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HomeMy WebLinkAbout101 Calabria Springs Cove New construction SFHPERMIT ADDRESS CONTRACTOR F3 C Z76f Hbffi s G0tP- ADDRESS 1 V�1t1Qr�t Dr. Altamonte Springs, EL 32714 (407)339-4114 _ C B C 053044 PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER t 1 ELECTRICAL CONTRACTOR MECHA NICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE d SUBDIVISI ON PERMIT # N IOH DATE PERMIT DESCRIPTION UV PERMITVALUATION SQUARE FOOTAGE d _ F u J1� FOUNDATION NOTES: I. SEE FLOOR PLAN FOR FILLED CELL LOCATIONS. 2. ALL INTERIOR DIMENSIONS ARE BASED FROM THE OUTER EDGE OF THE FOUNDATION SLAB. 3. ALL 501L UNDER SLAB AND FOOTINC75 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. COMPRESSIVE STRENGTH OF 2500 PSI AT 26 DAYS. 6. CONCRETE (GROUT) FOR LINTELS AND FILLED CELLS SHALL HAVE A MIN. COMPRESSIVE STRENGTH 3000 PSI AT 26 DAYS. 1. MORTAR SHALL BE TYPE 5. 6. 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. FLUMBINO NOTES: I. WATER HEATER TEMPERATURE d PRE55ME 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 5TRUCTURE. MAX. SPAG I NO OF FILLED CELLS: U5E 6-0" HORIZ. 5PAGIN6 - a'-4" CEILING MAX. U5E 6-0" HORIZ. 5PAGING - 10'-0" TO 12'-8" CEILING MAX. U5E 6-0" HORIZ. 5PAGING - 12'-&" TO 1V CEILIN5 MAX. 4 ADD LINTEL W/ (1) #5 CONT. ® q'-4" HST. (+/- 5") 30"x30"xl2" DP. GONG. PAD w/ (5) #5 REBAR EACH WAY (2 TYP.) 'v i � 8• cr1.u. �� X AB TO TIE BEAM TYP. 4. 1 X CHASE • EACH DOWN CELL- I. �1 (WW. 040 PVC, MIN.) (Sff FLOOR PLAN FOR THROUGH FOOTING FILLED CELL LOO pl. «5 POMB W 12• HOOK III 65 BARS W 25' MIN. LAP 4 25• LAP MIN. AS SHOW FILL CELLS SOLID LY cMu. III 'I,: PIPE THROUGH FTC. 51/211 FINISH 64 ADE 11 i• Z II 5 V2" CONCRETE SLAB (MIN. 2500 PS.IJ W/ bx& 10/10 WIRE MESH (OR W/ FIBER MESH) a1 " OVER 6-MIL VAPOR BARRIER (V 0 e'. A1• (SEE FOUNDATION FLAN FOR SLOPE) • GLEM COMPACTED TERMITE TREATED FILL 2Ok10' FOOTER W/ 5 05 BAR CONT. CURB FOOTING DETAIL AT GARAGE eau I/Z• • 11-01 20"x20" GMU COLUMN 24"x24" GMU. BASE FILL SOLID O n FINISHED FLOOR COLUMN DETAIL 50ALE: 1/4" = 1'-0" W I I I i- PLUMBING CHASE I i AIGD PLUMBING CHASE 4 Q m I COMP. I SITE Ltx 36'-0" 24'-0" 10'-6" e , GDI • ■ in NJ ■ ■ ■ ■ L __J 2'-?" 2'-1 I/4" 15'-10 5/4" — — 31/2"DN ..mi..J I ■ ■ I 0 S.G.D. RECESS AS PAR MANUFAGTURER'5 IN5TRUC,,TION5 BLOCK CELL FILLED WITH PROVIDE ELEG. I CONCRETE AND 1-" ROD 3 1/2" GONG. FLOOR ~ CHASE FOR FROM FOOTING UP TO SLAB (2500 P.5.1.) w/ • ISLAND REF' I LINTEL TIE BEAM (TYP) NOTE: It bxbxlOxlO W.W.M. OR FIBER -MESH ON 6 MIL. 0 ■ VI50. ON GLEAN WELL FILLED GELL5 TO BE b'-O" O.G. MAX COMPACTED TERMITE 0 ■ I 4 AT BOTH SIDES OF A b'-O" OPEN- TREATED FILL I IN6 OR GREATER. SEE FLOOR PLAN q'-lo" FOR FILLED CELL LOCATION. I PLUMBING CHASE Ito I ' ■ 2' 10m�' " q'-q 1/4" I — — F GDI — GDI ■ _ I F Y `� 2" STEP-DN GD ■ ■ I i � I I, I �- A/C CHASE =� I Iq "� 3 -6 5/4" 12'-7 1/4" ■ I � 3 1/2" GONG. FLOOR I SLAB (2500 P.S.I) w/ N N bxbxloxl0 W.W.M. OR STAIR I AREA i FIBER -MESH ON 6 MIL. -�'� m VISA. ON GLEAN WELL COMPACTED TERMITE i� I ■ I TREATED FILL 3 -3 1/2" t= 'I 3 I/2 IQ. d � 6 GDI D GDI ■ O 32"x32"x12" OP. GONG. PAD tm w/ (3) #5 REBAR EACH WAY O (2 TYP) � O ■ N ■ IN J. 21_0" 1 61_4" 2'_0" '1'-6" I6'-O" 16'-0" ' ' I6'-O" FOUNDATION/PLUMBINO PLAN 50ALE: 1/4" - 1'-011 9 tigatt?, RE `'ISION uI C�KRI C�II Y�' ENGINEERING (401)114-SM3 FAX, (401) 114-6411 PA. BIOX 161613 ALTAMONTE SPRWSS, FL 32116 THOMAS J. ANDERSON PEO 41812 REV. DATE GP b/b/O3 E• EA O " Oaw Wzom z vwi 0�'w�oy, 0 9 Cti ME U O wra PNWw o E� o�azlH a0 o p~� WWrZ�E wO- 0 U W9 prAA0.4 wwawa ME- 0 E. 0 )�� � O O d� C O ■ W �-4 Z 0 N 0 CID P4 i�w0 F� �.; Z Z O "!e "0 ko maw Z a I w� O � N drawn by: HL J checked by: GP date: 4/24/05 shoot: 24"x3b" FULL 56ALE scale: II"AT HALF 56ALE FOUNDATION PLAN 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. I 's 1.0 t JUN 0 0 2003 �/" • ! .• lie VW THIGKENED EDGE PRE-ENGINEERED TRU55 ® 24" O.G. (MILL BEYOND 3 1/2" CONCRETE SLAB (MIN. 2500 P.5.1) W/ W/ 1 #5 BAR GONT. W/ (1) MT512 ® EA. TRU55 U.N.O. bxb 10/10 WIRE MESH (OR W/ FIBER MESH) 3 1/2" GONGRETE SLAB (MIN. 2500 P.5.1) W/ OPTIONAL 2x4 (SEE "5-2" SHEETS FOR TRU55 PLANS) EXPANSION JOINT OVER 6-MIL VAPOR BARRIER 6x6 10/10 WIRE MESH (OR W/ FIBER ME5H) NON -BEARING WALL TYP. 9 - - = - =' = :a 3 " (SEE FOUNDATION PLAN FOR SLOPE) I m OVER 6-MIL VAPOR BARRIER N d3 ". COMP. SHINGLES OVER 15# FELT DRIVEWAY" 8 G.M.U. 3 1 (SEE FOUNDATION PLAN FOR SLOPE) - (FELT: ASTM D 228 TYPE I) SLOPE TO R/W i (5 TIERS MAX)MAXj „ -�-�- ON 1/I6" OSB OR GDX SHEATHING 1,=III—III 1' e -�_-_� 3 1/2" GONGRETE SLAB (MIN. 2500 P.5.1) W/ ALUM. DRIP - - w -.-�- 6x6 10/10 WIRE MESH (OR W/ FIBER MESH) _ - I��-II_-1� m -I - _ _ - � OVER b-MIL VAPOR BARRIER ALUM. l - - I > °. ° Ill (2) VERTICAL #5 BARS I III— „ - (SEE. FOUNDATION PLAN FOR SLOPE) - - - J I FA5GIA ° •: �- _ - ® GORNER5 ,AND (1) #5 BAR ° ii °. L ° f GLEAN COMPACTED 3� 3 - - _ ° _ - ®8 -O MAX. CONNECTING t_ - - FOOTER TO THIGKENED EDGE -III � ��� GLEAN COMPACTED 2X4 OR 2X6 SUB -- _ - TERMITE TREATED FILL T� _ i t` GLEAN COMPACTED TERMITE TREATED FILL FASCIA SEE I6 x8 FOOTER W/ - - - 8" TERMITE TREATED FILL I�b"x8" FOOTER W/ I' 1= ELEVATION a " Wx8" THIGKENED EDGE 1 1 #5 BAR GONT. I -4 2 #5 BAR GONT. I,_4N II - #5 BAR CONT. 1 '. VENT.'ALUM. W/ 1 #5 BAR CONT. SOFFIT GARAGE DOOR RECE55 II II I C /� rc_'� OFFSET T N I CKE N E D E D GE DETAIL R4 I& E D T H I C<E I V 1- D EDGE D 5 T A I L ROOF SHINGLES (UL q91/ A5TH ANSI/03161 a0, CLASS A, ASTM D3462, D FOOTING DETAIL AT GARAGE DOOR CD . CD (2) SECURED w/ (4) NAILS EA. CD 5GALE, 3/4" = 1'-0" 50ALE, 3/4" = 1'-O" (3) MEETS UL R2453 PROGRAM SCALE, 5/4" = 2x4 STUDS ® I6"O.G. #2KD 5.P.F. MIN. 2x4 5TUD5 6"O.G. ' #2KD 5.P.F. MIN. REFER TO ELEVATIONS FOR FINISH \ �� 8" G.M.U. 2x4 P.T. BOTTOM PLATE W/ TOP PLATE I/2" VIA. x 8" ANCHOR BOLT 2x4 DBL TOP PLATE 2x4 P.T. BOTTOM PLATE W/ 2x4 DBL 1 \ 2* EXPANSION ANCHOR w/ TO STUD/ 5PH4 ® 1/2" DiIA. x 8" ANCHOR BOLT : , . TO STUD/ 5PH4 SLAB TO TIE BEAM TYP. EVERY OTHER STUD OR EXPANSION ANCHOR w/ EVERY OTHER STUD ® EACH DOWN CELL. h 4" MAX. CHASE 2"x2"xl/ 1' WA5HER5 LOCATED SGHD. #40 PVG MINA WITHIN 6" OF EACH CORNER 2"x2"xl/8" WA5HER5 LOCATED (SEE FLOOR PLAN FOR �i (THROUGH FOOTING 32" O.G. MAX. ELSE WHERE WITHIIN b" OF EACH CORNER FILLED CELL LOG) , 6. 32" OL. MAX. ELSE WHERE , , #5 DOWEL Yr/ 12" HOOK �'� . 3 I/2" 66NGRETE 5LAB BOTTOM PLATE TO STUD/ 5 1/2" CONCRETE SLAB BOTTOM PLATE TO STUD/ b 25" LAP MIN. '� #5 BARS w/ 25" MIN. LAP (MIN. 2500 P.5.1) W/ 6xb 10/10 5PH4 a EVERY OTHER STUD 1/16" OSB SHEATHING WIRE MESH (OR W/ FIBERMESH) (MIN. 2500 P.S.I.) W/ bxb 10/10 5PH4 ®EVERY OTHER STUB Ii; AS SHOW FILL GELL5 50LID WIRE MESH (OR H/ FIBERME5H) 8" G.M U. iil OVER 6-MIL VAPOR BARRIER OVER 6-MIL VAPOR BARRIER VARIES 2"x4" BASE PLATE FASTENED. FIFE THROUGH FTG. (SEE FOUNDATION PLAN FOR SLOPE) W/ 2-12d NAILS ® 12" O.G. 11 •. ° e 31n Zia ==- +-�� °° °. lam' a"_-- 31a ° a .. �i--�-I LO HIER STUDEVERY 2 n ° G A 1r- RADE IIII 2"x4" CONT. ONAILSFIN15H GFASTENED W/ 30d _IIj IIl TTGLEAN GOMPAGTED' — - - r Il ;-� " - m{��-' I _ 20"A2" FOOTER W/ II IT 3 I/2 CONCRETE SLAB (MIN. 2500 P'.5.1) W" -N -'W� -- GLEAN COMPACTED A ; TERMITE TREATED FILL FASTENERS AT EACH FLOOR JOIST 20 A2 FOOTER VV I ' % .. �'% ( TERMITE TREATED FILL 3 #5 BARS GONT. 6xb 10/10 WIRE MESH (OR WFIBER ME5H) - - - - ' �-I' 4" MAX: CHASE � - 3 #5 BARS GONT. - - - - J PRE-ENGINEERED FLOOR ° OVER 6-MIL VAPOR BARRIER ADD #5 BAR(5) THROUGH NN (SGHD. #40 PVC MIN) " ' 4" MAX. CHASE I -8 TRU55 ®24 O.G. IT (SEE FOUNDATION PLAN FOR SLOPE) ADD #5 BAR(5) THROUGH I'-8" FOOTER ®CHASE THROUGH FOOTING FOOTER ® CHASE (SGHD. #40 PI MIN) GLEAN COMPACTED THROUGH FOOTING (LAP #5 BAR(5) UNDER CHASE ADD 20"AO"xlb" FOOTER (1) METAI6 IfiJ� - (LAP #5 BAR(S) UNDER CHASE ADD 20"xlO'W FOOTER AND GONNEGT TO EACH GONT. BELOW GONT. FOOTING EVERY FLOOR JOIST I6"x8" FOOTER W/ 11-4a TERMITE TREATED FILL AND CONNECT TO EACH CONT. BELOW GONT. FOOTING #5 BAR ABOVE CHASE) ® GHASE'GRO551% (U.N.0) 2 #5 BAR GONT. #5 BAR ABOVE CHASE) ® GHA5E GROSSING CURB FOO TING DETAIL AT GARAGE INTERIOR 5EARING WALL FTG. DETAIL. � OFFSET 5EARING WALL FTG. DETAIL � 26 GA. GALV. FLA5HING: (1) 6-90 GALV. GOATING (2) MEETS A5TM A521 (5) REGULAR POLYESTER SEE ELEV. (4) 1.0/ 0.5 MILL. W PRIMER PITCH (5) MIN. THIGKNE55 0.0181 IN. (6) GHROMATE TREATMENT BEARING HT. SEE ELEVATION R-30 INSULATION 1/2" GYP GEILIN(5 BOARD DBL. 2"x4" TOP PLATE HEADER HT. SEE ELEVATION DBL. 2x12 HEADER W 1/2" PLYWOOD FLITCH (REFER TO HEADER SCHEDULE) i WINDOW (SEE FLOOR PLAN FOR 51ZE d LOCATION) MARBLE SILL R-11 INSULATION 1/2" GYP BOARD 2x4 5TUD5 ® 16" O.G. BASE TRIM AS SPEC. 3/4" 05B T d G 5UB-FLOOR DECKING GLUED AND NAILED 1/2" GYP GEILING BOARD LINTEL BLOCK W/ 1 #5 ROD HEADER HT. SEE ELEVATION HEADER W/ I #5 ROD REV. DATE a I & 7; %zo�aFx N -Z p�'gpwd0 O W��SC�E�U O o Ex E+ x E-� A ►•+ Ezw� � �� z a 0 wwWWE-4 Wawa ox� xwalo x��w E•+ O O mot' CO �Cn CO Z0 �w CO co O Cq x a C D � —PRECAST D 50ALE, 5/4" = VI 5-ALE- 3/4" = I'-O" SCALE+ 3/4" = I'-O" z >'" W ZFTC. W/ (3) #5 I I 11_car • �— 3 1/2N GONG WINDOW (SEE FLOOR PLAN FOR 51ZE d LOCATION) 1 1 II #5 REBAR TYP. SEE ELEVATION II Il I FOR FIN15H II 11 II GONG. FILLED GELL5 YV = - - - _ _ _ I # 5 BAR VERTICAL` MARBLE SILL ~ BENT BAR W/ 25" R-4.2 FOIL ❑ ❑ LAP E.W. TYP OF 3 '+ PRECAST SILL E/ w + 1/2" GYP BOARD OVER I'-O" CORNER. f5A R D E T �� I L GONG FILLED' GELL FROM " 4 3/4 P.T. FURRING N.T.S. SLAB TO TIE CELL. " 8" G.M.U. EAG 1.° Q GONG. FILLED GELL5 W/ (SEE FLOOIR PLAN FOR BASE TRIM AS SPEC. 0 GANG. LINTEL FILLED CELL LOG) I I # 5 BAR VERTICAL BLOCK FILLED ail 4" GONGRETE SLAB (MIN. 2500 P.S.I) W/ . f 8" W/ (I) #5 #5 DOWEL W/ 12" HOOK ili. bxb 10/10 WIRE MESH (OR W/ FIBER ME5H) 2'-O" d 25" LAP MIN. OVER 6-MIL VAPOR BARRIER PRECAST GONG. LINTEL GONG. ' .r 1il 11 ii ii Cm COLUMN FILLED W/ 1 #5 BAR # ''1 O'-O" FIN. FL. O ,I a.. GHAIR BLOCK (W/ (I) 5 11 „ GM COLUMN �� �11 „T " I R WHEN 5 TIERS OR GREATERTIT " ,II #5 DOWEL W/ 12 HOOK a #5 DOWEL W/ 12 HOOK ,I , " n 3 I/2 CONCRETE SLAB (MIN. 2500 P.5.1) W/ UP Td I6 (NON -BEARING) U ,1 I, N 4 25 LAP MIN. I b 25" LAP MIN. 11; 111 3 1/2 CONCRETE 5LAB (MIN. 2500 P.5.1) 111 I #5. IN HEADER. Ib BEARING.. Ili i'1 bxb 10/10 WIRE MESH (OR W/ FIBER MESH) AND 1 bxb 10/10 WIRE MESH (OR W/ FIBER MESH) 8' U5E 2 #5 BAR5 IN HEADER: ii 6-MIL VAPOR BARRIER FIN15H GRADE j�T H ~ ill OVER 6-MIL VAPOR BARRIER 111 OVER . _ ill 111 (SEE FOUNDATION PLAN FOR SLOPE) GARAGE DOOR SEE ELEVATION FOR FINISH ,,l li,H (SEE FOUNDATION PLAN FOR SLOPE) SEE ELEVATION FOR FINISH 1 1'I 1' , j11 HEADER DETAIL '� it°i GLEAN COMPACTED TERMITE TREATED FILL A Ili ill E iii N.T.S. FOOOTER CHASE SPED) z '1 1,, FINISHED GRAD 1, O : Ii . d 20"xl0" FOOTER W/ FINISHED GRADE ,1 11 _ _ _ _ ° +.'d — — 3 ` Aj �L1 ° ° #5 ROD IN FILLED CELL ° (3) #5 BAR GONT. O 1 00, - �1P - /.l a, a - TIED TO GONT. ROD IN - - - - - - a•'.1; _� Q z / °.�1 ° ��: - FOOTER d LINTEL ROD - j— _---- ABOVE (10 MIN. HOOK) —� GLEAN GOMPACTED - - - GLEAN COMPACTED - - TERMITE TREATED FILL --) - --- 1 TERMITE TREATED FILL 1 _WYNVn 2'-0" 2'-0" 24"x24'W SPREAD FOOTER 24"x24"Ab" SPREAD FOOTER W/ 3 #5 BAR5 ® 6" O.C.E.W 6 W/ 3 #5 BARS ® 6" O.G.E.W. MULTIPLE COLUMN FOOTING DETAIL_ SINGLE COLUMN FOOTING DETAIL CD D 5GALE, 3/4" - VISCALE+ 3/4' = 1'-O" e �— 1 45 BAR GONT. TIE 5EAM' :.&TE DOWN N.TS. J. TYPIC,,L TWO 5TORY FR,4ME .OVER 0" CMU ICJ,4L.L_ SECTION drawn by: _ checked 4: Gp ' D SCALE, 3/4" = I'-O" date: 311103 4NE Sheet 24' x36" FULL 5GALE ' ENGINEERING Scale: IINIT HALF 5GALE (407) 774-9003 FAX: (407) 774-8477 FOUNDATION AND WALL P.O. BOX 161613 ALTAMONTE SPRINGS. FL 32716 DETAIL5 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. C t 9 2003 ;1 i 1 7 i I i I I r /x i I DESIGN NOTES: BASIC HIND SPEED = 100 M.P.H. (FASTEST MILE) 120 M.P.H. (3 5ECOIND GUST) HIND IMPORTANCE FACTOR = 1.0 HIND EXPOSURE CATEGORY = B ENCLOSED STRUCTURE: APPLICABLE INTERNAL PRESSURE COEFFICIENT = ± 0.18 (INCLUDED IN DE51ON WIND LOAD) S 7 1 r -1 -7 r -7 r k,) -i -i JL TRADITION QUALITY VALUE DE51ON HIND LOADS - HALLS = +22 , -IS PSF - ROOFS = +20 , -20 P5F (-30 PSF AT OVERHANG 5) STRUCTURAL LIVE LOADS - FLOORS (BALCONY) = 40 LIVE/ 15 DEAD P517 - STAIRS = 40 LIVE/ 15 DEAD PSF - ROOF = +23/ -25 PSF CONSTRUCTION TYPE: VI (RESIDENTIAL - UNPROTECTED) NUMBER OF STORIES: 2 BUILDING HEIGHT: 23'-(b" (MEAN ROOF HEIGHT) STRUCTURAL NOTES: 1) CODES: 1.1 Florida Building Code 2001 Edition 1.2 Building Code Requirements for Reinforced Concrete (AG) 315-qq) 1.5 American Society of Civil Engineers Minimum Design L oods for Buildings and Other Structures (A50E-q8). 2) CONCRETE: 2.1 Concrete Compressive Strength at 25 days: 2.1.1 Precast with standard reinforcement - 5,500 PSI 2.1.2 Precast with prestress reinforcement - 5,000 P51 2.1.5 Concrete fill (placed in field) - 2,500 P51 2.2 Reinforcing Bars: 2.2.1 Steel placed in precast lintel at time of fabrication A5TM A615 (Grade 60) 2.2.2 Steel in lintel and knockout block (placed in field) A5TM A615 (Grade 60) 2.2.5 Min. lap = 40 bar diameter all throughout 2.5 Prestress Strands A5TM A416 -I-Wire 2.4 Detail Reinforcement in Acordance with ACI 515 2.5 Concreting Operations Shall Comply with ,ACI Standards 2.6 Provide the following coverage over reinforceing: Bottom /Top / Sides Footings: 3" ! 2" / 3" Beams: 1 1/2 Columns: 1 1/2" 21 Concrete shall be mixed in accordance w/ A5TM C-q4-15A 2.8 Fill for slab shall be placed in 12" layers - rolled and/or compacted to minimum field density of c15'% as measured by the modified proctor test per AASHTO T-I80. All fill shall be clean sand, free of organic or other delleterious materials. 2.q All dowels, sleeves, conduits, inserts, blo/ckouts, 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. 3) MA5ONRY: 5.1 Design and Construction Shall Conform to the Specification of the National Concrete Masonry Association and ACI 530.1-11 / A50E 6-qq 5.2 Minimum Masonry Unit Strength: fm = 1,500 P51 5.5 Mortar 5ho I I be Type 5 4) HOOD: 4.1 Hood Products Promotion Council 4.2 All Structural Hood Members Shall Have a Controlled Fiber Stress Grade of at Least 1200 PSI (Fb) DI=I Y�I0�: &71 I. ALL PLANS ARE GENERATED UJITI--I THE AID OF COMPUTER AIDED DRAFTING SYSTEM. . 2. DIMENSIONS ,4i�ID NOTATIONS ON PLANS HAVE PREFERENCE OVER CxRAPI-IIC DEPICTIONS AND SI-40ULD � BE UTILIZED t0 SETTLE ANY DISGREF'ANCIES -ANY DISCREPANCIES SOUND SHOULD BE FORWARDED TO 71-{E 215 NORTH WESTMONTE- DRIVE �'LANh11NCx AND DESICxN DEPARTMENT OF BE,42ER HOMES, INC. 3. PL,4N5 ARE GENERATED FROM A COMMON CxRAf NIC DATA- ALTAMONTE SPRINGS, FL 3274t 407-­--139-4t14 BASE WITH MODIFIGATIONS AS REQUIRED TO ADAPT PLANS t0 LOCAL BUILDING CONDITIONS AND SF'EGS FOR EACH LOCALITY, G;ENEfRAL ACON&TfRUCTION-- eFPECIFIC TIONIS I. 7NI5 STF2UCTURE HAS BEEN DESIGNED TO MEET 3. ALL HOUSE SLABS TO BE 2500 PSI GONCfzETE MINIMUM OR EXCEED THE 120 M.P.1-I. (3 SEC, GUST) WIND LOAD AND ALL CaARAGE SLABS TO BE 2500 PSI CONCRETE fREQUIREMENtS OF THE FLORIDA BUILDING GODS MINIh'IUM UNLESS NOTED OTHERWISE. 2001 EDITION. 4. TYPICAL WALL SECTIONS, FOUNDATION DETAILS, 2. PRESUMPTIVE SOIL PRESSURE IS 2000 LBS/SF, FRAMING DETAILS, ROOD DETAILS, AND t-ENCsINEERINCa SPECIFICATIONS ARE FOUND 2.1 VERIFY ACTUAL CONDITIONS PRIOR TO PLACING OF ON "S" AND "GD" SHEETS. CONCRETE. IF FOUNDATION IS ON PREPARED SILL, VERIFY SUITABILITY OF FILL FOR USE .46 FOUNDATION. g. TEMPEizED CLASS INSTALLED IUNERE REQUIRED BY GODS. BEARING MATERIAL. 2.2 RECOI"IPAGT DISTURBED SOIL IN F0071NCx BOTTOMS 6-.ALL CONSTRUCTION SPECIFIGATIONS NOT COVERED IN THIS SHEET, PRIOR TO PLAGEMEN7 OF CGNCRETE. OR IN PLAN SETS AND GENERAL SPECIFICATIONS, ARE TO MEET ALL APPLICABLE 6T,4TE AND LOCAL BUILDING COPES. e TA5LE OF CONTENTS SHEET DESGRIFTION 05-1.0 COVER SHEET 5-1.0 FOUNDATION PLAN A-1.0, 1.2 FLOOR PLAN A-2.0 EXTERIOR ELEVATIONS 5-2.0, 2.1 ROOF TRU55 PLANS A-3.0 INTERIOR $ CABINET' ELEVATIONS E-1.0, 1.2 ELECTRICAL PLAN (CD -SHEETS) CONSTRUCTION DETAILS AND SPECIFICATIONS PLAN RECISIONS SCHEDULE REV SHEETS AFFECTED DESCRIPTION OF CHANGES DATE WLIF rtVKKICANE ENGINEERING (401) 114-SM3 FAX, (401) 114-8411 P.O. SOX 161613 ALTAMONTE SPRINGS, FL 32116 THOMAS J. ANDERSON PE' 41815 F+ E q OF 0.Wd I;Z 2�0 wazwW1W o xz�woxp,E cat E xEE E w�WAEWwa0-4x ooz`FA a Na�5. WzE- U w9=2r.2 z W'�w1% pz� xri,aa0 140E E. O U � O d+ d� PQ 0-4 Q co 0 Cl) wiz o uw� � O co CIO xw� o E-4 T-4 cat ►� w �z a z 0 a ,tea c� m. H O � O � W � W O � N N drawn by: HLJ checked by: r date: 4/24/03 sheet: 24" 06" FULL 5GALE scale: IINIT HALF 50ALE 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, CS t e /, �krv` r 1 } x k f 03 15'-q 5/4" 0 2nd. FLOOR BEARING HT 17 -4 5/411 HEADER HT. TEXTURED CEMENTITIOU5 —/ FIN15H 5/4" RAISED 10'-8 5/4" 4" BAND 2nd. FIN. FL. 1'-4" BEARINO HT. 6'-8" HEADER HT. I 0" FIN15H FLOOR I 6 FTYP SHINGLE ROOF TYP. '-6" 13'-0" SCORED ��� BANDING I" RAISED f" RAISED 12" K "(STONE BAND 4 r SCORED 6 BANDING SMOOTH GEMENTITIOUS WASH TYPICAL ALL BANDING U.N.O. iBANDING DETAILS i 50ALE: 1/4" = 1'-0" 11II 500RED I" RAISED 6" BANDING 12" KEYSTONE � ry I" RAISED BAND I" RAISED 4" RADIUS SPOKE SPOKE e _ BEARING HT. ® ENTRY 12'1 2" RAISED I" RAISED 2" BAND 1 SCORED 6" BANDING e I" RAISED BAND I" RAISED N / 6" 1p I" RAISED KEY STONE w/ SMOOTH CEMENTITIOU5 WASH 10" I" RAISED KEY STONE w/ SMOOTH CEMENTITIOUS WA5H <EY STONE DETAIL 50ALE: 5/4" = 1'-0" SIHINOLE ROOF IS'-Q 5/4" ® 2nd. - TMP• FLOOR BEARING HT. 1i'-4 5/4" HEADER• HT. — El I TEXTURED CEMENTITIOU5 FINI.SH 6-5" HEADER HT. — 1313 O" FINISH FLOOR REAR ELEVATION 50ALE: 1/5" = 1'-0" 50ORED b" BANDING SCORED b" BANDING 2x4 FRAMED 2xb BAt Ixb BAt bxb FT. F Ixb BAND —� NINE NINE soon soon loom oom soon soon 50ALE: 1 /5" = 1'-0" SHINGLE ROOF TYP. TEXTURED CEMENTITIOU5 FINISH RIOT ELEVATION 50ALE: I/5" = P-0" l PRE-ENG. TRU55ES 20'-cf 1/2" (2) 2xI2 w/ 1/2" FLITCH PLATE ENTRY BEARI NC HT. 2" bxb PT. P05T w/ (1) ABUbb ® BOTTOM T d (2) MT512 ® TOP TO BEAM (2-TYPICAL) 2xb Ixb 2x4 FRAMING bxb FT. ON GMU. COLUMN GMU. BEARING H' 20"x20" GMU COLUMN ® ® ® ® (2-T(PICAL) ]]DO 0.01100 Ixb 24"x24" GMU. BASE (2-TYPICAL) O" FIN15H FLO( ENTRY DETAIL 50ALE: 1/4" = 1'-0" C REV. DATE og xz a wzoa,wowa W o�"waWo 0 wA H �p�W O c.) Eav[� t12 x F. E-4 E- rn E-4 Z PC x x WaWzzO�0 W�a�c� w�waozW NOx"m U' o to 7-4 oa co O a W C) c, 'Z�+ � W orn � -Z Z O O lCJ F CC\i�W Z O a z w c. T'K-CIV(7. i Enr= (2) 1 2x12 w/ 1/2" � O (2) 2x P05T MT512 I w/ (2) ® TOP TO BEAM 4 (2) SPb OR 4 W ® BOTTOM OF POST (2-TYPICAL) � \ O Li � N � N drawn 4: HLJ checked 4: Gp PEI date: 4/24/05 tmVKKICANE sheet: 24"x5b" FULL 50ALE ENGINEERING Scale: 11"xlT HALF 56ALE (401)114-S=3 FAX (401)114-8411 ELEVATION5 P.O. BOX 161613 ALTAMONTE BPRWA, FL 32116 THOMAS J. ANDERSON PEe 41819 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. 20,0 -LOOR TRUSSES MAY BE ADJUSTEC FOR SECOND STORY PLUMBING (1) ABU66 EA. FLOOR TIRU55 FLAB SCALE: 1/4' = 1'-0' LACTA I/_ a nA11 -i ) METAI6 NOTES: REV. DATE 1. TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS. - - 2. TRUSSES, GIRDERS, AND BEAM TIE DOWN5 TO BE 51ZED PER TRUSS MANUFACTURERS UPLIFT CALCULATIONS. ANY GUE5TION5 AS TO THE SIZE, TYPE, OR VALUE OF A NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER. 3. HEADER STUD REQUIREMENT 2 HEADER 5TUD5 (EACH 510E) I'-6" TO b'-O" 3 HEADER 5TUD5 (EACH SIDE) 6-0" TO 12'-0" 4 HEADER 5TUD5 (EACH 51DE) 12'-O" TO 16-0" 2 HEADER 5TUD5 REG. (1) FULL LENGTH STUD 3 HEADER STUDS REG. (2) FULL LENGTH STUDS 4 HEADER STUDS REG. (2) FULL LENGTH STUDS 4. BEARING WALL NAIL PATTERN: I. PLYWOOD: (FIELD) USE 8D NAILS a 12" O/C OR 0.5.E3. (EDGE) U5E 80 NAIL5 0 6" O/C 2. GYPSUM: (FIELD) USE 50 NAILS ® loll O/G (EDGE) U5E 50 NAIL5 ® 1" O/G 1 -C 4' L- E- A O E; oaWa z azowWa�z �4, 04 WAG"Tfs,W�W O CQ T � �W0W04E, HAKE E wWa�x ww= 5. ROOF NAILING PATTERN: PLYWD OR 055 J � W E- W � x 0 1 ZONE I - USE 8D COMMON NAILS a G" 0/0 ZONE CHART p o o a �" Ap� 2 ZONE 2 _ USE 80 COMMON NAILS ® 6" O/G a a E � z o o � 3 ZONE 3 USE 8D COMMON NAILS ®4 O/G N a w F 0 6. 1/2" GYPSUM CEILING: USE 50 NAILS a 7" 0/6 W W W r4 W a 1. 2 1/4" X .131 PNEUMATIC NAILS MAY BE USED IN LIEU m m w r: (D z OF 8D COMMON NAILS. NAILED a 5" O.G. EDGES 4 a 10" O.G. FIELD W w m o � = 05 8. ALL INTERIOR LOAD BEARING WALLS TO BE 2X4 #2 5PF a 16" O.G. UP TO 14'-0" HGT. o o INTERIOR LOAD BEARING WALLS ABOVE 14'-0" TO BE 2X4 #2 5PF ® 12" O.G. UNLE55 OTHERWISE NOTED. S. TABLE 2506.1 OF THE FLORIDA BUILDING CODE 2001 EDITION FOR FASTENER SCHEDULE IN ADDITION TO 5TRAPPING SCHEDULE. co to HURRICANE TIE INTERCHANGABILITY SCHEDULE .-•I BRAND MODEL FASTENERS# UPLIFT COMPLIANCE SIMPSON MTS12 (14) 10d 1000 413 (NER) w USP MTW12 (14) 10d 1055 5764 (ICBO) SIMPSON META16 (12) 10d x 1-1/2" 1490 469 (NER) CO co Q CO USP TA16 (11) 10d x 1-1/2" 1350 5531 (ICBO) 0 SIMPSON META22 (14) 10d x 1-1/2" 1500 469 (NER) r� 0-4 'ld4 L� USP TA20 (11) 10d 1520 5531 (ICBO) SIMPSON HETA20 (16) 10d x 1-1/2" 1890 469 (NER) Q V USP HTA20 (13) 1Od 1890 5531 (ICBO) j (� �•1 SIMPSON HUS26 (14) 16d, (6) 16d 1550 499 (NER) 0 cr, j N USP THD26 (18) 16d, (12) 1Od x 1-1/2" 1520 478 (NER) w 1:4 ....I N SIMPSON LSTA18 (14) 10d 1055 443 (NER) . U, rQ USP LSTA12 (10) 10d 755 530 (NER) M w SIMPSON SP1 (6) 1Od, (4) 1Od 585 499 (NER) E-H E-4 co USP SPT22 (4) 1Od, (4) 1Od 595 564 (NER) Q'i 'ZCO . i SIMPSON SP4 (6) 1Od x 1-1/2" 735 499 (NER) O Z USP SPT4 (6) 1Od x 1-1/2" 735 564 (NER) SIMPSON SPH4 (12) 10d x 1-1/2" 1360 9603E (SBCCI) E-r SIMPSON SPH6 (12) 10d x 1-1/2" 1360 9603E (SBCCI) SIMPSON SPH8 (12) 10d x 1-1/2" 1360 9603E (SBCCI) Z SIMPSON LSTA36 (26) 1Od 1715 443 (NER) USP LSTA36 (24) 1Od 1740 530 (NER) SIMPSON H5 (4) 8d, (4) 8d 455 499 (NER) USP HCDP (4) 8d, (4) 8d 475 510 (NER) SIMPSON ABU66 (1) 5/8" AB, (12) 16d, (2) 1/2" 2300 499 (NER) USP PAU66 (1) 5/8" AB, (12) 16d, (2) 1/2" 2350 530 (NER) SIMPSON ABU44 (1) 5/8" AB, (12) 16d, (2) 1/2" 2200 499 (NER) Z USP PAU44 (1) 5/8" AB, (12) 16d, (2) 1/2" 2240 530 �r W (NER) SIMPSON MTT28B (1) 3/4" AB, (24) 16d 4455 432 (NER) I I USP MTS27B (1) 3/4" AB, (24) 16d 4635 530 (NER) > C-+ SIMPSON HGUS26-2 (20) 16d, (8) 16d 2275 499 (NER) USP THDH26-2 (20) 16d, (8) 16d 2235 5441 (ICBO) SIMPSON L50 (6) 1Od 420 443 (NER) USP AC5 (6) 1Od 425 3613 QCBO) SIMPSON HTT16 (18) 16d 3480 5313 (ICBO) USP HTT16 (18) 16d 3695 530 (NER) SIMPSON HTT22 (32) 16d SINKERS 5250 5313 (ICBO) SIMPSON HGT-2 (2) 3/4" AB, (8) 10d 10980 432 (NER) V USP HUGT2 (2) 3/4" AB, (8) 10d 9210 • (NER) I SIMPSON A34 (8) Bd x 1-1/2" 365 413 (NER) USP MP34 (8) 8d x 1-1/2" 350 505 (NER) �..� O SIMPSON HTS20 (20) 1Od 1450 9603E (SBCCI) ^ USP HTW20 (20) 1Od 1530 5764 (ICBO) SIMPSON SP2 (6) 1Od, (6) 1Od 890 499 (NER) USP SPT24 (6) 1Od, (6) 1Od 895 564 (NER) ' rr�j SIMPSON H3 (4) 8d, (4) 8d 455 393 (NER) r , USP HCH18 (4) 8d, (4) 8d 360 510 (NER) SIMPSON MGT 5/8" AB, (22) 10d 3965 432 (NER) \ NOTE: Q; r0, 1) USE (1) MTS12 (OR INTERCHANGABLE TIE) FOR TRUSS TO FRAME WALL NAIL VALUES: �../ OR BEAM CONNECTION UNLESS NOTED OTHERWISE (U.N.O.) BASED VALUES: "NATIONAL DESIGN SPECIFICATIONS 2) USE (1) META16 (OR INTERCHANGABLE TIE) FOR TRUSS TO BLOCK WALL 3 CONNECTION .) FOR WOOD CONSTRUCTION FROM ^� 3 USE HUS26 (OROR INTERCHANGEABLE TiE)FOR ALL JOIST HANGER CONECTIONS (UNO) TABLE B.Sc - "NAILS AND SPIKES 4 USE (3) 16d OR (3) .131 x 3 1/4" PASELODE GUN NAIL TO FASTEN JACK LATERAL LOAD DESIGN VALUES" TO HIP GIRDER. (T&B) NAIL SHEAR VALUE (Ibs.) 5) (1) FILLED CELL REQUIRED UNDER ALL GIRDER TRUSSES(>10,000LB DOWNLOAD) 8d 103 (1) FILLED CELL REQUIRED WITHIN 8 IN OF GIRDER TRUSSES(7500-10,000LB DOWNLOAD) tOd 1205 (1) FILLED CELL REQUIRED WITHIN 4 FT OF GIRDER TRUSSES(<7500LB DOWNLOAD) 116d 149 - COMPLIANCE REPORT PENDING AUG 5, 2002 - CHANGE.DWG FOR ENGINEERED TRUSS DESIGN AND LAYOUT PLAN REFER TO SHOP DRAWINGS PREPARED BY 5MYTH LUMf3ER GO. 6363 EDGEWATER DRIVE, ORLANDO, FL. 32810 PHONE (407) 299-1522 FAX(407) 299-9153 KVKK1C,4NE ENGINEERING (407) 774-9003 FAX: (407) 774-8477 P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32711 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, drawn by: HLJ checked by: GP date: 4/24/03 shaft: 24"06" FULL 5CALE sca e: II"AT HALF 5CALE FLOOR TRU55 PLAN 290, REV. DATE 2x TREAD5 w/ . ;�� PRE-ENGINEERED I" N051NG TYP. , �.' FLOOR TRU55ES KICKER 2x6 RAILING PLATE ,• E- N/ HANDRAIL ® 56" ABOVE o a w 0 z N05E OF TREAD - a z o w w a� z LE55 THAN 4" BETWEEN - = w a c w w o zz a CQ SPACING OF 2x2 PICKETSoo E- d U E. H Ne • FLOOR- H W5) x12 W Wa t STRINGERS cx" E- xa PLAN p a U o d r�i� a tt W - - Q aazzo 0 p 1'_ d) dJ p N W w E'' z U in 4'-41/2" 3'-O" w�Waaczz 00 � HoMu W14� Ix12 SKIRT d 2x4 P. T. OVER 2x12 5TRINGER 4'-11 1/2" WALL MOUNTED I/4" KICKER BLOCK WOOD HANDRAIL AIRGH DETAIL ARGH DETAIL. ARGH DETAI L5TAIR DETAL SCALE: I/4I'-O� 5GALE: 1/4" -O" 5GALE: 1/41-050ALE: 1/4DA z. HANDRAIL DETAIL "0 ;r 50ALE: I I/2" = I'-O" B G p F w �4 W o A5 1/2° = P�3 �3 N z P�3�� � CHAMFER GUT 2AN x2 PICKET(5) ® TOP D BOTTOM END5 `-4 mJ' N s= (1/2" CHAMFER 2-TYP) W a y Q�� • in d� '. Z00 CQ�Z w�• O lu tu p, AI�I� _ z � �- m ' "' Gy:) 4" CMU CURB E--1 A MASTER BATH DETAIL i fi .pf 50ALE: 1/4" = I'-O" �d k. E � N pry• � � drawn by: HLJ checked by: (,P date: 4/24/05 sheet: 24"x36" FULL 50ALE scale: INIT HALF 56ALE CABINET 4 M156. DETAIL5 3oO AP r;. fig: ; .�F 5EGOM7 BY i RE Aµ.`t':' get � • WALL BEYOND v 3 1/2" CONCRETE SLAB (MIN. 2500 P.5.1) W/ bxb 10/10 WIRE MESH (OR W/ FIBER MESH) 3 1/2' CONCRETE SLAB (MIN. 2500 P.5.1.) W/ EXPANSION JOINT OVER 6-MIL VAPOR BARRIER 6xb 10/10 WIRE MESH (OR W/ FIBER MESH) DRIVEWAY 32 (SEE FOUNDATION PLAN FOR SLOPE) I OVER 6-MIL VAPOR BARRIER OPTIONAL 2x4 SLOPE TO R/W w i (SEE FOUNDATION PLAN FOR SLOPE) NON-BEARIN6 WALL TYP. 3: uw v Lu Q� -- II=11� III III C) m I ►1.:,111—I 11 I Jl_I_I I ITI I ! 3 i :: �, . 1 ! IT 111= 771 8 WIDE GONG. GURB bitGLEAN COMPACTED � 32: TERMITE TREATED FILL 8"x8" THICKENED EDGE GLEAN COMPACTED 8"x8" THICKENED EDGE W/ 1 #5 BAR GONT. TERMITE TREATED FILL W/ 1 #5 BAR GONT. 6ARA6E DOOR RECESS OFF -SET T 1-I I C< N D EDGE DETAIL FOOTING; DETAIL AT GA1RAC�E DOO1R CD „_ D 5GALE: 3/4 = I -O 5GALE: 3/4" = 1'-0" 2x4 STUDS ® 16"O.G. #2KD 5.P.F. MIN. 2x4 P.T. BOTTOM PLATE W/ 2x4 DBL TOP PLATE 1/2" DIA. x 8" ANCHOR BOLT TO STUD/ SP4 OR EXPANSION ANCHOR W EVERY OTHER STUD I I 2"x2 "x 1/8" WA5HER5 LOCATED ll GONG. FILLED CELLS W/ �I I # 5 BAR VERTICAL WITHIN 6" OF EACH CORNER 1 4 32 O.G. MAX. ELSE WHERE #5 DOWEL 11 Ili 3 1/2" CONCRETE SLAB (MIN. 2500 P.5.1.) W/ 3 1/2 CONCRETE SLAB BOTTOM PLATE TO STUD/ 4 25 LAP MIN. ,ll (MIN. 2500 P.5.1.) W/ 6x6 10/10 SP4 ®EVERY OTHER STUD li 6x6 10/10 WIRE MESH (OR W/ FIBER MESH) WIRE MESH (OR W/ FIBERME5H) Ill u, OVER 6-MIL VAPOR BARRIER OVER 6-MIL VAPOR BARRIER I1j (SEE FOUNDATION PLAN FOR 5LOPE) FINISHED GRADE III } I, ° 1' ' e I .t lily a !l -- ---a--*- 31:-�o�.�` a--- 32 Tmi�iilvpN4" MAX. A/G CHASE- 1=) I ° L (SGHD #40 PVC, MIN) 11- — IT— —I I— -- n — _ THROUGH FOOTING A A A GLEAN COMPACTED =1I , 1IMII II 20 xI2 TOOTER W/ I I TERMITE TREATED FILL I IT I i �`- ADD (1) #5 BAR I -4 GLEAN COMPACTED 3 #5 BARS GONT. 50" LONG 'm CHASE TERMITE TREATED FILL ADD #5 BAR(5) THROUGH I- 4" MAX. A/G CHASE (LAP #5 BAR(5) OVER CHASE i(b"x2O" FOOTER W/ AND CONNECT TO EACH GONT. 2 #5 BARS GONT. #5 BAR UNDER GHA5E) GWR5 FOOTING; DETAIL AT c Lo 5GALE: 5/4" = 1'-0" A/G CHASE TOOTER (SGHD. #40 PVC MIN.) THROUGH FOOTING (LAP #5 BAR(S) UNDER CHASE ADD AND CONNECT TO EACH GONT. N "xlb" TOOTER GONT. #5 BAR ABOVE CHASE) A/C CHASE GRO551N6 INTEfRIOfR f5EAfRING WALL FTC. DETAIL DDT 5GALE: 3/4" = I'-O" GONG. FILLED CELLS W/ I # 5 BAR VERTICAL oEl ❑ N - I 2'-01: IIM =EII GMU COLUMN II II r"=p' #5 DOWEL W/ 12" HOOK III Ill 4 25" LAP MIN. Iil lii 3 1/2" CONCRETE SLAB (MIN. 2500 Ili ill P.S.I) W/ bxb 10/10 WIRE MESH (OR IN/ FIBER MESH) OVER 6-MIL VAPOR SEE ELEVATION FOR FINISH Ili lii BARRIER (SEE FOUNDATION PLAN FOR SLOPE) FINISHED GRADE i� 'III -4 e ° ° i i o °4. L -III GLEAN COMPACTED -" I i I i-1 I L=III-I Ij TII i ► - ;III; TERMITE TREATED FILL 2 O 24"x24"xib" SPREAD FOOTER W/ 3 #5 BARS ® 6" O.G.E.W. 1 IULTIf=L COLU1"°iN FOOTING DETAIL 5GALE: 5/4" = 1'-0" Q GONG. FILLED CELLS W/ I # 5 BAR VERTICAL 3 1/2" CONCRETE SLAB (MIN. 2500 P.5.1.) W/ 6x6 10/10 WIRE MESH (OR W/ FIBER MESH) OVER 6-MIL VAPOR BARRIER (SEE FOUNDATION PLAN FOR SLOPE) -� Illi — .�. = a A III - III` 32: 8"x8" THICKENED EDGE \-- GLEAN COMPACTED W/ 1 #5 BAR GONT. TERMITE TREATED FILL THIC<ENED EDGE DETAIL D 50ALE: 3/4" = 1'-0" 2x4 STUDS @ 16"O.G. #21<0 5.P.F. MIN. 2x4 P.T. BOTTOM PLATE W/ 2x4 DBL TOP PLATE 1/2" DIA. x 8" ANCHOR BOLT TO STUD/ 5P4 OR EXPANSION ANCHOR w/ EVERY OTHER STUD 2"x2"xl/8" WASHERS LOCATED WITHIN 6" OF EACH CORNER 32" O.G. MAX. ELSE WHERE 3 1/2" CONCRETE SLAB BOTTOM PLATE TO STUD/ (MIN. 2500 P.5.1.) W/ 6x6 10/10 5P4 ® EVERY OTHER STUD WIRE MESH (OR W/ FIBERME5H) OVER 6-MIL VAPOR BARRIER VARIES (5EE FOUNDATION PLAN FOR SLOPE) 4 ��ZVE, 2 — II I I: I � �L7�=1 I I �".11111111 _ GLEAN COMPACTED 20"x12" FOOTER W/ I „-�- ,u'?`�I ~u,� , A I � TERMITE TREATED FILL 3 #5 BARS GONT. - - - - J 4" MAX. A/C CHASE ADD #5 BAR(5) THROUGH I:-8:: (SGHD. #40 PVC MIN.) A/G GHA5E FOOTER THROUGH FOOTING (LAP #5 BAR(5) UNDER GHA5E ADD 20"AO"xib" FOOTER AND CONNECT TO EACH GONT. BELOW GONT. FOOTING #5 BAR ABOVE CHASE) A/C CHASE GRO551N6 OFFSET 5EAIRING WALL FTG. DETAIL -iiC 5GALE: 3/4" = iiiI'-O" GMU COLUMN �I #5 DOWEL W/ 12" HOOK Ili It 25" LAP MIN. l 3 1/2" CONCRETE SLAB (MIN. 2500 P.5.1.) W/ 6x6 10/10 WIRE MESH (OR W/ FIBER MESH) Ill OVER 6-MIL VAPOR BARRIER SEE ELEVATION FOR FIN15H (SEE FOUNDATION PLAN FOR SLOPE) Iu II FINISHED GRADE ll 4 II a — — — — �•� -- ° 2 , —T„-- l� o z Ill- 7 GLEAN COMPACTED I= TERMITE TREATED FILL 2 -O 24"x24"xIb" SPREAD FOOTER W/ 3 #5 BARS @ 6" O.G.E.W. 51NGJ_E COLUt-IN FOOTING DETAIL. "� 5GALE: 5/4" J� FT6. W/ (5) #5 III I — 3 1/2 " GONG. -- I I II II i) I #5 REBAR TYP. II II II � — II V �- BENT BAR W/ 25" LAP E.W. TYP OF 3 COfRNEIR 5AfR DETAIL N.T.S. GONG. L I NTEL BLOCK FILLED W/ (1) #5 PRECAST GONG. LINTEL GONG. o�. FILLED W/ 1 #5 BAR UP TO ib' (NON -BEARING) USE 1 #5 IN HEADER. 16BEARIN6 AND 18' U5E 2 #5 BARS IN HEADER. HEADEIR DETAIL N.T.5. #5 ROD IN FILLED CELL TIED TO GONT. ROD IN FOOTER 4 LINTEL ROD - ABOVE (10"MIN. HOOK) r II 1 #5 BAR GONT. TIE 5EA1� &TES DOWN N.T.5. PRE-ENGINEERED TRU55 @ 24" O.G. W/ (1) MT512 ® EA. TRUSS U.N.O. (SEE "5-2" SHEETS FOR TRUSS PLANS) GOMP. 5HIN6LES OVER 15# FELT (FELT: ASTM D 228 TYPE 1) ON 1/16" 058 OR GDX 5HEATHIN6 ALUM. DRIP ALUM. FASCIA 2X4 OR 2X6 5UB FASCIA SEE ELEVATIor VENT. ALUM. SOFFIT ROOF 5HINGLE5: (1) MEETS ANSI/ UL 1"10, CLA55 A, A5TM 05462, UL aal/ A5TM D3161 (2) SECURED w/ (4) NAILS EA. (3) MEETS UL R2455 PROGRAM REFER TO ELEVATIONS FOR FIN15H 1/16" 056 5HEATHIN6 - 2"x4" BA5E PLATE FASTENED W/ 2-12d NAILS @ 12" O.G. L5TAI8 ® EVERY OTHER STUD 2"x4" GONT. RIBBON BOARD FASTENED W/ 3-12d NAILS FASTENERS AT EACH FLOOR J015T PRE-ENGINEERED FLOOR TRU55 ® 24" O.G.- (1) METAI6 EVERY FLOOR JOIST- (U.N.O.) SEE ELEVATION FOR FINISH PREGA5T SILL 1 #5 BAR VERTICAL 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 � 25" LAP MIN. FIN15H GRADE T ,ill, I N� 26 6A. GALV. FLASHING: (1) 6-q0 6ALV. GOATIN6 (2) MEETS ASTM A521 SEE ELEV. (5) REGULAR POLYESTER (4) 1.0/ 0.5 MILL. w/ PRIMER PITCH (5) MIN. THICKNESS 0.0181 IN. (6) CHROMATE TREATMENT 0. BEARING HT. 5EE ELEVATION R-30 INSULATION 17' GYP GEILIN6 BOARD DBL. 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 SIZE 4 LOCATION) MARBLE SILL R-11 INSULATION 112" 6YP BOARD 2x4 STUDS ® 16" O.G. BASE TRIM AS SPEC. 3/4" PLYWOOD T�6 SUB -FLOOR DEGKING GLUED AND NAILED al a 1/2" 6YP 'GEILIN6 BOARD a�. LINTEL BLOCK W/ 1 #5 ROD HEADER HT. ogL SEE ELEVATION PRECAST HEADER W/ 1 #5 ROD WINDOW (SEE FLOOR PLAN FOR 51ZE 4 LOCATION) MARBLE SILL R-4.2 FOIL 1/2" GYP BOARD OVER 3/4" PT FIJ12RINr-7 8" G.M.U. la BASE TRIM AS SPEC. 3 1/2" CONCRETE SLAB (MIN. 2500 P.5.1) W/ II 6x6 10/10 WIRE MESH (OR N FIBER MESH) OVER 6-MIL VAPOR BARRIER 111 III' 0'-0" FIN. FL. e ° ° All ; . a.. e :� �: � —III—I_I1=111=1I1=1I � (SEE DETAIL E FOR A/G CHASE SPECS) GLEAN COMPACTED 20"x2O" FOOTER W/ TERMITE TREATED FILL 3 #5 BAR GONT. T'�'F I CAL TWO 5TOfR�' Ffi;PA1V1E OVER 0II Ct-IU WALL SECTION 5GALE: 3/4" = 1'-0" c (407) 774-9003 FAX: (407) 774-8477 P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32711 THOMAS J. ANDERSON PE# 47819 REV. I DATE E �:) E z E A 0 z a���F�0 Aww�aza E-�CUxE.E-.'AF E: WWE� =Y RwE-Fwa'= L3 !40uoZ,!zFAa �nxAx�o� n a wa�zz�c� aNa w E~Z ww9w'" ,EEwQ" rnaawa°�ozd xwaa0�x�E E O U O d O Q � � � O C_� O ",d O � � O tLfJ � � a W Z a Z 0 E-+ w E-4 o drawn by: _ checked by: GP date: 1/1/03 Sheet 24"06" FULL 5GALE 56aie: II"xll" HALF 5GALE FOUNDATION AND WALL DETAILS THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 MRK 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 EDITION, - CDt PR 0 2€�3 ro EXIST. FLOOR 5Y5TEM AND FLOOR 5TRAPPIN6 1 DRILL 6" INTO EX15T. LINTEL,�l� EPDXY $ DRIVE #5 4 BEND VERT., 25" LAP REG-D. SPLIT FACE OF BLOCK PROP. FILLED CELL LOG- ATION. (TYP) DRILL 6" INTO EX15T. FTC., EPDXY d DRIVE #5 4 BEND VERT., 25" LAP REQ'D. NOTE5: 1. IN5ERT DOWEIL5 VERTICAL AND 5TRAIT MEN NO WALL PRESENT 2. 3/4" HOLE, BILOW OR 13RU5H GLEAN 3. 2 PART EPDXY OR ENGINEER APPROVED EQUAL (eg. 5IMP50N 5ET-KIT, SET PAG) 1 IONO 5LA5 1 I i 55 D DOWEL DETAIL (2) MT512 ® TOP PL/ U.N.O. (SEE "5-2" SHEET TRU55 PLANS) #2 5.Y.P. P05T(5) UNDER HIP 61RDER5 (U.N.0) BLOCK UNDER #2 5.Y.P. TO LI :E "5 2" SHEETS FOR GONNEG (USE (2) MT512 TO ANGHC TO FLOOR TRU55 61RDER U. (3) 1/2" DIA. ANCHOR BOLT EMBED 4" (MIN.) Yy/ 2"x2"xl/8" WA5HER5 SPACED EQUALLY. TOP $ BOTTOM BOLTS WITHIN 12" OF TOP 8 BOTTOM OF WALL GONGRETE FILLED CELL W/ #5 BAR FOR REINFORGINC SEE PLAN 8 WALL SECTIONS. 8" CONCRETE BLOGK (3) 1/2" DIA. ANCHOR BOLT EMBED 4" (MIN) W/ 2"x2"xl/5" WASHERS SPACED EQUALLY. TOP $ BOTTOM BOLTS WITHIN 12" OF TOP $ BOTTOM OF WALL. 2x4 WALL AS SPEC. IN PLAN 2x4 P.T. BOTTOM PLATE h/ 1/2" DIA. x 8" ANCHOR BOLT OR EXPANSION ANCHOR N/ 2"x2"xl/8" WASHERS LOCATED WITHIN 6" OF EACH CORNER 52" O.G. MAX. ELSE WHERE LO,4Os5EAiRING PFRA E WALL CONNECTION TO WALL DETAIL N.T.5. 2nd FLOOR EXTEF�IOF FRAME WALL AND OFEN IN6.; N.T.5. (2) 5P4 ® TOP OF HEADER (1) PER HEADER JACK A5 REQ'D (1) 5P4 0 TOP $ BOTTOM OF EVERY OTHER FULL LENGTH WALL STUD DOUBLE TOP PLATE 7/16" 055 EXTERIOR 5HEATHIN6 (REFER TO SHEAR PANEL WALL DETAIL FOR NAIL 5PAGIN65) 2x4 #2 5.P.F. STUDS @ 16" O.G. L5TA15 ® TOP $ BOTTOM OF HEADER JACK (1) PER HEADER JACK AS REQ'D 2x4 BOTTOM PLATE ON 3/4" T. $ 6. DECKING 5P4 ® TOP s BOTTOM OF CORNER P05T EACH 51DE LET -IN 2"x4" CONT. RIBBON BOARD FASTENED W/ 3-12d NAIL5 FASTENERS AT EACH FLOOR J015T PRE-ENGINEERED FLOOR TRU55 r1/ METAI6 ® EACH FLOOR TRU55 $ 8-8d NAILS OVER PLYWOOD TO TRU55 2x4 PT NAILER TOE NAILED TO FLOOR TRU55. (5EE PANEL ATTACHMENT DETAIL FOR NAILING) LINTEL BLOCK W/ 1 #5 ROD 2x. LINTEL BL, EXIST. FLOOR 5Y5TE (1) L5TA24 OR EQUIV. IN/ (4) TAPGON5 3/I6" X 2-1/2" @ 2" O/G MI LINTEL MISSED LINTEL 5Ti;R.AF DETAIL OfR FLOOR TRUSS TO LINTEL N.T.5. 7/16" 055 5HEATHIN6 L5TAI& ® TOP 8 BOTTOM OF HEADER JACK (1) PER HEADER JACK A5 REQ'D LET -IN 2"x4" GONT. RIBBON BOARD FASTENED W/ 3-12d NAIL5 FASTENERS AT EACH FLOOR JOIST PRE-EN6INEERED FLOOR TRU55 w/ METAI6 ® EACH FLOOR TRUSS $ 8-Sd NAILS OVER PLYWOOD TO TRU55 2x4 PT NAILER TOE NAILED TO FLOOR TRU55. (SEE PANEL ATTACHMENT DETAIL FOR NAILIN(5) SECTION JAMS OF OFEN INC; 2rd FLOOfP, N.T.5. o w DD 2 z ® w z �J Q O O wLu �u_ z z -z O iv O J � � �o -� z Lu w Lu Q d u_ ° ° ° 0 ° ° ° ° ° ° ° 6" 2x4 BLOGKIN6 ® HORIZONTAL JOINT w/ Sd NAILS ® 6" O.G. EAGH SIDE OF JOINT 0 ° C ° ° _ C O --/_ - O NAIL 5PAGIN6 ® 12" O.G. ° 0 ° 0 0 O ° < 51 NHE NAIL ED6E 5PAG I N6 2x4 STUD 1/16" O.S.B. SHEATHING JOINT NAILING PER 5GHEDULE 2x4 BLOGKIN6 PLACED FLATWISE (2) 160 NAILS EA. END (NOT REQ'D AT HEADERS) HORIZONTAL JOINT DETAIL FANEL ATTACHMENT DETAIL N.T.S. EXIST. FLOOR SYSTEM AND = ��__ FLOOR STRAPPING /'TT DRILL 6" INTO EX15T. LINTEL, / EPDXY 4 DRIVE #5 d BEND /�.. VERT., 25" LAP REQ'D. 5PLIT FACE OF BLOCK PROP. FILLED CELL LOG- ATION. (TYP) ALTERNATE LOCATION OF FOOTING DETAIL W/ FILLED CHAIR BLOCK-----\ DRILL 6" INTO EXIST. FT6., EPDXY 8 DRIVE #5 4 BEND \ VERT., 25" LAP REQ'D. NOTE5: I. INSERT DOWELS VERTICAL AND STRAIT WHEN NO WALL PRESENT 2. 3/4" HOLE, BLOW OR BRUSH GLEAN 3. 51MP50N ET EPDXY OR ENGINEER APPROVED EQUAL (eq. 51MP50N 5ET-KIT, 5ET PAG) 5T M WALL M15,5ED DOWEL DETAIL N.T.S. REV. I DATE F �E4 �0=w= xz w zorrnW `"Nz°w°� odwaWo 0 wa wr w w o �c�cq oEa E- =E-,E-a� H �wwE�ww� Cx7 �oc'az�H m�wawoz�oFu�waa�zzp� 0 0.'Np6 w ECU �� wWwwwowz wa H0u�xm� t„ o d di co A � � o � U� E'' �%4 Ct$w o wy a a-.4 C)o Lo e m aw � Z O z >. W H cr A H �T. H A 0 drawn by: _ checked by: Gp date: 311102 Sheet 24" 06" FULL 5GALE Scale: II"XIT HALE 5GALE FOUNDATION $ FRAMING DETAIL5 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. CD2 VKKICANE ENGINEERING (407) 774-9003 FAX: (407) 774-8477 P.O. 80X 161613 ALTAMONTE SPRINGS, FL 32716 THOMAS J. ANDERSON PE# 47819 f 11, REV. DATE ROOF 5HIN6LE5: (1) MEETS AN51/ UL 790, GLASS A, A5TM 03462, UL qq7/ A5TM 03161 (� c PRE-GA5T GONG. LINTEL COMP. SHIN&LE5 OVER 15# FELT (2) SECURED w/ (4) NAILS EA. =1 — — — w/ 1 #5 REBAR (SEE LINTEL 5GHED.) (FELT: A5TM D 228 TYPE 1) (3) MEETS UL R2453 PROGRAM ON 7/16" OSB OR GDX 5HEATHIN6 26 6A. 6ALV. FLA5HIN6: (1) 649 6ALV. GOATIN6 PRE-ENGINEERED TRU55 ® 24" O.G. ( MEETS A5TM (35) ) REGULAR POLYE5YES"fER >4 E., A o H W/ (1) META22 ® EA. TRU55 U.N.O. (4) 1.0/ 0.5 MILL. w/ PRIMER (SEE "5-2" SHEETS FOR TRUSS PLANS) SEE ELEV. (I MT512 EA. ®TOP PLATE r~ � x z U.N.O. (SEE "5-2" SHEETS FOR w z o w awi � Z (5) MIN. THICKNESS 0.0187 IN. IX OR 2X P.T. BUCKS TYP. (2) MT512 ®TOP PLATE TRUSS PLANS) o >" A w p o PITCH (6) CHROMATE TREATMENT II I) NAILED TO HIP GIRDERS �����E"H� o WINDOW OPENING AND HEADER U.N.O. PR 55E5ERED w z w o w a w ALUM. DRIP II II (2) 5P4 @ TOP OF HEADER E- 71 BEAF.IN6 HT. PRE-GA5T GONG. LINTEL E74 � U x E.. E-, A � E- ALUM. 1 #5 REBAR (SEE LINTEL 5GHED.) w w A w w�� x SEE ELEVATION (U PER HEADER JACK AS REQ D R-30 INSULATION — — — _ — _ — — — — _ x = x u o `� cn a FASCIA 1/2" GYP GEILIN6 BOARD w a� z z E o SEE a�. —LINTEL BLOCK W/ I #15 ROD I w W a w E- W A z 2X4 OR 2X6 SUB ELEVATION HEADER HT. r ( I I FASCIA SEE ELEVATION IX OR 2X P.T. BUCKS TYP. DOUBLE TOP PLATE Gz,WO� CSE CIO HEADER (U.N.O.) VENT. ALUM. PRECAST HEADER Iw' I #5 ROD II I It DBL. 2x12 #2 5.Y.P. W/ 1/2" FLITGH SOFFIT (REFER TO HEADER SCHEDULE) DOOR OPENING WINDOW (SEE FLOOR PLAN FOR SIZE $ LOCATION) II II GONG. BLOCK WALL FILLED w/ SEE ELEVATION 1 #5 REBAR GONT. FROM FND. (2) #2 S.Y.P. W FOR FIN15H (I I+ II II HEADER JACKS > r j TO BOND BEAM EACH 51DE �, cq M 2x4 #2 5.P.F. 5TUD5 Q p a MARBLE 51LL ®I6 O.G. Ew-4 d' R-4.2 FOIL FULL LENGTH W 0 U)� O PRECAST SILL 't WALL STUDS I/2 GYP BOARD OVER L5TA18 C� TOP BOTTOM 0 � �' y 1 #5 BAR VERTIGAL IN OF HEADER JACK N GONG. FILLED CELL FROM a 3/4" P.T. FURRING I I I I I I` I I * I I gj SLAB TO TIE BEAM TYP. 8" G.M.U. `� (I �l D ®W AND D D ®ON C i'f ® I I V ® O I �11� le (I) PER HEADER JACK AS REQ'D �j EACH DOWN CELL. (SEE FLOOR PLAN FOR �IQ BASE TRIM AS SPEC. N.T.5. NO CONNECTORS REQ'D 2x4 BOTTOM PLATE `x W FILLED CELL LOG.) . ON 3/4" T. 8 G. DECKING CcrJ till 3 1/2" CONCRETE SLAB (MIN. 2500 P.5.1.) W/ NOTE: (THESE REOUIREMENT5 APPLY WHEN WINDOW{ DOOR MANUFAGTURERS FASTENING METHOD 15 NOT 5PEGIFIED) p �o #5 DOWEL W/ 12" HOOK ili' bxb 10/10 WIRE MESH (OR W/ FIBER MESH) � � s 25" LAP MIN. OVER 6-MIL VAPOR BARRIER d' ill cq .111 a 0'-0" FIN. FL. FIN15H 6RADE � <� — =m LET -IN 2"x4" GONT. RIBBON BOARD IO 1 ° s--- ��° ° I� I PT IX BUCKS FOR U)INDOUJ5 AND DOORS PT 2X BUCKS FOR WfNDOW6 AND DOORS FASTENED W/ 3-12d NAILS -1Ti I-11 I- - FASTENERS AT EACH FLOOR J015T Q+ 11. I-11 C= _ (ALTERNATE N —III .� Ii �a III=r) 1.) NAIL W/ .IOq DIA OR HEAVIER POWER NAILS 8" OIG AND 3" MAX. FROM ENDS TYP. WITH (SEE DETAIL "E - GDI" I I L=1 I ICI I �,„I 11111 3/4" MIN. EMBEDMENT INTO BLOCK. I.) INSTALL 3/I6" DIAMETER SELF TAPPING GONG. ANCHORS EIGHT (8) INCHES MAX. FROM ENDS PRE-ENGINEERED FLOOR TRU55 w/ META16 ® EACH FLOOR TRU55 $ p ? FOR A/C CHASE SPEG5.) 1'-4" AND 24" ON CENTER MAX. WITH I" MIN. EMBED. 8-Sd NAILS OVER PLYWOOD TO TRUSS H• a GLEAN COMPACTED 2.) FOR FASTENING WINDOWS AND DOORS TO 5UBSTRATE INTO BLOCK. 2x4 PT NAILER TOE NAILED I6"x20" FOOTER W/ TERMITE TREATED F!LL (SEE MANUFACTURERS 5PEGIFIGATION5) L TO FLOOR TRU T (SEE PANEL F' 2 #5 BAR GONT.cr 2.) FOR FASTENING WINDOWS AND DOORS TO SUBSTRATE 2x4 BLOGKIN6 ® LSTAIB ATTACHMENT DETAIL FOR NAILING) (SEE MANUFACTURERS SPECIFICATIONS) $ 8-Sd NAILS OVER T�'f=ICAL 0" C1—CU UJAL_L. SECTION I-PLYHOODTO BLOG ING GD3 - (USE (2) MT512 TO ANCHOR LINTEL BLOCK W/ i #5 ROD 5GALE: 3/4 - I- O TO FLOOR TRUSS GIRDER U. ) USE bd 2n01 FLm®®FXTI® F�A1�1' WALL FOR RADIAL FRAMING 2X P.T. BUCKS TYP. H/ 116�� NAILS SHEATHINGX PRE -CAST GONG. LINTEL AND OPEN INS UND fR H I F G I fRD F5 USE 2X4'5 @ 8" O.G. MAX. 5PAGIN6 2X BLOGKIN6 W/ Sd NAILS ® 16" O.G. USE (2) 2X's IN ABSENCE OF LOAD W/ 8d NAILS ON BOTH ENDS GONNEGTIN6 N.T.5. BEARING WOOD OR GONGRETE HEADER 7/I6 0.5.8. SHEATHING = �_ X GONG. BLOCK WALL FILLED w/ ;3 < 1 #5 REBAR GONT. FROM FND. TO BOND BEAM (TYP.) — P.T. 2X'5 FOR MASONRY Ibd NAILS @ 2 O.G. EA. END TYP. II 2x10 OR 10" TJI '/r, GONNECTIN6 2X HEADER TO 2X BUGKS FLOOR JOIST ®12" O.G. FOR PERIMETER NAILING II (I 3/4" COX T46 DEGKIN6 INTO 5U8-5TRA16HT TRANSITION FROM IX TO 2X P.T. BUCK FOR MASONRY OPENING5 6'-O" MAX. PRE-ENGINEERED THROUGH SHEATHING WINDOW OPENING FLOOR USE 8d NAILS ® 12" O.G. WINDOW OPENING A ALTERNATE UJINDOUJ H AD R @ 24" O.G. T i (� � � � TRANSITION FROM IX TO 2X P.T. BUCK FOR MASONRY OPENINGS USE (I) MT5M20 W/ 10-d NAILS @ I�. I,5 IDE � /�,5Ot� I�� OFE1� I I1. IG JOIST AND (4) 3/16" X 2-1/2" I �l 1� �4 I V OFEN V I �t TAPGON5 2 O.G. MIN. @ MA50NRY MASONRY WALL RADIAL_ FfRAl IING FOR WINDOWS N.T.S. drawn by: _ N.T.S. checked by: GP 1�1 I55 D 5Ti;RAi= DETAIL_ FOF�, date: 1/1/03 NOTE: (FOR MA50NRY OPENINGS U5E 2X BUGK5) BAL=CON`T� FLeOOF JOI&T TIE PIVKKIGINE Sheet 24"06" FULL SCALE ENGINEERING S(-ale: 11"AT HALE 5GALE 1.) INSTALL 3/16" DIAMETER SELF TAPPING GONG. TO ON U JA L¢ L= (407) 774-9003 FAX: (407) 774-8477 FOUNDATION � P.O. 80X 161613 ALTAMONTE SPRINGS, FL 32716 FRAMING DETAILS ANCHORS EIGHT (5) INCHES MAX. FROM EN05 N T 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, PR �? 0 `�y 0 Z--f'3 1/16" O.S.B. OR G.D.X. ROOF SHEATHING l/16" 0.5.13. OR G.D.X. ROOF 5HEATHING REV. DATE SEE ROOF NAILING SCHEDULE SEE ROOF NAILING SGHEDULE PRE-ENGINEERED 2x4 BLOGKIN6 @ 48" O.G. MAX GABLE TRUSS 2x4 BLOGKIN& @ 48" O.G. MAX 15# FELT I FIRST 3 TRU55 BAYS FIRST 3 TRU55 BAYS 2x4 DIA60NAL BRAGIN6 @ 48" O.G. 2x4 DIAGONAL BRAGIN6 @ 48" O.G. 1/2" DIA. "J" ANCHOR BOLT 2x4 @ 48" O.G. W/ A34'5 ib" MAX. TO 3rd. TRUSS (START DIAL. 2x4 @ 4S" O.G. W/ A34's 16" MAX. TO 3rd. TRU55 (START DIAL. @ 32" O.G. EMBED 4" MIN. BRAGIN6 b' FROM END OF TRU55) GONNEGTED TO TRU55 MAX. 2x6 CONT. OR BRAGIN6 6' FROM END OF TRUSS) @ 2"x2"x1/8" MAX.X. EMBED 5 GONNEGTED TO TRUSS MAX. 2x6 CONT. OR l/I6" O.S.B. 2x4 GONT. USE 4-12d NAILS AT CONNECTIONS E" SHEATHING DRIP EDGE —► 2x4 GONT. USE 4-12d NAILS AT CONNECTIONS H O A o z DRIP EDGE a w x x 2x6 P.T. PLATE U.N.O. — --- ------ I i Wz0WwE"rwi� ALUM. FACIA — — ----- a � � � �. � TRUSSES ALUM. FACIA Ibd NAILS @ 12" O.G. VENTED SOFFIT " I -'� �'< @ 24" O.G. i ppq wq E" o VENTED SOFFIT I (TYPICAL) w �, >" x z o l/I6" 0.5.B. OR G.D.X. GABLE SHEATHING ` ` ` H 7/16" O.S.B. OR C.D.X. GABLE SHEATHING i TRUSSES „ „ Ex, z U w o0 Ex• a L~ FLASHING I 8 x8 LINTEL BLOCK A A —� — — — — — — — — — — w w w TIE BEAM GONG. FILLED W/ 8d RING SHANK NAIL5 @ 4" O.G. W/ 8d RING SHANK NAILS @ 4" O.C. { , n @ 24" O.G. H EO E" z a a E~ w/ 2 #5 DIA. RODS GONT. ON ED6E5 AND 12" O.G. IN FIELD A A w w a w w a x — { ON EDGES AND 12 O.C. IN FIELD I (TYPICAL) x 2 w E" cn P4 x METAI6 @ — I WIRED 4 I/2 APART i i o p� z 2x4 MEMBERS @ 24 O.G. NAILED I I/2" GYP GEILIN6 BOARD VAULTED TRUSSES i o 0 0 a 24" O.G. MAX. W/ 25" MIN. LAP GABLE END TRU55 REINFORGIN6 2x4 MEMBERS @ 16 O.C. NAILED I 07 x a x U o a TO TRUSS W/ 16d @ 6 O.G. I @ 24 O.G. (TYPICAL) o E., 2x4 FIRE BLOGKIN& 2x s NAILED TO VERTICAL WEB TO TRUSS W/ 16d @ 6 O.C. i — — — — — — w x w z z o 0 U5E 2x6 MEMBERS WHEN "H" > 8'-O" � Qk — — — — — — — — -� _ J _ — — — —NAIL 2_Ibd EA. 2x4 BLOCK _ _ _ _ _ _ _ _ _ _ _ w/ Ibd NAILS @ b O.G. USE 2x6 MEMBERS WHEN H > 8 -0 a Q w A E E" z v En 4 I/2 GABLE END TRUSS 3-16d NAILS @ EAGH GABLE END TRUSS � w a z REFER TO ELEVATION — _ OUTSIDE _ — " 2x4 KNEE WALL @ 24" O.G. TRUSS PER BRACE w m o O Ems.. FOR FINISH — — Ibd NAILS @ 12" O.G. " (2x4 STUD MATGH VAULT) 16d NAILS @ 12" O.C. ,� 2x6 P.T. PLATE GONT. 3-16d NAILS @EAGH H o v x o cn METAI6 ALONG GABLE TRU55 ;; 2x6 P.T. PLATE GONT, W/ 1/2" ANGHOR BOLTS X @ 2" ANCHOR BOLTS TRU55 PER BRAGE META16 ALONG GABLE TRUSS {I @ 32" O.G. W/ 4" EMBED I/2" GYP GEILIN6 BOARD @ 24" O.G. MAX. W/ 1-I0d NAILS ii @ 32" O.G. W/ 4" EMBED U.N.O. W/ 2"x2"xl/8" WA5HER5 ii W/ 2"x2"xI/8" WASHERS X @ 24 O.C. MAX. W/ 7-10d NAILS OR 1/4" x 3" GALV. LAG BOLTS @ I6" O.G. ,� �n OR 1/4" x 3" GALV. LAG BOLTS @ 16" O.C. „ LINTEL BLOCK W/ 2 #5 DIA. RODS GONT. �p LINTEL BLOCK W/ 2 #5 DIA. RODS GONT. REFER TO ELEVATIONS FOR FIN15H L REFER TO ELEVATIONS FOR FINISH EXISTING VERTICAL d' TRU55 WE65 >0-4 Co C,45LE ENIDUJALL DETAIL ,� L NUJ LL Q n 1„,�&ON yI' WALL TO5L NDUJ,�LL D T IL �01R VAULT D CEILING AT 1„1450NFR"r WALL SECTION A-� DETAIL AT t**1450N1R"� UJALL 0 SCALE: N.T.S. SCALE: 3/4" = 1'-0" N.T.S. E-, SCALE: 5/4" = 1'-0" W ;� O Q�v 1/I6" 0.513. OR G.D.X. ROOF SHEATHING l/16" 0.5.B. OR G.D.X. ROOF SHEATHING 0 y SEE ROOF NAILING SCHEDULE SEE ROOF NAILING SGHEDULE M w 2x4 BLOCKING @ 48 O.G. MAX 2x4 BLOCKING @ 48 O.G. MAX • FIRST 3 TRU55 BAYS FIRST 3 TRU55 BAYS 2x4 DIA60NAL BRAGIN6 @ 48" D.G. 2x4 DIAGONAL BRAGIN6 @ 48" O.G. Ex-+ 2x4 @ 48 O.G. W/ A34 s I6 MAX. rO 3rd. TRU55 (START DIAL. 2x4 @ 48 O.G. W/ A34 s I6 MAX. TO 3rd. TRUSS (START DIA6. GONNEGTED TO TRUSS MAX. 2x6 GONT. OR BRAGIN6 b' FROM END OF TRU55) GONNEGTED TO TRU55 MAX. 2x6 GONT. OR BRAGIN6 (b' FROM END OF TRU55) Q Q 2x4 GONT. USE 4-12d NAILS AT CONNECTIONS 2x4 GONT. USE 4-12d NAILS AT GONNEGTION5 O 1 f LINTEL DRIP EDGE ::IL1 � " DRIP EDGE 1 Lo ALUM. FACIA —� --- �— ---- ALUM. FACIA — —''� -- --- "�— ------ ►-� W • PRECAST HEADER C\2 DOOR TRACK VENTED SOFFIT \ IN, VENTED SOFFIT 7/16" O.S.B. OR C.D.X. GABLE SHEATHING i TRUSSES 7/16" O.S.B. OR C.D.X. GABLE SHEATHING i TRUSSES a W/ 8d RING SHANK NAILS @ 4" O.C. �` '�'� � @ 24" O.G. W/ 8d RING SHANK NAILS @ 4" O.C. �` @ 24" O.G. ON EDGES AND 12" O.C. IN FIELD i (TYPIGAL) ON EDGES AND 12" O.C. IN FIELD \ (TYPICAL) i IN. i 2 X 8 (PT) PLATE EAGH GABLE END TRUSS GABLE END TRUSS [Ea y, SIDE OF DOOR OPENING E" 16d NAILS @ 12" O.C. (1) HGAIO @ 48" O.G. ON TOP 16d NAILS @ 12" O..C. (I) HGAIO @ 48" O.G. ON TOP PLAATE BEHIND GABLE TRUSS3-Ibd NAILS @ EAGH PLATE BEHIND &ABLE TRU55 3-16d NAILS @ EAGHLSTAIS's ALONG GABLE TRU55 TRU55 PER BRACE L5TA18's ALONG GABLE TRU55 TRU55 PER BRACE y (4) I/2" AB-1" LG. @ 24" O.G. MAX. W/ 10-I0d NAILS DOUBLE 2x4 TOP PLATE DOUBLE 2"x4" TOP PLATE @ EA. DOOR TRAGK 1/2" GYP GEILIN6 BOARD @ 24 O.G. MAX. W/ 10-I0d NAILS 1/2" GYP GEILIN6 BOARD W/2" So. WASHER �t NUT AT FILLED GELL REFER TO ELEVATIONS FOR FIN15H JOINT IN PLYWOOD TO BE AT LEAST 1'-0" BELOW OR ABOVE REFER TO ELEVATIONS FOR FIN15H DBL. 2x12 BEAM w/ ENDWALL PLATE. USE 2"x4" BLOCKING FLAT WAYS AT JOINT. I/2" FLITCH PLATE l/I6" 05B SHEATHING POCKET INTO 2X4 WALL OR 2"x4" STUDS @ 16O.G. (1) PG GAP5 @ BEAM TO P05T P.T. P05T (SEE FLOOR PLAN FOR 1/2" DRYWALL 51ZE, LOGATION $ FINISH) i GA L NI)WALL G,45LE ENIDUJALL [DETAIL UJ/ F A�-ID � i�1�,�C I"'IOI�NT DETAIL DETAIL AT FfRA I WALL Di,O�� D � ,�D 1R OMEN INS � SCALE: 3/4" = I'-O" SCALE: 3/4" = I'-O" N.T.5. (1) 5P4 EVERY OTHER STUD W/ 10-10d NAILS L5TAI8 @ TOP 8 BOTTOM @WALL STUDS 8 HEADER7 Z:::� SEE "5-2" SHEETS FOR TRU55 PLANS DOUBLE TOP PLATE BOTTOM OF HEADER AND GONNECTOR SCHEDULE SEE "5-2" SHEETS FOR TRUSS PLANS AND GONNf':C TOR SGHEDULE L I C:d W DOUBLE TOP PLATE HEADER (2) 2xi2 W/ I/2" GDX FLITCH t 1/I6" 05B OR GDX PLYWOOD EXTERIOR 5HEATHING NAILED W/ IOd GALV. @ 3" O.G. EDGE5 AND 12" O.G. FIELD 2x4 5YP OR #2 5PF @ 16" O.G. W/ (1) 5P4 EVERY OTHER STUD HEADER 5TUD5 { I @ TOP AND BOTTOM TYP. (USE 5Pb'5 FOR 2x6 STUDS WALL 5TUD5 2x4 P.T. WALL STUD W/ (3) 1/2" (USE 5P(b's FOR 2x6 STUDS Lu a, 5P8's FOR 2x8 5TUD5 IN LIEU @ 16" O.G. DIA. ANCHOR BOLTS TO BLOCK I `Z 5P65 FOR 2x8 5TU05 IN LIEU } STUDS OF 5P4'5 FOR 2x4 STUDS) FULL LENGTH I I OF 5P4's FOR 2x4 5TUD5) WALL STUDS {-- - - - - - - --� 1/2" DIA, x 8" ANCHOR BOLTS Lu EMBED " MIN. W/ 2"x2"xI/8" 0 6 WASHERS, LOCATED WITHIN NO CONNECTORS REQ'D v _ _ _Q _ _ drawn b q. - 6" OF EACH END AND 24" O { ( O.G. MAX. EL5EWHERE checked by: G� (1) 5P4 @ BOTTOM OF EVERY OTHER STUD 4 HEADER STUDS L 2x #2 5PF (2" LARGER THAN RAFTERS) 1/2" DIA. x 8" ANCHOR BOLT -4 - - - w/ (5) !bd FOR 2X6, (4) Ibd FOR 2X8, date: 311102 OROR EXPANSION ANCHOR w/ <� �� (5) 16d FOR 2X10, (&)Ibd FOR 2XI2 kfVKKICjqNE EX A WASHERS LOCATED �� 5heet 24"Ob" FULL 5GALE 2x4 P.T. BOTTOM PLATE WITHIN b" OF EAGH GORNER A #2 5YP RAFTER ENGINEERING 5cal e: { "xl7" HALF 5GALE GOMP051TE LINTEL, PREGA5T LINTEL, ff 32" O.G. MAX. ELSE WHERE (407) 774-9003 FAX: (407) 774-8477 ROOF � FRAMING DETAILS OR SITE CAST CONCRETE ZANCHOR BOLTS @ 32" O.G. MIN. 34 @RIDGE BOARDD PLATE SIMP50N P.O. Box 161613 ALTAMONTE SPRINGS, FL 32716 2X RIDGE (2 LARGER THAN RAFTERS) THOMAS J. ANDERSON PE# 47819 V I I /� GOMP051TE LINTEL, PREGAST LINTEL, 2x4 P.T. BOTTOM PLATE VAL L "' F fRA1 I I I VG E)E TA I L THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED <N UJA L L _ X T iR 10 � TO 1� A SON fR"r_ OR 51TE GAST GONGRETE X T fiR I C R f= fRA t-1D WALL 4 O F N I NG THE 120 M,P,H, 3 SECOND GUST WIND LOAD REQUIREMENTS N.T.S. OF THE FLORIDA BUILDING CODE 2001 EDITION, N.T.S. N.T.S. - CD5 , NOR f 41 REV. DATE PRE-ENGINEERED ROOF TRU55 PRE-ENGINEERED FLOOR J015T SEE "5-2" SHEETS FOR TRU55 PLANS SEE "5-2" SHEETS FOR TRU55 PLANS 5P4 W/ 10-I0d NAILS — (1) MT516 OR EOUIV. • W/ (4) TAPGON5 ® EVERY OTHER WALL STUD 3/16" X 2-I/2" @ 2" O/G MIN. LINTEL � E4 a o H 1/2" EXP. ANCHOR x 6" LONG a z o W N z GABLE END TRU55 a N H u o DOUBLE TOP PLATE t- I I S S E D LINTEL S T f R A F� T A I L 4ZW C'91-�H� (I) H p EAGH FLOOR JoI T �OIR fROOF T U,55 TO L INTER EH Ae E- (1) MT512 ® EAGH ROOF TRU55 TO TOP PLATE, USE 8-8d NAILS rn .0- w a x = TO TOP PLATE, USE 14-I0d NAILS (UNLE55 NOTED OTHERWI5E) N.T.S. p Z E+ q Ig (UNLESS NOTED OTHERWISE)Ric, (2) 2x6 PT TOP PLATE I6d COMMON OR o , w a� z o d o GUN NAILS 3" O/G 12" EXTENDED BEYOND WALL 5TUD5 OPENIN6. p" d w H cc F z I6 O.G. wwawE-wAz (6 FT MAX. OPENING) �, pq �. sx w w ww pz� x4,aa0�x�E� E.+ O U O FILLED GELL5 EA. 51DE OF WINDOW OPENING PRE-ENGINEERED (SEE FLOOR PLAN) Len ROOF TRUSS d' 1/2" DIA. x 8" ANCHOR BOLT 8" G.MU. WALL W OR EXPANSION ANCHOR 14 C`'J 2 "x2 "x I/8" WA5HER5 LOCATED WITHIN 6" OF EAGH GORNER• 32" O.G. MAX. U.N.O. G A L ENE) T fRU S J � A D E fR DETAIL (V P T I FRAMING w ANG D TO G.M.U. WALL E-' IN LIEU ® ON LINTEL W/ 3 " x " TAPGON5 O O.G. MAX. 5P4 ®BOTTOM OF — 2x4 P.T. BOTTOM PLATE _ COMPOSITE LINTEL, PRECAST LINTEL, EVERY OTHER NTS TEXTURED GEMENTITIOUS 0 �+ N OR 51TE GAST GONGRETE WALL STUD FINISH I 1/2" P.T. PLYWOOD 1'-4° 1/2" P.T. PLYWOOD I -4 ►� .-i INTEIRIOIR LOAD- AfRING FfRA�E UJALL DETAIL ER 2x P.T. FRAMING O' OVER 2x P.T. FRAMING (HORIZONTAL W/ 8d NAILS ©6" O.G. MIN. 2x P.T. FRAMING E--� Ew., co EAGH SIDE OF JOINT R-' �' N.T.S. @ 12 O.G. W/ 12d NAILS F ING - 8 MIN. (12" O.G. TYP.) FIN15HED GRADE Z p Lo .-i C\2aW CANTILVF=,I) COLUMN DETAIL a N.T.S. DOUBLE 2x4 TOP PLATE W Al��a II 1/4" DIA. FLUE YV a ry 2" MIN. CLEARANCE E- PR -uF GTURED BETWEEN FLUE AND FRAME 5P4 W/ ID-IDd NAILS WALL STUD CHIMNEY GAP GALVANIZED FLASHING @ EVERY OTHER PER MANUFACTURER'S SPEC.'S WALL 5TUD5 CAI I6° O.G. (I) 5PI EVERY OTHER STUD l/I6" O.S.B. OR G.D.X. ROOF SHEATHING -7/I6" O.S.B. OR G.D.X. GABLE SHEATHING TOP OF CHIMNEY SHALL BE A MINIMUM W/ 5d RING SHANK NAILS ® 4" O.G. 2x4 BLOGKIN6 @ 48" D.G. MAX 2x4 BLOGKIN6 ® 48" O.G. MAX OF 2'-0" ABOVE A POINT WITHIN 10'-0" ON EDOE5 AND 12" O.G. IN FIELD 2x4 BOTTOM PLATE GONTINUOU5 TO END OF 6ABLE FIRST 2 TRU55 BAYS OF THE NEAREST ROOF USE 4-12d NAILS AT GONNEGTION5 USE 4-12d NAILS AT GONNEGTIONS rr� 2X4 #2 5YP ® I6" O/G 2X4 FRAMED CRICKET W/ GALVANIZED FLA5HIN6 M� 2x4 TOP PLATE TRUSSES + + (1) L5TA30 W/ 22-I0d NAILS ® 24" O.G. EVERY OTHER WALL STUD (TYPIGAL) + p-4 (4) 16d COMMONS NAILED I/2" GYP CEILING BOARD VAULTED TRUSSES ® EACH END WALL STUDS 2x6 OR 2x8 5TUD5 @ 24" O.G. ® 24" O.G. (TYPIGAL) GALV. FLA5HIN6 + + ® I6" O.G. FRAMED UP TO ROOF DECK 2x4 FIRE BLOCKING / + (2) I6 O VERTICAL 2XX4'S COMMON5 END NAILED W/ (1) SP6 OR 5P8 ON EVERY OTHER STUD NAIL 2-Ibd EA. 2x4 BLOCK TOP AND BOTTOM FOR 2x6 WALL5 USE + -7/I6" 0.5.13, OR G.D.X. 5HEATHINC6 R 2x4 5TUD5 ® 24" O.G. + IN/ 8d RING SHANK NAILS @ 4" O.G. (MATCH VAULT)71 + II ON E06ES AND 12" O.G. IN FIELD ii 2x6 OR 2x8 P.T. PLATE GONT. W/ 1/2" ANGHOR BOLTS + . -- 2X42 SYP. BLOCKING ® 52" O.G. W/ 4" EMBED U.N.O. W/ 2"x2"xl/8" WA5HER5 + REFER TO ELEVATIONS FOR FIN15H —LINTEL BLOCK IN/ 2 #E DIA. RODS GONT. IL OWN W/ IOd NAILS 1/2" DIA. x 8" ANCHOR BOLT OR EXPANSION ANCHOR w/ EXTERIOR INTERIOR2"x2"xl/8" WASHERS LOCATED '' II /� WITHIN 6" OF EAGH GORNER (� C�"t I1�'CN T,41 L. drawn 4 32 O.G. MAX. U.N.O.` - XT IRIOI2 5ALLOON FFRAl I N.T.S. ING ON Checked by: GP 5P4 ® BOTTOM OF — 2x4 P.T. BOTTOM PLATE � A e)ON WALL 5 T W E N T fRU 5,5E,5 date: 511102 GOMPO51TE LINTEL, PREGA5T LINTEL, EVERY OTHER OR SITE GAST GONGRETE WALL STUD CIRRI CANE SCALE: 3/4" = I'—O° LE ff I 1160le: �' Xf'I73 HALF LE �JGALE ENGINEERING INT 1O LOAE)-5 Pit1\ING FfRA� WALL W/ (407) 774-9003 FAX: (407) 774-8477 ROOF $ FRAMING DETAILS P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716 LOAD-5EAIRING FIRM —I <N -UJALL A50VE THOMAS J. ANDERSON PEA 47819 THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED N.T.s. THE 120 M,P,H, 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 EDITION, O TA 0 ;' 0 r:3 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 LOWER 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 807. 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 C270 TYPE M OR S LINTEL and RECESS DOOR HEADER DESIGNATION FLORIDA ROCK INDUSTRIES, INC. CENTRAL FLORIDA DIVISION P.D. BOX 547819 .5109 CARDER ROAD ORLANDO, FLORIDA 32854-7819 OFFICE, (407) 298-1900 DISPATCH, (407) 299-7494 PRECAST/PRESTRESSED LINTELS GRAVITY LOADS (145 T. & B.) GRAVITY LOADS (245 T. & B.) MARK NO. OVERALL 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'-10" 1'-6" 12276 30339 30339 30339 30339 30339 30339 12276 30339 30339 30339 30339 30339 30339 L-2 S-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" 3'-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 a w L-7 6'-6" 5'-2" 1624 2416 4016 6609 8331 8820 8820 1624 2416 4016 6609 8820 8820 8820 (L 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'-O" 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" 16-0" 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 0 y w L-16 L-17 14'-8" 15'-4" 13'-4" 14'-0' 470 440 800 700 1400 1300 2000 1900 2400 2300 2880 2720 3340 3160 520 480 1060 1000 1500 1460 1960 1900 2400 2300 2900 2700 3300 3420 L-18 17'-4" 16'-0" 320 600 1000 1500 1800 2300 2640 320 800 1240 1500 1800 2300 2640 cr i- L-19 19'-4" 18'-0" 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'-0" 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 1 640 1 960 _t_ 1240 1 1560 1 1800 8 - 20 S L - X Field Rebar qty. and size at top & bottom Nominal Width ( 0 = 1 #5 Tops, 0 bars Bot. ) (5 = 1 #5 Tops and Bot.) Nominal Depth ( 25 = 2 #5 Top and Bot. ) S=Solid grout filled, U=Unfilled L=Lintel, R= Recess Door Header 17177-71 U gnta 8-81LIL 8-8SL 8-12SL 8-16SL 8-20SL 8-24SL 8-28SL 8-32SL 8-6UR 8-6SR 8-10SR 8-14SR 8-18SR 8-22SR 8-26SR 8-30SR "A" Steel "8" Steel n � ��c�1L71il� 7 5/8" 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 STM Sim 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'-8" 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 Q M-3 4'-4" 3'-0" 2'-8" 1632 4988 11089 15204 15204 15204 15204 w a M-4 4'-8" 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'-0" 625 1551 2598 3852 6363 7200 6859 M-9 91-8" 8"-4" 8'_0" 346 859 1790 2497 3648 4592 3863 PRESTRESSED PRECAST REINFORCING SCHEDULE 8 INCH U-LINTEL Overall Length "A" Steel "B" Steel 13'-4" to 19'-4" 2 - #3 2 - 7/160 STRAND 21'-4" to 24'-0" 2 - #3 2 - 7/160 STRAND and 2-#4 "A" steel co 4" 'B" Steel RECESS HEADER REINFORCING SCHEDULE 8 INCH U-LiNTEL Overall Length "A" Steel "B" Steel 3'-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 GARAGE DOORS PRECAST LINTEL (8VX81' FILLED) PRECAST LINTEL (S"Xl&' COMPOSITE) Total Allowable 5uperimposed Load - rounds per Linear Foot Mark No. Clear Span Lintel Size Filled (1) #5 8"x8" Filled (2) #5 8"x8" Filled (1) #5 T 4 B Filled (1) #5 T (2) #5 B Filled (2) #5 T 4 B A G D E L-I 1'-6" 2'-10" 7545 8122 12374 125G1 12567 L-2 2'-2" 3'-6" 5413 5604 8488 8680 8871 L-3 2'-8" 4'-0" 4355 4535 6868 7023 7178 L-4 3'-2" 4'-6" 3686 3517 5772 5g02 6035 L-5 4'-0" 5'-4" 2g06 3010 4546 464g 4753 L-6 4'-6" 5'-10" 2577 266g 4028 4120 4212 L-7 5'-2" 6'-6" 2167 2245 3382 3460 3538 L-8 6'-2" 7'-6" 1865 Ig32 2g08 2Q75 5042 L-c! 7'-O" 8'-4" 1636 16CI6 2548 2607 2666 L-10 8'-O" g'-4" 1425 1476 22i5 2267 231g L-11 g'-2" 10'-6" 1236 1281 IgIB IC136 200cl L-12 10'-O" 11'-4" 1125 1170 174g 17g0 1552 L-13 11'-2" 12'-6" 1004 1042 1554 15g1 1628 L-14 12'-0" 13'-4" g31 g33 1438 1473 1507 L-15 12'-8" 14'-011 763 784 1356 138g 1421 L-16 131-40 i4'-$` '160 165 13" IM8 1512 L-11 14'-0' IV-40 681 661 1326 1316 1437 L-18 161-00 11'-4' 521 523 1i53 11g1 1250 L-14 181-00 W-4' 406 406 iOlq 1051 1104 L-20 1&-&* 20'- 0 316 6n 480 10111 1063 L-21 20'-0* 21'-W 302 303 880 413 454 L-22 22'--8" 2W-O* 23'T 23ci '140 "5 801 NOTE: Bold numbers represent precast llnte-is prestressed using (2) 7/16" Diameter Prestressing Strands. DOORS PRECAST LINTEL (8"Xro" FILLED) PRECAST LINTEL 08"X14" COMPOSITE) Total Allowable 5uperimposed Load - Pounds per Linear Foot Mark No. Clear Span Lintel 51ze Filled (1) #5 8"x6" Filled (2) #5 8"x6" Filled (1) #5 T 4 B Filled (1) #5 T (2) #5 B Filled (2) #5 T 8 B B G D E M-2 2'-8" 4'-0" 1823 N.R. 6850 N.R. N.R. M-4 3'-811 4'-8" 1203 N.R. 3825 N.R. N.R. M-5 4'-8" 5'-8" 554 N.R. 4120 N.R. N.R. M-8 6'-8" 7'-8" 5-10 N.R. 2315 N.R N.R M-g 8'-4" g'-8" 500 N.R. 1745 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 t a "A" BAR FIGURE N0. 1 :ON . FILL PLACED IN FIELD) STD 160" HOOK a EACH END OF STIRRUP W/2 1/2" LE6 EXTENSION PAST BEND. (TYPJ TOP LEG BAR: 3/5' BAR. EACH LEG 'TM2" STIRRUPS a 4'-0' C-G (TIED OR WELDED) BOTTOM STEEL - SEE 50HEDULE "A' BAR NOTE: 1. MMIMUM COVERAGE OF STEEL - 15' 2. CONCRETE STRENGTH AT RELEASE - %R 0 P51 TYPICAL LINTEL SECTION PRECAST CONCRETE scU las FIGURE N707.3 r-- N 05 BAR CONTINUOUS COMP061TE LINTEL SECTION %i f.- Iff5. XCRETE BLOCK "KNOCK -OUT' X4ZSE (F' M - 1250 P51) :LL5 AND V LINTEL FILLED W/CONGRETE .AGED IN FIELD (2500 P51J 'LINTELS AS SHOWN IN 6URE5 NO. I OR NO. 2 05 BAR CONTIMIOLr FIGURE NO. 2 25W 1051 GONG. FILL (CONCRETE PLACED IN FIELD) W �, STD 160" HOOK a EACH END OF STIRRUP W/2 v2' LE& EXTENSION PAST MO. (rMJ *' 3/6" BAR. EACH LEG 1 f l f 7/32' STIRRUPS (P051TIONERS) AT 4'-0" C-r, AND AT 6" WITHIN 2 FEET OF ENDS (TIED OR WELDED) BOTTOM STEEL - SEE SCHEDULE 1�__ "A"BAR B 7/16" PRESTRESSED STRAND "A" BAR MIN. 1626' ,yl,l, I. MINIMUM COVERAGE OF STEEL - 15' 2. CONCRETE STRENGTH AT RELEASE - 3,500 PSI 3. STRAND FOR PRESTRESSING TENDONS- ASTM A416 4. MINIMUM PRESTRESS FORGE PRIOR TO L05WS - 43.5K TOTAL TYPICAL LINTEL SECTION PRECAST W1 PRESTRESS REINFORCEMENT %U. XT5. 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. VLW CIRRICA'NE ENGINEERING (401)'C14-*dM FAX: (401)114-8411 PA. BOX 161613 ALTAMONTE SPRRJGB, FL 32116 TWOMAS J. At DERSON PEO 41SIS REV.1 DATE aE-E A E- zOmwWw wZ N actiEtwE�' o c z� a to a E- CQ E- z A ► + H Igwwodpa a oQ �oHca a vJxA��o�v�J a w �14 PqZ z wMN0, 0Z! pcqU �'" P4 Mo 0 to .-'1 d� d+ • O zP o W c) �+ W = 'q 0 f� E- Z C O Z 0 x a 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 D ( FLS OF THE FLORIDA BUILDING CODE 2001 EDITION. C n \emsk%ii T SANFORD BUILDING DEPT. THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL BE CONSTRUED TC, BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, kANCF.L, ALTER, OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODE NOR SHALL ISSUANCE OF A PERMIT PREVENT ',:!E BUILDING DEPT FROM THEREAFTER REQUIRING A CORREC- -,, TION OF ERRORS ON THE PLANS, CONSTRUCTION OR OTHER VIOLATIONS OF THE CODES. OFFICE COSY