUM. FIXED GLASS PER PLAN o 0 0 D DBL. TOP CRIPPLE CRIPPLE STUDS o ' ¢ O W SIMPSON LSTA 12 a 24' O.0 STUDS PLATE 3 -LAYER STUCCO FINISH ON GAL�I. MTL. (SEE 20/S -i) ° 2 3 ¢ c o NGTN UDS 11 1 STUD HEADER GRADE O.C. 02 CONSTRUCT. STUD 2X4 SPRUCE NEM -FIR DOUGLAS 24° 5'-0" 16' 101-0' 9'-6' 12" II' -0" 10'-2' HEADER FINE Y. PIN 24" 9'-0" FILLER 16' ll' -a° 9'-6' CONNECTOR 'A" STUDS 9'-I" 2Xo SPRUCE HEM -FIR DOUGLAS 24' FULL CONNECTOR 'A' 10'-0' FULL LE WALL 5 SO. Y. PINE 24" 13'-9' WALL 5T 12`-10' 12" 19'-0' HEADER 5TUD5 ------------------ II II II It II II II II II II II II 11 CONNECTOR "g, I I II II II II II NOIbNCHOR�I II II REdUIRED II II II II II CONNECTOR °B° I11 1 II II I NGTN UDS PAPER -BK RIBBED LATHE ATTAGrIED � F-- w y w w TO SHEATHING a 6" O.C. EA. WAY GEMENTITIOUS = T- z Q Qw w `' D m THE FOLLOWING LUMBER GRADES SHALL BE THE MINIMUM ACCEPTABLE FINISH o z 3 w azo GRADE UNLESS OTHERWISE NOTED: bi 15/32' C -D PLYWOOD OR 1/16' OSB w L`' - ¢ V=i Er-v)Z NGTN TUDS MAX. BEARING STUD HT HEIGHT STUD SPECIES GRADE O.C. 02 CONSTRUCT. STUD 2X4 SPRUCE NEM -FIR DOUGLAS 24° 5'-0" 16' 101-0' 9'-6' 12" II' -0" 10'-2' HEADER FINE Y. PIN 24" 9'-0" 16' ll' -a° 9'-6' CONNECTOR 'A" 12" 12'-10" 10'-5" 9'-I" 2Xo SPRUCE HEM -FIR DOUGLAS 24' FULL LE 10'-0' 16" 131-9' 111-0' WALL 5 SO. Y. PINE 24" 13'-9' HEADER STUDS 181" 16'-0" 12`-10' 12" 19'-0' 14'-6' ------------------ II II II It I I NO', NCHOR� I I I II REdUIRED II II II II II 11 CONNECTOR "g, I I II II II II PAPER -BK RIBBED LATHE ATTAGrIED � F-- w y w w TO SHEATHING a 6" O.C. EA. WAY GEMENTITIOUS = T- z Q Qw w `' D m THE FOLLOWING LUMBER GRADES SHALL BE THE MINIMUM ACCEPTABLE FINISH o z 3 w azo GRADE UNLESS OTHERWISE NOTED: bi 15/32' C -D PLYWOOD OR 1/16' OSB w L`' - ¢ V=i Er-v)Z NGTN TUDS MAX. BEARING STUD HT HEIGHT STUD SPECIES GRADE O.C. 02 CONSTRUCT. STUD 2X4 SPRUCE NEM -FIR DOUGLAS 24° 5'-0" 16' 101-0' 9'-6' 12" II' -0" 10'-2' FINE Y. PIN 24" 9'-0" 16' ll' -a° 9'-6' 8'-6' 12" 12'-10" 10'-5" 9'-I" 2Xo SPRUCE HEM -FIR DOUGLAS 24' 12'-0' 10'-0' 16" 131-9' 111-0' 12' 11'-0" 13'-8' SO. Y. PINE 24" 13'-9' 10'-4" 181" 16'-0" 12`-10' 12" 19'-0' 14'-6' UJ SHEATHING W/ ALL EDGES BLOCKED AND 1/2' DRYWALL OVER 2 MIL VAPOR. a ¢ a Z z_ a o CL a w0 8d RING SHANK NAILS a 4" O.G. AT EDGES BARRIER OVER R-3 INSUL. = N F (.Dz W z oz FD z�wo U3 Oz j z W a-04 6° O.G. a THE SHEATHING INTERIOR NEW 1/2' GYP. BOARD ON 2X8 P.C. CONC. SILL 2 Q w m 3 m 3 ? ovv 2x8 PT. BTM. PLT. SEALED a SLAB�✓', STUDS a 16 ` O.C. W/ R-11 00 o z m :z W/ CONST. ADH. OR CAULK, FASTENED BATT. INSUL BETWN. GONG. FILLED BLK. CELL W/ W/ 5/e' FRICTION BOLT W/ 3'x3'x1/$' WASHER (1) "5 ROD VERT. CONT. FROM = Q 24' O.G., EMBED. INTO EXIST SLAB 4' p II FTR. TO TIE BEAM W! 25' LAP V) NO NEW 4' CONC. SLAB W/6X6 w PROJECT a TM. 4 10' HOOK a LINTEL "10 WELDED WIRE MESH axaxl6 C.M.U. _TF, B N 1MAH4aL51 01-0, o 0'-0' DATE: OIL FINISHED FLOOR GRADE II FINISHED FLOOR o JUL 200-1 i' (REFERENCE ONLY) w DRAII,N BY: EXIST CONT. CONC. FTG. (I) 05 VERT. W/ 25" LAP 4 I `r a X J.T.R. • 10' HOOK a FTG. = _ • 4' GONG. SLAB W/ 6X6 "10 WELDED ''-' . WIRE MESH OVER 6 -MIL. VAPOR m EXIST 4' GONG. SLAB 16 `y - SHEET NO.: 1'-4' TERMITE TREATED FILLLd W/ (2) 05 CONT. _ z 26 — HEADER AND STUD DETAIL STUD HEIGHT (BEARING) 2 — FRAME WALL lb BUTLER'S PANTRY 1 — TYP. C.M.U. WALL W 0 SCALE: 1/2' = 1'-0' SCALE: '/s' = I'-0" SHINGLES VENEER (SEE ELEV.) SUBTERRANEAN TERMITE PROTECTION FRAME OR CMU SILL, JAMBS 4 HEADER FELT PAPER CLEARANCE BETWEEN EXTERIOR WALL II MOISTURE BARRIER (WD. FRAME z x5" 6 GAUGE GALV. ALUMN, COVERINGS AND FINAL EARTH GRADE ONLY) C5 ROOF SHEATHING II o FLASHING W/ 1114' ELECTRO GALV. ON THE BUILDING SHALL NOT BE LESS 2-164 TOE NAIL a RIDGE BEAM ROOFING NAILS a (o' O.G. W/ ALL TRUSS TOP CORD MEMBER THAN 6 INCHES, (FBG 1403.1,6) EXCEPT: II EXPANSION STRIPS RECOMMENDED a JAMB WEATHER PLASTIC ROOF CEMENT 1, PAINT OR DECORATIVE CEMENTITIOUS II ABV. 4 BLW. FLASHING 28 GAUGE GALV. ALUMN. DRIP FINISH LESS THAN 5/a' THICK ADHERED Q INSERT 05 ROD IN 2 -SD (FRAME) OR (1) 3/1& X 11/2' TAPCON 2x8 RIDGE BEAM EDGE W/ Ilio' ELECTRO GALV. DIRECTLY TO THE MASONRY FOUNDATION J _ SHINGLES ROOFING NAILS a 4" O.C. W/ ALL SIDEWALL. Z II EPY,OY FILLED DRILLED (MASONRY) TO FSTN' ANCHOR TO JAMB F 2. ACCESS OR VEHICLE RAMPS WHICH II HOLE ANCHOR IN HORIZONTAL JOINT ABV. SIMPSON LSTA 12 W/ WEATHER PLASTIC ROOF GEMENT RISE TO THE INTERIOR FINISH FLOOR ELEVATION it FIRST COURSE OF BLOCK AND ON 10-10d WHEN RAFTER FELT PAPER BTWN. FELT PAPER 4 SHINGLES FOR THE WIDTH OF SUCH RAMPS ONLY. N II 24' O.G. OF REMAINING CRS. ANCHOR TO EXCEEDS 8'-0' o (FIRST 18" FROM EDGE) 4' GONG. SLAB W/SXro 10 3. A FOUR INCH INSPECTION SPACE ABOVE II WELDED WIRE MESH BE INSTALLED W/ PANEL REINFORCEMENT z PATIO AND GARAGE SLABS AND ENTRY AREAS. II 4-164 TOE NAIL "Lx8 RIDGE (Wn PANEL REINF. o 4. IF THE PATIO HAS BEEN SOIL TREATED FOR 11 BEAM INTO LAST TRUSS TO U II SGA HOT DIPPED GALV., FORM VALLEY RIDGE TERMITES, THE FINISH ELEVATION MAY MATCH 0'-0' GROSSRODS a' O.C., 2' WIDE STD. 4 18/8" o THE BUILDING INTERIOR CON FLOOR FINISHED FLOOR WIDE FOR TRIMLINE BLK. 2x6 CONY. FRAMED Ln o ELEVATION ON MASONRY CONSTRUCTION ONLY. RAFTERS z C 2 '� 5. MASONRY VENEERS o ROOF SHEATHING — CONDENSATE LINES AND ROOF DOWN SPOUTS SHALL MORTAR PREPARED ACCORDING TO ASTM CP TRUSS TOP DISCHARGE AT LEAST ONE FOOT AWAY FROM THE DRILL 3/4" DIA. HOLE 6' (MIN.) 02-10 FOR TYPE N m � .N lll CORD MEMBER Z 10 14 STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND INTO FILLED CELL W/ EA. RAFTER TIED a u Q m PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS LOG-TITE 2 -PART EPDXY WITH DOWN SPOUTS ARE REQUIRED ON ALL BUILDINGS SEE FOUNDATION PLAN FOR TO 2x6 PLATE w/ z l7 WITH EAVES OF LESS THAN SIX INCHES HORIZONTAL FOOTER SIZE AND REINF. SEALANT (SILICONE TYPE) RECOMMENDED SIMPSON MTS 12 OR r ]i W L AS H I N G METAL DRIP PROJECTION EXCEPT FOR GABLE AND RAKES OR ON A 4 FTG, TYPE N 2.5 ^ -1--• N ROOF ABOVE ANOTHER ROOF. IRRIGATION/SPRINKLER � � \ t. a AND RISERS FOR SPRAY HEADS SHALL NOT BE o ' U J o N cwn Q INSTALLED WITHIN ONE Fool of THE BUILDING SIDEWALL. THIS APPLICATION COMPLIES WITH THE LETTER IN INTENT OF THE STANDARD '3 � U <o o ANGLE" SCALE: 2° = 1'-0 EDGE 1' SCALE: 2" = -O" (FBG 15(43.4.4) BUILDING CODE AND THE DETAILS OF REINFORCEMENT AS PUBLISHED BY THE 2x4 COLLAR TIE W/ 3-106 CZ : a AN APPROVED PHYSICAL BARRIER SHALL ALSO BE AMERICAN CONCRETE INSTITUTE, SPECIFICALLY 318-aS. a EA. END a EVERY THIRD INSTALLED FROM BELOW THE WALL SILL PLATE OR PAIR OF RAFTERS OR FOR w W SHINGLES FIRST BLOCK COURSE HORIZONTALLY TO EMBED IN A EXTERIOR GLASS BLOCK SPECS, FDR 120 MPH WIND LOAD: EA. a SPANS OVER 10'-0" w, U 0 m MORTAR JOINT. IF MASONRY EXTENDS BELOW GRADE, A = (� C 33 —DOWEL REPLACEMENT DETAIL MAX. PANEL SIZE: 80 SQ. FT. F -� X m TRUSS TOP CORD MEMBER TERMITE PROTECTIVE TREATMENT MUST BE APPLIED TO .� Z ,[ THE CAVITY CAVITY CREATED BETWEEN THE VENEER z ROOF SHEATHING AND THE FOUNDATION, IN LIEU OF A PHYSICAL BARRIER. ( RICK, S�' 17 —GLASS BLOCK DETAIL � n FELT PAPER BRICK, SNORE, OR OTHER VENEER SHALL H SUPPORTED 2x4 VERT. SUPPORT UNDER 2x8 PLATE W/ SC. TIED o MTS 12 a 48' O.G. TIED TO B CONCRETE BEARING LEDGE OF SUCH THICKNESS RAFTER REQUIRED FOR SPANS ROOF TRUSSES BELOW 24'(W) 28 GAUGE GALV, ALUMN. FLASHING AS REQUIRED BY CHAPTER 14, WHICH IS POURED �- W/ 114 ELECTRO GALV. ROOFING TAPCON SCREW TRUSS TIE SCHEDULE OVER 12 0 W/ 3-104 a EA. END 1 INTEGRALLY WITH THE CONCRETE FOUNDATION. NO Don Bolden Eng. Inc NAILS a (o' O.G. W/ ALL WEATHER SUPPLEMENTAL CONCRETE FOUNDATION POURS WHICH DECOR. CEMENTITIOUS Donald Cx Bolden, P.E. WILL CREATE A HIDDEN COLD JOINT SHALL BE USED UPLIFT LIMITS FOR USE OF TAPCON SCREWS WITH ALUMN, WINDOW FINISH o Florida Reg. 47524 PLASTIC ROOF CEMENT ABV. WITHOUT SUPPLEMENTAL TREATMENT IN THE FOUNDATION (INSTALLED AS PER 2x4 PLATE W/ SIMPSON MTS 12 0 Cert. of Reg. 4 26030 4 BLW. FLASHING UNLESS THERE IS AN APPROVED PHYSICAL BARRIER. SIMPSON M T S M 16 or U.S.P. RT -20 MANUF, SPECS.) axaxl8 C.M.U.a 48° IED TO ROOF TRUSSES BELOW Lt Ce Box 530783 (FBC 2116.2) O.C. . CLEARANCE BETWEEN WOOD SIDING AND EARTH ON THE MIN. SCREW EMBEDMENT: 1 1/2 1 1 DeBary, FL. 32753 EXTERIOR OF A BUILDING SHALL NOT BE LESS THAN 6 INCHES EXCEPT WHERE SIDING, SHEATHING, AND WALL SCREW SCREW 37 VALLEY- CONV. FRAMING DTL. FRAMING ARE OF APPROVED f°RESERvATIVE TREATED NO. OF SCREWS UPLIFT LATERAL z DIAMETER: LENGTH: � -• • Q WOOD OR APPROVED NATURALLY DURABLE WOOD. (FBG 2204.2.6) DECKS, FENCES, PATIOS, PLANTERS, OR OTHER WOODEN 13/16" 1 3/4" MIN, 4 800 275 a BUILDING COMPONENTS THAT DIRECTLY ABUT THE SIDEWALL OF THE FOUNDATIONTHE STRUCTURE SHALL STRAPS MAY BE DOUBLED FOR 11600 LBS.PLIFT U 1 r BE CONSTRUCTED SO AS TO PROVIDE: ...••..•.••... N N I. 18 INCHES CLEARANCE BENEATH, OR 4 600 LBS LATERAL LOAD 112' DRYWALL Q 2, 6 INCHES CLEARANCE BETWEEN THE TOP OF THE Ix4 P.T. WINDOW BUCK WI m ' N M COMPONENT AND THE EXTERIOR WALL COVERING 1. SCREWS TO BE EMBEDDED IN CONC. FILLED LINTEL BLK. OR TAPCONS AS PER SCHEDULE Ix6 P.T. FURRING STRIPS :;;; M , FLASHING3. HAVE COMPONENTS THAT ARE EASILY REMOVABLE CONC. FILLED BLK. CELL BY SCREWS OR HINGES TO ALLOW ACCESS FOR 2. CALCULATIONS BASED ON THE ALLOWABLE LOADS = -� X VALLEY SCALE: 2" = 1'-O" INSPECTION OF THE FOUNDATION SIDEWALL AND (REPORT #3370, ICBO) X 133% UPLIFT FACTOR. ~ .::;::., 0 o LL WINDOW JAMB DETAIL SCALE: I' = 1'-0' � m TREATMENT FOR TERMITES. CFBC 2304.2.7) Q (, 0 3. TAPCONS MUST BE INSTALLED AS PER MANUF. SPEC. d� o " j F,' SUBTERRANEAN TERMITE PRE-ENGINEERED TRUSS Z t ; N48'x12° GALV. ALUMN. OFF RIDGE a 24O.C. co V / /4 GROGALV. PROTECTION • ROOFING N 8' LS a O.G. W/ ALL o m WEATHER PLASTIC ROOF GEMENT Q SIMPSON MTSM IS OR FINISH 112" DRYWALL a� n - ABV. 4 BLW. FLASHING DECOR. CEMENTITIOUS SHINGLES \ U.S.P. RT -20 TW a / TIE ALUMN. WINDOW LINTEL HEADER FELT PA z E \ CINSTALLED AS PER a (SEE LINTEL SCHEDULE z PAPER WOOD BASED EXTERIOR SHEATHING (O.S.B. or PLYWD.) MANUF. SPECS.) FOR TYPE a REINFJ 11 0 ROOF SHEATHING J \ � � Ixe P.T. FURRING STRIPS o ✓✓ \ 15 LB. FELT DRAINAGE PLANE ELAS "— (4) 3/18' X 13/4' PRECAST LINTEL FILLED Ix4 P.T. WINDOW BUGK W/ o VERSION 4 TRUSS TOP W/ GONG. W/ CU "5 TAPGON SCREWS CORD MEMBER \ GALV. MTL. PAPER -BK BAR CONT. EMBEDDED 1 1/2' MIN, TAPCONS AS PER U- \ RIBBED LATHE FASTENER SCHEDULE Q 3 -LAYER STUCCO FINISH Z LL 8' G.M.U. WALL 77o (1/8 NOM. THICKNESS) W �� Z Cd - DRAINAGE PLANE OVERLAP WINDOW HEADER DETAIL 0 �; � � o CONTROL BEAD FLASHING _ O Z _ > C 32 — OPTIONAL TRUSS .TIE. . SCALE, 3/4' ._ I'-0".. SCALE: 1' _ , 0' o °— Q z co ' 2x4 FRAMING a HOLE � � \ AND MEMBRANE .STRIP OVER Lu z O � W IN SHEATHING FOR VENT Q WOOD FRAME / MASONRY CD INSULATION ALUMN. WINDOW Q cc (INSTALLED AS PER = W > TRUSS TOP CORD BEYOND > ° ° ° \ MANUF, SPECS.) o Q O �. L_ METAL OR PLASTIC GENERAL NOTES w 1.1� 70 �= oZ .o OFF—RIDGE EXPANSION JOINT P.G. GONG. SILL WD. OR MARBLE SILL D P �./FF—RIDG TOP OF°� 1, WOOD FOR STRUCTURAL CONDITIONS TO BE GROUP 11 SPECIES OR MINIMUM IL b => 1300 P.S.I. 0 O U 0 OO V NT MASONRY WALL ° ° ° °°° MEMBRANE STRIP COVERING °- COSGALE: 2" = 1'-0" ° ° `� WOOD FRAME /MASONRY 2. SEE MANUFACTURERS SPECIFICATION FOR REQUIRED FASTENERS TO ATTACH GARAGE � � VJ m IC 3 ° ° \ DECOR. CEMENTITIOUS DOOR, ENTRY DOORS, PATIO DOORS AND WINDOWS TO BUILDING. GARAGE DOOR w >- INTERSECTION UNDER FINISH 'BUCKS' SHALL BE ATTACHED TO STUDS WITH 3/8' X 4' BOLTS, SPACED EACH 24" O.G. o Co`� V EXPANSION JOINT EQUAL TO Ix2 P.T. FURRING STRIPS WITH MINIMUM OF 3 BOLTS. VENEER (SEE ELEV.) ° g° \ PROTECTO WRAP 5T-20xL S" ° ° WIDE TO EXTEND 2' BELOW SY.8XI8 C.M.U. U N �� \ — 3, ALL DOORS 4 WINDOWS SHALL MEET MANUFACTURERS INSTALLATION REQUIREMENTS IN Q r 4'x5' 28 GAUGE GALV. ALUMN, ° ° ° ' ° THE G,1"1.L1, ACCORD WITH SBCCI COMPLIANCE REPORTS FLASHING W/ 11/4' ELECTRO GALV. 1/2' DRYWALL � ROOFING NAILS a 8" O.C. W/ ALL o ° ° ° \ 4. SOIL MUST BE TERMITE TREATED AND ALL PROVISIONS OF FBG SHALL BE MET. a DECORATIVE WEATHER PLASTIC ROOF CEMENT ° , ° ° CEMENTITIOUS FINISH z ABV. 4 BLW. FLASHING ° ° ° p ° a ° �\� \ MTL, DRIP EDGE (J� o \ a O SHINGLES EDGE OF MASONRY WALL SEE ELEV. FOR WINDOW SILL DETAIL (I) FELT PAPER FASCIA SIZE 4 TYPE SCALE: 1' 1'-0' z W ]]IT I Sdx11/2' STAINLESS STEEL r'% -r i t r'1 /'Y eN i X/ 1"% A A Ili 1 P1 A I 1/ 118 1-f- r-% T l K I A i i c ^ n A l. r_A1—/—\1v01vev 0UHN i u i L. SCALE: ro" =1'-O" I A, ..,�.�.,T�� ^�Yr,� BUGK: f-iLlJl II11 Y(=.1`41GV :.JVrrl1 _ III VII ♦ ALUMN. J -CHANNEL NAILED BUCK: ♦ e• W/ adxll/2" a (60" O.C. 1x4 P.T. S.Y.P. FLASHING GABLE/,WALL / / - ' 42 SOFFIT FRAME WALL SCALE: I" -0„ (STUD GRADE) SCALE: 2 = 1'-0" ♦♦ - - - e' / FASTENERS: " X 2" TAFCON annm A eQCw A®1 v r' =A no /I ♦� O„ Q�,e' J (1114" EMBED. INTO CONC.) SHEATHING TYPE & FASTENING: 15/32' C -D PLYWOOD OR x/16' 0.5.15. SHEATHING W/ 86 RING SHANK NAILS a 4" O.G. ON EDGES AND FIRST FOUR FEET OF ROOF SHEATHING FROM ALL EDGES, AND &" O•C. a SHEATHING INTERIOR FELT PAPER TYPE & FASTENING: COMPOSITION 30 LB. FELT OVER SHEATHING W/ '/e' CAPPED ROOFING NAILS a 6" O.C. a OVERLAPS 4 12' O.G. a FELT INTERIOR SHINGLE TYPE & FASTENING: COMPOSITION COMPOSITION SHINGLES W/ (Co) 11/4' ELECTRO GALV. ROOFING NAILS a EA. SHINGLE W/ FULL SHEATHING PENETRATION VENT TYPE & FASTENING: 4'-0' x 2'-0" GALV. OFF -RIDGE VENTS W/ 1114' ELECTRO GALV. ROOFING NAILS a e' O.C. FLASHING TYPE & FASTENING: COMPOSITION 28 GAUGE GALV. ALUMN. FLASHING W/ 11/4' HEADER BUCK FASTENERS WINDOW FLANGE 61Z NO. OF FSTNRS. EA, END IX 2 1/2 3X 2 2X 2 3X 2 ° ♦� 0 e' / 318 x11/2 LATH STRIP 3/1�" X 21/2" TAFCON SIDE BUCK FASTENERS WINDOW FLANGE SIZ)= NO. OF FSTNRS. EA, SIDE X2 2 X3 2 X4 2 X5 2 XS 3 X"1 3 X8 3 1x4 P.T. S.Y.P. (STUD GRADE) FASTENERS: 1/4 " X 2" TAFCON (1114" EMBED. INTO GONG.) OR 3/1(o" X 21/2" TAFCON (13/4" EMBED. INTO GONG,) ♦ J e' e 24' O,C, W/ 3-SdxII/2' a (13/4" EMBED. INTO GONG,) A/I�, ♦ ♦ ®e I/v TRUSS TOP CORD -� FASTENER SCHEDULE DOOR SIZE MIN. " FSTNRS. EA. SIDE HEAD SINGLE DOOR DBL. 2088 - N 2088 - 3088 3. 2 308a W/ (l) SIDE LITE 3 3 30ro8 W/ (2) SIDE LITES 3 3 2080 - 3080 3 2 3080 W/ (1) SIDE LITE 4 3 3080 W/ (2) SIDE LITES 4 3 FASTENER SCHEDULE DOOR SIZE MIN. " FSTNRS. EA. SIDE HEAD DOUBLE DOOR DBL. 2088 - N DBL. 3065 4 4 DBL. 3088 W/ (2) SIDE LITES 4 5 GBL. 2080 - 2880 4 3 GBL. 2880 - 3080 4 4 DBL. 3080 W/ (2) SIDE LITES 5 5 z. ° 1X4 P.T. BUCK W/ TAPCON FASTENERS 0 Z ~ ~ a z W c `� �- 1w ' °°° RIDGE ,•' ((moi ` 1X4 P.T. BUCK W/ TAPCON FASTENERS z W z woo_ o a z I ♦ / `i. o U o z� U � m� d� i Q Q_j z 0 U e ♦ Y 1 i -i a 3 zWQZZ ENG-�INEERING SPECS. ENGINEERING SPECS. � � U o o Q Z 3 0 � 05 tnQvlw mImI?UU WIND LOAD FACTOR UP TO: -44.1 LBS. PER SQ. FT. MASONRY WIND LOAD FACTOR UP TO: -44.-1 LBS. PER SQ. FT. o w z w = HEADER +35.9 LBS, PER SQ, FT. 2, MAX. OPENING +35.9 LBS. PER SQ. FT. �~ 0 ♦ °.co MTL. DRIP EDGE BUCK �� z Ogee WINDOW LOCATION MAY BE AT ANY POINT ON A WALL HEADER I X HEADER DOOR LOCATION MAY BE AT ANY POINT ON A WALL w / ��� ♦ / ? PROJECT NO.: e ° SIDE WINDOW IS LOCATED BELOW 30' ABOVE THE GROUND eucK BucK FASTENER REQUIRED TO BE WITHIN 4" OF BUCK END w Ii" IAH4a LS2 ♦ SEE ELEV. FOR NO CLOSER THAN 2' FROM BUCK END w FASCIA SIZE 4 TYPE BUCK FASTENER REQUIRED TO BE WITHIN 4' OF BUCK END SIDE `v �fi SIDE cl� DATE: ° NO CLOSER THAN 2' FROM BUCK END BucK BUCK FASTENERS TO BE SPACED EQUALLY (o JUL 200*1 4 FULL EMBED. OF SCREW HEAD INTO BUCK N FASTENER TO BE SPACED EQUALLY w DRAWN 5Y: Sdx11/2' STAINLESS STEEL (� ° NAILS e 24' O.G. 4 FULL EMBED. OF SCREW HEAD INTO BUCK DOOR DOOR BUCK TO BE MIN, OF 3/4' THK. w J.T.R. - w WINDOW STYLES INCLUDE: SINGLE/DOUBLE HUNG Ofi NCS. ? / ALUMN VENTED SOFFIT HORIZONTAL ROLLER, AWNING OR FIXED GLASS m WINDOW BUCK TO BE MIN. OF 314' THK. Iv W SHEET NO.: ELECTRO GALV. ROOFING NAILS a 6° O.G. 6 ° ALUMN. J -CHANNEL STAPLED WINDOW OFNC. a EA. LATH STRIP CK MASONRY WINDOW OPENINGS S-2 ROOF ASS MBLY/NAILIN DETAIL SCALE: 114" - 1'-O° 41 SOFFIT CMU WALL SCALE: I" = 1'_0" �,� (ALL BRANDS) SCALE. N/A DOOR OPENINGS (ALL BRANDS) ° ,GALE: N/A ( N N Z CD o �- tL N ~ Ui Z U r W wp (n m N M W wUoa z. mz� a a U) s EC� _" 0 CO _ N m C) (n .. .�. m O + U_' W N 3 0_3 H Um O w Opti W m U Of W O CL O N Q W a- n Nw=W O =r-� U U o H ~3a w w } w f- r � 0 w U 0L" LJ (n ° 1X4 P.T. BUCK W/ TAPCON FASTENERS 0 Z ~ ~ a z W c `� �- 1w ' °°° RIDGE ,•' ((moi ` 1X4 P.T. BUCK W/ TAPCON FASTENERS z W z woo_ o a z I ♦ / `i. o U o z� U � m� d� i Q Q_j z 0 U e ♦ Y 1 i -i a 3 zWQZZ ENG-�INEERING SPECS. ENGINEERING SPECS. � � U o o Q Z 3 0 � 05 tnQvlw mImI?UU WIND LOAD FACTOR UP TO: -44.1 LBS. PER SQ. FT. MASONRY WIND LOAD FACTOR UP TO: -44.-1 LBS. PER SQ. FT. o w z w = HEADER +35.9 LBS, PER SQ, FT. 2, MAX. OPENING +35.9 LBS. PER SQ. FT. �~ 0 ♦ °.co MTL. DRIP EDGE BUCK �� z Ogee WINDOW LOCATION MAY BE AT ANY POINT ON A WALL HEADER I X HEADER DOOR LOCATION MAY BE AT ANY POINT ON A WALL w / ��� ♦ / ? PROJECT NO.: e ° SIDE WINDOW IS LOCATED BELOW 30' ABOVE THE GROUND eucK BucK FASTENER REQUIRED TO BE WITHIN 4" OF BUCK END w Ii" IAH4a LS2 ♦ SEE ELEV. FOR NO CLOSER THAN 2' FROM BUCK END w FASCIA SIZE 4 TYPE BUCK FASTENER REQUIRED TO BE WITHIN 4' OF BUCK END SIDE `v �fi SIDE cl� DATE: ° NO CLOSER THAN 2' FROM BUCK END BucK BUCK FASTENERS TO BE SPACED EQUALLY (o JUL 200*1 4 FULL EMBED. OF SCREW HEAD INTO BUCK N FASTENER TO BE SPACED EQUALLY w DRAWN 5Y: Sdx11/2' STAINLESS STEEL (� ° NAILS e 24' O.G. 4 FULL EMBED. OF SCREW HEAD INTO BUCK DOOR DOOR BUCK TO BE MIN, OF 3/4' THK. w J.T.R. - w WINDOW STYLES INCLUDE: SINGLE/DOUBLE HUNG Ofi NCS. ? / ALUMN VENTED SOFFIT HORIZONTAL ROLLER, AWNING OR FIXED GLASS m WINDOW BUCK TO BE MIN. OF 314' THK. Iv W SHEET NO.: ELECTRO GALV. ROOFING NAILS a 6° O.G. 6 ° ALUMN. J -CHANNEL STAPLED WINDOW OFNC. a EA. LATH STRIP CK MASONRY WINDOW OPENINGS S-2 ROOF ASS MBLY/NAILIN DETAIL SCALE: 114" - 1'-O° 41 SOFFIT CMU WALL SCALE: I" = 1'_0" �,� (ALL BRANDS) SCALE. N/A DOOR OPENINGS (ALL BRANDS) ° ,GALE: N/A (