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HomeMy WebLinkAbout107 Calabria Springs Cove 03-1007 New SFHPERMIT ADDRESS CONTRACT ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR all MECHANICAL CONTRACTOR l PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE ty C SUBDIVISION PERMIT # (l C)C,--� DATE PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE TRADITION QUALITY VALUE � • � U IVI Imo' � • JLD) AL _j A ZIA 2t5 NORTH WESTMONTE DRIVE ALTAMONTE SPRINGS, FL 327t4 (407) 33,9-4114 DESIGN NOTES: BASIC HIND SPEED = 100 M.P.H. (FASTEST MILE) 120 M.P.H. (3 SECOND GUST) HIND IMPORTANCE FACTOR = 1.0 HIND EXF05URE CATEGORY = B ENCLOSED STRUCTURE: APPLICABLE INTERNAL PRE55URE COEFFICIENT = O.IB (INCLUDED IN DESIGN HIND LOAD) DESIGN HIND LOADS - HALLS = +22 , -IS PSF - ROOFS = +20 , -20 P5F (-30 PSF AT OVERHANGS) STRUCTURAL LIVE LOADS - ROOF = +23/ -25 PSF - OVERHAN05 = +23/ -55 P5F CONSTRUCTION TYPE: VI (RESIDENTIAL - UNPROTECTED) NUMBER OF STORIES: I BUILDING HEIGHT: 13'-2" (MEAN ROOF HEIGHT) STRUCTURAL NOTES: 1) CODES: 1.1 Florida Building Code 2001 Edition (FBC 160(b) 1.2 Building Code Recjuirements for Reinforced Concrete (AGI 318-cI5) 1.5 American Society of Civil Engineers Minimum Design Loads for Buildings and Other Structures (ASCE "7-ci8). 2) CONCRETE: 2.1 Concrete Compressive Strength at 28 days: 2.1.1 Precast with standard reinforcement - 5,500 P51 2.1.2 Precast with prestress reinforcement - 5,000 PSI 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 ASTM A615 (Grade 60) 2.2.2 Steel in lintel and knockout block (placed in field) A5TM A615 (Grade 40) 2.5 Prestress Strands ASTM A416 -1-Wire 2.4 Detail Reinforcement in Acordance with AGI 515 2.5 Concreting Operations Shall Comply with AGI Standards 3) MASONRY: 5.1 Design and Construction Shall Conform to the Specification of the National Concrete Masonry Association and AGI 530 5.2 Minimum Masonry Unit Strength: fm 1,250 PSI 3.3 Mortar Shall 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) 1. ALL FLANS ARE CxENERAT5D IUITN THE AID OP COMPUTER AIDED DRAFTING SYSTEM. 2. DIMENSIONS AND NOTATIONS ON PLANS HAVE PREFERENCE OVER CxRAPHIG DEPICTIONS AN[) SHOULD BE UTILIZED TO SETTLE ANY DISCREPANCIES -ANY DISGREF'ANGIES FOUND SHOULD BE FORWARDED TO THE PLANNINCx AND DESICaN DEPARTMENT OF BEAZER HOMES, INC. 3. PLANS ARE GENERATED FROM A COMMON CxF2APNIC DATA- BASE UJItH MOI�)IFIGAtIONS AS REQUIRED TO .4DAPt PLANS TO LOCAL BUILDING CONDITIONS AND SPECS FOR EACH LOCALITY. GENEFRAL CONSTfRUCTION 5f=ECI.FIC TIONS 1. THIS STRUCTURE NAS BEEN DESIGNED TO MEET 4. TYPICA'L WALL, .SECTIONS, FOUNDATION! DETAILS, OR EXCEED THE 120M.f'.N. (3 SEC. GUST) WINE)LOAD FRAMING DETAILS, ROOF DETAILS, AND i2EQUIREMENTS OF THE FLORIDA BUILDINC� CODE ENCxINEERINCs �f'ECIFIGAtIONS ARE FOUND 2001 EDITION. � ON "S" ANID."G1D" SNEETS, 2. PRESUMPTIVE SOIL PRESSURE IS 2000 LBS/SF. 5. TEMPEREQ CLASS INSTALLED WHERE REQUIRED BY CODE. 3. ALL HOUSE SLABS TO BE 2500 PSI CONCRETE MINIMUM. 'O.ALL CONSTRUCTION SPECIFICATIONS NOT COVERED IN THIS SHEET, AND ALL GARAGE SLABS TO BE 2500 PSI CONCRETE •.OT2 IN PLAN SETS AND GENERAL SPECIFICATIONS, ARE TO MEET MINIMUM UNLESS NOTED OTHERWISE. ,.'ALL AiaPLICABLE SLATE AND LOCAL BUILDING CODES. TAE3LE OF CONTENTS SHEET DESCRIPTION 05-1.0 COVER SHEET 5-I.O FOUNDATION PLAN A-1.0 FLOOR PLAN A-2.0 EXTERIOR ELEVATIONS 5-2.0 ROOF TRU55 PLANS A-3.0 INTERIOR $ CABINET ELEVATIONS E-1.0 ELECTRICAL PLAN (CD-5HEET5) CONSTRUCTION DETAILS AND SPECIFICATIONS PLAN REVISIONS SCHEDULE REV SHEETS AFFECTE� D , . DE5GiZIPTION OF CHANCES DATE , [4VffiT1Ct4NE ENGINEERING (401) 114-9"3 FAX: (401) 114-8411 1'.O. BOX *1613 ALTAMONTE SPRINGS, FL 32116 THOMAS J. ANDERSON F'E0 41819 REV.1 DATE E O E CZ x z Wzo�N °rz 0 W40 0 a�c�P�aaE�� o oEa c� Ex-° �ExA" E. E En A Y EnxOxxVO� n a azzo 0 wa�' E� U A"dwAwvj z wwxw�wWz wowwaoz� FoEn0 ro d CO CO A�r� W � o� o �" z O ►.� �, N Cn FE-,Co Zoo v7 -.!4 d� V-4N C\2"z a z o w h Cr d� � O a � � x Q W � a drawn by: HLJ checked by: GP date: 1 /14/05 sheet: 24" 06" FULL 50ALE scale: II"Al" HALF 5GALE G01/ER SHEET M 'PIE AN 2 12003 THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS 93 �Llcen5 ggv OF THE FLORIDA BUILDING CODE 2001 EDITION. I CS t e 0 FOUNDATION NOTES: I. SEE FLOOR PLAN FOR FILLED GELL LOCATIONS. 2. ALL INTERIOR DIMENSIONS ARE BASED FROM THE OUTER EDGE OF THE FOUNDATION SLAB. 3. 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. COMPRESSIVE 5TRENOTH OF 2500 P51 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 S. 6. REINFORCING 5TEEL SHALL BE MIN. OF GRADE 40. 4. ALL EXTERIOR WALLS ASSUMED TO BE GMU U.N.O. 10. ALL ANGLE5 ASSUMED TO BE 45 DEOREE5 U.N.O. FLUMBINO NOTES: I. WATER HEATER TEMPERATURE 4 PRE55URE 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. 5FAC I NO OF FILLED CELLS: U5E 6-0" HORIZ. 5PAGING -1'4' CEILING MAX. U5E 6-0" HORIZ. 5PAGING - 10'-0" TO 12'-8" CEILING MAX. U5E 6-0" HORIZ. 5PAGING - 12'-5" TO 18' CEILING MAX. 4 ADD LINTEL W/ (1) #5 CONT. 0 q'-4" HOT. (+/- W) 24" x24" IV OF. GONG. PA w/ (5) #5 REBAR EACH WA Sri C d 5 u 5 u NOTE: SEE CD SHEETS FOR DETAILS AND 5EGTION5. 1 FOUNDATION/FLUM51 NO .CLAN WLY CVRRI Cfll YE ENGINEERING (401)114-SM3 PAX. (401) 114-8411 P.O. BOX 161613 ALTAMONTE SPRINM, PL 32116 THOMAS J. ANDERSON PE• 41819 REV.1 DATE E ' E-E Q O E-E oawa xz WzO�Npq do G,��qE' U C U E C4 C�2 E 'wn>•i'Erxq " E E pwwwE�aa� Cx.7 o dE"q a cnxgxL) n a dwA z wwawWgZ �w xr=,owacZF EO U (O .4 ,P�;O E1 O W z U o �� co � CO NAM 04zM C C)o � d� �E-4 Z O a z 0 w a x E� cr d� M � O a � I a Q o O W � d a drawn by: HLJ checked by: G P date: 1 /14/05 5 eet: 24"x3b" FULL 56ALE Scale: II"AT HALF SCALE FOUNDATION PLAN Maria Virginia Caparro:, P.E. J A N 2 1 STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS - Flo a Lice e # 53989 OF THE FLORIDA BUILDING CODE 2001 EDITION. I s t 0 0 HB H- d) ]C] - ]C] - ----:IIIC]IIIIIIIIIIIIIIIIIIRIIIC u •• _ ' m ■VAULT MASTER FLAT �]IYIC] IIIIIIIIIC]' E31111111 ■ I � ■5REAKFAST VAULT F GREAT II _ KNEE KALL FRAMED � m i O m mmm �■COUNTER. KALL F"MED m KNEE I K 1,ME n' 6d DININGII�L'��� • ME = . . m .•. ' ME ME ME i n oil WE ■ m LOCATED ■ FOYERATTIC JOB STAIRS'.- M • ■ r�i ■ - • / i m ■ ,.,; C ME C m .-. WE W • WE ENTRY ^ u M m • W ■ 00 OHO mm ■ C]11 ; 13110 110 +25.410 P5F +24.10 PSF +25.010 PSF +25.10 P5F +22.00 PSF -54.10 P5F -200 PSF -28.10 P5F -25.410 P5F -21.00 P5F TLOOR PLAID 5GALE: 1/4" = 1'-0" s ' -KNEE WALL TO 44' AFF. + HB mm Q N C1RRlC,4NE ENGINEERING (401) '114-SOM FAX (401) 114-8411 PA. BOX 161613 ALTAMONTE SP'RMGS, FL 32116 THOMAS J. ANDERSON PE' 41815 REV.1 DATE E E+ mzo�awxw ,4 m� cn O�"Wa�O O WAWk,w�w O E p, C12 �xAxc,o�� a WpO.,�WzE-0 U ��A�WAz WMr4P, z� H0�0�x� c0 O d' O CQ CO AmJ� • O U� E-4 W�o� � O N � 4 co E­4 VD F� Tw0 Z O E4 C a W �Z x a o W dl�l� E~ ccr O I W � O � O P� w drawn 4: HLJ checked 4: GP date: 1/14/05 5 eet: 24"x3b" FULL 50ALE scale: IINIT HALF 56ALE FLOOR PLAN Virginia Capano�, P.E. THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED Maria THE 120 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 EDITION. ✓ toO gags;@ JAN 21 2003 s , s META22 METAI6 ® 24" O.G. R16 I BLOCK BOTTOM GHOR05 ® 48" O.G. R15 R14 R13 R12 R11 R10 R9 R8 BLOCK R 7 BorroM R 17 F HORD5 ® R 4 R 6 4811o. R 18 R5 R3 METAI6 ® 24" O.G. DBL. 2x12 w/ 1/2" FLITCH PLATE R2 TO POGKET IN 4'-O" KNEE WALL 10' GLG. ® ENTRY R1 MFTAih a 94" or. NOTES: I. TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALL5. 2. TRU55E5, GIRDERS, AND BEAM TIE DOWNS TO BE 51ZED PER TRU55 MANUFACTURERS UPLIFT CALCULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF A NAIL, STRAP OR GLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER. 3. HEADER STUD REQUIREMENT 2 HEADER 5TU05 (EACH 510E) I'-6" TO 6-O" �I s ROOF EDGE 4. 3 HEADER 5TUD5 (EACH 510E) 6-0" TO 12'-O" -L 4 HEADER 5TUD5 (EACH 510E) 12'-O" TO 18'-O" ©_ p _ _ _ _ _ _ _ _ STUD 1 Z 4' 2 HEADER 5TUD5 REG. (1) FULL LENGTHO O I 3 HEADER STUDS REQ. (2) FULL LENGTH STUDS — — — —< 4 HEADER STUDS REQ. (2) FULL LENGTH STUDS F( Ra>�— OI 4. BEARING WALL NAIL PATTERN: L© 1. PLYWOOD: (FIELD) USE 80 NAILS a 12" O/C 4 O © O.S.B. (EDGE) U5E 8D NAIL5 a b" O/G ©I— 2103 © GYPSUM: 2. (FIELD) USE 50 NAILS ® 10" O/C (EDGE) U5E 50 NAIL5 ® 7 O/G T 5. 5 i ROOF NAILING PATTERN: PLYWD OR 05B 1 ZONE I - USE 8D COMMON NAILS ® a" O/C ZONE CHART 2 ZONE 2 - USE 8D GOMMON NAIL5 ® 6" 0/6 3 ZONE 3 - USE 8D COMMON NAILS ® 4" 0/C 6. 1/2" GYPSUM CEILING: USE 50 NAILS ® 7" O/C 7. 2 1/4" X .131 PNEUMATIC, NAILS MAY BE U5ED IN LIEU OF 8D COMMON NAILS. NAILED ® 5" O.G. E06E5 I o 10" O.G. FIELD 8. ALL INTERIOR LOAD BEARING WALLS TO BE 2X4 #2 SPF ® 16" O.G. UP TO 14'-O" HGT. INTERIOR LOAD BEARING WALLS ABOVE 14'-0" TO BE 2X4 #2 5PF ® 12" O.G. UNLESS OTHERWISE NOTED. HURRICANE TIE INTERCHANGABILITY SCHEDULE RAN MODEL # FASTENERS li UPLIFT COMPLIANCE SIMPSON MTS12 (14) 10d 1000 413 (NER) USP MTW12 (14) 10d 1055 5764 (ICBO) SIMPSON METAI6 (12) 10d x 1-1/2" 1490 469 (NER) USP TA16 (11) 10d x 1-1/2" 1350 5531 (ICBO) SIMPSON HETA20 (16) 10d x 1-1/2" 1890 469 (NER) USP HTA20 (13) 10d 1890 5531 (ICBO) SIMPSON HUS26 (14) 16d, (6) 16d 1550 499 (NER) USP THD26 (18) 16d, (12) 10d x 1-1/2" 1520 478 (NER) SIMPSON LSTA12 (10) 10d 755 443 (NER) USP LSTA12 (10) 10d 755 530 (NER) SIMPSON SP1 (6) 1Od, (4) 1Od 585 499 (NER) USP SPT22 (4) 10d, (4) 1Od 595 564 (NER) SIMPSON SP4 (6) 10d x 1-1/2" 735 499 (NER) USP SPT4 (6) 10d x 1-1/2" 735 564 (NER) 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 ASU44 (1) 5/8" AB, (12) 16d, (2) 1/2" 2200 499 (NER) USP PAU44 (1) 5/8" AB, (12) 16d, (2) 1/2" 2240 530 (NER) SIMPSON MTT288 (1) 3/4" AB, (24) 16d 4455 432 (NER) USP MTS278 (1) 3/4" AB, (24) 16d 4635 530 (NER) 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 (ICBO) SIMPSON METAI6 (12) 1Od x 1-1/2" 1490 469 (NER) SIMPSON META22 (14) 1Od x 1-1/2" 1500 469 (NER) USP TA20 (11) 10d 1520 5531 QCBO) SIMPSON HTT16 (18) 16d 3480 432 (NER) USP HTT16 (18) 16d 3695 530 (NER) SIMPSON HGT-2 (2) 3/4" AB, (8) 1Od 10980 432 (NER) USP HUGT2 (2) 3/4" AB, (8) 1Od 9210 + (NER) SIMPSON A34 (8) 8d x 1-1/2" 365 413 (NER) USP MP34 (8) 8d x 1-1/2" 350 505 (NER) SIMPSON HTS20 (20) 1Od 1450 + (NER) 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) SIMPSON H4 (4) 8d, (4) 8d 360 499 (NER) USP HCH18 (4) 8d, (4) 8d 360 510 (NER) SIMPSON MGT 5/8" AB, (22) 1Od 3965 432 (NER) NOTE: 1) USE (1) MTS12 (OR INTERCHANGABLE TIE) FOR TRUSS TO FRAME WALL OR BEAM CONNECTION UNLESS NOTED OTHERWISE (U.N.O.) NAIL VALUES: 2) USE (1) META22 (OR INTERCHANGABLE TIE) FOR TRUSS TO BLOCK WALL BASED "NATIONAL DESIGN SPECIFICATIONS CONNECTION (U.N.O.) FOR WOOD CONSTRUCTION FROM 3) USE HUS26 (OR INTERCHANGEABLE TIE)FOR ALL JOIST HANGER CONECTIONS (UNO) TABLE 8.8c - "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 B IN OF GIRDER TRUSSES(7500-t01000L6 DOWNLOAD) 10d 125 (1) FILLED CELL REQUIRED WITHIN 4 FT OF GIRDER TRUSSES(<7500LB DOWNLOAD) 16d 149 - COMPLIANCE REPORT PENDING AUG 5, 2002 - CHANGE M Maria Virginia Caparros, P.E. Floridarcee# 53989 FOR ENGINEERED TRUSS DESIGN AND LAYOUT PLAN REFER TO SHOP DRAWINGS PREPARED BY SMYTH LUMBER GO. 6363 EDGEWATER DRIVE, ORLANDO, FL. 32810 PHONE (407) 299-1522 FAX(407) 299-9153 wl 10 tmVKKlC,4NE ENGINEERING (407) 774-9003 FAX: (407) 774-8477 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, REV.1 DATE F• F Q C E-E oawawz d C4 0 � o��zo Uw xp"w CQ c zE"A H wwq ww' x �opOz�F"A x woozzo�0 o; p,1No. w EE0 U wwaw�Wwz o�u�~m Eo d to rl Aco0 a U� E'"' w `�' O W Z U O co • M1 � Z co � Z O Lo 'dI N maw Qi Z 0 w a z O _H 0-4 04 I I �+ cr E-+ mot+ c� � O 0 a Q W � a U rhe by: HLJ ed by: Gp 1/14/05 24"x3b" FULL SCALE II "AT HALF 56ALE l _ ' JAN 212003 - REV. DATE • �yo�wa xz G["1" ' xzorr,wwEw r. w z p�'Aad0 O PLANT I'-4" a � C owa z o SHELF w a o w w o w 7Vx EEHA E zw Mix ®® •. opoo EA x �xax�o� a MARBLE GAP w04 %�; w z � o o�E� u -ZzJ Q � ZvZ - U] Cq r••� w F, m W mW m Tue � � TUB 4" CMU. CURB r t 3 1/2" RECE55 CO w/ MARBLE d+ 14'-5 1/2" A B > D p4 � co A3 A3 A 0.4 o A3 W4 c/) E-1 �4 z W C:) Q MASTER E3AT DININo/HALLNA�' w � 4" - I'-o" 50ALE: 1/4" = 1'-0" 5GALE1 : / - CO ' z C) o C\2 �z 0 a E Q Q - 3 1/2" w ~ _ �w r � �Lli -- M� F G < > < A3 A3 rchocked HLJ FTA1�L F0�E by: Gp 5GALE: 1/4" - I'-0" 5GALE: 1/4" = 1'-0" 1/14/05 "x36" FULL 5GALE Al" HALF 56ALE INTERIOR DETAIL5 tA Maria Virginia Caparros, P.E. 3o0- jAN 21 2003 I f i ELEGTRI GAL LEOEN� SYMBOL DE50R1 PTI ON =E) DUPLEX RECEPTACLE =19In Sw 1/2 SHITCHED DUPLEX RECEPTACLE = I GFI PROTECTED REGEPTALGE I/W WEATHERPROOF/GFI PROTECTED RECEPTACLE SM 44' AM -d GFI PROTECTED REGEPTALGE ®42" A.F.F 220 VOLT OUTLET GLG DUPLEX RECEPTACLE (CEILING MOUNTED) FLR DUPLEX RECEPTACLE (FLOOR REGE55ED) SINGLE POLE SINGE THROW SWITCH 3-WAY 5WITGH 4 4-HAY 5WITGH CEILING MOUNTED INCANDE50ENT FIXTURE H SUSPENDED INCANDESCENT FIXTURE ® REGE55ED INCANDESCENT FIXTURE ® REGE55ED WATERTIGHT INCANDESCENT FIXTURE RECESSED EYEBALL INCANDESCENT FIXTURE L� FLOURE50ENT LIGHTING FIXTURE WALL MOUNTED FIXTURE 0 VENT FAN 6 DOOR CHIMES PUSH BUTTON FOR DOOR CHIMES ® SMOKE DETECTOR SERVICE DISCONNECT CIRCUIT BREAKER PANEL a TELEPHONE GABLE TELEVISION OUTLET CEILING FAN LOCATION OR PREWIRE NOTE5: I. ELECTRICAL CONTRACTOR SHALL COORDINATE ELECTRIC METER AND MAIN DISCONNECT WITH LOCAL POVER COMPANY REPRESENTATIVE. 2. LOW VOLTAGE CHIME TRANSFORMER SHALL BE LOCATED IN THE GARAGE ABOVE THE ELECTRIC PANEL BOX. 3. SMOKE DETECTORS SHALL BE INTERCONNECTED 50 THAT THE ACTIVATION OF ANY SMOKE DETECTOR SHALL GAUZE ALL SMOKE DETECTOR ALARMS TO SOUND. 4. SMOKE DETECTORS IN VOLUMED OR VAULTED 5FACE5 SHALL BE LOCATED WITHIN 3 FEET OF THE PEAK. 5. ALL BEDROOM RECEPTACLES SHALL BE CONNECTED TO ARC -FAULT BREAKERS, TO INTERIOR PANEL 02/0 OR 04/0 ALIT . S.E.R. GABLE PER N.E.C. MAIN 150 AMP OR 200 AMP DISC MAIN DISC. 5WITGH PER N.E.C. SECMARY FEED BYAS IL��OR D PM NE.G. (1 •4 TO FOUNDATION STEEL) ELEGTRIGAL R15ER NOTE: I. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY w/ APPLICABLE PROVISIONS OF THE NATIONAL ELEG. COD, LOCAL CODE5, 4 THE LOCAL POHER CO. .. . e °ELEGTR I GAL PLAN 5GALE: 1/4" - 1'-0" /ui REV. DATE Ey �oaWa xz zo�nw wHw a��z acw,7�awaEo" W O a�� o F Uw��pyF CQ A Fa Ey pull 2, zR' aNa�zzo 0 w E.c� v WrgaWrwWz ocqo WN �o O O d+ W � O co QCo 0 0 O C/0 E- W Z 0 :Cn : w a a) ul Z O O L F Z O a z o w r O E"+ O P T4 lMM--1 drawn by: HLJ checked by: Gp date: 1/14/05 sheet: 24"x5b" FULL 56ALE Scale: II"Al" HALF 56ALE ELEORTIOAL PLAN REV. DATE WALL BEYOND 3 1/2" CONCRETE SLAB (MIN. 2500 P.5.1) W/ ROOF SHINGLES: (1) MEET5 AN51/ UL -1410, GLA55 A, A5TM 03462, bxb 10/10 WIRE MESH (OR W/ FIBER MIE5H) 3 1/2" CONCRETE SLAB (MIN. 2500 P.5.1) W/ 3 1/2" CONCRETE 5LAB (MIN. 2500 P.5.1) W/ UL qq7/ A5TM 03161 EXPAN51ON JOINT OVER 6-MIL VAPOR BARRIER bxb 10/10 WIRE ME5H (OR W/ FIBER ME5H) (2) 5EGURED w/ (4) NAIL5 EA. bxb 10/10 WIRE MESH (OR VVl FIBER MESH) (5EE FOUNDATION PLAN FOR SLOPE) OVER 6-MIL VAPOR BARRIER OPTIONAL 2x4 COMP. SHINGLES OVER 15# FELT DRIVEWAY 1„ OVER b-MIL VAPOR BARRIER (FELT: ASTM D 228 TYPE U (3) MEET5 UL R2453 PROGRAM SLOPE TO R/W 3 w i (SEE FOUNDATION PLAN FOR SLOPE) NON -BEARING WALL TYP. (5EE FOUNDATION PLAN FOR SLOPE) ON (FELT: 0 5 M 22 SHEATHING " 43 v I 2b GA. GALV. FLASHING: (1) G-qO GALV. COATING 3 „ ( > a PRE-ENGINEERED TRU55 0 24" OL.G. (2) MEETS ASTM YE5 d - :� ° :— - - - 3 " W/ (1) META22 o EA. TRU% U.N.O. (3 REGULAR POLYESTER o x - - - , . -- 3 ,11� /JIF (5EE "5-2" SHEETS FOR TRUSS PLANS) 5EE ELEV. (5) MIN.�HIGKINE55 0.O18lRIN. En N H °A a - � — � rERMITE ,� zow rzPITCH (b) CHROMATE TREATMENT a o� F 58" WIDE GONG. CURB GLEAN COMPACTEDTERMITE TREATED FILL :, „ 88"x8" THICKENED EDGE 8GLEAN COMPACTED v w H � p" 8 x8 THICKENED EDGE GLEAN COMPACTEDa8 x8 THICKENED EDGE # TREATED FILL ALUM. DRIP BEARING HT. pa w W w a ' W/'I #5 BAR GONT. El >w I #5 BAR GONT. TERMITE TREATED FILL >w I 5 BAR GONT. w o � o w -. •� ELEVATION R-30 INSULATION� U = GARAGE DOOR RECESSOFFSET T H I C<E �t E D EDGE DETAIL T A I�r5--�T H I C AGE N E D EDGE DETAIL T A 11� ALUM. 1/2" GYP BOARD V 4 a� z z o� o rc--� FASCIA I=OOTIN DETAIL T C i�',4C DOOM' ,gr w CD = '- " D SEE �. LINTEL BLOCK VV/ I #5 ROD d w a � I Z 2X4 OR 2X6 SUB m 0 a eq � w z SCALE: 3/4 I O 56ALE: 3/4" = 1'-O" ELEVATION HEADER HT. w 0. o z CD SCALE: 3/4" = I'-o FASCIA 5EE ELEVATION E c °° u x 0 VENT. ALUM. PREGA5T HEADER W/ 1 #5 ROD SOFFIT 2x4 5TUD5 to I6"O.G. #2KD S.P.F. MIN. 2x4 STUDS ®I6"O.G. 0 2KD S.P.. MIN. Itj 2x4 P.T. BOTTOM PLATE W/ WINDOW (5EE FLOOR PLAN 2x4 D It 1/2" DIA. x 8" ANCHOR BOLT, BL TOP PLATE 2x4 P.T. BOTTOM PLATE W/ FOR SIZE d LOCATION) 2x4 DBL TOP PLATE SEE ELVATION W 1,114 t OR EXPAN51ON ANCHOR w/ TO STUD/ 5P4 ® 1/2" DIA. x 8 ANCHOR BOLT TO STUD/ 5P4 to FOR FIN15H `'_1 n EVERY OTHER STUD OR EXPAN51ON ANCHOR w/ EVERY OTHER STUD � CQ It GONG. FILLED CELLS W/ 2"x2"xl/8" WASHERS LOCATED I # 5 BAR VERTICAL WITHIN 6" OF EACH CORNER 2'x2"xl/8" WASHERS LOCATED d 32" O.G. MAX. ELSE WHERE WITHIN 6" OF EACH CORNER A Co p #5 DOWEL W/ 12" HOOK 1I „ d 32" O.G. MAX. ELSE WHERE MARBLE SILL �w.., Gz. t 8 25" LAP MIN. ';; 3 I/2 CONCRETE SLAB (MIN. 2500 P.S.I.) W/ l' bxb tO/10 WIRE ME5H (OR W/ FIBER ME5t U 3 1/2 CONCRETE SLAB BOTTOM PLATE TO STUD/ 3 I/2" CONCRETE SLAB BOTTOM PLATE TO STUD/ 'Z._, O ,II OVER b-MIL VAPOR BARRIER (MIN. 2500 P.S.I.) W/ bxb 10/10 5P4 toEVERY OTHER STUD (MIN. 2500 P.5.1) W/ bxb 10/10 5P4 ® EVERY OTHER STUD PRECAST SILL R-4.2 FOIL Q, 0 WIRE MESH (OR W/ FIBERME5H) ,;' � cY (5EE FOUNDATION PLAN FOR SLOPE) OVER 6-MIL VAPOR BARRIER WERE MESH (OR W/ FIBERMESH) �� � � � C.3' 1•s, � FINISHED GRADE I,I ,� OVER b-MIL VAPOR BARRIER VARIES (5EE FOUNDATION PLAN FOR SLOPE} l #5 BAR VERTICAL IN I/2 GYP BOARD OVER Q � t� � N a,l GONG. FILLED CELL FROM . • 3/4" P T. FURRING W tx 0 5LA5 TO TIE BEAM TYP. „ Q'+ �+ O : Un _ , 8 G.M.U. oe 1 I ° ° : ...�.. �..- - 3 ; . - �2 ®EACH DOWN CELL. :I I ° • t na� - - e— - -. - .- -� , �-61r- - :'�.� _ y,: _ (5EE FLOOR PLAN FOR r ° °!� -1 a� FILLED CELL LOG) BASE TRIM A5 SPEC. H — co I 4" MAX. A/G CHAS �I - WT11_1 _ ° _ i 3 1/2" CONCRETE 5LAB (MIN. 2500 P.5.1.) W/ O Z ►� L (SGHD. #40 PWG MIN)1- _#5 DOWEL W/ 12" HOOK bxb 10/10 WIRE MESH (OR W/ FIBER MESH) O - (= THROUGH FOOTING Tii _I I _ 25" LAP MIN. Z G I ,� I'-4" GLEAN COMPACTED - -I t,. OVER b-MIL VAPOR BARRIER I1- -I I- I6 x8 FOOTER W/ :, t ADD (1) #5 BAR IN/ :, 1 GLEAN COMPACTED TERMITE TREATED FILL 1�_4u lb"AZ' FOOTER V`V ,I, Lo E, I -4 �,� 50" LONG ®A/G CHASE TERMITE TREATED FILL 2 #5 BAR5 GONT. GLEAN COMPACTED 2 #5 BARS GONT. '�;. O'-O" FIN. FL. gk' W (LAP #5 BAR(5) OVER CHASE TERMITE TREATED FILL - I6'x20" FOOTER VJ/ FINISH GRADE II ° ,g ..-,�• ai- '�' AND CONNECT TO EACH GONT. ' . ,d O 2 #5 BARS GONT. T _ a a #5 BAR UNDER CHASE) t _ / i °• - - � CURS FOOTING DETAIL AT C-�,�fi�'AGE INTE%'10fR 5EAiRINC� WALL FTC . ALL FTC . DETAIL "� T� I,k12 �_• -I T � F DETAIL OFFSET 5EARING WALL - D SCALE, 3/4" = I'-O" SCALE: 3/4" = I'-O° SCALE+ 3/4" = V-O" I ,� r[Ej GLEAN COMPACTED a FTC. W/ (2) #5 I6"x20" FOOTER W/ TERMITE TREATED FILL t 2 #5 BAR GONT. -3 1/2" GONG. #5 REBAR TYP. T �-F I CAL 0" C"'IU WALL SECTION GONG. FILLED GELL5 W/ II II # II II L — — CD 50ALE: 3/4" = V-O"0-4 I 5 BAR VERTICAL ❑ 1:1 lif BENT BAR W/ 25" w I'-0" LAP E.W. TYP OF 2 N ❑ ❑ CORNER 5 AR DETAIL 1:1 El GONG. FILLED GELL5 W/ N.T.S. 1 # 5 BAR VERTICAL EXIST. PROOF STRAPPING j/ Q 2'-0" 8" BLOCKLINTEL FILLED / �-- t'�1 W/ (1) #5 100, Ask t, PRECAST GONG. ' u n n GMU COLUMN ' t „ GMU COLUMN „ LINTEL GONG. FILLED YV/ 1 #5 BAR #5 DOWEL W/ 12" HOOK I I 1 i #5 DOWEL W/ 12" HOOK 'i i'' d 25" LAP MIN. ,ii 8 25 LAP MIN. 3 I/2 CONCRETE SLAB (MIN. 2500 P.5.1) 3 1/2" CONCRETE 5LAB (MIN. 2500 P.5.1.) W/ DRILL 6" INTO EXIST. LINTEL, / 6x6 10/10 WIRE MESH (OR W/ FIBER MESH) ,� t, l lil III bxb 10/10 WIRE MESH (OR W/ FIBER MESH) UP TO I6' (NON -BEARING) U5E EPDXY 4 DRIVE #5 4 BEND /�► '' OVER b-MIL VAPOR BARRIER III OVER b-MIL VAPOR BARRIER I #5 IN HEADER. Ib' BEARING VERT., 25" LAP REQ'D. I ~ 5EE ELEVATION FOR FINISH Ili III (SEE FOUNDATION PLAN FOR SLOPE) 5EE ELEVATION FOR FIN15H III (SEE FOUNDATION PLAN FOR SLOPE) AND IS USE 2 #5 BARS IN HEADER. H III III GARAGE DOOR I I�INSERT DOWEL5 VERTICAL SPLIT FACE OF BLOCK I'I 41 III HEADER � � � � DETAIL T PROP. FILLED CELL LOG- I PNREDSENTRAIT WHEN NO WALL FINISHED GRADE �I, NI FINISHED GRADE „ ATION. (TYP) 2. 3/4" HOLE, BLOW OR BRUSH ° . " .= '._. - " N.T.S. GLEAN t 11 � '• a, � .. i !- . ° tt" - - - - 2r,a .. � .111 e_' ° - #5 ROD IN FILLED CELL I ENGINEER APPROVED EQUAL Q -�' - z I ° - z / e = TIED TO CONT. ROD IN T' FOOTER b LINTEL ROD '' MIN.-" GLEAN COMPACTEDGLEAN COMPACTED TERMITE TREATED FILL ABOVE (10"HOOK) CGWnby: TERMITE TREATED FILL uT--- —Ll 111_ - I_ _ DRILL 6" INTO EXIST. FTC., checked 2,-O„ 2'-0" EPDXY d DRIVE #5 4 13END GP 24"x24"xlb" SPREAD FOOTER 24"x24"Ab" SPREAD FOOTER VERT., 25" LAP REQb. ,�i_�_ W/ 3 #5 BARS a b" O.G.E.W. W/ 3 #5 BAR5 o b" O.G.E.W. — _ date: 3/I/02 t"FL'VKKjCj4NE Sheet 24006" FULL SCALE I , 5cale: 11-AT HALF 5GALE r-IULTIFLE COLUMN FOOTING DETAIL SINGLE COLU`�IN FOOTING DETAIL � EN7GINEE74-9003 FAX: GRING FOUNDATION AND WALL C SCALE, 3/4" = I'-O" SCALE, 3/4" = I'-O° I I v �+ D DOWEL DETAIL THOMAS J. ANDERSON PE# 47819 P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716 DETA I L5 1 #5 BAR GONT. N.T.S. Q IIIIIIt�I THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED T I � � � �� S T � � D O W I �1 THE 120 M.P,H, 3 SECOND GUST WIND LOAD REQUIREMENTS Maria Virginia Caparros, P.E. OF THE FLORIDA BUILDING CODE 2001 EDITION N.T.5. .il/ ti lorida License # 53989 JAN 212003 REV. DATE fr=-=� - 4- -___ =__ - - I (3) 1/2" DIA. ANCHOR BOLT EMBED , I 4" (MIN.) W/ 2"x2"xI/6" WASHERS META22 META22 SPACED EQUALLY. TOP d BOTTOM BOLTS PRE-ENGINEERED TRUSSES PRE-ENGINEERED TRUSSES WITHIN 12" OF TOP 8 BOTTOM OF WALL �' r~ GONGRETE FILLED CELL II META22 META22 c a W a x W/ #5 BAR I f �— P.T. 2X's ON MASONRY w E-I w 11 I' 'I LINTEL BLOCK W/ '" ❑ ❑ ' (1) # 5 ROD I FOR REINFORGIN6 SEE PLAN 4 WALL SECTIONS. II 8" GONGRETE BLOCK 1 tM (5) 1/2" DIA. ANCHOR BOLT EMBED IMI All AAM11 1.1/ /AII LIALllr-_ fC • i Cam: C i i C C i iAND 2X FRAMINC7 Vil :. NAILS 0 16" O.G. SEE PLAN • � -• r a • ■ LINTEL BLOCK W/ (1) # 5 ROD 8" GMU Md CSC■ MJAND M&M �= �� MEN RADIAL :d NAILS SEE PLAN . - • OIG MAX. ■ w o�'N�'�z p1'WwaWO o pyAE""U O x��woW��wc0 A E. wz wwA�ww��Ch �0 cna=050 rn 8" GMU c%NWww.Ez o wWaw wWz W°�waloz5 mokmo T \1_11111./ I V G JAL A /V T V l_Jl lLl�J SPACED EQUALLY. TOP 4 BOTTOM BOLTS WITHIN 12" OF TOP 4 BOTTOM OF WALL. I" ��� NON -LOAD �3�ARINC� 2x4 WALL A5 SPEC. IN PLAN NON -LOAD 5EARING ARCHED FRA1�IED OPENING � 2x4 P.T. BOTTOM PLATE W/ p > ��-- FRA�IED OFEN INCH 5ETWEEN t-145ONR"� BETWEEN I„IA5ONR*T" W Qj 1/2" DIA. x 8" ANCHOR BOLT OR EXPAN51ON ANCHOR w/ NT5 NT5 �Cq 2 x2 xl/S WA5HER5 LOGATED ACo j'_ WITHIN 6" OF EACH CORNER O 8 32" O.G. MAX. ELSE WHERE PRE-ENGINEERED TRUSSES � �- i+- -j L i+ J W p OA - IN All WA CONNECTION TO 1 IA50NR� WALL DETAIL W � z C�w N.T.5. r 1 r; i 1 r� Z O 0 I iI I CONTINUOUS 8" GONG. I iI I L J BLOCK WALL L; J W 9L4'.4 META22 MT512 META22 'i 'i • Co (� ;i-il 1 GONG. FILLED GELL5 W/ F ;i-1 x W py I ,I I (1) #5 BAR - 25 LAP MIN.I II I E -4 E,,,, m t. Li. J INTO PILASTER GELL5 d L J II TIED BACK INTO WALL LINTEL p r, /n c = = PRE-GA5T GONG. LINTEL = + �_ r 1Lo HEADER _ — — — _ _ _ = w/ 1 #5 REBAR (SEE LINTEL SGHED) LINTEL BLOCK W/ r � rX'1_1_ DBL. 2X #2 S.Y.P. W/ 1/2" FLITCH ' . (1) # 5 ROD (REFER TO HEADER 5(' HEDULE)L J L J L J L_ J Z rr SEE PLAN F4* I' i ( I I I 8° GMU L+ J L 1 J L+J (1) HUG HANGER ®EA. END POURED FILL CELL IX OR 2X P.T. BUGK5 TYP, r, g� r 8"x8" PILASTER I I) WWINDOOPENING I o E" W II II PRE-GA5T GONG. LINTEL 8"xlb" PILASTER I a I a w/ 1 #5 REBAR (SEE LINTEL 5GHED.) LOAD BEARING HEADER TOP OF MASONRY CONNECTION TO 1 IA50MR**T' DETAIL LINTEL BLOCK IF— W/ (1) #5 BAR II II NT5 O IX OR 2X P.T. BUCKS TYP. (I GONTINUOU5 MASONRY WALL DOOR OPENING FOR RADIAL FRAMING USE 2X4'E, ® 8" O.G. MAX. SPACING II I) GONG. BLOCK WALL FILLED w/ USE (2) 2X's IN ABSENCE OF LOAD W/ 8d NAILS ON BOTH ENDS GONNEGTIN6 1 #5 REBAR GONT. FROM FND. BEARING WOOD OR GON(GRETE HEADER 7/16" 0.5.5. 5HEATHIN6 II (I II II TO BOND BEAM I'� I n� I I� ul1 I ui1 nil n� I ii I I1 II II I11 II I I I II "I I I n LE � GO FILLED GELL5 W/ (1) #5 BAR - 25" LAP MIN. INTO PILASTER GELL5 8 TIED BACK INTO WALL LINTEL MASONRY PILASTER W GONG. FILLED GELL5 W/ (1) #5 BAR VERTICAL N� >_ P.T.2X'sFOR MASONRY 1'-IA5ONR� FILASTER TIE TO 1„IA5ONR�' WALL DETAIL FOR PERIMETER NAILING N.T.S. INTO 5UB-5TRA16HT WINDOW AND DOOR ANCHORING FOR 1„IA50NR�'/ FRX IE THR d NAILS a 12" 6 WINDOW OPENING USE Sd NAILS ®12 O.G. 2X P.T. BUGK5 TYP, USE 8d NAIL5 12" O.G. MAX PRE-GA5T GONG. LINTEL W/ 7/I6" 0.5.8. SHEATHING O N.T.S. 2X BLOGKIN6 W/ 8d NAILS a I6" O.G. E--� NOTE: (THESE REGUIREMENT5 APPLY WHEN WINDOW/ DOOR MANUFAGTURER5 FASTENING METHOD IS NOT SPECIFIED) Q; TRANSITION FROM IX TO 2X P.T. BUCK FOR MASONRY OPENIN65 x RADIAL FRA1u1ING FOR WINDOW5 kL GONG. BLOCK WALL FILLED w/ 1 #5 REBAR GONT. FROM FND. PT IX BUCKS FOR WINDOWS AND DOORS PT 2X BUCKS FOR WINDOW$ AND DOORS To BOND BEAM (TYP) 1) NAIL W/ DIA OR HEAVIER POWER NAILS (ALTERNATE) Ibd NAILS ®2" O.G. EA. END TYP. II drawn by: _ .IOQ S" O/G AND 3" MAX. FROM ENDS TYP. WITH GI 2X HEADER TO 2X BUCKS 1.) INSTALL 3/16" DIAMETER SELF TAPPING GONG. MAX I) �_ �� I) 6 O . 3/4 MIN. EMBEDMENT INTO BLOCK. ANCHORS EIGHT (8) INCHES MAX. FROM ENDS TRANSITION FROM IX TO 2X P.T. BUGK FOR MASONRY OPENINGS checked by: GI_ AND 24" ON GENTER MAX. WITH I" MIN. EMBED. WINDOW G OPENIN 2 3 date: �1��2 2) FOR FASTENING WINDOWS AND DOORS TO SUBSTRATE (SEE MANUFACTURER5 5PEGIFIGATION5) INTO BLOCK. 24"x36" FULL SCALE rtV991CANESheet 2.) FOR FA5TENIN6 WINDOWS AND DOORS TO SUBSTRATE MANUFACTURERS SPECIFICATIONS) NOTE: FOR MASONRY OPENINGS U5E 2X BUCKS) (5GC1Ie: ALTERNATE I,UiNDOUJ �I=�D�R INEERING II"XIl° HALF SCALE (SEE I.) INSTALL 3/I6' DIAMETER SELF TAPPING GONG. (407) 774-9003 FAX: (407) 774-8477 FOUNDATION AND WALL ANCHORS E 16HT (8) INGHE5 MAX. FROM ENDS INSIDE � A 5 ON R*r O F E N I NCB P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716 THOMAS J. ANDERSON PE# 47819 DETAILS AND 24" ON CENTER MAX. WITH I" MIN. EMBED. INTO BLOCK. N.T.S. THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED Maria inia Caparros,/P.E. THE 120 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 EDITION,CD2__1 o y Florida License # 53989 JAN 212003 7/I6" 0.5.13. OR G.D.X. ROOF 5HEATHING DATE. SEE ROOF NAILING 56HEDULE 7/16" 0.5.5. OR G.D.X. ROOF 5HEATHIN6 REV. „ U11T-I SEE ROOF NAILING SCHEDULE I PRE-ENGINEERED GABLE TRU55 FIRSTS 3 TRU55 BAYS O.G. MAX 2x4 BLOGKIN6 ® 48" O.G. MAX 15# FELT I 2x4 DIAGONAL BRACING 0 48" O.G. FIRST 3 TRU55 BAYS I/2" DIA. "J" ANCHOR BOLT 2x4 0 48" O.C. W/ A34's 16° 2x4 DIAGONAL BRACING 0 48" O.G. j o 32" O.G. MAX. EMBED 4" MIN. CONNECTED TO TRU55 MAX. 2xb GONT. OR MAX. TO 3rd. TRU55 (START DIA6. 2x4 0 48" O.G. W/ A34's W/ 2"x2"'xl/8" WA5HER5 BRACING 6' FROM END OF TRUSS) 16° MAX. TO 3rd. TRU55 (START DIA6. 7/I6" O.5.B. 2x4 GONT.A GONNEGTED TO TRU55 MAX. 2 � GONT. OR BRACING 6' FROM END A TRU55) E USE 4-I2d NAILS AT GONNEGTIONS 5HEATHING DRIP EDGE USE 4-12d NAILS AT CONNECTIONS 2"xb" P.T. PLATE U.N.O. � �. _ �' � DRIP EDGE ALUM. FACIA ` — TRU55E5 — — i x z c 00 a w x w ALUM. FACIA — — -� — — — — — — — w rn w +� I6d NAILS 0 !2" O.G. VENTED SOFFIT a o 0 - " � � -'� � � '� \ 0 24" O.G. I (TYPICAL) VENTED SOFFIT FLASHING ( 8"x8" LINTEL BLOCK 1/16" 0.5.8. OR G.D.X. GABLE 5HEATHIN6 A A - -T.. - - - = - - - - - - - a — TIE BEAM GONG. FILLED V'V 8d RING SHANK NAILS ®4" O.G. "H" 7/16" O.S.B. OR C.D.X. GABLE SHEATHING I \ .i / TRUSSES w o a N w/ 2 #5 DIA. R005 GONT. ON EP&E5 AND 12" O.G. IN FIELD ` W/ 8d RING SHANK NAILS ®4 O.C. i n „ F+ Q H H METAI6 0 (� WIRED 4 1/2" APART ON EDGES AND 12" O.C. IN FIELD A I A N, N, a 24" O.G. H w a H w 2x4 MEMBERS ® 24" O.G. NAILED I 1/2 GYP BOARD VAULTED TRU55E5 I i (TYPICAL) J � w f + M 24" O.C. MAX. - - W/ 25 MIN. LAP TO TRU55 W/ Ibd 0 b" O.G. GABLE END TRU55 REINFORGIN6 2x4 MEMBERS 0 16" O.C. NAILED ( � � � o u c c E` a a I ®24" O.G. (TYPICAL) �� 2x4 FIRE BLOGKIN6 J USE 2x6 MEMBERS WHEN H > 8 -O 2x s NAILED TO VERTICAL WEB TO TRUSS W/ 16d 0 6" O.C. - - "' A x v c _ _ _N_AIL_2-Ibd EA. 2x4 BLOCK _ _ _ _ USE 2x6 MEMBERS WHEN H > 8 -0 -1 \ - - - - - - w a z o �' o 4 !/2 - - _ _ _ _ _ _ _ w/ Ibd NAILS a 6 O.G. t' » - - - - � a z REFER TO ELEVATION -` OUTSIDE - - 3-16d NAILS 0 EACH a+d p, F U ---- G BLE END TRU55 W�A�WA~ 2x4 KNEE WALL 0 24" O.G. TRU55 PER BRACE GABLE END TRUSS w oo w a I-4 o z z FOR FINISH - - I6d NAILS ®12" O.G. (2x4 STUD MATCH VAULT) X 16d NAILS ®12" O7.C. „ 2x6 P.T. PLATE GONT. 3-I6d NAILS 0 EACH o v ra c METAI6 ALONG GABLE TRU55 ;; 2xb P.T. PLATE GONT. W/ 1/2" ANCHOR BOLTS W/ 1/2" ANCHOR BOLT5 " TRU55 PER BRACE ® 24" O.G. MAX. W/ 7-I0d NAILS ii 0 32" O.G. W! 4" EMBED U.N.O. W/ 2"x2"xl/8" WASHERS META16 ALONG GABLE TRUSS ++ 0 32" O.G. W! 4" EMBED OR I/4" x 3" GALV. LAG BOLTS ®I6" O.G. X 0 24" O.C. MAX. W/ 7-10d NAILS ;; W/ 2"x2"x1/6" WA5,HER5 1/2" 6YP BOARD - - " ON 1 4" x 3" GALV. LAG BOLTS @ 16" O.C. i; LINTEL BLOCK W/ 2 #5 DIA. RODS GONT. II LINTEL BLOCK W/ 2 #S DIA. RODS GONT. / REFER TO ELEVATIONS FOR FIN15H '+ REFER TO ELEVATIONS FOR FINISH .--I EX15TIN6 VERTICAL .dr TRUSS WEBS � "I" 1„IA5ONf'N*' WALL TO GABLE ENDWALL DETAIL G45LE ENDWALL DETAIL x FOR FAULTED CEILING AT t-IASONR%T' WALL 5ECTION A-�4 GABLE ENDWALL SCALE N.T.S. DETAIL AT 1 IA50N�'i WALL SCALE: 3/4" = I'-O° N.T.S. H SCALE: 3/4" = I'-O" l T 1 Z •• 0 !I �11 +�' U 7/16" 0.5.15. OR G.D.X. ROOF SHEATHING SEE ROOF NAILING SCHEDULE 7/I6" O.S.B. OR G.D.X. ROOF SHEATHING SEE ROOF NAILING SCHEDULE Z �, N wx� m 2x4 BLOCKING ®48" O.G. MAX 2x4 BLOCKING 0 48" O.G. MAX � FIRST 3 TRUSS BAYS FIRST 3 TRU55 BAYS • � � 'n 2x4 DIAGONAL BRACING 0 48" D.G. 2x4 0 46" O.G. W/ A34's 16" 2x4 DIAGONAL BRAGIN6 0 48" O.G. MAX. TO 3rd. TRU55 (START DIAL. 2x4 ®48" O.G. l^J/ A34's 16° MAX. TO 3rd. TRU55 (START DIAL. CONNECTED TO TRUSS MAX. 2x6 GONT. OR BRACING b' FROM END OF TRU55) CONNECTED TO TRU55 Q'i Z MAX. 2x6 GONT. OR BRACING 6' FROM END OF TRU55) p 2x4 GONT. 2x4 GONT. USE 4-I2d NA1L5 AT CONNECTIONS Z O p • LINTEL USE 4-I2d NAILS AT CONNECTIONS DRIP EDGE 6 PRECAST HEADER ALUM. FACIA \'`� -- -- — — ..� — — — — — — DRIP EDGE `� — — — / L i ALUM. FACIA — — — — — — — — — — .-� E"' • • DOOR; TRACK VENTED SOFFIT � � VENTED SOFFIT 7/16 O.S.B. OR C.D.X. GABLE SHEATHING �' TRUSSES 7/16" O.S.B. OR C.D.X. GABLE SHEATHING i W/ 8d RING SHANK NAILS 0 4" O.C. �` 'SIN 0 24" O.G. W/ 8d RING SHANK NAILS ®4" O.C. \ ,� / TRUSSES a ON EDGES AND 12 O.C. IN FIELD 0 24" O.G. C i ` (TYPICAL) ON EDGES AND 12" O.C. IN FIELD (TYPICAL) 2 X 8 (PT) PLATE EACH — — — — — — — z GABLE END TRUSS GABLE END TRUSS — / SIDE OF DOOR OPENING 16d NAILS 0 12" O.C. (1) HGAIO 0 48" O.G. ON TOP 16d NAILS 0 12 O.C. y. PLATE BEHIND &ABLE TR155 (1) HC7A10 0 48" O.G. ON TOP E a 3-I6d NAILS 0 EACH a (4) 1/2" AB-7" LG. L5TAI8's ALONG GABLE TRU55 DOUBLE 2"x4" T TRU55 PER BRACE PLATE BEHIND GABLE TRU55 3-Ibd NAILS 0 EACH A � OP PLATE L5TA18 s ALONG GABLE TRUSS > ® EA. DOOR TRACK 0 24' O.G. MAX. W/ 10-IOd NAILS I/2 GYP BOARD o 24 O.G. MAX. W/ 10-IOd NAILS cr W/2" 50. WASHER 4 NIUT " " DOUBLE 2"x4" TOP PLATE 11/2TR�G fP BOARDBRACE AT FILLED CELL REFER TO ELEVATIONS FOR FINISH JOINT 1N PLYWOOD TO BE AT LEAST 1'-0" BELOW OR ABOVE REFER TO ELEVATIONS FOR FINISH DBL. 2x12 BEAM w/ ENDWALL PLATE. USE 2"x4" BLOCKING FLAT WAY5 AT JOINT. 1/2" FLITCH PLATE 7/I6" 45B SHEATHING POCKET INTO 2X4 WALL OR 2"x4" 5TUD5 0 ib' O.G. (1) PG CAP5 0 BEAM TO P05T P.T. P05T (5EE FLOOR PLAN FOR "— 1/2" DRYWALL SIZE, LOCATION 4 FIN15H) Ile —10r-= . • GARAGE DOOR CABLE ENDWALL CABLE ENDLUALL DETAIL UJ/ Fi At"'llED � TfRACK 1*IOUNT DETAIL DETAIL AT 1=fRAt**'1E WALL DROFFED HEADER OFENINC � N.T.S. SCALE. 3/4" = 1'-0" 5CALE: 3/4 I O V1 (1)5P4 EVERY OTHER STUD W/ 10-10d NAILS LSTA15 o `--� � TOP � BOTTOM o WALL STUDS 4 HEADER SEE 5-2 5HEET5 FOR TRU55 PLANS DOUBLE TOP PLATE BOTTOM OF HEADER AND CONNECTOR SCHEDULE SEE "5-2" SHEETS FOR TRUSS PLANS AND CONNECTOR SCHEDULE 7 W HEADER DOUBLE TOP PLATE (2) 2x12 W/ I/2" GDX FLITCH 7/Ib" 05B OR COX PLYWOOD EXTERIOR 5HEATHIN6 NAILED O W/ IOd GALV. 0 3" O.C. EDGES O AND 12" O.G. FIELD 2x4 5YP OR #2 SPF 0 Ib" O.G. -- — — — — W1(1) 5P4 EVERY OTHER STUD HEADER 5TUD5 I 0 TOP AND BOTTOM TYP. (USE 5Pb's FOR 2x6 5TUD5 8 WALL 5TUD5 2x4 P.T. WALL STUD W/ (3) I/2 (USE 5P6 s FOR 2x6 STUDS ff 5P8's FOR 2x8 5TUD5 !N LIEU „ yj Q SPSs FOR 2x8 STUDS IN LIEU 0 16" O.G. DIA. ANCHOR BOLTS TO BLOCK OF 5P4's FOR 2x4 5TU05) STUDS > OF 5P4's FOR 2x4 STUDS) FULL LENGTH I WALL STUDS - - - - 1/2" DIA. x 8" ANCHOR BOLTS - - EMBED b" MIN. W/ 2"x2"xl/8" l WASHERS, LOCATED WITHIN NO CONNECTORS REQ'D 6" OF EACH END AND 24" 77\ �[ Ii - - —Q - - drawn by: O.G. MAX. ELSEWHERE I (Y I _ `4 — — — — — (I) 5P4 ®BOTTOM OF EVERY _ checked 4: GP OTHER STUD t HEADER STUDS 2x #2 5PF (2" LARGER THAN RAFTERS) 1/2" DIA. x 8" ANCHOR BOLT y - - - _ Q` w/ (3) Ibd FOR 2X6, (4) I6d FOR 2X8, date: 2 OR EXPAN51ON ANCHOR w/ �� �� (5) I6d FOR 2XIO, (b)lbd FOR 2X12 3/I102 21THIN 6" F EACH LOCATED �}' J� JKK1 CjgNE Sheet 24"x3b" FULL 5GALE 2x4 P.T. BOTTOM PLATE WITHIN b" OF EACH CORNER SGaIe: II"Xi7° HALF SALE COMPOSITE LINTEL, PRECAST LINTEL, 2x #2 5YP RAFTER w/ SIMP50N IENGINEERING OR SITE CAST CONCRETE ANCHOR BOLTS 0 32" O.G. MIN. 4 32 O.G. MAX. ELSE WHERE A34 0 RIDGE BOARD 4 PLATE (407) 774-9003 FAX: (407) 774-8477 ROOF 4 FRAMING DETAILS P.O, BOX 161613 ALTAMONTE SPRINGS, FL 32716 2X RIDGE (2" LARGER THAN RAFTERS) THOMAS J. ANDERSON PE# 47819 K� E E W A L L EXTERIOR T O MIA SON FR� GOMPOR5151TE LINTEL, CAST CONCRETE INTEL, � WALL 2x4 P.T. BOTTOM PLATEV A L L E� F RA t I I NG DETAIL THIS STRUCTURE HAS BEEN DEGNED ET N.r.s. EXTERIOR FRA}�.1 E D W,`'+`L L 4 OPENINGTHE 120 3 SECOND GUSTS ST IWIND LOADEREQ� REMENE SD N.T.S. N.T.5. Maria Virginia Caparros, P.E. OF THE FLORIDA BUILDING CODE 2001 EDITION, Flori a License # 53989 CD31 'JAN 21 2003 Q T REV. DATE PRE-ENGINEERED ROOF TRU55 PRE-ENGINEERED FLOOR J015T SEE "5-2" SHEETS FOR TRU55 PLANS SEE "5-2" 5HEET5 FOR TRU55 PLANS (1) MT516 OR E0UIV. 5P4 W/ 10-I0d NAILS W/ (4) TAPGONS ® EVERY OTHER 43/1611 X 2-1/2" ® 2" 0/0 MIN. WALL E —LINTEL 0 112" EXP. ANGHOR x 8" LONG a w Aa 1~ z oa oho GABLE END TRU55 a w F o DOUBLE TOP PLATE I 1 I6JED ^ II�TEL S + ,`-I'-�`I DETAIL w��ap�p�" cost (1) H3 a EAGH FLOOR JOIST F O fR FRO OF T fRU S 5 I O L I M E^ � W A�� (1) MT512 a EACH ROOF TRU55 7 TO TOP PLATE, USE 8-Sd NAILS (UNLE55 NOTED OTHERWI5E) N.T.S. 4- I u'xA U0W PL• TO TOP PLATE, USE } IOd NAILS (UNLESS NOTED OTHERWISE) Ibd COMMON OR (2) 2xb PT TOP PLATE w a z z �o o GUN NAILS 3" 0/6 12" EXTENDED 13EYOND WALL STUDS OPENING. o 16 O.G. (b FT MAX. OPENING) w a o po u �O d FILLED CELLS c0 EA. 51DE OF WINDOW OPENING ROOF 1 NEERED � 1/2 DIA. x 8 ANCHOR BOLT (5EE FLOOR PLAN) ROOF TRU55 .� 0J W G.MU. WALL ''-4 OR EXPAN51ON ANCHOR w/ 2"x2NI/8" WA5HER5 LOCATED q co r- WITHIN 6" OF EACH CORNER (VERTIGAL) • O 4 32" O.G. MAX. U.N.O. ,�t ,. N�r?J CJ I,,.I ,L�; T �4 11,,. 2x P.T. FRAMING 1-4 w �+ ANCHORED TO G.M.U. WALL � .. � L L iI N LIEU OF i„I A 5 ON fi�*r LINTEL !;a- F '_�. Uj W/ 3/16" x 3" TAPGON5 W o cn � GOMP051TE LINTEL PRECAST LINTEL 5P4 0 BOTTOM OF 2x4 P.T. BOTTOM PLATE 4" O.G. MAX. Z 44 � EVERY OTHER NT5 TEXTURED GEMENTITIOUS OR 51TE CAST CONCRETE WALL STUD F�I FIN15H (Y ,14.4 I!2" P.T. PLYWOOD 1/2" P.T. PLYWOOD � d' IN-I-IO �O�I�-�I�''�I,�M �.U�.� D-I-I� OVER 2x P.T. FRAMING (HO T O�/ER 2x P.T. FRAMING •�4 w N 5d NAIL5 ®6 O.G. MIN. 2x P.T. F IN E-+ E. M EACH SIDE OF JOINT = � m ® 12 O.G. W/ 12d FRAMING - 8 MIN. N.T.S. (12" O.G. TYP) ABOVE FINI5HED GRADE Z ;:� O CANTILEVEfRED COLUt IN DETAIL p a N.T.S. DOUBLE 2x4 TOP PLATE z o 11 1/4" VIA. FLUE W/, 2" MIN. CLEARANCE BETWEEN FLUE AND FRAME PRE -MANUFACTURED 5P4 W/ 10-10d NAILS CHIMNEY GAP GALVANIZED FLA5HIN6 ® EVERY OTHER PER MANUFACTURER'S SPEC.'S WALL STUD WALL 5TUD5 (I) 5PI EVERY OTHER STUD 1/16" 05.5. OR G.D.X. ROOF SHEATHING 7/16" O.S.B. OR G.D.X. GABLE SHEATHIN6 TOP OF CHIMNEY SHALL BE A MINIMUM W/ 5d RIN6 SHANK NAILS O 4" O.G. 2x4 BLOGKING 0 45" O.G. MAX 2x4 BLOCKING ® 48" O.G. MAX OF 2'-0" ABOVE A POINT WITHIN 10'-0" ON ED6E5 AND 12" O.G. IN FIELD 2x4 BOTTOM PLATE CONTINUOUS TO END OF GABLE FIRST 2 TRU55 BAYS of THE NEAREST ROOF USE 4-12d NAILS AT CONNECTIONS USE 4-12d NAILS AT CONNECTIONS T 2X4 #2 SYP ® 16" 0/0 2X4 FRAMED GRtGKET W/ GALVANIZED FLA5HING 2x4 TOP PLATE — — — — — — — — — — — — — — — — — — TRUSSES + + (1)L5TA30 W/ 22-10d NAILS a 24" O.G. ►"'� ® EVERY OTHER WALL STUD — — — — — — — — — — — — — — — — — — — (TYPICAL) + ~ (4) Ibd COMMONS NAILED C;d W VAULTED TRU95E5 a EACH END WALL STUDS 2xb OR 2x8 5TU2x D5 ® 24" O.G. GYP BOARD ® 24" O.G. (TYPIGAL) 6ALV. FLA5HIN6 + ® 16" O.G. FRAMED UP TO ROOF DECK 2x4 FIRE BLOCKING � + (2) Ibd COMMONS END NAILED W/ (I) 5% OR 5P8 ON EVERY OTHER STUD NAIL 2-Ibd EA. 2x4 BLOCK � TO VERTICAL 2X4'5 ® TOP AND BOTTOM FOR 2xb WALLS USE + + 7/I6" 0.5.B. OR G.D.X. SHEATHING „ 2x4 STUDS a 24" O.G. + W/ Sd RING SHANK NAIL5 a 4" O.G. (MATCH VAULT) r + + ON E06E5 AND 12" O.G. IN FIELD ;i 2xb OR 2x8 P.T. PLATE CONT. W/ 1/2" ANCHOR BOLT5 + _ -- 2X4 #2 5YP. BLOGKIN6 0 32" O.G. W/ 4" EM13ED U.N.O. W/ 2"x2"xI/8" WASHERS + REFER TO ELEVATIONS FOR FINISH !1 LINTEL BLOCK W/ 2 #5 DIA. RODS CONT. NAIL AS SHOWN W/ IOd NAILS 1/2" VIA. x 8" ANCHOR BOLT OR EXPAN51ON ANCHOR W/ EXTERIOR INTERIOR 2"x2"Alb" WA5HER5 LOCATED FIRE PLACE CH ItlNE � DETAIL WITHIN 6" OF EACH CORNER drawn by.. _ 8 32" O.G. MAX. U.N.O. JL E X T E fR I O f' 5 A L I_ OON F f RA1" I I NG ON N.T.S. checked by: GP 51P4 a BOTTOM OF 2x4 P.T. BOTTOM PLATE M A 6 ON fRY W A L L) 5 E t W E E N 1 f;RU &,5 E S date: 3/ I /02 GOMP051TE LINTEL, PRECAST LINTEL, EVERY OTHER OR 517E GA5T CONCRETE WALL STUD VKKICANE SCALE: 3/4" = I'-o" Sheet 24"x36" FULL SCALE Scale: II xl7 HALF SCALE ij'''��II �'I y 9003 FAX: (407) 774-8477 ROOF R FRAMING DETAILS INTEIRIOfR LOAD-5EAIRI ` G FRAME WALL ` 1 S NDER ONTE SPRINGS, FL 32718 S J. ANDERSON PEA 47819 LOAD-5EAiRINCH FfRAME KNEE -WALL. A50VE THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED N.T.S. THE 120 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS Maria Virginia Caparros, P.E. OF THE FLORIDA BUILDING CODE 2001 EDITION. CD4 Florida License # 53989 'JAN g 12003 C. TRUCTURAL GENERAL NOT 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. ''l//if1LTl�lIMIII 1. f'c PRECAST = 4,000 PSI 2. rc 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 8-20 S L-X 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 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" 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 1 11400 L-6 5-10" 4'-6" 1934 2988 5144 6732 8323 9916 10127 1934 2988 5263 9584 10127 10127 10127 w q a L-7 L-8 6'-6" 70-6" 5'-2" 6'-2" 1624 1305 2416 1877 4016 2964 6609 4511 8331 5797 8820 6906 8820 7391 1624 1305 2416 1877 4016 2964 6609 4511 8820 6888 8820 7391 8820 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 Uj W L-17 15'-4" 14'-0" 440 700 1300 1900 2300 2720 3160 480 1000 1460 1900 2300 2700 3420 N a- L-18 L-19 17'-4" 19'-4" 16'-0" 18'-0" 320 250 600 420 1000 660 1500 1060 1800 1500 2300 1900 2640 2300 320 250 800 640 1240 920 1500 1360 1800 1500 2300 1900 2640 2300 L-21 21'-4" 20'-0" 190 340 620 960 1400 1800 2200 210 560 820 1120 1400 1800 2200 22'-0" 20'-B" 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 Field Rebar qty. and size at top & bottom Nominal Width ( 0 = 1 #5 Top, 01 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 .... Ell 8 El 8-8UL 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 "B" Steel 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 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 8-14'SR5 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 121105 17102 17102 17102 17102 F- vM-3 4'-4" 3'-0" 2'-8" 1632 4988 11089 15204 15204 15204 15204 w aq: 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 9'-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" 21'-4" to 24'-0" 2 - #3 2 - #3 2 - 7/160 STRAND 2 - 7/160 STRAND and 2-#4 Steel 4" "B" Steel f` Y. 7 5/1 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 GARA(3E DOORS PRECAST LINTEL (81X8," FILLED) PRECAST LINTEL (8'Xl&' COMPOSITE) Total Allowable Superimposed Load - Pounds per Linear Foot Mark No. Clear Span Lintel 51ze Filled (1) #5 8"x8" Filled (2) #5 8"xa" Filled (1) #5 T 4 B Filled (1) #5 T (2) #5 B Filled (2) #5 T 4 B B G D E L-I 1'-6" 2'-10" 1845 L3122 12314 125q► 12867 L-2 2'-2" 3'-6" 5413 5604 5458 8660 8811 L-3 2'-8" 4'-0" 4383 4556 6568 1023 ilia L-4 3'-2" 4'-6" 3686 3811 5112 54102 6035 L-5 4'-0" 5'-4" 2g06 5010 4546 464q 4755 L-6 4'-6" 5'-10" 2511 266"1 4028 4120 4212 L-7 5'-2" 61-6" 2161 2245 5352 3460 353a L-8 6'-2" 1'-6" 1&65 Ig32 2g08 2,5115 5042 L-q 7'-0" a'-4" 1636 16% 2545 2601 2666 L-10 8'-011 01'-4" 1425 1416 2215 2261 23lq L-11 q'-2" 10'-6" 1236 1251 Igla Ig36 200cl L-12 10'-0" 11'-411 1125 1110 114q 17g0 1832 L-15 II'-2" 12'-6" 1004 1042 1554 15gl 1628 L-14 12'-O" 13'-4" q31 q33 1438 1413 1501 L-15 12'-8" 14'-0" '783 784 1356 13aq 1421 L-16 13'-'4' 14 -8' '760 165 13g5 1446 092 L-11 14'-0' 15'-4' "1 661 1326 M6 1457 L-18 16'-0' 111-W 521 529 1153 IIg1 1250 L-1q 161-0' W-4' 406 408 1014 1057 1104 L 20 161-8' 20'-0" 316 31'i' q80 1011 1065 L-21 20'-0" 21'-44 302 am 880 419 454 L-22 22 -6' 24'-0" 2" 29q 140 115 801 NOTE: Bold numbers represent precast lintels prestressed using (2) 7/I6" Diameter Prestressing Strands. DOORS PRECAST LINTEL (8"Xro" FILLED) PRECAST LINTEL (8"X14' COMPOSITE) Total Allowable Superimposed Load - Pounds per Linear Foot Mark No. Clear Span Lintel Size Filled (1) #5 8"xb" Filled (2) #5 6"xb" Filled (1) #5 T 4 B Filled (1) #5 T (2) #5 B Filled (2) #5 T 4 B B G D E M-2 2'-8" 4'-011 1523 N.R. 6650 N.R. N.R. M-4 3'-8" 4'-8" 1203 N.R. 3525 N.R. N.R. M-5 4'-8" 5'-8" 584 N.R. 4120 N.R. N.R. M-8 (o'-8" 1'-8" 510 N.R. 2315 N.R N.R M-q 8'-4" q'-8" 500 N.R. 1145 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 STRAN S ASTM A416 7-WIRE 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 'A' BAR FIGURE NO. 1 2500 PSI GONG. FILL (CONGRETe PLACED IN FIELD) STD 100' NOOK a EACH END OF STIRRUP MV2 1/2' LES EXTENSION PAST SEND. (rYP) 'i .•• TOP LES BAR. y 1 3/8' BAR. EACH LEG " 4• • 1 1/52' STIRRUPS a 4'-0' G-G ...: • • • (TIED OR MELDED) BOTTOM STEEL - SEE SCHEDULE ------ 'A' BAR 6, �, NOTE, 1. MINIMUM COVERAGE OF STEEL - 15' 1,6Z0' MK 2. CONCRETE STRENGTH AT RELEASE - 3500 PSI TYPICAL LINTEL SECTION PRECAST CONCRETE XAS FUSS FIGURE NO. 3 _ BAR GONTINUOt I COMPOSITE LINTEL SECTION X" IM CONCRETE BLOCK "KNOCK -OUT' COURSE (F' M - 1250 PSI) CELLS AND 1P LINTEL FILLED MVWWAMTE PLACED IN FIELD (2500 PSIJ V LMTELS AS SHOWN IN FIGURES NO. I OR NO. 2 (1) •S BAR CONTINUOUS FIGURE N0. 2 2500 P51 CONC. FILL (CONCRETE PLACED IN FIELD) STD 180' HOOK • EACH END of STIRRUP W/2 1/2' LEG EXTENSION PAST BEND. (TYP) •• • , • 1 SW BAR. EACH LEG 1 1/02' STIRRUPS (POSITIONERS) AT �„I, 1 . •! .• a; 1 4'-0' GC AND AT 6' WITHIN 2 FEET Yi 1 1 OF ENDS (TIED OR WELDED) n 1 1 BOTTOM STEEL - SEE SCHEDULE 1 -- - -- A' BAR 1/I6' PRESTRESSED STRAND 116' Ta' NOTE, 'A' BAR MK Mpl 1. MINIMUM COVERAGe OF STEEL - 15' 2, CONCRETE STRENGTH AT RELEASE - 3500 PSI S. STRAND FOR PRESTRESSING TENDONS- ASTM A416 4. MINIMUM PRESTRESS FORCE PRIOR TO LOSSES - 0-W TOTAL TYPICAL LINTEL 5ECTION PRECAST W 1 PRESTRESS REIIWORCEMENT xAMi ILTa N.R. = NOT RATED '11;` 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: rm 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. MarlaXV&ia Caparros, P License # 53989 JAN 21 2003 ENGINEERING (401)114-9003 FAX, (401)'114-9411 P.O.15OX 161613 ALTAMONTE SIMMOS, FL 31116 TMOM48 J. ANDERSON FW 419M REV.1 DATE aZ0 Mw z O}'�p•p 0 0 a�th�atE"�.V o �zc a a � %0MM 0 moo o Nz a z Ho U A W& j U "'"'M �2 co d( d+ � N co • AcoN O � ra zPL4v� o W 0Un� C, N OZ 0 HW CO W.ZC'0 zoo "Itto E„1 slaw Z x a w w drawn by: _ checked by. Gp date: 3/1/02 scale: NONE LINTEL 5HEOULE 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. _ _ __ I C v I L S • JAN 212003 1 got' GQ i cP�up�e::ORIP Coves Vmv*%�OT CJ .rE kr LAjOR F RM,TVrA �PERiufll CONC! rl, L.r �� FC K AND B0p- -st- TO ICr,TY (U O Al ( Af Jr NHS FEZ"�r nil=` NAI_; .'Ir1E 2 ,v! iIJ IF�f THL ..fI !Cii r r_r� �tr PERAAIT#1 V14 •�oo�