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Home My WebLink About130 Calabria Springs Cove 03-2050 New construction SFHy PERMIT ADDRESS CONTRACTOR ADDRESS t3eazer Homes uorp. 215 N. Westmonte Dr. Altamonte Springs, FL 32714 (407)339-4114 CBC 053044 PHONE NUMBER -• __ • • ,. PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR V MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE - -- �16 1, L. AbG PER#IQ,�dwDATE PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE d C M cn REVISIONS PERMIT # ©3- Zd 50 DATE ADDRESS � 3 O C etka ri'c, CONTRACTOR PH # �{�� —�f6?- r7?35 FAX # Y0-7- 302-- cQc-(oZ DESCPRITION OF REVISION: UTILITIES FIRE BLDG �� 8" G.M.V. 5LA8 TO TIE BEAM TYP. 4" MAX. CHASE a EACH DOHN CELL. (5GH12. #40 PVG MIN) (5EE FLOOR PLAN FOR _/ rll THROUGH FOOTING FILLED CELL LOG) , ule 115 DOWEL W/ 12" HOOK Iil #5 BAR5 w/ 25" MIN. LAP S 25" LAP MIN. A5 5HOWN/ FILL GELL5 50LID III 8" G.M.U. i11: PIPE THROUC H ETO. 1P ' u II . I 5 1/2" FINISH GRADE II , ii-m=irl i� 1 =1Jl =riiz � 3 I/2" CONCRETE SLAB (MAIN. 2500 P.5.1) W/ Z —ill It 11 �r—lii�il. 6x6 10/10 WIRE MESH (OR II^V FIBER MESH) yll i� OVER 6-MIL VAPOR BARRZIER �] Q f (5EE FOUNDATION PLAN FOR SLOPE) _ GLEAN COMPACTED 20"xl0" FOOTER VU z i_ T11 TERMITE TREATED FILL 3 #5 BAR CONT. GURE3 EOOTI NO DETAIL AT OARAOE SCALE. 1/2" • 1'-0" FOUNDATION NOTES: I. SEE FLOOR PLAN FOR FILLED CELL LOCATIONS. 2. ALL INTERIOR DIMENSIONS ARE BASED FROM THE OUTER EDGE OF THE FOUNDATION SLAB. 5. ALL 501L UNDER SLAB AND FOOTINGS SHALL BE TREATED FOR TERMITES. 4. ALL REINFORGINO STEEL LAPS SHALL BE 40 BAR DIAMETER MIN. 5. CONCRETE FOR SLAB AND FOOTERS SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. 6. CONCRETE (GROUT) FOR LINTELS AND FILLED CELLS SHALL HAVE A MIN. COMPRESSIVE STRENGTH 5000 P51 AT 2& DAYS. -1. MORTAR SHALL BE TYPE 5. &. REINFORCING STEEL SHALL BE MIN. OF GRADE 40. q. ALL EXTERIOR WALL5 A55UMED TO BE GMU U.N.O. 10. ALL ANGLES ASSUMED TO BE 45 DEGREES U.N.O. FLUME3ING NOTES: I. WATER HEATER TEMPERATURE � PRESSURE RELIEF VALVE SHALL BE VENTED FULL SIZED TO EXTERIOR OF STRUCTURE. 2. WATER HEATER AT MAIN FLOOR LEVEL OR ABOVE SHALL BE IN A PAN w/ DRAIN TO EXTERIOR OF STRUCTURE. MAX. SPAG I N5 OF FILLED GELL5: USE 6-0" HORIZ. SPAGIN6 - 01'4' GEILIN6 MAX. USE 6-0" HORIZ. 5PAGIN6 - 10'-0" TO 12'-8" GEILING MAX. USE 6-0" HORIZ. SPAG I N6 - 12'-8" TO 18' GE I L I N6 MAX. ADD LINTEL N/ (1) #5 GONT. @ a'-4" HOT. (+/- 8") I I i f i i 4n'-n" 25'-411 ICGDI B 24"x24"A2" DP. GONG. PAD w/ (5) #5 REBAR EAGH WAY B IGDI x�,_o„ GONG. PAD 5 1/2" D -- L N F/5.0-P. © O REGE55 AS PER o S.G.D. RECESS AS PER MANUFACTURER'S INSTRUCTIONS MANUFACTURER'S INSTRUCTIONS' BLOCK CELL FILLED WITH N CONCRETE AND 145 ROD _ FROM FOOTING UP TO I ^ I� "' 3 I/2" GONG. FLOOR SLAB - N LINTEL TIE BEAM (TYP.) Off' `r (2500 P.5.1.) w/ 6xbxlOxlO N L _ —1 W.W.M. OR FIBER -MESH ON 6 `t MIL. V150. ON GLEAN WELL COMPACTED TERMITE TREATED FILL PROVIDE ELECTRICAL GHA5E FOR ISLAND i ® PLUMB. CHASE .EF. 2 6 1/2 to � A/C CHASE •• `�0. I N — I cv - / F 2 STEP-DN NH G ® I PLUMB. CHASE _ 11'-51/4" 5'-61/2" '- I4" I 4'-101/2" 5 8 / r 14'- 1 5 /2 r NOTE: FOR Cl'-4" MA5ONR'Y WALL5 ® W/ SECOND FLOOR ABOVE T FILLED CELLS TO BE 6-0" O.G. MAX I N i AT BOTH SIDES OF A 6•-0" OPEN- INO OR GREATER. 5EE FLOOR PLAN FOR FILLED CELL LOCATION. I cDl 3 I/2" GONG. FLOOR SLAB (2500 P.5.1.) w/ bxbxlOxlO 24"x24"x 12" DP. GONG. PAD (5) #5 B w/ REAR EACH WAY E W.W.M. OR FIBER -MESH ON (o MIL. V150. ON GLEAN WELL COMPACTED TERMITE 'Fi TREATED FILL —u% — ®— L L -- , ---- — I'-4" I'-4�' —� m in MD-- ---------L® ' q I I'-211 8'-10" 2'-0" 16'-O" 2'-O" 20'-0" 20'-0" 40'-0" FOUNDATION/PLUMBING PLAN NOTE: SEE GO SHEETS FOR DETAILS AND SECTIONS. o 6 SGALE: 1/4" = 1'-0" IA GDI r.; . r A/� COMP. SITE LOG. I ° I I I.. A 51 e GDI F{ HB mat <t IY r I� 3' i REV. DATE a I (MONO TO 5TEMWALL) 7/8/05 r, J 4 3 Y. ♦-i M -. co w _ . .+ 0�"wa;W0 0 ��P�wE"H" o r CD tf° 3 r _= E, E+ E co wwp WwP-4 e �i.., • ., C7 O U Z Ca co C) a ` Cl G, Z N a Z 0 0 e,aCaHWQZ� ww w� wz Wwww�o4� ,. Ex-.,`��HM o c • Q ® CD �4 zco U c � o C)Lo E-+ .. "r4 F1•I O F, W I cn O� c awn by: HLJ ecked by: Gp �lleet: 24"x24"x ;�" PULL SGAL .ale: II"AT HALF 5GALE FOUNDATION PLAN THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 M.P.11. 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 EDITION. rr 00 r t ,1 WALL BEYOND - v 3 1/2" CONCRETE SLAB (MIN. 2500 P.S.I.) W/ 8"x8" THICKENED EDGE 6x6 10/10 WIRE MESH (OR W/ FIBER MESH) W/ 1 #5 BAR GONT. 3 I/2" CONCRETE SLAB (MIN. 2500 P.5.1.) W/ EXPANSION JOINT OVER 6-MIL VAPOR BARRIER OPTIONAL 2x4 6x6 10/10 WIRE MESH (OR W/ FIBER MESH) NON -BEARING WALL TYP. DRIVEWAY I , (SEE FOUNDATION PLAN FOR SLOPE) I In Q OVER 6-MIL VAPOR BARRIER i Q , 32 SLOPE TO R/W 32 w I j 1 8 G.M.U. I`� EE- (SEE FOUNDATION PLAN FOR SLOPE) I III=I1III=1 3, L I Lu (5 TIERS MAX.) — It I1=III—III= 4_ _ I I —I 11=1 I I —I 1 „ tX I 4 -- a- - . a - =.-° -m I��; -- 11 I -I I I -I I I 3 I/2"'CONCRETE SLAB (MIN. 2500 P.S.I.) W/ 32 Q m i / . ° _ I=i 11-I I __ i I =1 11=1 I FE _ IIhIII -111=1I , I I-III=III: 6x6 10/10 WIRE MESH (OR W/ FIBER MESH) OVER 6-MIL VAPOR BARRIER 11 �=III= — I I=II—� I I J > °• 1•• =IIh1 I I � (2) VERTICAL #5 BARS �—III— I I —I I I�IIF _ (SEE FOUNDATION PLAN FOR SLOPE) -III—III 4 : III—I1 ? CORNERS AND (U #5 BAR -III=1 , _ 2 2 - s - T _I I ®8 -O MAX. GONNEGTING I 111=I� 3 i 3- �- — ; , j=_j _ I I• a: I i 1=1 - ;Tff� I I I III- GLEAN GOMPAGTED I I L- GLEAN COMPACTED MEL - I=� (I TERMITE TREATED FILL IIII (IIII II (III I I I= 111= I 1=� I I FOOTER TO THICKENED EDGE -III- III=III-1I I=1I I I1- — —1I "—' ' GLEAN COMPACTED _ — I6 x8 FOOTER W/ - —III- TERMITE TREATED FILL 1 I I�I 11,IIII1 ❑ g, TERMITE TREATED FILL ' I1=111=1I1=111i= 111=' • 2 #5 BAR GONT. 8 x8 THICKENED EDGE 1 45 BAR GONT. 16 x8 FOOTER W/ 11-411 1 #5 BAR GONT. I I - #5 BAR GONT. GARAGE DOOR REGE55 FOOTING IDETAIL AT GA�A� IDDO 0 F5T T IfCf� N � D T I RAI5 D T IIC<ENE[D EID� DETAIL SCALE: 5/4" = 1'-0" SCALE: 5/4" P-O" SCALE: 5/4" = I'-O" 2x4 STUDS ® 16"O.G. , #2KD S.P.F. MIN. 2x4 STUDS @ 16"O.G. #2KD S.P.F. MIN. 8 G.M.U. 2x4 P.T. BOTTOM PLATE W/ 1/2" DIA. x 3" ANCHOR BOLT 2x4 DEL TOP PLATE 2x4 P.T. BOTTOM PLATE W/ 2x4 DEL TOP PLATE SLAB TO TIE BEAM TYP. I OR EXPAN5ION ANCHOR w/ TO STUD/ SPH4 @ 1/2" DIA. x 8" ANCHOR BOLT EVERY OTHER STUD TO STUD/ SPH4 6 EACH DOWN CELL. II 4" MAX. CHASE 2"x2"xl/8" WASHERS LOCATED OR EXPANSION ANCHOR w/ (SEE FLOOR PLAN FOR {il „ EVERY OTHER STUD (5GHD. #40 PVG MIN.) WITHIN 6" OF EAGt-I CORNER 2 x2 xl/8 WASHERS LOCATED FILLED CELL LOG.) III THROUGH FOOTING 4 52" O.G. MAX. ELSE WHERE WITHIN 6" OF EACH CORNER ' 4 52" O.G. MAX. ELSE WHERE I #5 DOWEL W/ 12" HOOK 3 1/2" GONGRETE SLAB BOTTOM PLATE TO STUD/ A ` 4 25 LAP MIN. -\ #5 BARS w/ 25 MIN. LAP (MIN. 2500 P.S.1.) W/ 6x6 10/10 3 I/2 CONCRETE SLAB ' SPH4 � EVERY OTHER STUD ,BOTTOM PLATE TO STUD/ ,II AS SHOWN/ FILL CELLS SOLID (MIN. 2500 P.5.1.) W/ 6x6 10/10 III WIRE MESH (OR W/ FIBERMESH) 8" G.M.U. ill, _ OVER 6-MIL VAPOR BARRIER WARE MESH (OR W/ FIBERMESH) SPH4 EVERY OTHER STUD I OVER 6-MIL VAPOR BARRIER VARIES (SEE FOUNDATION PLAN FOR SLOPE) I Ila _ 1 ° r=T �° —..�° 32" a—_32 0 :I1 MI I I= —-— 444. IJFIN15H GRADE 11 _ d I _l I _ -111-III 11=111=4 ,a,1>1'-rl-.=I I 1=1 11=1= III -III= �' -III=1 I I=1 3 1/2" GONGRETE SLAB (MIN. 2500 P.S.I.) W/ - - IT— —ii- -n - - 20"xl2" FOOTER W/ I I IL�I=11 I - GLEAN GOMPAGTED z I I=III-I a i (_III=I I' GLEAN COMPACTED I I 20 A2 FOOTER I^V ,u, ,1 ,u, -� - ,u, I TERMITE TREATED FILL 6x6 10/10 WIRE MESH (OR W/ FIIBER MESH) I I TERMITE TREATED FILL 3 15 BARS GONT. INr 3 #5 BARS GONT. _ _ � �' 4 Ii '• ° _OVER 6-MIL VAPOR BARRIER - - - - J - - - - -� '4" MAX. CHASE -III 4" MAX. GHA5E I ADD #5 BAR(5) THROUGH I=_(SEE FOUNDATION PLAN FOR SLOPE) ADD #5 BAR(5) THROUGH I'-8" FOOTER CHASE(5GHD. #40 PVG MIN.) a '----- -(LAP #O TER @CHASEUNDER CHASE (5GHD. #40 PVG MIN.) THROUGH FOOTING I- GLEAN COMPACTED THROUGH FOOTING (LAP #5 BAR(5) UNDER CHASE 16"x8" FOOTER W/ 1 111=1 1- "-� I- ADD 20"AO"xl6" FOOTER �� TERMITE TREATED FILL ADD 20 xl0 xlb FOOTER AND CONNECT TO EACH GONT. I -4 AND GONNEGT TO EACH GONT. BELOW GONT. FOOTING 2 #5 BAR GONT. BELOW GONT. FOOTING #5 BAR ABOVE CHASE) � GI-IASE GROSSING #5 BAR ABOVE CHASE) @ CHASE GROSSING E CURE FOOTING [DETAIL AT C:�ARAC:�E � INTERIOR 5 ARINr_;� WALL FTC. DETAILI_ OFF,5T 5E/4INS WALL FTC. DETAIL ID SCALE: 3/4" = I'-O" � � D SCALE: 3/4" = I'-U" - FTC. W/ (5) #5 3 I/2" GONG. -- (I II I 1I II II #5 REBAR TYP. II II II L — GONG. FILLED GELL5 W/ II IIII —, I # 5 BAR VERTICAL} ❑ ❑ BENT BARN 25" LAP E.W. TYP OF 3 ❑ ❑ 1i N.T.S. GONG. FILLED GELL5 W/ i # 5 BAR VERTIGAL GONG. LINTELBLOCK FILLED 8„ .2 PRECAST GONG: GMU COLUMN li GMU COLUMN LINTEL GONG. • FILLED W/ 1 #5. BAR #5 DOWEL W/ 12" HOOK III III #5 DOWEL W/ 12" HOOK 4 25" LAP MIN. Iii Iii 3 1/2" GONGRETE SLAB (MIN. 2500 P.S.I.) W/ 4 25" LAP MIN. "iii 3 1/2" GONGRETE SLAB (MIN. 2500 P.5.1) W/ UP TO 16' (NON-BEARIN(3),U5E =Fi'I 6x6 10/10 WIRE MESH (OR W/ FIBER MESH) iii 6x6 10/10 WIRE: MESH (OR W/ FIBER MESH) 1 #5 IN HEADER.. 16BEARING•4 OVER 6-MIL VAPOR BARRIER Iii- OVER 6-MIL V•NPOR BARRIER AND IV USE 2 #5 BARS 1N HE,ADER. SEE ELEVATION FOR FIN15H iIi ili (SEE FOUNDATION PLAN FOR SLOPE) SEE ELEVATION FOR FINISH Iii (SEE FOUNDATION PLAN FOR SLOPE) E ID I III III II~ H. r�EAIDR [DETAIL III III II ' FIN15HEO GRADE lii III FINISHED GRADE !!; N.T.S. 4� #5 ROD IN FILLED CELL ,Ilia �Il �' ° II 4 .• _ 2 ,III, • � . II °� .�. 4 2 4 I ° 4 1=1 I' a I 1=III- _I - z 1 �_� �'I .. :' '.a • ''' ° �-III= -' .III- TIED TO GONT, ROD IN — — — — _ -III_ FOOTER 4 LINTEL ROD r- - 11=11 ( - III= =III ---- ---- III= ABOVE 00"MIN. HOOK) GLEAN COMPACTED I ❑ I •a GLEAN COMPACTED -' 1 I I I I-1I L I I I=1I1=1 11=1 I I- IIII- TERMITE TREATED FILL II I TERMITE TREATED FILL 1 =1 I I I I=1 I I=1 I I=III=1 I I=1 I 1 2'-0" 24"x24"xl6" SPREAD FOOTER W/ 3 #5 BARS ® 6" O.G.E.W. MULTIf=LE COLUMN FOOTING [DETAIL SCALE: 5/4" = 1'-0" 2'-O" 24'1x24"xl6" SPREAD FOOTER W/ 3 #5 BARS @ 6" O.G.E.W. SINGLE COLUMN FOOTING [DI __TAIL SGALE: 3/4" = 1' 9 7— _-H A Y. II PRE-ENGINEERED TRUSS @ 24" O.G. W/ (1) MT512 @ EA. TRUSS U.N.O. (SEE "5-2" SHEETS FOR TRU55 PLANS) COMP. SHINGLES OVER 154 FELT (FELT: A5TM D 228 TYPE 1) ON 1/16" 05B OR COX SHEATHING ALUM. DRIP *15 ALUM. FA5GIA 2X4 OR 2X6 SUB FASCIA ELEVATION VENT. ALUM. SOFFIT ROOF SHINGLES: (1) MEETS ANSI/ UL 1q0, GLA55 A, A5TM D3462, UL qql/ ASTM D3161 (2) SECURED w/ (4) NAILS EA. (5) MEETS UL R2455 PROGRAM REFER TO ELEVATIONS FOR FIN15H 1/16" OSB SHEATHING 2"x4" BASE PLATE FASTENED W/ 2-12d1 NAILS @ 12" O.G. — L5TA18 ® EVERY: OTHER STUD 2"x4" GONT. RIBBON BOARD ' FASTENED W/ 3-I0d .NAILS FASTENERS AT EACH FLOOR JOIST PRE-ENGINEERI D FLOOR TRU55 @ 24" O.G. (1) METAI6 EVERY FLOOR J015T (U.N.O.) SEE ELEVATION FOR FINISH PRECAST SILL 1 #5 BAR VERTIGAL IN GONG. FILLED CELL FROM SLAB TO TIE BEAM TYP. EACH DOWN CELL. (SEE (FLOOR PLAN FOR FILLED CELL LOG) #5 DOWEL W/ 12" HOOK 4 25" LAP MIN. CHAIR BLOCK (W/ (1) #5 WHEN 5 TIERS OR GREATER FINISH GRADE 26 GA. GALV. FLASHING: (1) 6-q0 GALV. GOATING (2) MEETS A5TM A521 SEE ELEV. (3) REGULAR POLYESTER (4) 1.0/ 0.5 MILL. W PRIMER rpITCH (5) MIN. THIGKNE55 0.001 IN. (6) CHROMATE TREATMENT BEARING HT. _ : SEE ELEVATION R-30 INSULATION 1/2" GYP CEILING BOARD DEL. 2"x4" TOP PLATE HEADER HT. SEE ELEVATION DBL. 2x12 HEADER w/ 1/2" PLYWOOD FLITCH (REFER TO HEADER SCHEDULE) WINDOW (SEE FLOOR PLAN FOR 51ZE LOCATION) MARBLE SILL R-11 INSULATION il2l,.oYp BOARD 2x4 #2 5.P.F: MIN. STUDS @ 16" O.G. BASE TRIM A5 SPEC, 5/4" OSB T46 SUB -FLUOR DEGKING GLUED AND NAILED 1/2" GYP CEILING BOARD 40. LINTEL BLOCK W/ 1 #5 ROD HEADER HT. SEE ELEVATION PRECAST HEADER W/ 1 45 ROD WINDOW (SEE FLOOR PLAN FOR 51ZE 4 LOCATION) 0 MARBLE SILL R-4.2 FOIL 1/2" GYP BOARD OVER 3/4" P.T. FURRIWO Ii 8l, G.M.U. r I' a BASE TRIM A5, 5PEG. 4" CONCRETE SLAB (MIN. 2500 P.S.I.) W/ II. 6x6 IQ/10 WIRE MESH (OR W/ FIBER MESH) I,. OVER 6-MIL VAPOR BARRIER I' II II II' 0'-0" FIN. FL. ---4 m:.. a GLEAN COMPACTED II (SEE DETAIL "E" FOR it III-� TERMITE TREADED FILL FOOTER CHASE SPECS) - F p °°. 4 i i . 20"x IO" FOOTER W/ 4 (5) #5 BAR GONT. TYPICAL TWO STORY F ,41E OVER 0" GMU WALL .'SECTION SCALE: 5/4" = 1'-0" . 11qNE ENGINEERING (407) 774-9003 FAX: (407) 774-8477 P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716 THOMAS J. ANDERSON PEA 47819 REV. I DATE O E- Hzoa xz p-, �w�w ��c7�PaE"H� o wQ�www�wo H�UxE-4 h Hq� H wwQ WW��x x wHcn�j x Cln�"gx,�0�v�i � z p''�WgHvi�Z O � co Wwp'"WHi�wz a�W��OZ� pq MI'm co 0 Q; C.fl O di r—•1 O I � � o ;Q)i w <I I � � O Lo E- Z >, W F; alb 1 d E- cn a---4 L� C drawn by: _ checked by: Gp date: Sheet 24"Ob" FULL 5GALE Scale: II"xIT HALF 5GALE FOUNDATION AND WALL DETAIL5 THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 M.RH, 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 EDITION,CD1 a 1.403 n f fZEV. I DATE COMP. 5HINOLE5 OVER 15# FELT (FELT: A5TM D 228 TYPE 1) ON 1/16" 055 OR GDX 5HEATHIN6 PRE-EN6INEERED TRU55 @ 24" O.G. H/ (1) ME-FA22 @ EA. TRUSS U.N.O. (SEE "5-2" SHEETS FOR TRU55 PLANS) ROOF 5HINOLE5: (1) MIEET5 ANSI/ UL 1610, GLASS A, A5TM 05462, UL glgl/ A5TM D3161 (2) SEGURED N/ (4) NAILS EA. (5) MEETS UL R2455 PROGRAM 26 OA. 6AILV. FLA5HIN6: (1) 6-q0 6ALV. GOATIN6 (2) MEETS ASTM A52-1 (5) REGULAR POLYESTER SEE ELEV. (4) 1.0/ 0.5 MILL. N/ PRIMER (5) MIN. THIGKNE55 0.0181 IN. PITGH ((q) GHROMATE TREATMENT ALUM. DRIP BEARING HT. SEE ELEVATION ALUM. R-30 INSULATION FA5GIA 1/2" 6YP GEILIN6 BOARD SEE a® LINTEL BLOCK W/ 1 #5 ROD 2X4 OR 2X6 SUB ELEVATION HEADER HT. ' FA5GIA SEE ELEVATION VENT. ALUM. PREGA5T HEADER W/ 1 #5 ROD SOFFIT WINDOW (SEE FLOOR PLAN FOR 51ZE $ LOGATION) SEE ELEVATION FOR FINISH MARBLE SILL R-4.2 FOIL PRECAST SILL 1 #5 BAR VERTICAL IN I/2" GYP BOARD OVER GONG. FILLED CELL FROM ,' 5/4" P.T. FURRING SLAB TO TIE BEAM TYP. 'p 8" G.M.U. EACH DONN CELL. (SEE FLOOR PLAN FOR / ' BASE TRIM AS SPEC. FILLED CELL LOG.) ICI 3 I/2" CONCRETE SLAB (MIN. 2500 P.5.1,) N/ #5 DOWEL H/ 12" HOOK III Ilia 6x6 10/10 HIRE MESH (OR H/ FIBER MESH) 8 25" LAP MIN. II OVER 6-MIL VAPOR BARRIER III 0'-0" FIN. FL. CHAIR BLOCK (H/ (1) #5- 7 '" m HHEN 5 TIERS OR GREATER ,1 -T III —III � ll I —I 111=1 I FIN15H 6RADE ii III=III- III —III= _ -111H 1 I I_ il` I I —III- GLEAN GOMPAGTED z .11 11=1 il. I=1 I—� TERMITE TREATED FILL (SEE DETAIL "E - GDI° FOOTER GHA5E SPEG5.) �y . . ii IIIIz III G II - _L 4 LIII-1 It jf=,pill 16"x8" FOOTER H/ 2 #5 BAR GONT. A TY1ICAL 0" CI-U WAL=L=. SECTION Ci D 3 SCALE: 5/4" = I'-O" USE (2) 2X'a IN ABSENGE OF LOAD —\ BEARING WOOD OR GONGRETE HEADER FOR PERIMETER NAILING) INTO SUB-5TRAI6HT _ THROUGH 5HEATHIN6 USE 8d NAILS @ 12" O.G. FOR RADIAL FRAMING USE 2X4'5 @ 8" O.G. MAX. 5PAGING H/ 8d NAILS ON BOTH ENDS GONNEGTIN6 1/16" O.S.B. 5HEATHIN6 'RE-GA5T GONG. LINTEL i REBAR (SEE LINTEL SGHED.) PRE-GA5T GONG. LINTEL #5 REBAR (SEE LINTEL SGHED.) r IG. BLOCK NALL FILLED N/ ,REBAR-GONT. FR&M FND. 50NO BEAM' WINDOW AND DOOR ANCk4OF-,=,'ING FOR MASONRY/ FFRAr-I N.T.5. ' NOTE: (THESE REQUIREMENTS APPLY WHEN WINDOW/ DOOR MANUFAGTURERS FASTENING METHOD 15 NbT 5PEGIFIED) F'T IX PUCKS FQR WINDOWS AND DOORS PT 2X BUGK5 FOIz WINDOWS AND DOORS (ALTERNATES . 1.) NAIL W/ .IOq DIA OR HEAVIER POWI=R NAILS 8" VG AND 3" MAX. FROM ENDS TYP. WITH I.) INSTALL 3/16" DIAMETER SELF TAPPING GONG: 3/4 MIN. EMBEDMENT INTO BLOCK. ANGHORS E16HT (8) INGHES MAX. FROM EN05 AND 24" ON CENTER MAX. WITH I" MIN. EMBED. 2.) FOR FA5-FENINO HINDON5 AND DOORS TO SUBSTRATE INTO BLOCK. (SEE MANUFAGTURERS 5PEGIFIGATION5) 2.) FOR FA5TENIN6 NINDON5 AND DOORS TO SUBSTRATE (SEE MANUFAGTURERS SPEC, IFIGATION5) , I i i USE 8d NAILS 12 O.G. MAX 2X P.T. BUGK5 TYP. N/ 1/16" O.S.B. SHEATHING PRE-GA5T GONGLINTEL . 2X BLOGKIN6 H/ 8d NAILS @ 16" O.G. P.T. 2X'E, FOR MASONRY X GONG.'BLOCK HALL FILLED N/ • 1 #5. REBAR GONT. FROM FND. TO. BOND BEAM (TYP.) 1(qd NAILS @ 2" O.G. EA. END TYP. II WINDOW OPENING GONNEGTING 2X HEADER TO 2X BUGK5 II6-0" MAX. TRANSITION FROM IX TO 2X P.T. BUGK FOR MA50NRY OPENIN65 r WINDOW OPENING- "' TRANSITION FROM IX TO 2X P.T. BUGK FOR MASONRY OPENIN65 RADIAL FRAMING FOR WINDOWS N.T.S. NOTE: (FOR MA5ONRY OPENIN65 U5E 2X E3UGK5) I.) INSTALL 5/16" DIAMETER SELF TAPPING GONG. ANGHOR5 EI6HT (8) INGHES MAX. FROM ENDS AND 24" ON CENTER MAX. HITH V MIN. EMBED. INTO BLOCK. n AL TEFRNATE WINDOW PEAD R lt",ISIDE M,45ON "' OPENING N.T.S. (2) MT512 @ TOP PLATE NAILED TO HIP 61RDER5 AND HEADER U.N.O. PRE-ENGINEERED TRU55E5 HEADER (U.N.O.) DBL. 2x12 #2 5.Y.P. W/ 1/2" FLITGH (REFER TO HEADER 5GHEDULE) (2) #2 S.Y.P. =ADER JAGI EACH 51DE FULL LENGTH WALL STUDS NO GONNEGTORS REQ'D 2x4 BLOGKIN6 @ LSTA18 6 8-8d NAILS OVER 5HEATHIN6 TO BLOGKINO (USE (2) MT512 TO ANCHOR TO FLOOR TRUSS 61RDER U.N0.) E—H (1) MT512 EA. @ TOP PLATE H o w x ao — U.N.O. ( SEE "5-2" SHEETS FOR x z F' w rn w,4co TRUSS PLANS) ao >, A W � o o awU'' P, 00 - U O wz Wwwaw� El H (2) 5PH4 @ TOP OF HEADER w p z a w (1) PER HEADER J:NGK AS REQ D E- Co x co O � W EE-4 N �WQE.. CO ww�w�`wz E- TOP PLATE wwo E- �' o o c o Cfl .-•1 �" CrJ ' co co — 2x4 #2 5.P.F. 5TUD5 ® 00 16" O.G. cn W Un x �U (D LSTA18 o TOP 4 BOTTOM N — OF HEADER JACK AS REQ'D (1) PER HEADER JACK r-1 2x4 BOTTOM PLATE E-1 ON 5/4" T. & 6. DEGKIN6 � � O Q' ICJ LET -IN 2"x4" GONT. RIBBON BOARD O FASTENED" 3-12d NAILS FA5TENER5 AT EACH FLOOR J015T PRE-ENGINEERED FLOOR TRU55 N/ META16 @ EAGH FLOOR TRU55 & " 8-8d NAILS OVER SHEATHING TO TRUSS E-1 2x4 PT 1,AILER TOE NAILED I" ,,4 TO FLOOR TRU55. (SEE PANEL ATTACHMENT DETAIL FOR NAILING) I[ LINTEL BLOCK N/ 1 #5 ROD 2r)d FL OOF, EXTERIOR FRAME WALL � r AND Ot N I NG UNDER P I F GIRDERS ; N.T.5. 5/4" GDX T46 DEGKIN6 USE (1) MTSM20 N/ 10-d NAILc- J015T AND (4) 5/16" X 2-1/2" TAP6ON5 2" O.G. MIN. @ MASC —, 2x10 OR 10" TJI FLOOR JOIST @ 12" O.G. PRE-ENGINEERED FLOOR JOIST 24" O.G. 1 I (� J J MASONRY HALL drawn by: _ checked by: Gp MISSED STRAW DETAIL�O� date: 3/I/03 INE Sheet 24"x5b" FULL SCALE PAL=CON�I' FLOOR JOIST TIE Scale: II"xl7" HALF SCALE •�O MASONR"' WALL (407) (407) 774-9003 FAX: (407) 774-8477 FOUNDATION � P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716 FRAMING DETAILS N.T.S. THOMAS J. ANDERSON PEA 47819 THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS rN OF THE FLORIDA BUILDING CODE 2001 EDITION. CD� JU1�1_�3 M v is { �I BASIC WIND SPEED -_ 100 M,P.H. (FASTEST MILE) 120 M.P.H. (5 SEGOND GUST) WIND IMPORTANCE FACTOR = 1.0 WIND EXPOSURE GATEOORY = B ENCLOSED STRUCTURE: APPLIGABLE INTERNAL PRESSURE COEFFICIENT =± 0.0 (INCLUDED IN DESIGN WIND LOAD) DESIGN WIND LOADS WALLS TRADITION QIJALITY VALUE U.1vi :.1. ALL PLAt\tS.,4izE C�ENE(�=,ATED UJITN THE AID OF COMPUTER AID DiZAFTINC� SYSTEI"f. 2. DIMENSIONS AND NOTATIONS ON PLANS.I-IAVE PREFERENCE OVEF;P, C-CRAP+-IIG DEPICTIONS AND SHOULD AZ � BE UTILIZED TO SETTLE ANY DISC�E�,4NGIES - AN1' DISGREPANGIES SOUND SI-{OULD BE FORWARDED TO THE •. r. r rr,..y-,m,rv:; T.rr,�r„a ,arr.,v, r.r,rt,r� PI aNNINr 11Nr IrN DEPARTMENT <7F PF117FR !-ICJMFS INC ' - ROOFS = +20 , -2o PSF t' . 31 fi�l- ,4l�is 1� C 1�1E 1�,4 TE D .1= 01„1 A �C011'11� ON rf Af=i-I I C D,4T - (-50 PSF AT OVERHANGS)ElAeE ALTAMONTE ..,:SPRING$ � EL 312741-- 4®`� 0 339 �41 � 4 I, IJITH'1„IODII=ICATIONe ,4e i;PE0IJIfizED TO ADAf=T STRUCTURAL LIVE LOADS - FLOORS (BALCONY) = 40 LIVE/ 15 DEAD PSF % i=LANS TO LOCAL BUILD INCH COND I T I ON5 AND 51=1=C5 F01z - STAIRS = 40 LIVE/ 15 DEAD PSF EACH Lotr-4L IT-r'. - ROOF = +25/ -25 PSF VI RESIDENTIAL UNPROTECTED) N ) �\ � `� F�-,4 �� U C: T1 0' �� EE �� I �� CONSTRUCTION TYPE• ( i NUMBER OF STORIES: 2 BUILDING HEIGHT: 22'-2" (MEAN ROOF HEIGHT) a 1, THIS STi�UCTUfi�E ;HAe BEEN D" �1C. >\l l� TO MEET,3-ALL . 4-IOI.I�� L,4,�as TO �� 2 00 ��f CONCi��T� MINIMUM 01� EXCED 'T�-1 z ' 2.0 li''r.f .+�: C3 � C. C->1 5T� l.Ui1�1D L:0,4D' ANDALL GAFP,,4C-;E eL,45.5 TO E5E 2�00 f eI CONCfi`ETE srruc�rul�AL NOTES: fi;; CE OU lz 11'I � l�1T s . • 1= 'T �-1', I^ L. O i�� D ,4 . 31� I � 1� .I N CODE., 1„IIN11�1U1T'I UNL 55 NOTED •OT1-IEfi�l.UlsE. 2001 E D•I T I ON.. I) CODES:. 4. T *T F=)ICAL WA 5ECTION5, 1=0UNDATION:DETAIL5, 1.1 Florida Building Code, 2001 Edition `:' 2 ��- �,Ij1�-1"1� 50I.L. 1�1�E55Uf�E I5 2000 •' �i��41„�INCB D T,4I S; 1�OOF DETAIL_&, AND 1.2 Building Code, Requirements for Reinforced Concrete (AGI 8- ) . ' .LB5�5F-: •.. ENGINEEF; IN, Sf=ECIPI'C4TlON5 i�E r1=OU1�iD 1:5 American Society of Civil Engineers Minimum Design i_oads f'r Buildings 2.1 VE 'IF'' ,4CTU4.L CONDITIONe 1=''fi lOi� "TO 'L_,4CINC ' 01=" a ON ��5�� AND 11CD11 5I4.EET&, and Other Structures (ASGE 7-q8). CONC�'ETE. I>�.'j=0UND,4TION 15. ON F=F Ef=AFDE1� 1=1I,-L_, , 2) CONCRETE: SI I T ,1+311_ I OF FILL. F0� " USA ,4S FOUNDATION ' 5 5 L L_ IJ , T 1u1'EED.L�45 IN T4 D �1J1�iE i�'C> IIED B'i' CODE' 5EA1;;;,'IN. 1„1AT:RI,AL• 2.1 Concrete Gompressive Strength at 28 days: 2.1.1 Precast with standard reinforcement - 5500 PSI 2.2 �EC011'I�',4CT D15TUi�B .D SOIL IN 1=00TINC �OTT011'I5 &.ALL- CONSTi�UCTION 5,1�EC1FICATIO.NS .1�lO.T COVEi�ED IN T�-I15 S�EET, 2,1.2 Precast with prestress reinforcement - 5000 PSI :. Ofi� TO 1 �,4CE:MENT OF CONCfi�ETE. 01� IN, F=LAN•"5ET5 AND �F-NEf;P1AL - 5f= C' �FICr4.1 (OHS, ,41�� TO MEET 2,1.5 Concrete fill (placed in field) - 2,500 11`51 �L_L 1=�'L.IC,45,L .-&TATE' AND LOCAL BUILDINr CODES. 2.2 Relnforcing Bars: 2.2.1 Steel placed in precast lintel at time of fabrication �. . ASTM A615 (Grade 60) 2.2.2 Steel in lintel and knockout block (placed in field) ASTM A615 (Grade 60) 2.2.5 Min. lap = 40 bar diameter all throughout 2.5 Prestress Strands ASTM A416 7-Wire 2.4 Detail Reinforcement in Acordance with ACI 515 2.5 Concreting Operations Shall Comply with AGI Standards 2.6 Provide the following coverage over reinforceing: Bottom /Top / Sides Footings: 5" / 2" / 5" Beams: 1 1/2" Columns: 1 1/2" 2.7 Concrete shall be mixed in accordance w/ ASTM G-ci4-78A 2.8 Fill for slab shall be placed in 12" layers - rolled. and/or compacted to minimum field density of 1515% as measured by the modified proctor test per AASHTO T-00. All fill shall be clean sand, free of organic or other deleterious materials. 2.1 All dowels, sleeves, conduits, inserts, blackouts, anchor bolts and drains shall be in place before concreting. For openings and special features omitted on these plans, see Architectural or Mechanical plans where applicable, 5) MASONRY 5.1 Design and Gonstruction Shall Conform to t'1he Specification of the National Concrete Masonry Association and AGI 5 0.1-qq / ASGE 6-1q 5.2 Minimum Masonry Unit Stren(3th: fm = 1,500 PSI 5.5 Mortar Shall be Type S 4) WOOD: 4.1 Wood Products Promotion Council 4.2 All Structural Wood Members Shall Have a Controlled Fiber Stress Grade of at Least 1200 PSI (Fb) TA5LE OF CONTENTS, SHEET DESGRIi�TiON . GS-I.O COVER SHEET S-1.0 FOUNDATION PLAN , A-1.0 , 1.1 FLOOR PLAN , A-2.0 EXTERIOR ELEVATIONS 5-2.0 , 2.1 ROOF TRUSS PLANS A-5.0 INTERIOR � GABINET ELEVATIONS E-I.0 , I.1 ELECTRICAL PLAN (GD-SHEETS) CONSTRUCTION DETAILS AND SPEGIFIC.ATIONS E-� E"� ao�w�wHw wzo�Nw,-•,�n WAZw'W�4W o o H ZE.,hA� E, E" Z tx w wE-4Max p�p`Z,�E-+q G1', Z 0 Ex- C) Cf)n per., Iwa ZZE-1 Q,�WAEE-+-`co w w w ,._, w Z vnwwa�C) F oT' Cn Uo z O El w Ql�la rti HCD' • FLAN RE VISIONS SCHEDULE REV DATE SHEETS AFFEGTEID. ' DESGRIFTION OF GHANCES- MMINE C. O 0,401 u � o � o drawn by: HLJ checked by: GP date: 5/15/05 sheet: 24" 06" FULL SCALE scale: II"AT HALF SCALE GOVER SHEET THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE. 120 M,P,H, 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 EDITION, n j GONG. FILLED CELLS W/ �I I # 5 BAR VERTICAL 05 DOWEL W/ 12" HOOK b 25" LAP MIN. Ili 3 1/2" CONCRETE SLAB (MIN. 2500 P.5.1) W/ 111 (oxb 10/10 WIRE MESH (OR W/ FfIBER MESH) 11 OVER 6-MIL VAPOR BARRIER FIN15HED GRADE jli I,I (SEE FOUNDATION PLAN FOR %LOPE) 1. 1 IL-''� 4" MAX. A/C CIHA5E Y • -«1 , — (SGHD. #40 PVC MINA THROUGH FOOTING ADD (1) #5 BAR H/ 7 1 — — — — GLEAN COMPACTED 50' LONG ® A/C CHASE I'_8° TERMITE TREATED FILL (LAP #5 BAR(S) OVER CHASE 20"x20" FOOTER IrV AND CONNECT TO EACH CONT. 5 05 BAR CONT. #5 BAR UNDER CHASE) FOOTING DETAILT CP�Rt��CE q),C,UR5E3 I FOUNDATION NOTES. I. SEE FLOOR PLAN FOR FILLED GELL LOCATIONS. 2. ALL INTERIOR DIMENSIONS ARE BASED FROM THE OUTER EDGE OF THE FOUNDATION SLAB. 5. ALL SOIL UNDER SLAB AND FOOTINGS SHALL BE TREATED FOR TERMITES. 4. ALL REINFORCING STEEL LAPS SHALL BE 40 BAR DIAMETER MIN. 5. CONCRETE FOR SLAB AND FOOTERS SHALL HAVE A MIN. GOMPRE551 VE 5TRENOTH OF 2500 F51 AT 25 DA T 5. 6. GONGRETE (GROUT) FOR LINTELS AND FILLED GELL5 SHALL HAVE A MIN. GOMPRE551VE 5TRENOTH 5000 F51 AT 28 DAYS. 7. MORTAR SHALL BE TYPE S. 8, REINFORCINO STEEL SHALL BE MIN. OF GRADE 40. cf. ALL EXTERIOR WALL5 ASSUMED TO BE GMU U.N.O. 10. ALL ANOLE5 A55UMEO TO BE 45 DEGREES U.N.O. PLUMBING NOTES: I. WATER HEATER TEMPERATURE & FRE55URE RELIEF VALVE SHALL BE VENTED FULL SIZED TO EXTERIOR OF 5TRUGTURE. 2. WATER HEATER AT MAIN FLOOR LEVEL OR ABOVE SHALL BE IN A PAN w/ DRAIN TO EXTERIOR OF 5TRUGTURE. MAX. SPAG I NG OF FILLED DELLS: USE 6-0" HORIZ. SPAGING - q'-4" GEILING MAX. USE 6-0" HORIZ. 5PAGING - 10'-0" TO 12'-8" GEILING MAX. USE 6-0" HORIZ. 5PAGING - 12'-&" TO 0' GEILING MAX. ADD LINTEL N/ (1) #5 CONT. @ 1'-411 HOT. (+/- 8") HB H- A T O, O CV . 251-4" 16'-8" 13 I'-4" GDI 14'-011 11_,{''TT II ° 24"x24"xl2" DP. GONG. PAD w/ (5) #5 REBAR EAGH WAY = II'-8" I �n 5'x-7' GONG. PAD I 5 1/2" DN 5.6.D. REGE55 AS PER 0 S.G.p. RECESS AS PER MANUFACTURER'S IN5TRUGTION5 MANUFACTURER'5 IN5TRUGTIONS BLOCK CELL FILLED WITH N CONCRETE AND 145 ROD — ° FROM FOOTING UP TO �1 U) 5 1%2" GONG. FLOOR 5LAB LINTEL TIE BEAM (TYP.) . o Y YI `-may (2500 P.5.1.) w/ bx&xlOxlO L — _J ;� W.W.,M. OR FIBER+ESH ON 6 MIL.' VISA. ON G{--FAN WELL GOMPAGTED TERMITE TREATED FILL „ — — — — — — PROVIDE ELECTRICAL . 6HA5E'FOR ISLAND PLUMB, CHASE REF, - xf N A/G CHASE Imo" 2'-6" OX ry m ' / 2" 5TEP=DN rim ■ ( � � � � CHASE I 3'-6 I/2" • 5'-8 174" 4'-10 1/2" 14'-5 1/2" NOTE: FOR 1'-4" MA5ONRY WALL5 I W/ 5ECOND FLOOR'ABOVE- ® I _ ■ FILLED GELL5 TO -BE' 6-0" O.G. MAX b AT BOTH SIDES OF A 6•'-O" OPEN- :. I _ 0- INC OR GREATER. 5EE FLOOR PLAN _ o FOR FILLED CELL LOCATION. I DI t ■ IN NJ, ■ ■ ■ IN ' ' 24"x24"x12" DP. GONG. PAD w/ (5) #5 REBAR EACH WAY - 5 1/2" GONG. FLOOR SLAB E cDl• (2500 P.S.I.) w/ 6x(vxlOxlO. m W.W.M. OR FIBER -MESH ON 6 _ o MIL. VISO. ON GLEAN WELL '" o COMPACTED TERMITE �. _� ■ TREATED FILL ■ NJ ■ • D 2'-O.1 16'-0" 2'-0" 20'-0" 20'-0" s 40'-0" co IXI E" U (n o . rn 0 •• as O — - • ' � � � C''J Q co �- r}+ Cf) E1 O w O � � V A • GDI OO A/G ' COMP. SITE LOG. , O v- 51 E. GDI H � • i- FOUNDATION/FLU��BING PLAN ' 50ALE: 1/4" = 1'-0•" . NOTE: SEE CD SHEETS FOR DETAILS AND'.5EGTIONS. HLJ Cif RvgglcjqNE shoot: h et 24 0 FULL 56ALE 1 ENGINEERING scale: II"'xl7" HALF SCALE (401) 114-9003 FAX: (401) 114-5411 FOUNDATION PLAN P.O. BOX 161613 ALTAMONTE 5PRING5, FL 32116 THOMAS J. ANDERSON PE" 41519 THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 MRH, 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 EDITION, rr t.0 r 1 t, DATE REV. ,. ?A•. +25.10P5F -25.10P5F _ E-+O�yW Wg:jW�waW E- E , WCn HZWA� �,xAxoo��a z�0H W04�zzo �.Na w f xZ WE-4cf) z o HaEE-i O .E U x ... -- „ 1 - I f . . • , � � •• . .. / .• � ... � ,' ,,. .. I 1, i { n up PRE-MANUFAGTUF EXTERIOR DEGKIP LE55 THAN 4" BETWEEI 5PAGIN6 OF VERTIGA RAILIN6 LE55 THAN 2" BETWEEN 5PAGIN6 OF BOTTOM RAILING AND DEGKIN6 SMOOTH CEMENTITIOUS WASH TYPICAL ALL BANDING U.N.O. W_ �_►. \ SUPA LALOON1 DI=T IL SCALE: N.T.S. I" RAISED 4" BANDIN6 SGORED 6" BANDIN6 =1N6 ;KING ).G. (SEE 115" �ONNEGTOR5) -OCKIN6 (o MID -SPAN GMU, 12� 12 TYP rj 5 TYP SHINGLE ROOF SHINGLE ROOF TYP: - - TYP. 12 12 • TEXTURED TYP S Arj TYP TEXTURED GEMENTITIOUS FINISH GEMENTITIOUS ' FINISH t SCALE: 1/8•" _ I'•-o" �v" rllvl5f-t rLUUr� SHINGLE ROOF lb'-c-I 5/4" 2nd FL. BEARING HT. IT-4 5/4" 2nd FL. READER HT. r6IO'-8 5/4" Y 24" RiL iHT VAT I Oil SCALE: 1/0" = 1'-oa . TYP {5 SCALE: , I/v 1' _ip 12 TYP 5 • SEE DETAIL FOR ' FINISH � SIZES REV.1 DATE H ; WE~Z0ovwic� xz E'Cw!] �+ A w o � Wp, WpWaw Nco j ��Oz�E'p Zx0Ex- V0 W a zzE0 w.- i wwaHwpz !' wwwaHy W W oz� ' howux�M C/I o � p d� Q co o O U) U w Q) o ►� wad N Q) o Z a z E w E- Q a H u � � o � o 2nd FL. FI N. FL. - 12 Q — - TYP 5 IV— — — — — — — — 15t FL, BEARI N6 HT, 12" TYP WINDOW SET HT. SEE DETAIL FOR /• •• FINISH 4' SIZE5 O" FINISH FLOOfP, rm- I WE EAVES 4 6ABLE5 date: 5/15/05 sheet: 24"x96" FULL SCALE scale: II"Al" HALF SCALE EXTERIOR ELEVATION THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED •• THE 120 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 EDITION, . •, - 200( MAY 19 drawn by: HLJ - — checked by: CiP TEXTURED GEMENTITIOUS FINISH LE.LLT, ELEVLTIO� 5.C•Al:.E: 1/4" = P-0" EAVES 4 6ABLE5 date: 5/15/05 sheet: 24"x96" FULL SCALE scale: II"Al" HALF SCALE EXTERIOR ELEVATION THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED •• THE 120 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 EDITION, . •, - 200( MAY 19 drawn by: HLJ - — checked by: CiP TEXTURED GEMENTITIOUS FINISH LE.LLT, ELEVLTIO� 5.C•Al:.E: 1/4" = P-0" WTI LEGEND SYMBOL DESCRIPTION ® CI-4- GMU WALL HEIGHT INTERIOR BEARING WALL (2x4 5TUD5 @ 16" O,G. U.N.O.) ® 2x FRAME WALL ABOVE q'4' WALL I I I I . I ri r I, TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS. ` 2, TRUSSES, GIRDERS, AND BEAM TIE DOWN5 TO BE SIZED PER TRUSS MANUFAGTURERS UPLIFT GALGULATIONS, ANY QUESTIONS AS TO -THE 51ZE, TYPE, OR VALUE OF A NAIL,•STRAP OR GLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER. * 3. HEADER STUD REG2UIREMENT �` ' • :=4` 2 HEADER 5TUD5 (EACH SIDE) I'49" TO 6-0" !;' 3 HEADER STUDS (EACH SIDE) 6-0" TO 12'-0" ROOF EDGE 4'-� ) 12'-0' TO 18'-0" . Q RSTUD EQ O--------- 4 HEADER STUDS (EACH SIDE E, 2 HEADS S R I FULL LENGTH STUD 03 r OI �'fEh A o E4 5 HEADER STUDS REQ. (2) FULL LENGTH STUDS / x --- -Y o w xz 4 HEADER STUDS RE0. (2) FULL LENGTH 5TUD5 OO RIDGE z O co N W E+ co Aw z 4. BEARING WALL NAIL PATTERN: �—� — I ' �J o x o a w w ' I, -PLYWOOD: (FIELD) USE 8D NAILS @) 12" O/G ®I ( �j 21— 4' a' Q �, El z o OR 0.5.B. (EDGE) USE 8D NAILS 6' O/G — — 8 7 w o ' 2. GYPSUM: (FIELD) USE 5D NAILS @ 10" O/G OO ® OO OO E, x E, Ei E, (EDGE) USE 50 NAILS @ l O/Gwwp 5. ROOF NAILING PATTERN: PLYWD OR OSB 5 W E4 W x I ZONE I - USE 6D COMMON NAILS (g cl" O/G ZONE GHART co p o o a E-4 Q 2 ZONE 2 - USE 8D COMMON NAILS (D 6" O/G A x �-' o rf a • _ 3 ZONE 3 USE 8D COMMON NAILS @ 4" O/G �W04�zzo 0 (0• 1/2" GYPSUM• GEILIN6: USE 5D NAILS ® 7" O/C a' � w A H Cl)E' z wwawE-WWz 1. 2 1/4" X '.151 PNEUMATIC, NAILS MAY BE USED IN LIEU co w ', OF 8D COMMON NAILS. NAILED ,g 5" O.G: EDGES 4 © 10" O.G. FIELD x r3 o x 0 E--+ S, ALL INTERIOR LOAD BEARING WALLS TO BE 2X4 #2 SPF @ 16" O.G. UP TO 14'-0" H6T. E' o " V o INTERIOR LOAD BEARING WALL5 ABOVE 14'-0" TO BE 2X4 #2 5PF @ 12" O.G. UNLESS OTHERWISE NOTED. 9, TABLE 2506.1 OF THE FLORIDA BUILDING GODE 2001 EDITION FOR FASTENER SGHEDULE 1N ADDITION TO STRAPPING SGHEDULE. ' 2x10 JOISTS 12" O.G. HURRICANE TIE INTERCHANGABILITY SCHEDULE USE METAI6 @ EAGH END BRAN • MODEL FASTENERS UPLIFT COMPLIANCE �}+ 2xI0 RIM BOARD. SIMPSON MTS12 (14) 1Od 1000 413 (NER) w USP MTW12 (14) 10d 1055 5764 (ICBO) r4' SIMPSON META16 (12) tOd x 1-1/2" 1490 469 (NER) Q USP TA16 (11) 10d x 1-1/2" 1350 5531 (ICBO) U SIMPSON META22 (14) 10d x 1-1/2" 1500 469 w / (NER) r ) 1 USP TA20 (11) 10d 1520 5531 (ICBO) V 1 W N 0 I 'SIMPSON; HETA20 (16) 10d x 1-1/2" 1890 469 (NER) 0 c 'USP' HTA2Q (13) 10d 1890 5531 (ICBO) 2x10 BLOGKING d E-� N SIMPON HUS26 (14) 16d, (6) 16d 1550 499 (NER) Imo- @ MID5PAN w w ''-' d+ N Lu I USP THD26 (18) 16d, (12) 10d x 1-1/2" 1520 478 (NER) �I a SIMPSON LSTA18 (14) 10d 1055 443 (NER) ® cn rQ USP ' LSTA12 (10) 10d 755 530 (NER) �r J SIMPSON :' SP1 (6) 1Od, (4) 1Od 585 499 (NER) CrJ ,USP SPT22 (4) 1Od, (4) 1Od 595 564 (NER)'Z xxxxx >rxD<\/fxxxxmI> xxxx[KI>fxX\xxLIXxIxlxx�\ SIMPSON`'SP4 (6) 10d x 1-1/2" 735 499 (NER) (D t11 USP SPT4 (6) 1Od x 1-1/2" 735 564 (NER) SIMPSON SPH4 (12) 10d x 1-1/2" 1360 9603E (SBCCI) " SIMPSON- SPH6 (12) 10d x 1-1/2" 1360 9603E (SBCCI) �w SIMPSON SPH8 (12) 10d x 1-1/2" 1360 9603B (SBCCI) SIMPSON LSTA36 (26) 10d 1715 443 (NER) F 4 F 5 F 6 USP LSTA36 (24) lOd 1740 530 (NER) a SIMPSON H5 (4) 8d, (4) 8d 455 499 (NER) v USP HCDP (4) 8d, (4) 8d 475 510 (NER) d SIMPSON ABU66 (1) 5/8" AB, (12) 16d, (2) 1/2" 2300 499 (NER) N USP PAU66 (1) 5/8" AB,.(12) 16d, (2) 1/2" 235Q 530 (NER) �p SIMPSON ABU44 (1) 5/8" AB, (12) 16d, (2) 1/2" 2200 499 (NER) ZO USP PAU44 (1) 5/8" AB, (12) 16d, (2) 1/2" 2240 530 (NER) E,, H SIMPSON MTT28B (1) 3/4" AB, (24) 16d 4455 432 ~ a a ' (NER) �1 a,' I Q' BOTTOM OF 3,5" USP MTS27B (1) 3/4" AB, (24) 16d 4635 530 (NER) H SIMPSON HGUS26-2 (20) 16d, (8) 16d 2275 499 (NER) X 11, 88" LA ("B") © USP THDH26-2 (20) 16d, (8) 16d 2235 5441 (ICBO) 9' 4" PLANE HEIGHT SIMPSON L50 (6) 10d 420 443 (NER) USP AC5 (6) 1Od 425 3613 (ICBO) SIMPSON HTT16 (18) 16d 3480 L J IL J L USP HTT16 (18) 16d 3695 5313 (ICBO) 530 (NER) SIMPSON HTT22 (32) 16d SINKERS 5250 5313 (ICBO) l F10 F11 F12 SIMPSON HOT-2 (2) 3/4" AB, (8) 10d 10980 432 (NER) F15 USP HUGT2 (2) 3/4" AB, (8) 10d 9210 * (NER) '• SIMPSON A34 (8) 8d x 1-1/2" 365 413 (NER) F1 4 �. USP' ,• MP34 (8) 8d x 1-1/2" 350 505 (NER) ® SIMPSON HTS20 (20) lOd 1450 9603E (SBCCI) j -USP HTW20 (20) 10d 1530 5764 (ICBO) SIMPSON SP2 (6) 1Od, (6) 1Od 890 499 (NER) I �( USP SPT24 (6) 1Od, (6) 1Od 895 564 (NER) SIMPSON H3 (4) Sd, (4) Sd 455 393 (NER) USP HCH18 (4) 8d, (4) 8d 360 510 (NER) SIMPSON ; MGT 5/8" AB, (22) 10d 3965 432 (NER) _ NOTE: t� © 1) USE (1) MT312 (OR INTERCHANGABLE TIE) FOR TRUSS TO FRAME WALL OR BEAM CONNECTION UNLESS NOTED OTHERWISE (U.N.O.) NAIL VALUES: Imo{ 1 F.� 3 2) USE (1). META16 (OR INTERCHANGABLE TIE) FOR TRUSS TO BLOCK WALL BASED ON "NATIONAL DESIGN SPECIFICATIONS JT „ BOTTOM OF, 3' S ". ;f' ' CONN�C7ION (U.N.O.) 3 'U5E HUS26 (OR INTERCHANGEABLE TIE)FOR ALL JOIST HANGER CONECTIONS (UNO) FOR WOOD CONSTRUCTION FROM TABLE 8.8c - "NAILS AND SPIKES - I ' .,` , 43 USE (3) 16d OR (3) ,131 x 3 1/4" PASELODE GUN. NAIL TO FASTEN JACK TO HR.GIRDER. (T&B) LATERAL LOAD DESIGN VALUES" NAIL SHEAR VALUE X •16 LVL (C) ©. ` 5)•(1) FILLED CELL REQUIRED UNDER ALL GIRDER TRUSSES(>10,000LB DOWNLOAD) (Ibs.) 8d 103## 9'' 4" PLATE HEIGHT (1)•FILLED CELL REQUIRED WITHIN 8 IN OF GIRDER TRUSSES(7500-10,000LB DOWNLOAD) (1) FILLED CELL REQUIRED WITHIN 4 FT OF GIRDER TRUSSES(<7500LB DOWNLOAD) 10d 125# ' 16d 149 - COMPLIANCE REPORT PENDING (2) HETA20 (2) HETA20 AUG 5, 2002 - CHANGE.DWG R20 META22 3Lu DEL. 2x12 w/ I/2" FLITCH PLATE USE META22 (2) HUG412 @ BEAM TO BLOGK GONNEGTION R U U META22 EAGf J FLOOR 4 R00F T RU55 PLAN SCALE: 1/4' = 1-0 FOR FOR ENGINEERED TRUSS DESIGN AND LAYOUT PLAN I REFER TO SHOP DRAWINGS PREPARED BY i SM."''TH LUMBER GO. 6363 EDGEWATER DRIVE, ORLANDO, FL. 32810 drawn by: HL.J PHONE (407) 299-1522 FAX(407) 299-9153 checked by: Gp date: sheet: 24"06" FULL 5GALE ; ENGINEERING scale: I I "xl7" HALF SCALE (407) 774-9003 FAX: (407) 774-8477 LOOK & ROOF PLAN5 P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716 THOMAS J. ANDERSON PE# 47819 THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 M,P,H, 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 EDITION,200 f I I I .I I I MAY- 00 I I s L ff I C I L i i 6 A6 . 200 LE55 THAN 4" BETWEEN 5PAGINO OF 2x2 PICKETS 7 2x6 RAILING VARIES p SEE FLOOR PLAN p r A g ARCH DETAIL ARCH DETAIL SGALE: 1/4" = P-O" 5GALE: 1/4" HOOD HANDRAIL ® 56" ABOVE NOSE OF TREAD 2x6 RAILING 56" ABOVE N05E OF THE D I VTAD° I I I II II II II 2x6 RAILING 36" ABOV N05E OF TREAD I I I p I � i m I I I 2x12 STRINGER BEYOND 2x6 RAILING 36" ABOVE— r N05E OF TREAD ------_ ` I I LE55 THAN 4" BETWEEN 5PAGINO OF 2x2 PIGKET5 I I i eof �� I I O u I I s 1 t. m nFT-. ool 0 ICI I PLAT Ixl2 SKIRT I OVER 2x12 STRINGER q TREADS @ 10 1/2" 11'-q 1/2" N .. j 3. 14 VARIES A3 A3 ARCH DETAIL' ARCH-")ETAIL " ' " 5GALE: 1/4= I-O " 5GALE: I/4" = I'=0" �• • • cV F GHAMFER GUT 2x2 PICKET(5) © TOP AND BOTTOM ENDS 1/4" HALL MOUNTED (1/2" GHAMFER 2—TYP) cv HOOD HANDRAIL A3 STAR DETAIL 5GALE: 1/4" = I'-O" HANDRAIL DETAIL SCALE: 1 1/2" = 1'-0" PLANT SHELF VARIES iz EE FLOOR PL N p A3 .AR(�� DETAIL. SGALE4 1/411 —r vvi�u H/ MARBLE E A3 1 IASTR BATH SCALE: 1/4" TC k A - REV. ` DATE A3 A3 ARCH DETAIL' ARCH-")ETAIL " ' " 5GALE: 1/4= I-O " 5GALE: I/4" = I'=0" �• • • cV F GHAMFER GUT 2x2 PICKET(5) © TOP AND BOTTOM ENDS 1/4" HALL MOUNTED (1/2" GHAMFER 2—TYP) cv HOOD HANDRAIL A3 STAR DETAIL 5GALE: 1/4" = I'-O" HANDRAIL DETAIL SCALE: 1 1/2" = 1'-0" PLANT SHELF VARIES iz EE FLOOR PL N p A3 .AR(�� DETAIL. SGALE4 1/411 —r vvi�u H/ MARBLE E A3 1 IASTR BATH SCALE: 1/4" TC k A - REV. ` DATE I~ �•+ H q O H wzoCoN w o��zWo�o w E-+ q �OpoZ�E"Q a x u o� Z Z o a0 WW�W,E"E'..,Wgz Mw Co �zfS.,WO��CSH FO U t/]O Q0 Q0 d+ W m CQ C/1 N O W �"{ N O 0 � C a W Z O a4 C drawn by: HLJ checked by: G F date: 5/15/05 sheet: 24" 56" FULL 50ALE scale: II"Al" HALE 5GALE CABINET $ M156. DETAILS ELECT GAL LEOEND DUPLEX RECEPTACLE 1/2 5w 1/2 5WITGHED DUPLEX RECEPTACLE =0 FI GFI. PROTECTED REGEPTALGE GFI/WP WEATHERPROOF/GFI PROTECTED REGEPTAGLE GFI 42" AFF 6FI PROTECTED REGEPTALGE @ 42" A.F.F 220 VOLT OUTLET GLG DUPLEX REGEPTAGLE (CEILING MOUNTED) 1p DUPLEX REGEPTAGLE (FLOOR REGE55ED) SINGLE POLE SINCE THROW 5WITGH 5-WAY 5WITGH 4 4-WAY 5WITGH GEILIN6 MOUNTED INGANDESGENT FIXTURE H 5U5PENDED INGANDESGENT FIXTURE ® REGE55ED INGANDESGENT FIXTURE ® REGE55ED WATERTIGHT INGANDESGENT FIXTURE RECESSED EYEBALL INGANDESGENT FIXTURE FLOURE5GENT LIGHTING FIXTURE ' \J WALL MOUNTED FIXTURE 0 VENT FAN 6 DOOR GHIME5 ® PUSH BUTTON FOR DOOR GHIME5 © SMOKE DETECTOR DiscoNNecr SERVICE 0I5GONNEGT CIRCUIT BREAKER PANEL b TELEPHONE TV GABLE TELEVISION OUTLET GEILIN6 FAN LOGATION OR PREWIRE NOTES: I. ELECTRICAL CONTRACTOR SHALL COORDINATE ELECTRIC METER AND MAIN DISCONNECT WITH LOCAL POWER COMPANY REPRESENTATIVE. 2. LOW VOLTAGE CHIME TRANSFORMER SHALL BE LOCATED IN THE GARAGE ABOVE THE ELECTRIC PANEL BOX. 3. SMOKE DETEGTOR5 SHALL BE INTERCONNECTED 50 THAT THE ACTIVATION OF ANY SMOKE DETECTOR SHALL CAUSE ALL SMOKE DETECTOR ALARMS TO SOUND. 4. SMOKE DETECTORS IN VOLUMED OR VAULTED SPACES SHALL BE LOCATED WITHIN 3 FEET OF THE PEAK. 5. ALL BEDROOM RECEPTACLES SHALL BE CONNECTED TO ARC -FAULT BREAKERS. TO INTERIOR PANEL _1::�#2/0 OR #4/0 ALUM. S.E.R. GABLE PER N.E.G. MAIN 150 AMP OR 200 AMP METE DISC MAIN D15C. 5WITGH PER N.F.C. 5ECONOARY FEED DY VYILITY 00. OR A5 REQUIRED GROUND PER N.E.G. ( 1 #4 TO FOUNDATION 5TEEL ) W+ ELECT GAL RISER NOTE: I, ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY w/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. GOD, LOCAL CODES, 4 THE LOCAL POWER 00. o 5t FLOOR �ELECJRIGAL PLAN 5GALE: 1/4" = I'-O" v l � z A/G o COMP. • SITE LOG. GFI/WP REV. DATE H �E 0 E- w Z x pw,ZOWNW Z www Wwowp,Ewl � �A� wWrgH�wZ� cx7 " 00Z�E- aq p4 ZxOHo�cn P-4 1Nar�WZH0o wWawE-1w Wz Www%a0Z`a �owo x0E- �0 di C0 co Q co O cf) t N ® U) QH;Zcy) Z O Lo Cat '-� W Z O a a I o I . ELEGTRIGAL LEOEND DUPLEX REGEPTAGLE �I/2 5A 1/2 SWITCHED DUPLEX REGEPTAGLE � FI GFI PROTECTED REGEPTALGE GFI/WP WEATHERPROOF/GFI PROTECTED REGEPTAGLE FI 42" AFF =E) GFI PROTECTED REGEPTALGE @ 42" A.F.F E@ 220 VOLT OUTLET GLG DUPLEX REGEPTAGLE (GEILIN6 MOUNTED) FLR DUPLEX RECEPTACLE (FLOOR REGE55ED) SINGLE POLE SINGE THROW SWITCH 3 5-WAY SWITCH 4 4-WAY SWITCH GEILIN6 MOUNTED INGANDESGENT FIXTURE H SUSPENDED INGANDESGENT FIXTURE ® REGE55ED INGANDESGENT FIXTURE �P REGE55ED WATERTIGHT INGANDESGENT FIXTURE REGE55ED EYEBALL INCANDESCENT FIXTURE FLOURE50ENT LIGHTING FIXTURE WALL MOUNTED FIXTURE 0 VENT FAN 6 DOOR GHIME5 ®, PUSH BUTTON FOR DOOR GHIME5 SMOKE DETECTOR 15GONNEGT 5ERVIGE DI5GONNEGT GIRGUIT BREAKER PANEL b TELEPHONE TV GABLE TELEVISION OUTLET GEILIN6 FAN LOCATION OR PREWIRE NOTES: I. ELEGTRIGAL CONTRACTOR SHALL COORDINATE ELEGTRIG METER AND MAIN DISCONNECT WITH LOCAL POWER COMPANY REPRESENTATIVE. 2. LOW VOLTAGE CHIME TRANSFORMER SHALL BE LOCATED IN THE GARAGE ABOVE THE ELECTRIC PANEL BOX. 5. SMOKE DETECTORS SHALL BE INTERCONNECTED 50 THAT THE ACTIVATION OF ANY SMOKE DETECTOR SHALL CAUSE ALL SMOKE DETECTOR ALARMS TO SOUND. 4. SMOKE DETECTORS IN VOLUMED OR VAULTED SPACES SHALL BE LOCATED WITHIN 5 FEET OF THE PEAK. 5. ALL BEDROOM RECEPTACLES SHALL BE CONNECTED TO ARC -FAULT BREAKERS. REV.' DATE H �E-Hw w Z o w W Co R'�C7�0.loH� O wA wfs,W w O E Z�A E-+ wHZmco tx7 O �D C, q lY n N v 5 W Z H o o �wAE-'rnq�Z-, ww�w�wwz WAWGi,�pZ� x�.,wo�xcSH O U U O ul C� rl d' Q Co O ® N Co Z O C a W Z O P-� Z E- H CY 0 v I�4 drawn by: HL. J checked by: Gip date: 5/15/05 sheet: 24"06" FULL SCALP scale: II"xl7" HALF 5AALE 2nd FLOOR ELEGTRIGAL PLAN lot REV. . DATE WALL BEYOND 3 1/2" CONCRETE SLAB (MIN. 2500 P.5.1.) N/ 6x6 10/10 WIRE MESH (OR W/ FIBER MESH) 3 I/2 GONGRETE SLAB (MIN. 2500 P.5.1.) W/ EXPANSION JOINT OVER 6-MIL VAPOR BARRIER 6xEi 10/10 WIRE MESH (OR W/ FIBER MESH) 3 I/2" CONCRETE SLAB (MIN. 2500 P.S.I.) W/ PRE-ENGINEERED TRU55 26 6A. 6ALV. FLASHING: (!) 6-q0 6ALV. COATING 24" O.G. (SEE FOUNDATION PLAN FOR SLOPE) OVER 6 W/ -MIL VAPOR BARRIER OPTIONAL 2x4 6x6 10/10 WIRE MESH (OR W/ FIBER MESH} (2) MEETS ASTM A527 (I) MT512 @ EA. TRU55 U.N.O. DRIVEWAY 31 I tp OVER 6-MIL VAPOR BARRIER (SEE "5-2" SHEETS FOR TRUSS PLANS) 5EE ELEV (5) REGULAR POLYESTER SLOPE TO R/W 2 N (SEE FOUNDATION PLAN FOR SLOPE) NON -BEARING WALL TYP. (SEE FOUNDATION PLAN FOR SLOPE) (4) 1.0/ 0.5 MILL. w/ PRIMER w -�, COMP. SHINGLES OVER 15# FELT FpTCH (5) MIN. THICKNESS 0.0157 IN. 1 } `� = j (FELT: ASTM D 228 TYPE 1) (6) CHROMATE TREATMENT 4 w v --� v - 32 Q I } 31 = III, ®i i' 32° ON 7/16 OSB OR GDX SHEATHING Q o 1 =1 I=1 I I=I I F1 11=1 I m ( i _ - a' -I I; ,I (I ALUM. DRIP BEARING HT. a z o W W _ — 3-° ...a. — ®— — �. ® _ _1 I I-1 —III w 1—I 11= _= I=1 11= - J 2 -1 I II 111= _ — -1► II 5EE LEVATION �, Q w z —III III-1II II, 111 — E —III_ III=1 1=III— G7 w w 0 0 ' �—I � I— I. I'll - -� : � :-� I R-30 INSULATION 8" WIDE GONG. GURB 8„ GLEAN COMPACTED 0 32 -1I I- ALUM. a z � �q F^ & TERMITE TREATED FILL 8" 8"x8" THICKENED EDGE 8: GLEAN COMPACTED FASCIA I/2" GYP CEILING BOARD w ca w w w a 8"x8" THIGKENED EDGE GLEAN GOMPAGTED W/ I #5 BAR GONT. TERMITE TREATED FILL -DBL. 2"x4" TOP PLATE w a E' 8"x8" THICKENED EDGE W/ I #5 BAR GONT. TERMITE TREATED FILL 2X4 OR 2X6 SUB HEADER HT. cn E' Z 1 #5 BAR GONT. FASCIA SEE �? w E- N/ w w ELEVATION SEE ELEVATION o v p z �� Q GARAGE DOOR RECESS I �� fi� 1 i� I DBL. 2x 12 HEADER w/ cn q n t� , OFFSET I ��DETAIL !� #� VENT. ALUM. 1/2" PLYWOOD FLITCH o �' z C, o FOOTING DETAIL AT GARAGE [DOOR �� 444cf) SOFFIT (REFER TO HEADER SCHEDULE) a, N w E° SCALE: 3/4" = I'-O" w w W w Z SCALE: 3/4" = I'-o° ROOF SHINGLES: (1) MEETS ANSI/ UL 1qO, GLA55 A, ASTM D5462, ®�70 p; M SCALE: 3/4" = P-o" UL qq 7/ ASTM D3161 w a' o (2) SECURED w/ (4) NAILS EA. co (5) MEETS UL R2455 PROGRAM 2x4 STUDS @ 16"O.G. WINDOW (SEE FLOOR PLAN #2KD S.P.F. MIN. 2x4 STUDS @ 16"O.G. FOR SIZE 4 LOCATION) #2KD S.P.F. MIN. 2x4 P.T. BOTTOM PLATE W/ 2x4 DBL TOP PLATE ,t 1/2" PIA. x 8" ANCHOR BOLT TO STUD/ 5P4 © 2x4 P.T. BOTTOM PLATE W/ 2x4 DBL TOP PLATE REFER TO ELEVATIONS FOR FIN15H P+ OR EXPANSION ANCHOR w/ EVERY OTHER STUD 1/2" DIA. x 8" ANCHOR BOLT I, TO STUD/ 5P4 I' GONG. FILLED CELLS W/ 2"x2"A/8" WASHERS LOCATED OR EXPANSION ANCHOR w/ EVERY OTHER STUD `I I # 5 BAR VERTICAL WITHIN 6" OF EACH CORNER 2"x2"xl/8" WA5HER5 LOCATED 32" O.G. MAX. ELSE WHERE WITHIN 6" OF EACH CORNER MARBLE SILL #5 DOWEL W/ 12" NOOK lit „ 4 52" O.G. MAX. ELSE WHERE Q �' 11, 3 1/2 CONCRETE SLAB (MIN. 2500 P.S.I.) W/ 3 I/2 CONCRETE SLAB BOTTOM PLATE TO STUD/ R-II INSULATION 25 LAP MIN. III (MIN. 2500 P.5.1.) W/ 6x6 10/10 3 I/2" CONCRETE SLAB 6x6 10/10 WIRE MESH (OR W/ FIBER MESH) SP4 ® EVERY OTHER STUD BOTTOM PLATE TO STUD/ III OVER 6-MIL VAPOR BARRIER WIRE MESH (OR W/ FIBERMESH) (MIN, 2500 P.S.I.) W/ 6x6 10/10 I/2" GYP BOARD 5P4 @ EVERY OTHER STUD -1/16" 05B SHEATHING (SEE FOUNDATION PLAN FOR SLOPE) OVER 6-MIL VAPOR BARRIER Y61RE MESH (OR W/ FIBERMESH) 2x4 STUDS @ 16" O.G. FINISHED GRADE i'l - OVER 6-MIL VAPOR BARRIER III mot- } VARIES � �,' �' � ;-a I' (SEE FOUNDATION PLAN FOR SLOPE) BASE TRIM AS SPEC. ,._, N a I 2"x4" BASE PLATE FASTENED �° � h 4 a a 1 W/ 2-12d NAILS @ 12 O G ,�I/� . .II . .. . 4 . 31 �' � .d �'`":®� - � 32 . a 31 �� ' ' 2 I " d / _� - L5TAI8 EVERY 3/4" PLYWOOD T46 SUB -FLOOR e ( :I 11=1 I i— f I —I 11= 1 'm I' - -I I=1 I a� �. ' 1 . i=1 11, 32 -- �- -'� a,. I I —I I (-1 _ DECKING GLUED AND NAILED a �-- �In- —�° —I 11- - \ . ° T_I17 — II=III-111 OTHER STUD, 1EE_ _ _ 4 _III —I I _ �"' �' co III !I l I 4 MAX. A/G GHASE 111- _I i (5GHD. #40 PVG MIN.) "'II Il 11 I-Fii II'=h - Ii-"I T 2"x4" GONT. RIBBON BOARD THROUGH) FOOTING - - IT—P, --41 "- 14 - - GLEAN COMPACTED I (- I I �I{{�; }rh'�{ I '- GLEAN COMPACTED ® ® I- I 20 xI2 TOOTER W/ ,u� �!;� � 20 x12 FOOTER W/ „- u FASTENED W/ 5-12d NAILS I I I I II I=1 I I I TERMITE TREATED FILL ! I TERMITE TREATED FILL � I1 III GLEAN COMPACTED 3 #5 BARS GONT. _ -J 3,#5 BARS GONT. FASTENERS AT EACH FLOOR JOIST ADD (1) #5 BAR I'-4" TERMITE TREATED FILL - - - - - - - -J 4" MAX. A/G GHASE 4 . MAX. A/G CHASE r.c`J 50 LONG @ A/G CHASE ADD #5 BAR(5) THROUGH I'-8" ADD #5 BAR(5) THROUGH It_811 (5GHD. #40 PVG MIN,) ® A/G CHASE FOOTER (5GHD. #40 PVG MIN.) @ A/G CHASE FOOTI:R CJ PRE-ENGINEERED FLOOR '� W (LAP #5 BAR(5) OVER CHASE 16 x20 FOOTER W/ THROUGH FOOTING THROUGH FOOTING „ �(; �- AND CONNECT TO EACH GONT. 2 #5 BARS GONT. (LAP #5 BAR(5) UNDER CHASE „ (LAP #5 BAR(S) UNDER GHASE „ TRUSS ®24 O.G. #5 BAR UNDER CHASE) ADD 20 xl0 xl6 TOOTER ADD 20 xl0 xl6 TOOTER � AND CONNECT TO EACH GONT. BELOW GONT. FOOTING @ AND CONNECT TO EACH GONT. BELOW GONT. FOOTING @ #5 BAR ABOVE CHASE) A/G CHASE GROSSING (1) METAI6 ® I/2" GYP CEILING BOARD #5 BAR ABOVE CHASE) A/G GHASE GROSSING EVERY FLOOR JOIST CURE3 FOOTING DETAIL AT GARAGE � � I�lT ®IO SEARING WALL PTG. [DETAIL � OFFSET A INN WALL PTA. DETAIL (U.N.O.} 4 LINTEL 13LOGKW/ 1 #5 ROD G � HEADER HT. SCALE:-O" SEE ELEVATION SCALE: 3/4" = I'-O" SCALE: 5/4" = I'-O" PRECAST HEADER W/ 1 #5 ROD p �' FT6. W/ (5) #5 Ems-+ 4 III I 3 1/2" GONG.--� H O' � III I WINDOW (SEE FLOOR PLAN i111 I I— #5 REBAR TYP. FOR SIZE LOCATION) L— SEE ELEVATION GONG. FILLED CELLS W/Al La cn _ FOR FINISH I # 5 BAR VERTICAL ElF-1 BENT BAR W/ 25" MARBLE SILL LAP E.W. TYP OF 3 ❑ I PREAT SILL R-4.2 FOIL CORNER 1/2" GYP BOARD OVER N I #5 BAR VERTICAL IN ❑ - N.T.s. GONG. FILLED CELL FROM 4 • 4' 5/4" P.T. FURRING ® GONG. FILLED CELLS W/ GONG. LINTEL SLAB TO) TIE BEAM TYP. - @ EA�GH DOWN CELL. II bitG.M.U. I # 5 BAR VERTICAL BLOCK FILLED I ° 1'" 2' O: 8 -4W/ (I) #5 (SEE FLOOR PLAN FOR Il BASE TRIM A5 SPEC. FILLED CELL LOG.) a. 1Ii 3 I/2" CONCRETE SLAB (MIN. 2500 P.5.1.) W/ #5 DOWEL W/ 12" HOOK :III. 6x6 10/10 WIRE MESH (OR W/ FIBER MESH) PRECAST GONG. 1 25" LAP MIN. it H" OVER 6-MIL VAPOR BARRIER II II_ ,III, . n II GMU COLUMN �� GMU COLUMN LINTEL GONG. III I FILLED W/ 1 #5 BAR lit #5 DOWEL W/ 12" HOOK 111 Ili #5 DOWEL W/ 12" HOOK lii ''l' 0'-0" FIN. FL. ' ill 4 25" LAP MIN. lii 3 1/2" CONCRETE SLAB (MIN. 2500 P.5.1.) W/ UP TO 16 (NON -BEARING) USE FINISH 6RADE 4 25 LAP MIN. I III 3 1/2" CONCRETE SLAB (MIN. 2500 9- II III I #5 IN HEADER. 16' BEARING a i'I P.S.I.) W/ 6x6 10/10 WIRE MESH (OR I'I 6x6 10/10 WIRE MESH (OR W/ FIBER MESH) II/, - ;I Il; W/ FIBER MESH) OVER 6-MIL VAPOR III OVER 6-MIL VAPOR BARRIER AND 18' U5E 2 #5 BARS IN HEADER. BARRIER (SEE FOUNDATION PLAN (SEE FOUNDATION PLAN FOR SLOPE) =I-111=�lI lI—III lI Il ✓4 �,III bSEE ELEVATION FOR FIN15H SEE ELEVATION FOR FINISH FOR SLOPE) 4IIIIa° ,. HEADER [DETAI 4 —I-,' l'I1I=- I 1=1I1= - FINISHED GRADE I , FINISHED 6RADE N.T.S. (SEE DETAIL "E" FOR -1 II I Ii 11 I IIl lI I II I I1=1 I = '� a — — - — — — - - .-°.- - I �� ®A/G CHASE SPECS.) I -8 �I/i II �✓ °�I��.--®�—�no�:.�c� a �j2 �I'i :'f�_°� a 4 a.. __ 32 -N z-� --II—=II' II III _I1II1 /I . i lU-I, f•I -1 I-I-=-:�I =Ia I -=®-1=I :s1'===1a I = j==f°;1 leI I . I—iIIIIII--I!t (111I—= II IIIII—I I I-�I I I - GLE AN COMPACTED—4'a. #5 ROD IN FILLED CELL -4 a 4aTERMITE TREATED FILLI, TIED TO GONT. ROD IN 20"x20" TOOTER ^ oELI -`----= I FOOTER 4 LINTEL ROD F 3 #5 BAR GONT. -.®0 115 ABOVE (10°MIN. HOOK) F 'a T Y�ICA L T�OSTOPFATERMITE TREATED FILL ITERMITE TREATED FILL drwGLEAN COMPACTED -1IGLEAN COMPACTED =1 I EI I n OVER 1by: _ CMU WALL SECTION 2'-0" I checked � Gp 24"x24"x<16" SPREAD FOOTER 24"x24"xl6��" SPREAD FOOTER 5GALE: 3/4" = I'-o" W/ 3 #5 BARS @ 6" O.G.E.W. W/ 3 #5 BARS @ 6" O.G.E.W. /Iiz-� - - - - date: I/I/03 RvKKIcjqNE Sheet 24"x56" FULL 5GALE I ) MULTIF:'LE COLUMN FOOTING DETAIL SINGLE COLUMN FOOTING DETAIL ENGINEERING Scale: IINIT HALF 5GALE (407) 774-9003 FAX: (407) 774-8477 FOUNDATION AND WALL 5GALE: 3/4" = 1'-O° SCALE: 3/4" = I'-O" 1 #5 BAR GONT. P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716 DETAILS FHOMAS J. ANDERSON PEA 47819 mmma TIE �`'�� THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 M,RH, 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 EDITION, N.T.S. c t ,MAY 9 Td=:t EXIST. FLOOR SYSTEM ANDFLOOR STRAPPING 1 DRILL 6" INTO EXIST. LINTEL,/ EPDXY & DRIVE #5 1 BEND VERT., 25" LAP REOV. NOTES: 1. INSERT DONEL5 VERTICAL AND STRAIT AMEN NO WALL i SPLIT FACE OF BLOCK @ 2. PRESENT/4" HOLE, BLON OR BRUSH PROP. FILLED CELL LOG- GLEAN ATION. (TYP) 3. 2 PART EPDXY OR ' ENGINEER APPROVED EQUAL (eq. 51MPSOR SET -KIT, SET PAG) DRILL 6" INTO EXIST. FT6., � -Y- -- -- EPDXY 4 DRIVE #5 4 BEND I VERT., 25° LAP REOV. II (2) MT512 @ TOP PL U.N.O. (SEE "5-2" SHEET TRUSS PLANS) #2 5.Y.P. P05T(5) UNDER HIP GIRDERS (U.N,O.) BLOCK UNDER #2 S.Y.P. TO L (SEE "5-2" SHEETS FOR GONNEG * (USE (2) MT512 TO ANGH( TO FLOOR TRUSS GIRDER U (5) 1/2" DIA. ANCHOR BOLT EMBED 4" (MIN.) N/ 2"x2"xl/8" NASHER� SPACED EQUALLY. TOP $ BOTTOM BOLT` WITHIN 12" OF TOP 4 BOTTOM OF WALL CONCRETE FILLED GELL W1 #r; RAP FOR REINFORGING SEE PLAN 4 WALL SECTIONS. 8" CONCRETE BLOCK (5) 1/2" DIA. ANCHOR BOLT EMBED 4" (MIN) N/ 2"x2"xl/8" WASHERS 5PAGED EQUALLY. TOP 4 BOTTOM BOLTS WITHIN 12" OF TOP 4 BOTTOM OF WALL. 2x4 WALL AS SPEC, IN PLAN 2x4 P.T. BOTTOM PLATE W/ 1/2" DIA. x 8" ANCHOR BOLT OR EXPAN51ON ANCHOR N/ 2"x2"xi/8" WASHERS LOCATED WITHIN 6" OF EACH CORNER 1 52" O.G. MAX. ELSE WHERE LOA�-5EARING PRAMS WALL CONNECTION TO MASON a - WALL DETAIL N.T.S. grid FLOOR EXTERIOR FRAME WALL AND O NIN N.T.5. (2) SP4 ® TOP OF HEADER (1) PER HEADER JAGK AS REQ'D (1) 5P4 @ TOP ff BOTTOM OF EVERY OTHER FULL LENGTH WALL STUD DOUBLE TOP PLATE 1/16" 05B EXTERIOR SHEATHING (REFER TO SHEAR PANEL NALL DETAIL FOR NAIL SPACINGS) 2x4 #2 5.P.F. STUDS 16" O.G. L5TA18 ® TOP � BOTTOM OF HEADER JACK (1) PER HEADER JACK AS REQ'D 2x4 BOTTOM PLATE ON 514" T. 1 6. DECKING 5P4 @ TOP $ BOTTOM OF CORNER P05T EACH 51DE LET -IN 2"x4" CONT. RIBBON BOARD FASTENED N 3-12d NAILS FASTENERS AT EACH FLOOR JOIST PRE-ENGINEERED FLOOR TRUSS N/ META16 @ EACH FLOOR TRUSS � 8-8d NAILS OVER PLYWOOD TO TRUSS 2x4 PT NAILER TOE NAILED TO FLOOR TRUSS. (SEE PANEL ATTACHMENT DETAIL FOR NAILING) LINTEL BLOCK W/ 1 #5 ROD EXIST. FLOOR SYSTEM (1) L5TA24 OR EQUIV. N/ (4) TAPGONS 3/16" X 2-1/2" @ 2" 0/G MIN. LINTEL I55EID LINTEL ST AF [DETAIL FOIR FLOOR TRU55 TO LINTEL N.T.S. 2x LINTEL B't -1/16" 05B SHEATHING L5TAI8 ® TOP k BOTTOM OF HEADER JACK (1) PER HEADER JACK AS REQ'D LET -IN 2"x4" CONT. RIBBON BOARD FASTENED W/ 3-12d NAILS FASTENERS AT EACH FLOOR JOIST PRE-ENGINEERED FLOOR TRU55 N/ META16 @ EACH FLOOR TRUSS $ 8-8d NAILS OVER PLYWOOD TO TRU55 2x4 PT NAILER TOE NAILED TO FLOOR TRUSS. (SEE PANEL ATTACHMENT DETAIL FOR NAILING) .,SECTION 'a JAt-'--15 OF OFIENING 2nd FLOOR N.T.5., O 0 0 o 0 0 0 0 O 0 O 0 p 6 2x4 BLOCKING ® HORIZONTAL JOINT N/ 8d NAILS © 6" O.G. EACH SIDE OF JOINT 0 0 6� o 0 0 NAIL SPACING ® 12" O.G. v 0 / 0 0 0 o 0 0 0 0 0 0 0 0 51 NGLL NAIL LDGL 5PAG I NCB 2x4 STUD -1/16" O.S.B. SHEATHING JOINT NAILING PER SCHEDULE "--2x4 BLOCKING PLACED FLATNISE (2) 160 NAILS EA. END (NOT REQ'D AT HEADERS) HOP,IZONTAL JOINT DETAIL PANEL ATTACHMENT DETAIL -- aa¢paaaasaa aaama N.T.S. REV 4 I DATE E4 E-4 wz®cqNa �W N thWS��E"Nu o WZ oW�W Ex��U"1'�,ECxa E� cf) El V. p� vex®Hpo� Rom., w �;!ZzQ o w �pq E-4 W W�w�,`WwZ W�WR+�C)Zd E-4®t10 xco c� Cif co cf]i N �� c ® c d� N ® cn ,-` c ®0 E-1 . . EXIST. FLOOR SYSTEM ANDT FLOOR STRAPPINGcr 0-4 cn DRILL 6" INTO EXIST. LINTEL, / I EPDXY 4 DRIVE #5 1 BEND VERT., 25" LAP REQ'D. NOTES: I. INSERT DOWELS VERTICAL I AND STRAIT WHEN NO WALL PRESENT SPLIT FAGE OF BLOCK @ 2. 3/4" HOLE, BLOW OR BRUSH GLEAN PROP. FILLED CELL LOG- i 3. SIMP50N ET EPDXY OR �® ATION. (TYP.) , ENGINEER APPROVED EQUAL (eq. SIMP50N SET -KIT, SET PAG) p� ALTERNATE LOCATION OF FOOTING DETAIL N/ FILLED CHAIR BLOCK -\ i \ I I DRILL 6" INTO EXIST. FT6., —\ EPDXY 4 DRIVE #5 � BEND \ VERT., 25" LAP REQ'D, date: 311102 Sheet 24" 06" FULL SGALE kf(wurlc'qNf II"Al" HALESGALE (407) 774-9003 FAX: (407) 774-8477 FOUNDATION 4 P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716 ERAMIN6 DETAIL5 THOMAS J. ANDERSON PE# 47819 THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 M,PA 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 EDITION, MAY 1� 9 i ROOF SHINGLES: (1) MEETS ANSI/ UL -IqO, GLA55 A, A5TM 03462, UL. qql/ ASTM D5161 (2)1 5EGURED w/ (4) NAILS EA. COMP. SHINGLES OVER 15# FELT (3)I MEETS UL R2453 PROGRAM (FELT: A5TM D 225 TYPE 1) ON 1/16" 05B OR GDX SHEATHING 26 GA. &ALV. FLASHING: (1) G-q0 6ALV. GOATING (2) MEETS A5TM A521 PRE-EN6INEERED TRU55 ® 24" O.G. (5) REGULAR POLYESTER W/ (1) META22 @ EA. TRUSS U.N.O. (4) 1.0/ 0.5 MILL. w/ PRIMER (SEE "5-2" SHEETS FOR TRUSS PLANS) SEE ELEV. (5) MIN. THIGKNE55 0.001 IN. PITCH (6) GHROMATE TREATMENT ALUM. DRIP BEARING HT. 5EE ELEVATION ALUM. R-30 INSULATION FASCIA 1/2" GYP GEILING BOARD SEE a®. LINTEL BLOCK W/ 1 #S ROD 2X4 OR 2X6 SUB ELEVATION HEADER HT. FA5GIA SEE ELEVATION VENT. ALUM. PREGA5T HEADER W/ I #5 ROD SOFFIT WINDOW (SEE FLOOR PLAN FOR 51ZE $ LOGATION) SEE ELEVATION FOR FINISH IX OR 2X P.T. BUGK5 TYP. WINDOW OPENING I) II jj II II II II OR 2X P.T. BUCKS TYP. DOOR OPENING iIX illl li i REV. DATE PRE -CAST GONG. LINTEL / 1 #5 REBAR (SEE LINTEL 5GHED.) E4 (1) MT512 EA. @ TOP PLATE � o a W Z z U.N.O. ( SEE 5-2 5HEET5 FOR w z o ww � (2) MT512 ® TOP PLATE TRU55 PLANS) o w o o NAILED TO HIP 61RDER5 w pa N a AND HEADER U.N.O. PRE-ENGINEERED a w , E z a TRUSSESE. w w w Q PRE -CAST GONG. LINTEL w/ I #5 REBAR (SEE LINTEL SCHED.) (2) 5P4 @ TOP OF HEADER E U Ea E co E- 4 w 4 (1) PER HEADER JAGK A5 REQ'D a w E~ Cn a W O��E`'� G� vaxg0W®®� cn a w P4 �; �'40 6 U WwHwGa� DOUBLE TOP PLATE HEADER (U.N.O.) E" a cn o DBL. 2x12 #2 5.Y.P. W/ 1/2" FLITCH (REFER TO HEADER 5GHEDULE) CO Q0 GONG. BLOCK WALL FILLED W (2) #2 5.Y.P. 1 #5 REBAR GONT. FROM FND. W TO BOND BEAM HEADER JAGK5 EAGH 51DE G''J 2x4 #2 5.P.F. STUDS ® MARBLE SILL R-4.2 FOIL FULL LENGTH ®U1 C) � U PRECAST SILL WALL STUDS L5TAI8 @ TOP 4 BOTTOM N I #5 BAR VIER IN 1/2" GYP BOARD OVER OF HEADER JAGK ® N E-+ GONG. FILLED GELL FROM 3/4" P.T. FURRING B O TIEBEAM TYP. WINDO�U AND DOOR ANCHORINCi FOR MASONRY/ FRAM (U PER HEADER JAGK A5 READ �j � � � a) SLAB EACH DOWN GELL. 8" G.M.U. ® "� cn t 'n (SEE FLOOR PLAN FOR BASE TRIM A5 SPEC. N.T.S. NO CONNECTORS REQ'D 2x4 BOTTOM PLATE+ FILLED GELL LOG.) alp . ON 5/4" T. 4 6. DEGKIN6 E� E+ 3 1/2" GONGRETE SLAB (MIN. 2500 P.5.1.) W/ NOTE: (THESE REG2UIREMENT5 APPLY WHEN WINDON/ DOOR MANUFAGTUF`ER5 FASTENING METHOD 15 NOT SPEGIFIED) #5 DOWEL W/ 12" HOOK 6x6 40/10 WIRE MESH (OR W/ FIBER MESH) 4 25" LAP MIN. ' OVER 6-MIL VAPOR BARRIER d' .I I i lf°J 0'-0" FIN. FL. FIN15H GRADE ;;I 4'; :_�o -m LET -IN 2"x4" GONT. RIBBON BOARD ° wipl1=1 IX BUCKS FOR WINDO.U5 AND DOORS PT 2X E3UCK5 POR WINDO.US AND DOOiz5 FASTENED W/ 3-12d NAILS' FASTENERS AT EAGH FLOOR J015T (ALTERNATE) 1 04—III ii d III-) I.) NAIL W/ .fOq DIA OR HEAVIER POWER NAILS —I -� - 8" O/G AND 3" MAX. FROM ENDS TYP. WITH 1.) INSTALL 3/16" DIAMETER SELF TAPPING GONG. (SEE DETAIL "E - G01" I i L=1I hI I �„I I I 11 I 5/4 MIN. EMBEDMENT INTO BLOCK. ANCHORS EIGHT (8) INCHES MAX. FROM ENDS PRE-ENGINEERED FLOOR TRU55 w/ 4 METAI6 ® EAGH FLOOR TRUSS 4 o, FOR A/G GHA5E 5PEG5.) I'-4" AND 24" ON GENTER MAX. WITH I" MIN. EMBED. E- GLEAN GOMPAGTED 2.) FOR FASTENING WINDOWS AND DOORS TO SUBSTRATE 8-8d NAILS OVER PLYWOOD TO TRU55 I6"x20" FOOTER W/ TERMITE TREATED FILL INTO BLOCK. I 2 #5 BAR GONT. (SEE MANUFAGTURER5 SPEGIFIGATION5) 1 2x4 PT NAILER TOE NAILED cy �- L L TO FLOOR TRU55. (SEE PANEL E 2.) FOR FASTENING WINDOW5 AND DOOR5 TO SUBSTRATE 2x4 BLOGKIN6 @ L5TA18 ATTAGHMENT DETAIL FOR NAILING) (SEE MANUFAGTURERS SPEGIFIGATIONS) i b-8cl NAILS OVER T Y fm I CA L 0 II CM U WALL SECTION PLYWOOD TO BLOGKING �� LINTEL BLOCK W/ I #5 ROD =GALE: 5/4" = I'-O" TO (FLOOR TRUSS GIRDER U N ) �� USE 8d 2nFLOOR EXTERIORFRAMEWALLWALLFOR RADIAL FRAMING 2X P.T. BUGK5 TYP. W/ 7/16' NAILS 12" PRE-GAS"f GONG SHEATHING AND ATHING ALINTEL D OF I `I I I G UI `1D E H I f G- I D R5 �. �.—.® U5E 2X4'5 @ 8" O.G. MAX. SPAGIN6 2X BLOGKIN6 W/ 8d NAILS ® 16" O.G. USE (2) 2X'5 IN AB5ENGE OF LOAD W/ 8d NAILS ON BOTH ENDS GONNEGTIN6 N•T•=• BEARING WOOD OR GONGRETE HEADER 7/16" 0.5.B, SHEATHING x GONG. BLOCK WALL FILLED W d3 < I #5 REBAR GONT. FROM FND. — P.T. 2X'5 FOR MASONRY TO BOND BEAM (TYP.) 2x10 OR 10" TJI 16d NAILS @ 2" O.G. EA. END TYP. FLOOR J015T ® 12" O.G. CONNECTING 2X HEADER TO 2X BUGK5 I FOR PERIMETER NAILING ii ii 5/4" GDX T$6 DEGKING INTO SUB -STRAIGHT 6 -0 MAX. THROUGH SHEATHING WINDOW OPENING TRANSITION FROM IX TO 2X P.T. BUCK FOR MASONRY OPENIN65 PRE-ENGINEERED FLOOR JOIST USE 8d NAILS @ 12" O.G. WINDOW OPENING i { 24" O.G. 1 I 1 TRANSITION FROM IX TO 2X P.T. BUCK FOR MASONRY oPENIN65 ALTERNATE WINDOW HEADER USE (1) MT5M20 W/ 10-d NAILS INSIDE I }gyp A S S I �� OPENING JOi5T AND (4) 3/16" X 2-1/2" �lTAPGON5 2 O.G. MIN. ® MASONRY MASONRY WALL RADIAL FRAMING FOR WINDOWS N.T.S. drawn by: _ N.T.5. checked by: Gp M 155 D ST AF [DETAIL FOR date: 111105 NOTE: (FOR MASONRY OPEN 1 N65 USE 2X BUCKS) 5 A L C ON '�' FLOOR JOIST TIE Sheet 24"x36" FULL 5GALEENGINFEERING 1601e: f I "xl7" HALF SCALE I.) INSTALL 5/16" DIAMETER SELF TAPPING GONG. TO M A 5 ON R-T" WALL (407) 774-9003 FAX: (407) 774-8477 FOUNDATION $ ANCHORS EIGHT W INCHES MAX. FROM ENDS P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716 FRAMIN& DETAIL5 N.T.S. THOMAS J. ANDERSON PE# 47819 AND 24" ON CENTER MAX. WITH I" MIN. EMBED. INTO BLOCK. THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 M,PA 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 EDITION, CD3 MAY 1 U v u 9 LINTEL BLOCK W/ (1) # 5 ROD TA22 GMU NON -LOAD SEARING FRAMED OFENINGi 5ETWEEN MASONfRY NT5 PRE-ENGINEERED TRUSSES LOAD 5AINr_:� HEADER CONNECTION TO MA50N -�' DETAIL NT5 TOP OF MASONRY LINTEL BLOCK W/ (1) 05 BAR GONTINUOU5 MA50NRY WALL A22 LINTEL BLOCK W/ (1) # 5 ROD 8" GMU :ED FILL DELL i0U5 6" GONG.—� )GK WALL FILLED GELLS W/ >AR - 25" LAP MIN. — 'ILA5TER GELL5 4 �,K INTO WALL LINTEL 8"Ab" PILASTER L_; J ni I IIII nil I I�' I I Ilil I 'IV I II 11 u n I I k" I I I I 1 II II f"I I I II L..I.I... .�1 t' 1 F I 'l I ii I I� L.J I I F ;T I 1 I LIJ I� F 1F-1 F-� L.J L_J I, I F F. I 1 ;I I L.J GONG. FILLED CELLS W/ (1) #5 BAR - .25" LAP MIN. INTO PILA5TFR GELL5 i "IED BAGK INTO WALL LINTEL — MASONRY PILASTER GONG. FILLED GELL5 W/ (1) #5 BAR VE:RTIGAL LINTEL BLOCK W/ (1)#5ROD Wx8" PILASTER IIAC�ONRY FIL ASTER TIE TO MASON °r WALL DETAIL_ N.T.S. I RCN —LOAD 5EARINGr ARCHED FRAMED OP NINE TW N M/45ONRY NT5 TA22 GMU REV. 1 DATE H T+ H Ca Q H Q'iW�W z WA�Wfy,W�W J Ez�o�p.,cri � �2 Q� L�7GgH�WP4 E, r i o � p Up�004i��4 p4, Z!zzC) O PL. a, W E" z o;ChH H0 Uc/)© cn t-1 Z O E e Z �- o H+ FOUNDATION i FRAMING DFTAIL5 THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 M,PR 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 EDITION. I C yv� 4 MAY 19 a v 'y r 9 -7/16" O.S.B. OR G.D.X. ROOF SHEATHING SEE ROOF NAILING SCHEDULE " -1/16O.S.B. OR G.D.X. ROOF SHEATHING REV. DATE I� I PRE-ENGINEERED SEE ROOF NAILING SCHEDULE GABLE TRUSS 2x4 BLOCKING @ 48" O.G. MAX 15# FELT I FIRST 3 TRUSS BAYS 2x4 BLOGKIN6 @ 48" O.G. MAX FIRST 3 TRUSS BAYS I � 32 O.G. MAX. �HOR BOLT 2x4 DIAGONAL BRACING @ 48" O.G. 2x4 DIAGONAL BRACING @ 48" O.G. I/2" DIA. "J" ANG 2x4 48" O.G. W/ A34's Jr" MAX. TO 3rd. TRU55 (START DIA6. " EMBED 4" MIN. CONNECTED TO TRUSS MAX. � 2x6 GONT. OR 2x4 � 48" O.G. W/ A34's — — _ J W/ 2"x2"xl/8" WASSHERS BRAGIN6 6' .FROM END OF TRUSS) CONNECTED TO TRUSS MAXMAX. TO . 2x6 GONT. OR BRAG N6 5rd. TRUSS END OR TRU55) SHEATHING DRIP EDGE ► -1 16 O.S.B. 2x4 GONT. USE 4-12d NAILS AT CONNECTIONS 2x4 CONT. USE 4-12d NAILS AT CONNECTIONS n — 2"x6" P.T. PLATE U.N.O, . DRIP EDGE ALUM. FACIA -- — '`-- - - - - - - E'oaw� �z ALUM. FACIA --� — --- �� ------ w�owNpk-z TRUSSES �\ o>��o 0 l6d NAILS 12" O.G. I VENTED SOFFIT I i 24 O.G. VENTED SOFFIT a � 0 �' 0 -1/16" O.S.B. OR G.D.X. GABLE SHEATHING (TYPICAL) �, w > z o 8x8 LINTEL BLOCK �-- -- � — --_—__ I � � i Az w Q FLASHING —�_s I A A —i TIE BEAM GONG. FILLED W/ 8d RING SHANK NAILS @ 4 O.G. "H" 7/16 O.S.B. OR C.D.X. GABLE SHEATHING I M ®:�;: w CQ TRUSSES � v w H — - N/ 2 #5 DIA. RODS GONT. ON EDGES AND 12" O.G. IN FIELD W/ 8d RING SHANK NAILS @ 4" O.C. i n x H METAI6 _ I I WIRED 4 1/2" APART I ON EDGES AND 12" O.C. IN FIELD A I A 24 O.G. H w w Q H w w a� w " 2x4 MEMBERS @ 24" O.G. NAILED I VAULTED TRU55ES I / � � (TYPICAL) — � , w � � � a r 24 O.G. MAX. W/ 25 MI IN. LAP I/2 GYP CEILING BOARD GABLE END TRUSS REINFORCING 2x4 MEMBERS @ 16 O.C. NAILED I \ 1 0 o , E_ Q a TO TRUSS W/ 16d 6" O.G. 124" O.G. (TYPICAL) USE 2x6 MEMBERS WHEN "H" > 8'-O" 2x4 FIRE BLOCKING 2x'5 NAILED TO VERTICAL WEB TO TRUSS W/ 16d © 6" O.C. -I' i \ � o F 0 o co J NAIL 2-16d EA. 2x4 BLOCK N/ 16d NAILS @ 6" O.G. USE 2x6 MEMBERS WHEN "H" > 8'-0" _ — — — — — — — — — — — — — w P 41/2" — n — — — — — — — — — — — — ; — — — — — — — — — — — _ GABLE END TRUSS 3-16d NAILS @ EACH W W W GABLE END TRUSS w REFER TO ELEVATION _ O T51DE _ — 2x4 KNEE WALL 24 O.G. TRUSSPER BRACE w p w W � o FOR FINISH _ — 16d NAILS @ 12" O.G. �' (2x4 STUD MATCH VAULT) 16d NAILS 12" O.C. ,� 2x6 P.T. PLATE GONT. �' o o E- 3-16d NAILS @ EAGH � o U x c a - METAI6 ALONG GABLE TRUSS �' X W/ 1/2 ANCHOR BOLTS to II 2x6 P.T, PLATE GONT. W/ 1/2 ANCHOR BOLTS ,� TRUSS PER BRACE <C META16 ALONG GABLE TRUSS II 32" O.G. W/ 4" EMBED I/2" GYP CEILING BOARD 24" O.G. MAX. W/ i-IOd NAILS ii 32" O.G. W/ 4" EMBED U.N.O. W/ 2"x2"xl/8" YIASHERS W/ 2"x2"xl/8" WASHERS OR I/4" x 3" GALV. LAG BOLTS @ 16" O.G. „ X 24 O.C. MAX. W/ 7-10d NAILS LINTEL BLOCK W/ 2 #5 DIA. R005 GONT. OR 1/4" x 3" GALV. LAG BOLTS © 16" O.C. II LINTEL BLOCK W/ 2 #5 DIA. RODS GONT. ® REFER TO ELEVATIONS FOR FINISH II REFER TO ELEVATIONS FOR FINISH P-+ EXISTING VERTICAL mot' TRU55 WEB5CO W FOR SCALE: N.T.S. _ DETAIL AT MASONRY WALL SCALE: 3/4„ - I O N.T.S. - � • SGALE: 5/4" = I'-O" rT 7/16" 0.53. OR G.D.X. ROOF SHEATHING �/16" 0.5.B. OR G.D.X. ROOF SHEATHING `' Ca SEE ROOF NAILING SCHEDULE SEE ROOF NAILING SCHEDULE N 2x4 BLOCKING @ 48" O.G. MAX 2x4 BLOCKING @ 48" O.G. MAX d FIRST 3 TRUSS BAYS FIRST 3 TRU55 BAYS 2x4 DIAGONAL BRAGIN6 @ 48" O.G. 2x4 DIAGONAL BRACING @ 48" O.G. W 2x4 @ 48" O.G. W/ TRUSS I6" MAX. TO 3rd. TRUSS (START DIA6. 2x4 @ 48" O.G. W/ A34'8 16" MAX. TO 3rd. TRUSS (START DIA6. '� '� � CONNECTED TO TRU55 MAX. 2x6 GONT. OR BRAGIN6 6' FROM END OF TRU55) CONNECTED TO TRU55 MAX. 2x6 GONT. OR BRACING 6' FROM END OF TRU55) � ® 2x4 GONT. USE 4-�12d NAILS AT CONNECTIONS LINTEL 2x4 GONT. USE 4-12d NAILS AT CONNECTIONS p DRIP EDGE DRIP EDGE - PRECAST HEADER ALUM. FACIA —'"� -' — — — — — - — — — — — — _ f® — — — ALUM. FACIA � --- ~�— — — — — — — !-+ a DOOR TRACK VENTED SOFFIT \ / VENTED SOFFIT i 7/16" O.S.B. OR C.D.X. GABLE SHEATHING i TRU55E5 7/16" O.S.B. OR C.D.X. GABLE SHEATHING TRUSSES W/ 8d RING SHANK NAILS 4" O.C. >` C� @ 24" O.G. W/ 8d RING SHANK NAILS @ 4" O.C. >` < @ 24" O.G. ON EDGES AND 12 O.C. IN FIELD (TYPICAL) - ON EDGES AND 12" O.C. IN FIELD (TYPICAL) —s- 2 X 8 (PT) PLATE EACH GABLE END TRUSS SIDE OF DOOR OPENING GABLE END TRUSS 16d NAILS 12" O.C. O H6AIO @ 48" O.G. ON TOP ` 16d NAILS 12" O.C. (I) H6A10 @ 48" O.G. ON TOP rE, PLATE BEHIND GABLE TRUS5 3-16d NAILS @ EACH PLATE BEHIND GABLE TRU55 LSTA18's ALONG CABLE TRUS5 TRUSS PER BRACE 3-16d NAILS @ EACH (4) 1/2 AB--7LG. DOUBLE 2x4 TOP PLATE LSTA18 s ALONG GABLE TRU55 DOUBLE 2x4 TOP PLATE TRUSS PER BRACE @ 24" O.G. MAX. W/ 10-IOd NAILS 1/2 GYP GEILIN6 BOARD I/2" GYP CEILING BOARD ® EA. DOOR TRACK @ 24 O.G. MAX. W/ 10-IOd NAILS W/2" So. WASHER � NUT AT FILLED CELL REFER TO ELEVATIONS FOR FIN15H JOINT IN PLYWOOD TO BE AT LEAST 1'-0" BELOW OR ABOVE REFER TO ELEVATIONS FOR FINISH DBL. 2x12 BEAM A/ END;NALL PLATE. USE 2"x4" BLOGKIN6 FLAT WAYS AT JOINT. 1/2" FLITGH PLATE -1/16" 05B 5HEATHIN6 POCKET INTO 2X4 WALL OR 2"x4" 5TUD5 @ 16O.G. (I) PG GAPS @ BEAM TO POST P.T. P05T (SEE FLOOR PLAN FOR -"- — — — — 1/2" DRYWALL SIZE, LOCATION 4 FINISH) i GARAGE [DOOR r_;-rAE3L ENIDWALL GABLE ENDWALL IDET,41L W1 FRAMED TRAC< MOUNT IDE-rAL DETAIL AT FRAME WALL FDROFFED HEADED OFENING ® Sr -ALE: 3/4" = 1'-0" SGALE: 5/4" = 1'-O" � N.T.S. cn (1) 5P4 EVERY OTHER STUD W/ 10-I0d NAILS LSTAIB @ DOUBLE TOP PLATE TOP 4 BOTTOM @ WALL STUDS 4 HEADER SEE 5-2 SHEETS FOR TRUSS PLANS BOTTOM OF HEADER AND CONNECTOR SGHEDULE SEE "5-2" SHEETS FOR TRUSS PLANS AND CONNECTOR SCHEDULE :j 2x4 SYP OR #2 5PF @ 16" O.G. W/ (1) SP4 EVERY OTHER: STUD (USE 5P6'5 FOR 2x6 STUDS 4 �n @ TOP AND BOTTOM TYP. 5P8'5 FOR 2x8 STUDS IN LIEU OF 5P4'5 FOR 2x4 STUDS) STUDS > I/2" DIA.:x 8" ANCHOR BOLTS EMBED 6" MIN. W/ 2"x2"xl/8" WASHERS, LOCATED WITHIN 6" OF EA: H END AND 24" O.G. MAX. ELSEWHERE (I) 5P OTHER COMP051TE LINTEL, PRECAST LINTEL, 2x4 P.T. BOTT01�1 PLATE OR SITE CAST CONCRETE ZANGHOR BOLTS @ 52" O.G. MIN. a DOUBLE TOP PLATE 1/16" 055 OR COX PLYWOOD EXTERIOR SHEATHING NAILED W/ IOd GALV. @ 3" O.G. EDGES AND 12" O.G. FIELD I I 2x4 P.T. WALL STUD W/ (5) 1/2" DIA. ANCHOR BOLTS TO BLOCK I - SK checked by: Gp x #2 SPF (2" LARGER THAN RAFTERS) 1/2" DIA. x 8" ANCHOR BOLT / (5) 16d FOR 2X6, (4) 16d FOR 2X8, date:2OR EXPANSION ANCHOR A/ 5) 16d FOR 2X10, (6)16d FOR 2X12 ✓�I/02 x2 xi/8 ,MASHERS LOCATED VKKICWYE Sheet 24 x5b FULL SGALE WITHIN 6" OF EACH CORNER ' ' SGa1e: II"x1T HALF SGALE 52" O.G. MAX. ELSE WHERE P RAFTER N/ SIMPSONNG] DGE BOARD 4 PLATE (407) 774-9003 FAX: (407) 774-6477 ROOF $ FRAMING DETAIL5 P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716 2X RIDGE (2LARGER THAN RAFTERS) THOMAS J. ANDERSON PE# 47819 �I I� I GOMP051TE LINTEL, PREGAST LINTEL, 2x4 P.T. BOTTOM PLATE I �, IVEEUJALL - EXTERIOR TO MASONRY OR 51TE GAST CONCRETE x� �1� � �� 11'� � � VALLE� FRAMING DETAIL THE STRUCTURE P,3 HAS SBE DESIGNED TO MEET OR EXCEED _® WALL L FEN I I (fi WIND LOAD REQUIREMENTS N.T.9. - --®® N.T.s. OF THE FLORIDA BUILDING CODE 2001 EDITION, N.T.9. 4 a HEADER (2) 2x12 YJ/ 1/2" COX FLITGH HEADER STUDS USE 5P6'5 FOR 2x6 STUDS 4 SP8'5 FOR 2x8 STUDS IN LIEU OF SP4's FOR 2x4 STUDS) FULL LENGTH WALL STUDS @ 16" O.G. WALL STUDS NO GONNEGTOR5 REO'D @ BOTTOM OF EVERY v O STUD 4 HEADER STUDS 11 A !,. I. a 9 I r ii I. PRE-ENGINEERED ROOF TRUSS PRE-ENGINEERED FLOOR JOIST REV. DATE SEE "5-2" SHEETS FOR TRUSS PLANS SEE "5-2" 5HEET5 FOR TRU55 PLANS P O-IOd NAILS (1) MT516 OR EGUIV. @ EVERY OTHER W/ (4) TAPGON5 WALL STUD 3/16" X 2-1/2" @ 2" O/G MIN. E, 117 LINTEL � o z 1/2" EXP. ANCHOR x 8" LONG a 7 o� w E w w UnNp co Z GABLE END TRUSS�O� W P�Www0 O DOUBLE TOP PLATE H� EI�� INTEL STRAf=I p TO - FOR ROOF TRUSS TO LINTELE- uW E (i) H3 c� EACH FLOOR JOIST w z O w p, H C\t (I) MT512 � EACH ROOF TRUSS TOP PLATE, USE 8 ,3d NAILS H TO TOP PLATE, USE 14-I0d NAILS (UNLE55 NOTED OTHERWISE) w w w w a (UNLESS NOTED OTHERWISE) N.T.S. p 16d GOMMON OR (2) 2x6 PT TOP PLATE cn p O O P4 WALL STUDS GUN NAILS 3" OlG Off &-, 0 12 EXTENDED BEYOND a., 16 O.G. OPENIN6. a WNa, � E-c u (6 FT MAX. OPENIN6) W -,:4 P4 w H w HC/)SA co O <C FILLED GELL5 EA. 51DE OF WINDOW OPENIIl6 PRE-ENGINEERED 1/2" DIA. x 8" ANCHOR BOLT (SEE FLOOR PLAN) ROOF TRUSS �+ OR EXPAN51ON ANGHOR w/ 8" G.MU. WALL 2"x2"xl/8" WASHERS LOCATED `CO WITHIN 6" OF EAGH CORNER CYD (VERTICAL) >� co �- 32" O.G. MAX. U.N.O. A E3 L END TRUSS H - T I IL 2x P.T. FRAMING ® CD IN �l LIEU OF i IASOI RR L I I �tTEL ANCHORED TO G.M.U. WILL (� [�, �+ � W/ 5/16 " x " TAPGONS O U SP4 BOTTOM OF — 2x4 P.T. BOTTOM PLATE 4" .G. MAX. c COMPOSITE LINTEL, PRECAST LINTEL, EVERY OTHER NTs OR SITE GAST GONGRETE WALL STUD TEXTURED GEMENTITIOUS FINISH `�' �' N 1/2" P.T. PLYWOOD I'-4" I/2" P.T. PLYWOOD Q) OVER 2x P.T. FRAMING (HORIZONTAL) O ER 2x P.T. FRAMING W/ 8d NAILS (g 6 O.G. MIN. 2x P.T. FRAMING C� � N.T.S. EAH SIDE OF JOINT � 12" O.G. W/ 12d NAILS4E3 FR t - 8" MIN. (12" O.G. TYP.) rE F SHED GRADE CANTIL VER ID COLUMN DETAIL d N.T.S. DOUBLE 2x4 TOP PLATE (1) L5TA30 W/ 22-I0d NAILS EVERY OTHER WALL STUD 1/2" DIA. x 8" ANGHOR BOLT OR EXPANSION ANCHOR W 2"x2"xl/8" WASHER5 LOCATED WITHIN 6" OF EACH GORNER $ 52" O,C. MAX. U.N.O. SP4 W/ 10-I0d EVERY OTHER WALL STUD NAILS WAkLL STUDS 16" O.G. WALL STUDS 16" O.G. 2x4 TO z H � L Ala II I/4" DIA. FLUE l^V � �D 2" MIN. CLEARANCE BETWEEN FLUE AND FRAME PRE-MANUFAGTURED CHIMNEY GAP GALVANIZED FLASHIN6 PER MANUFACTURER'S SPEG.'S (1) SPI EMERY OTHER STUD 7/16" O.S.B. OR G.D.X. ROOF SHEATHING 2x4 BI_OGKIN6 ®48" O.G. MAX 2x4 BLOCKING � 48" O.G. MAX TOP OF CHIMNEY SHALL BE A MINIMUM 7/16" 0.5.B. OR G.D.X. GABLE 5HEATHING W 8d RING SHANK NAILS @ 4" O.G. 2x4 BOTTOM PLATE CONTINUOUS TO END OF 6ABLE FIRST 2 TRU55 BAYS of 2'-0° ABOVE A POINT WITHIN 10'-0° OF THE NEAREST ROOF , ON EDGES AND 12' O.G. IN FIELD USE 4-12d NAILS AT CONNECTIONS USE 4-12d NAILS AT CONNECTIONS 2X4 #2 5YP e 16" O/(G 2X4 FRAMED CRICKET W/ GALVANIZED FLASHING �� — P PLATE TRUSSES q (TYPICAL) —•— _— ----- --- '� (4) 16d COMMONS NAILED 2x6 OR 2x8 STUDS 24" O.G. FRAMED UP TO ROOF DECK I/2" GYP CEILING BOARD VAULTED TRUSSES 2x4 FIRE BLOCKING @ 24" O.G. (TYPICAL) GALV. FLASHING �. .� a EACH END (2) 16d COMMONS END NAILED NAIL 2-16d W/ (I) SP6 OR 5P8 ON EVERY OTHER STUD EA. 2x4 BLOGK1d TO VERTICAL 2X4'5 TOP AND BOTTOM FOR 2x6 WALLS USE jr / �� -1/16" 0.5.B. OR G.D.X. 5HEATHIN6 ;; 2x4 STUDS @ 24" O.G. +++ -/ W/ 8d RING SHANK NAILS @ 4" O.G. (MATCH VAULT) _ _ + ON EDGE5 AND 12" O.G. IN FIELD ;i 2x6 OR 2x8 P.T. PLATE GONT. N 1/2" ANGHOR BOLTS +.. it 52" O.G. W/ 4" EMBED U.N.O. W/ 2"x2"xl/8" WASHERS + f 2X4 #2 SYP. BLOGKING REFER TO ELEVATIONS FOR FINISH LINTEL BLOCK W/ 2 #S DIA. RODS GON-1". NAIL A5 SHOWN W/ IOd NAILS EXTERIOR INTERIOR FIRE PLACE CHIMNEY DETAIL drawn��ff: A!� I N.T.S. checked by: GP SP4 � BOTTOM COMPOSITE LINTEL, PRECAST LINTEL, EVERY OTHER F —2x4 P.T. BOTTOM PLATE ` - �{ WALLS I IA5ONRT WALLS 5ETLU EN T U,55ES OR SITE CAST CONCRETE WALL STIUD date: 311102 SGALE: 5/4" = 1'-0" kfVKjKICjqNE Sheet 24`06" FULL SGALE ENGINEERING' scale: II"Al" HALF SGALE INTERIOR m I� �/ (407) 774-9003 FAX: (407) 774-8477 ROOF 4 FRAMING DETAILS LOAD—BEARING-r FRAME P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716 THOMAS J. ANDERSON PE# 47819 J 0 A STRUCTURAL GENERAL NOTES: 1. SHORING REQUIRED WHEN THE CONSTRUCTION LOAD EXCEEDS THE SAFE LOAD LISTED FOR LINTEL 8-8UL OR 8-8UR 2. SHORING OF PRESTRESSED LINTELS IS REQUIRED AT 8'-0' O.C. MAX. DURING CONSTRUCTION AND MAINTAINED UNTIL 85% OF THE CONCRETE FILL GROUT STRENGTH IS OBTAINED. 3. SAFE LOAD VALUES ARE BASED ON NOMINAL 8 INCH BEARING (6 INCH MIN). VALUES FOR 4 INCH BEARING MAY BE OBTAINED BY USING 80% OF INDICATED TABLE VALUES. , 4, FOR COMPOSITE HEIGHTS NOT SHOWN, USE SAFE LOADS FROM THE NEXT LONER ASSEMBLY HEIGHT 5. FOR LENGTHS NOT SHOWN, USE THE SAFE LOAD FROM THE NEXT LARGER LENGTH 6. SAFE LOADS ARE EXPRESSED IN POUNDS PER LINEAL FOOT. 7. UPLIFT LOADS ARE BASED ON 1-#5 VERTICAL REINFORCING BAR AT EACH END OF BEAM CONTINUOUS TO TWO INCHES BELOW TOP OF BEAM. PROVIDE HOOK BARS INTO FILL CELLS FOR EIGHT INCH DEEP LINTEL BEAMS TO DEVELOP INDICATED UPLIFT LOADS. 8.. LATERAL LOADS ARE BASED ON SOLID GROUT FILL CELLS ON EACH SIDE OF BEAM SPAN REINFORCED WITH AT LEAST 1-#5 VERTICAL REBAR. 9. COMPOSITE BEAM SAFE LOADS ARE BASED ON MATCHING FIELD REBAR IN BOTH THE TOP AND BOTTOM OF BEAM. 10. SAFE LOAD RATINGS PER ACI 530 AND ACI 318. LOAD BEARING SUPPORT FOR LINTELS SHALL BE DESIGNED BY OTHERS. 11. SAFE LOADS ARE LISTED AS NET CAPACITY - LINTEL BEAM WEIGHT HAS BEEN DEDUCTED FROM THE GROSS CAPACITY. 12. ALL LINTELS EXCEED L/360 VERTICAL DEFLECTION RATIO EXCEPT EIGHT INCH DEEP LINTELS. EIGHT INCH DEEP LINTELS EXCEED L/240 VERTICAL DEFLECTION RATIO. 13. FOR GRADE 40 REINFORCING STEEL, USE 85% OF INDICATED TABLE VALUES, IF 4 INCH BEARING IS USED, TABLE VALUES DO NOT NEED ANY FURTHER REDUCTION. 14. BOTTOM BARS MAY NOT BE USED FOR CLEAR SPANS UP TO 5-4", USE 80% OF INDICATED TABLE VALUES. IF 4 INCH BEARING IS USED, TABLE VALUES DO NOT NEED ANY FURTHER REDUCTION. MATERIALS: 1. f'c PRECAST = 4,000 PSI 2. f'c PRESTRESSED = 6,000 PSI 3. f'c GROUT = 3,000 PSI WITH 3/8 INCH MAXIMUM AGGREGATE 4. C.M.U.'S PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH = 1,900 PSI 5. REBAR PROVIDED IN PRECAST PER ASTM A615, GRADE 60 6. FIELD REBAR PER ASTM A615, GRADES 40 or 60 7. MORTAR PER ASTM 0270 TYPE M OR S N � LINTEL and RECESS DOOR HEADER DESIGNATION FLORIDA ROCK INDUSTRIES, INC. CENTRAL FLORIDA DIVISION RO, BOX 547819 5109 CARDER ROAD hl ORLANDO, FLORIDA 32854-7819 OFFICE, (407) 298-1900 116hVILek DISPATCH, (407) 299-7494 PRECAST/PRESTRESSED LINTELS GRAVITY LOADS (145 T. & B.) GRAVITY LOADS (245 T. & B.) MARK OVERALL NO. LENGTH (ft.) CLEAR SPAN (ft.) A C 8-8SL5 8-12SL5 8-16SL5 8-20SL5 8-24SL5 8-28SL5 8-32SL5 8-8SL25 8-12SL25 8-16SL25 8-20SL25 8-24SL25 8-28SL25 8-32SL25 L-1 2'-1Oil 1'-6" 12276 30339 30339 30339 30339 30339 30339 12276 30339 30339 30339 30339 30339 30339 L-2 3'-6" 2'-2" 5726 15629 21014 21014 21014 21014 21014 5726 17439 21014 21014 21014 21014 21014 L-3 4'-0" 2'-8" 4043 8564 14846 17079 17079 17079 17079 4043 8564 17079 17079 17079 17079 17079 L-4 4'-6" S-2" 3121 5676 10498 13732 14385 14385 14385 3121 5676 13862 14385 14385 14385 14385 4'-8" 3'-4" 2896 5092 9445 12355 13653 13653 13653 2896 5092 11472 13653 13653 13653 13653 L-5 5'-4" 4'-0" 2260 3639 6551 8570 10594 11400 11400 2260 3639 6871 11400 11400 11400 11400 L-6 5'-10" 4'-6" 1934 2988 5144 6732 8323 9916 10127 1934 2988 5263 9584 10127 10127 10127 U Uj Q L-7 6'-6" 5'-2" 1624 2416 4016 6609 8331 8820 8820 1624 2416 4016 6609 8820 8820 8820 L-8 7)-6" 6'-2 1305 1877 2964 4511 5797 6906 7391 1305 1877 2964 4511 6888 7391 7391 8'-0" 6'-8" 1188 1689 2620 3893 4935 5880 6826 1188 1689 2620 3893 5733 6837 6837 L-9 8'-4" 7'-0" 1121 1584 2434 3570 4465 5320 6176 1121 1584 2434 3570 5162 6514 6514 L-10 9'-4" 8'-0" 956 1333 2003 2731 3377 4025 4673 956 1333 2003 2853 3965 5484 5770 L-11 10'-6" 9'-2" 798 1078 1560 2044 2529 3014 3501 814 1125 1659 2310 3119 4152 4973 L-12 11'-4" 10'-0" 737 1012 1479 2035 2709 3542 4386 737 1012 1479 2035 2709 3542 4560 12'-0" 10'-8" 684 937 1360 1857 2449 3166 3824 683 937 1360 1857 2449 3166 4052 L-14 13'-4" 12'-0" 620 1200 1720 2180 2700 3200 3800 660 1220 1700 2180 2700 3200 3800 L-15 14,-0" 12'-8" 560 1100 1600 2100 2560 3000 •3500 580 1100 1600 2100 2570 3000 3500 L-16 14'-8" 13'-4" 470 800 1400 2000 2400 2880 3340 520 1060 1500 1960 2400 2900 3300 U) 111 L-17 15-4" 14'-0" 440 700 1300 1900 2300 2720 3160 480 1000 1460 1900 2300 2700 3420 W L-18 17'-4" 16'-0" 320 600 1000 1500 1800 2300 2640 320 800 1240 1500 1800 2300 2640 °- L-19 19'-4" 18'-01, 250 420 660 1060 1500 1900 2300 250 640 920 1360 1500 1900 2300 L-21 21'-4" 20'-0" 190 340 620 960 1400 1800 2200 210 560 820 1120 1400 1800 2200 22'-01' 20'-8" 160 320 600 900 1300 1700 2000 190 500 800 1060 1300 1700 2000 L-22 24'-0" 22'-8" 130 280 480 750 1100 1400 1600 148 392 640 960 1240 1560 1800 8 - 20 S L - X Field Rebar qty. and size at top & bottom Nominal Width ( 0 = 1 #5 Top, 0 bars Bot. ) (5 = 1 #5 Top and Bot.) Nominal Depth ( 25 = 2 #5 Top and Bot. ) S=Solid grout filled, U=Unfilled L=Lintel, R= Recess Door Header C111LLLLY .'•e •. 8-8UL 8-8SL 8-12SL 8-16SL 8-20SL 8-24SL 8-28SL 8-32SL U 8-61JR 8-6SR 8-10SR 8-14SR 8-18SR 8-22SR 8-26SR 8-30SR "A" Steel "B" Steel to co p I- 7 5/8" 0 PRECAST REINFORCING SCHEDULE 8 INCH U-LINTEL Overall Length "A" Steel "B" Steel 2'-10" to 5'-10" 6'-6" to 10'-6" 11'4' to 12'-0" 2 - #3 2 - #3 2 - #3 2 - #3 2 - #4 2-#5, 1-#3 STEEL STEEL RECESS DOOR HEADERS GRAVITY LOADS (145 T. & B.) MARK NO. OVERALL LENGTH (ft.) CLEAR SPAN (ft.) DOOR SIZE (ft.) A C 8-6SR5 8-10SR5 8-14SR5 8-18SR5 8-22SR5 8--26SR5 8-30SR5 M-1 3'-81, 2'-4" 2'-0" 2720 8243 18810 19543 19543 19543 19543 M-2 4'-0" 2'-8" 2'-4" 2075 6215 12105 17102 17102 17102 17102 F U M-3 4'-4" 3'-0" 2'-8" 1632 4988 11089 15204 15204 15204 15204 w a M-4 4'-811 3'-4" 3'-0" 1315 4155 8354 13680 13680 13680 13680 M-5 5'-8" 4'-4" 4'-0" 1376 2785 4805 8418 10524 10524 10524 M-7 6'-8" 5'-4" 5'-0" 896 2093 3372 5285 8463 8550 8550 M-8 7'-8" 6'4" 6'-01, 625 1551 2598 3852 6363 7200 6859 M-9 9'-8" 8'-4" 8'-01, 346 859 1790 2497 3648 4592 3863 F PRESTRESSED PRECAST REINFORCING SCHEDULE 8 INCH U-LINTEL Overall Length "A" Steel "B" Steel 13'-4" to 19'-4" 21'-4" to 24'-0" 2 - #3 2 - #3 2 - 7/160 STRAND 2 - 7/160 STRAND and 2-#4 -"A" Steel ;..: 00 4, L: "B" Steel a 7 r` 7 5/ c4 U RECESS HEADER REINFORCING SCHEDULE 8 INCH U-LINTEL Overall Length "A" Steel "B" Steel S-8" to 4'-8" 5-8" to 9'-8" --- 2 - #3 2 - #4 2 - #4 QUALITY PRECAST COMPANY P.O. BOX 11 BRANDON, FL 33509-0011 OFFICE: (813) 685-5615 FAX: (813) 821-6227 WINDOWS, PORCH, 4 r;;AR,4GE DOORS PRECAST LINTEL (a`X8" PILLED) PREG,45T LINTEL (O"Xtro" C01'1f 05ITE) Total Allowable Superimpo5ed Load - Pound5 per Linear Foot Mark No. Gleor Span Lintel Size Filled (1) #5 b"xb" Filled (2) #5 b"xb" Filled (1) #5 T 4 B Filled (1) #5 T (2) #5 B Filled (2) #5 T$ B A E3 G D E L-I 1'-611 21-1011 7545 3122 12574 125CH 12bb7 L-2 2'-2" 31-611 5415 5604 3433 3630 b871 L-3 21-5" 4'-011 43b3 453b bbbb 7025 717b L-4 3'-211 4'-611 3bbb 3bl7 5772 5gO2 6055 L-5 4'-011 5'-411 2GI03 30i0 4546 464q 4753 L-6 4'-611 51-1011 2577 263q 4023 4120 4212 L-7 51-211 b'-611 2167 2245 3332 3460 3533 L-8; 31-211 7'-611 1335 Ig32 2CIOb 2Q75 5042 L-q 7'--011 5'-411 1656 Ibgb 254b 2607 2666 L-10 5'-Olt g1-4" 1425 1476 2215 2267 231g L-11 q'-211 10'-611 1236 12b1 ICHb IG136 200g L-12 10'-0" 11'-411 112b 1170 174q 17g0 1552 L-15 11'-211 12'-61' 1004 1042 1554 15g1 1623 L-14 12'-O" 151-411 q31 q33 143b 1473 150-7 L-15 121-0" 14'-011 7b3 704 1556 13bq 1421 L-16 13'-4" 14'-6" 160 '165 13,145 1446 1512 L-17 14'-01° 15'-4" 657 661 1526 1516 143i L-16 161-'0" lT-4" 521 525 1153 IM 1250 L-101 151-00 Iq'-4` 406 406 101q 1051 1104 L-20 011-8," 201-0" 516 3i7 450 1011 1063 L-21 201-0" 21'-'4" 302 303 68© 01115 454 L-22 22'-✓a" 24'-0" 231 234 11 140 _r5i 501 NOTE: Bold numbers represent precast lintels prestressed using (2) 7/16" Diameter Prertres5ing Strands. DOORS PRECAST LINTEL (8"Xg;," FILLED) PRECAST LINTEL (&"XII4" GOMP05ITE) Total Allowable Superimposed Load - Pound5 per Linear Foot Mark No. Gleor Span Lintel Size Filled (1) #5 bit xb" Filled (2) #5 b"x6" Filled (1) #5 T 4 B Filled (1) #5 T (2) #5 B Filled (2) #5 T$ B A E73 G D E M-2 2'-8," 41-0" 1323 N.R. 6350 N.R. N.R. M-4 31-bi1 4'-61 1203 N.R. 3b25 N.R. N.R. M-5 41-5" 51-8)" 854 N.R. 4120 N.R. N.R. M-b 61-F811 7'-511 570 N.R. 2315 N.R N.R M-q b'-4" q'-b" 500 N.R. 1-145 N.R. N.R. GENERAL NOTES 1) CODES: 1.1 STANDARD BUILDING CODE (1999) AND FLORIDA BUILDING CODE (2001). 1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-99). 1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-98). 2) CONCRETE: 2,1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT - 4000 PSI 2.1.2. PRE -CAST W/PRESTRESS REINFORCEMENT - 6000 PSI 2.1.3, CONCRETE FILL (PLACED IN FIELD) - 3000 PSI 2.2 REINFORCING BARS: 2.2.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 40), (GRADE 60) FOR PRE -STRESSED. 2.2.2, STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. N.R. = NOT RATED FIGURE N0. 1 2500 PSI GONG. FILL (CONCRETE PLACED IN FIELD) STD 1&0' HOOK ® EACH END OF STIRRUP W/2 1/2' LEG EXTENSION PAST BEND.(TYP) ° ° • . ' . rl TOP LEG BAR, . 3/8" BAR. EACH LEG ..a � � � • � l/32" STIRRUPS ®4'-O" G-G N Z,_, , a • ' f (TIED OR WELDED) BOTTOM STEEL - SEE SCHEDULE I ------- "A' BAR NOTE, 19' Ll5' I.15� L5' 1. MINIMUM COVERAGE OF STEEL - 1.5' "A" BAR MIN. lbZS' MIN. 2. CONCRETE STRENGTH AT RELEASE - 3_500, P51 TYPICAL LINTEL SECTION PR-PCA$T CONCRETE 5GR1% fdT.S. FIGURE N0. 3 r-- (1) a5 BAR CONTINUOUS CONCRETE BLOCK "KNOGK-OUT" COU25E (F' M - 1250 PSI) CELLS AND "U' LINTEL FILLED WOONGRETE FLAG-ED IN FIELD (2500 F51) V LINTEL5 AS 5HOWN IN FIGURES NO. I OR NO. 2 (1) #5 BAR CONTINUOUS COMP051TE LINTEL SECTION rw: Krs. FIGURE NO. 2 2500 PST CONC. FILL (GONGRETE PLACED IN FIELD) I.S. IV STD 100" HOOK 0 EACH END OF STIRRUP W/2 1/2' LEG EXTENSION PAST BEND. (TYP) 3/8' BAR. EACH LEG 1 1 I 1/32' 5TIRRUPS (POSITIONERS) AT 1 ..n ,. aa•• / 4'-0" G-G AND AT 6" WITHIN 2 FEET 2�- r ENDS (TIED OR WELDED) I I BOTTOM STEEL - SEE SCHEDULE T2-- - ° --°� "A" BAR l/I6" PRESTRESSED STRAND NOTE' "A" BAR MR MR I. MINIMUM COVERAGE OF STEEL - 1.5" 1b15' 2. CONCRETE 5TRENGTH AT RELEASE - 3- P51 3. STRAND FOR PRE5TRE551NG TENDONS- ASTM A41(5 4. MINIMUM PRE5TRES5 FORGE PRIOR TO LOSSES - 43.5K TOTAL TYPICAL LINTEL 5ECTION PRECA5T W1 PPE6TRE55 REINFORCEMENT ME RTs. 3) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530, 3.2 MINIMUM MASONRY UNIT STRENGTH: f'm 1250 PSI. 3.3 MORTAR SHALL BE TYPE S. 4) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER SECTION 2101.3.1 OF THE 2001 EDITION OF THE FLORIDA BUILDING CODE) 4.2 ALLOWABLE LOADS ARE TOTAL SUPER IMPOSED LOADS. 4.3 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE ALLOWABLE LOAD TABLES BY DETERMINING THE MAXIMUM RESISTING SHEAR AND MOMENTS. (k I i REV. . DATE 24 p F wZowwwE.4W a h7 w.�M�z C7�WFENVC, w:j�wow�z�.a, o F E-, E_ H WwE.Za R� W E•� U'' C� MIS awl r+ n M U m Mno Q0 cc W � � O pr ® a Z?� E+ � a � Z C7 C) �, QI�I� drawn by: - checked by: c date: 3/1/02 Scale: NONE LINTEL 5HEDULE THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 M,P,H, 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 EDITION, uD I LS MAY\I C v F 0 e i ::. ' , ;u 1. a , r;. ;..:.. I R' -:Y �' 7 y 0 ;� ir BUILDING DEPT. FED OR p E AND CONOITIONAU PERMIT ISSUED E7 A LI D SHALL EJK PROCCED WIT NOT A AL.rvrl, ou illd' -) VIOLATE" ANY jF THE: I W2 L t u b pl- N o SHALL ION F F, v LA,! rlaq tow; s is