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HomeMy WebLinkAbout129 Calabria Springs Cove 03-08 New SFHPERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER me ELECTRICAL CONTRACTOR T MECHANICAL CONTRACTOR PLUMBING CONTRACTORn- MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR...; PERMIT NUMBER FEE SUBDIVISION PERMIT # ma PERMIT DESCRIPTIO1 PERMIT VALUATION SQUARE FOOTAGE DATE I /oslaas 0 P. e I TRADITION I l -A I k- A Z_j -.A A I L� 215 NORTH WESTMONTE DRIVE DESIGN NOTES: AT TAMONTE SPRINGS, FL 32714 tA-n7) q-qQ-A I I A BASK WIND SPEED = 100 M.P.H. (FASTEST MILE) 120 M.P.H. (3 SECOND C-U5T) WIND IMPORTANCE FACTOR = 1.0 j WIND EXPOSURE CATEGORY = B ENCLOSED STRUCTURE: APPLICABLE INTERNAL PRESSURE COEFFICIENT = 0.18 (INCLUDED IN DESIGN WIND LOAD) DESIGN WIND LOADS - WALLS = +22 , -IS PSF - ROOFS = +20 , -20 PSF (-30 P51' AT OVERHANGS) STRUCTURAL LIVE LOADS - FLOORS = 40 LIIVE/ 10 DEAD P5F - ROOF = +23/ -25 PSF - OVERHANGS = +-23/ -55 PSF 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 1606) 1.2 Building Code Requirements for Reinforced Concrete (AGI 318-15) 1.5 American Society of Civil Engineers Minimum Design Loads for Buildings and Other Structures (A5CE 7-q5). 2) CONCRETE: 2.1 Concrete Compressive Strength at 2b days: 2.1.1 Precast with standard reinforcement - 5,500 PSI 2.1.2 Precast with prestress reinforcement - 5,000 PSI 2.1.5 Concrete fill (placed in field) - Z,500 PSI 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 A5TM A416 7-Wire 2.4 Detail Reinforcement In Accordance with AGI 515 2.5 Concreting Operations Shall Comply with AGI Standards 5) MA50NRY: 5.1 Design and Construction Shall Conform to the Specification of the National Concrete Masonry Association and AGI 550 5.2 Minimum Masonry Unit Strength: I'm 1,250 PSI 5.3 Mortar Shall be Type 5 QUALITY VALUE 4) WOOD: 4.1 Wood Products Promotion Council 4.2 All Structural Wood Members Shall Have a Controlled Fiber Stress Grade of at Least 1200 P51 (Fb) 1. ALL PLANS ARE GENERATED WITH THE AID OF COMPUTER AIDED DRAFTING 6�rSTEM. 2. DIMENSIONS AND NOTATIONS ON PLANS HAVE PREFERENCE OVER GRAPHIC DEPICTIONS AND SHOULD SE UTILIZED TO SETTLE AN'i' DISCREPANCIES - ANY DISCREPANCIES FOUND SHOULD SE FORWARDED TO THE PLANNING AND DESIGN DEPARTMENT OF BEAZER HOMES, INC. 3. PLANS ARE GENERATED FROM A COMMON GRAPHIC DATA - SASE WITH 1" IODiFIGATIONS AS REQUiRED TO ADAPT PLANS TO LOCAL SUILDiNG CONDITIONS AND SPECS FOR EACH LOCALITY. GENEfR L CONeTf;;;�UCTION TION"-, 1. THIS STRUCTURE HAS SEEN DESIGNED TO MEET OR EXCEED THE 120 M.P.H. (3 SEC. GUST) WIND LOAD REaUIREMENT5 OF THE FLORIDA BUILDING CODE 2001 EDITION. 2. PRESUMPTIVE 501L PRESSURE 15 2000 LSS/SF. 3. ALL HOUSE SLABS TO 8E 2500 PSI CONCRETE MINIMUM AND ALL GARAGE SLABS TO BE 2500 PSI CONCRETE MINIMUM UNLESS NOTED OTHERWISE. TABLE OF CONTENTS SHEET DE50R1 PTI ON C5-1.0 COVER SHEET 5-1.0 FOUNDATION PLAN A-1.0 FLOOR PLAN A-2.0 EXTERIOR ELEVATIONS 5-2.0 ROOF TRU55 PLANS A-3.0 INTERIOR 8 CABINET ELEVATIONI5 E-1.0 ELECTRICAL PLAN (00-51-IEET5) CONSTRUCTION DETAILS AND SPECIFICATIONS 4. TYf=ICAL WALL SECTIONS, FOUNDATION DETAILS, FRAMING DETAILS, ROOF DETAILS, AND ENGINEERING 5PEC11FICATION6 ARE FOUND ON 11,511 AND "CD" SHEETS. 5. TEMPERED CLASS INSTALLED WHERE REOUiRED 5 r CODE. &. ALL CONSTRUCTION SPECIFICATIONS NOT COVERED IN THiS SHEET, OR IN PLAN SETS AND GENERAL SPECIFICATIONS, ARE TO MEET ALL APPLICABLE STATE AND LOCAL BUILDING CODES. FLAN REVISIONS SCHEDULE RE\/ SHEETS AFFECTED DESCRIPTION OF CHANGES DATE 4 tmVKKICANE ENGINEERING (401)114-WO3 FAX (401) 994-04*n P.O. BOX 16160 ALTAMONTE 6PRW&6, FL 32116 Tf- O J. ANDERSON PEA 410M 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. DATE H Er oawa z wxoCn M o�Wa�o 0 ce wra�o°��w o V�WC 00� F4z� x z0oUzzLozCaa� xzz E+ o V C O F, p� o � a W � p� o Cn U � a drawn by: HLJ checked by: GP date: 5/50/02 scale: A5 NOTED co R SHEET CS'l too 4 SEW9 2002 REV. DATE m fV FOUNDATION NOTES: I. SEE FLOOR PLAN FOR FILLED CELL LOCATIONS. 2. ALL INTERIOR DIMENSIONS ARE BASED FROM THE OUTER EDGE OF THE FOUNDATION SLAB. 5. ALL SOIL UNDER SLAB AND FOOTIN65 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 LINTEL5 AND FILLED CELLS SHALL HAVE A MIN. WMPRES51VE STRENGTH 5000 P51 AT 26 DAYS. 1. MORTAR SHALL BE TYPE S. & REINFORCING STEEL SHALL BE MIN. OF GRADE 40. 4. ALL EXTERIOR WALL5 ASSUMED TO BE CMU U.N.O. 10. ALL ANGLES ASSUMED TO BE 45 DEGREES U.N.O. PLUMBING NOTE5: I. WATER HEATER TEMPERATURE d PRESSURE RELIEF VALVE SHALL BE VENTED FULL SIZED TO EXTERIOR OF STRUCTURE. 2. WATER HEATER AT MAIN FLOOR LEVEL OR ABOVE SHALL BE IN A PAN w/ DRAIN TO EXTERIOR OF STRUCTURE. MAX. 5PAC I NG OF FILLED CELLS: USE V-0" HORIZ. 5PAGING - q'-4" CEILING MAX. USE 6-0" HORIZ. 5PAGING - 10'-0" TO 12'-8" CEILING MAX. USE 6-0" HORIZ. 5PAGING - 12'-8" TO IS' CEILING MAX. d ADD LINTEL H/ (1) #5 CONT. ® q'-4" HOT. (+/- V9 FOUNDATION/PLUMBING PLAN 50ALE: 1/4" = 1'-0" e 0 tmVKKICANE ENGINEERING (401)114-WO3 FAX. (401)114-8411 PA. BOX 161613 ALTAMONTE SF"WaS, FL 32116 TWOMA6 J. ANDERSON F'ES 4184 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, to to M qMr�-- o w d' o O W Z 0 N E-4 Z O U) N ay � r cn Fri �Wo� Zoo ko� �►.aw �z O x a x 0 di c`i I E, a � a a� drawn 4' HLJ checked N: CP date: &/30/02 she t 24"46" FULL SCALE 5ca1e: II"xll" HALF SCALE SLAB PLAN 9 2002 P b F LE(5END 5YM50L DESCRIPTION ® 6" GM1 WALL w/ (1) #5 ROD FROM FOOTING UP TO TIE BEAM 2x FRAME WALL 2x INTERIOR BEARING FRAME WALL PLANT SHELF AT V-4" A.F.F. (U.N.0) NOTES: I. ALL EXTERIOR WALLS ARE DESIGNED FOR SHEAR RESISTANCE 2. ALL INTERIOR BEARING 2x FRAME WALL STUDS 16' O.C. AND) 2. ALL INTERIOR NON -LOAD BEARING 2x FRAME WALL 5TU25 24' O.G. (U.N.Oj INTERIOR ELEVATION DETAILS (ELEVATION NO. OVER SHEET NUMBER) HEADER SGHEDULF HEADER NO. DESCRIPTION _I E� DOUBLE 2x12 w/ 1/2' FLITCH PLATE NAILED w/ IOd O 12" O.G. TWO ROWS 5TA66ERED DOUBLE 2x10 w/ 1/2" FLITCH PLATE NAILED w/ IOd O 12" O.G. TWO ROWS STAGGERED DOUBLE 2x6 w/ 1/2" FLITCH PLATE NAILED w/ IOd O 12" O.G. TWO ROWS 5TAGGERED DOUBLE 2x6 w/ 1/2" FLITCH PLATE NAILED w/ IOd a 12" O.G. TWO ROW5 STAGGERED L - NO. (LETTER) PRECAST LINTEL W/ #5 VIA. BAR(5) (SEE LINTEL SCHEDULE "GD-L5") M - NO. (LETTER) REGE55W PRE -CAST LINTEL W/ 05 VIA. BAR(5) (SEE LINTEL SCHEDULE "CD-L5") WINDOW SCHEDULE MA50NRY GON5TRUGTION GALL SIZE WINDOW SIZE GALL SIZE WINDOW SIZE SH 12 Iq I /6"x26" SH 23 31"x36 3/6" SH 13 Iq I/6"x36 3/6' SH 24 31"x50 5/6" SH 14 Iq I/6"x50 5/6" SH 24 + 5 E 31445 516" 5H 14 + 5 A I/6"x55 5/6" SH 25 E 51OX65■ 5H 15 11-1 I/6"x63" 5H 26 E 3 Yxi2" 5H 16 Iq I/8"x"12" 5H Z E 31"x64" 5H 11 Iq 1/6"x64" 5H 46x2b 46"x26" SH 1 H2 26 1 /2"x2b" 5H 4646 4611x36 3/6" 5H I H3 26 1/2"x36 5/6' 5H 4640 46"x50 5/6' 5H 1144 26 I/2"x50 5/6" 5H 4645 E 46"x55 5/6" 5H I H4 + 5 26 1/2'45 5/6" SH 46x63 E 46"x63" 5H I H5 26 1/2"xb3" SH 4bx'12 E 46"02" SH I H6 26 1/2"x-12" 5H 46x64 E 46"x64" 5H I HT 26 1/2"x64" 5H 32 53 I/6"x26" 5H 3Ox26 30 1/2"x26" 5H 33 53 I/6"x36 3/6" SH 3Ox36 30 1/2"x36 3/6" 5H 34 E 53 1/6840 5/6" 5H 3040 30 I/2"x50 5/6" SH 34 + 5 E 53 I/6"x55 5/6" 5H 3Ox55 30 1/2"x55 5/6" 5H 35 E 53 I/6"x63" 514 30x63 E 30 1/2"43" 5H 36 E 53 1/6"x'12" SH 3002 E 30 1/2"x12" 5H 31 E 53 I/6"04" 5H 3004 E 30 1/2"04" 5H 22 51*x2b" 7�Lv NO I E5:: E = INDICATES WINDOW5 THAT MEET E6RESS REOUIREMNETS I. ALL WINDOW ROUGH OPENINGS SHALL BE VERIFIED BY WINDOW CONTRACTOR PRIOR TO CONSTRUCTION. 2. 5UB-CONTRACTORS SHALL VERIFY ALL WINDOW ROUGH OPENINGS WITH GENERAL CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. NOMINAL GALL SIZE - DOORS: 51NGLE, DOUBLE, AND SLIDING WIDTH - FEET ---\ /,/-- HEIGHT - FEET X X X X WIDTH - INCHES —� �\— HEIGHT - INCHES NOTES: 1. ALL INTERIOR DOOR HEIGHTS 6-6" (U.N.0) 2. ALL DOOR ROUGH OPENING5 SHALL BE VERIFIED BY DOOR CONTRACTOR PRIOR TO CONSTRUCTION. 3. 5UB-CONTRACTOR5 SHALL VERIFY ALL DOOR ROUGH OPENING5 WITH GENERAL CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. I CENER,4L NOTES I I. ALL INTERIOR DIMENSIONS ARE BASED FROM THE OUTER EDGE OF THE FOUNDATION SLAB. 2. ALL 501L UNDER SLAB AND FOOTINGS SHALL BE TREATED FOR TERMITES. FINAL EXTERIOR TREATMENT OF BUILDING SHALL BE IN AGGORDANCE WITH THE FBG 2001 EDITION SECTION 1616, 104.2.6, AND 104.2.77. A PERMANENT SIGN OF THE TERMITE TREATMENT AND THE PROVIDER SHALL BE POSTED. 3. ALL REINFORCING STEEL LAPS SHALL BE 40 BAR DIAMETER MIN. 4. CONCRETE FOR SLAB AND FOOTER5 SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 2500 PSI AT 26 DAYS. 5. CONCRETE (GROUT) FOR LINTELS AND FILLED GELL5 SHALL HAVE A MIN. COMPRESSIVE STRENGTH 5000 PSI AT 26 DAYS. 6. MORTAR SHALL BE TYPE S. 1. REINFORGIN6 STEEL SHALL BE MIN. OF GRADE 40. 4 A'D� N c+V +25.16 P5F -2136 P5F +22.00 P5F -I8.00 P5F +25.42 P5F -21b2 P5F +23.12 P5F -2532 P5F I8'-0" +24.35 P5F -26.55 P5F FLOOR PLAN 50ALE: 1/4" = 1'-0" +2431 P5F -31.12 P5F +24.10 P5F -31.16 P5F III -OR SOUAR FOOTAOES F I R5T FLOOR 1-124 5.F. -TOTAL L IYINGs 1124 Of. ENTRY 36 S.F. LANAI 150 5.F. GARAGE 422 S.F. TOTAL L MER ROOF 2362 OF. FL 1?1 IMVKKICjqNE ENGINEERING (401) 114-WOO PAX, (401) 114-84T1 PA. BOX *1613 ALTAHMM 6FMtlN A, FL 32116 THOMA6 J. Ai Ip 9tWN PE" 41819 REV. DATE oaw a>+Aw z �wa�o 0 Wo ccq mWA vod� aura Z Z 2 U mm A9A w a o �o d co co r.- CO A co i- W14d� Z Li.^ O w o >n N &.4z�� Way FBI z CO C ✓ Z O c\? W Z a z 0 a D p I E-, a, o � a W � � x a4 drawn by: HLJ checked by: Gp data: &/30/02 shed 24"x3b" FULL SCALE scale: 11 "Al" HALF SCALE FLOOR PLAN 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-,,, I A • 0 " OFF RIDGE VENTS 5HINGLE ROOF TYP. TEXTURED GEMENTITIOUS FINISH LEFT ELEVATION SCALE: I/8" = I'-O" SHINGLE ROOF TYP. El TEXTURED GEMENTITIOUS Ib" WRAP FINISH TYP. RIGHT ELEVATION SCALE: I/8" = I'-O" r 12 6 FP 12 10 -O SRO HT. 3r-- ® LANAI a' '0"E3EA R.I NO HT. _ 6 -8„HEADER HT. r, TEXTURED GEMENTITIOU3 FINISH 0" F I N15H FLOO N SGOREG I" RA15ED in" 50ALE: 1/2" = 1'-0" 1 1/2" RA15ED KE''5TONE I" RAISED GORED RA15ED KEYSTONE / BAND IN6 DETAIL SCALE: I/4" = I'-O" 1 1/2" RAISED KEYSTONE I" RAISED/ 2" BAND II'-0" FL. HT. HALL HT. 12" TYP. EAVES rE 6ABLE5 b" 50ORED BANDING 0" FIN 15H FLOOR REAR ELEVATION 50ALE: I/8" = 1'-0" 6 I TYP FRONT ELEVATION II(:II 50ALE: 1/4" = 1'-0" II- N 1 1 IVVw/ FINISH SEE DETAIL FOR FIN15H & SIZES (WKAf - IV-) q'-4" WALL HT. a'-o" HDR. HT. 0 e [MV991CANE ENGINEERING (401)114-8003 I<AX, (401) 114-8411 PA. OOX 161613 AL.TAMONTE 8f "W06. FL 32116 TNOMAE J. ANDERbON I°EO 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. �o z0 aWa c>~Ov,Ww� [V o�wa�o�o a c��yaaF�� o CQ A E+ 0 Z A'a~ mmA V0d a 040 mmEZzEo-+cti U MEE mm Ex,,pAU 'mp1m co co d4 w10v; CO �CQCO co o � a H �T4 z 0 N ::� c O E-4 Z wx� co �4w r� �Zci� zoo to �� C\2 .,� O a, � CrJ C\2 O w W O cn V 1 drawn by: HLJ checked 4: OP date: 8/30/02 sheet 24"06" FULL 56AL scale: 11 "Al" HALF 50ALE EXTERIOR ELEVATION ELEVATION 2002 1 ti META I6 ® 24" O.G. /11 l--A -- 1 Ai11 ROOD TRUSS PLAN, SCALE: I/4' = 1'-0' NOTES: I. TRUSSES MUST BE CAPABLE OF TRAN5FERRIN6 LATERAL LOADS TO BEARING WALLS. 2. TRU55E5, GIRDERS, AND BEAM TIE DOWN5 TO BE 51ZED PER TRUSS MANUFACTURERS UPLIFT GALGULATION5. ANY QUE5TION5 AS TO THE SIZE, TYPE, OR VALUE OF A NAIL, STRAP OR CLIP 5HOULD BE VERIFIED BY THE 5TR ICTURAL ENGINEER. 3. HEADER 5TUD REQUIREMENT 2 HEADER 5TUD5 (EACH SIDE) I'-b" TO 6-0" 5 ROOF EVOE 4'-•� (-+- 3 HEADER STUDS (EACH 51DE) b'-O" TO 12'-O" 1 4 HEADER STUDS (EACH SIDE) 12'-0" TO 18'-O" 2 HEADER STUDS REQ. (1) FULL LENGTH STUD4' 3 HEADER STUDS REQ. (2) FULL LENGTH 5TUD54 © HEADER STUDS REQ. (2) FULL LENGTH STUDS wv 4-1 4. BEARING WALL NAIL PATTERN: L® — I II. PLYWOOD: (FIELD) USE 8D NAILS ® 12" O/G ®OI 1— �4'OR O.S.B. (EDGE) USE 8D NAILS ®b" OlG O 2. 6YPSUM: (FIELD) USE 5D NAILS ® 10" O/C a ® T (EDGE) NAIL5 1" USE 50 ® 0/G 5, i META 16 ® 24" O.G. 5. ROOF NAILING PATTERN: PLYWD OR 055 ZONE GH/�RT 1 ZONE I - USE 8D COMMON NAILS a q" O/G 2 ZONE 2 - USE 80 COMMON NAILS ® (5" 0/0 3 ZONE 3 - USE 80 COMMON NAILS ® 4" 0/0 6. 1/2" 6YP50M CEILING: USE 5D NAILS ® 1" 0/0 1. 2 1/4" X .131 PNEUMATIC, NAILS MAY 13E USED IN LIEU OF 8D COMMON NAILS. NAILED ® 5" O.G. EDGES 4 ® 10" O.G. FIELD 8. ALL INTERIOR LOAD BEARING WALL5 TO BE 2X4 #2 5PF ®,46" O.G. UP TO 14'-0" HGT. INTERIOR LOAD BEARING WALL5 ABOVE 14'-0" TO BE 2X4 #2 5PF ® 12" O.G. UNLESS OTHERWI5E NOTED. HURRICANE BRAN TIEINTERC.OANGABILITYH FASTENERS# UPLIFT COMPLIANCE MODEL SIMPSON MTS12 (14) 10d 1000 413 (NER) LISP MTW12 (14) 10d 1055 5764 (ICBO) SIMPSON META16 (12) 10d x 1-1/2" 1490 469 (NER) LISP 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) 1Od x 1-1/2" 1520 478 (NER) SIMPSON LSTA12 (10) 10d 755 443 (NER) USP LSTA12 (10) 10d 755 530 (NER) SIMPSON SPi (6) 1Od, (4) 1Od 585 499 (NER) USP SPT22 (4) 1Od, (4) 1Od 595 564 (NER) SIMPSON SP4 (6) 1Od x 1-1/2" 735 499 (NER) USP SPT4 (6) 1Od 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 ABU44 (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 MTT28B (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 QCBO) SIMPSON L50 (6) 1Od 420 443 (NER) USP AC5 (6) 1Od 425 3613 (ICBO) SIMPSON META16 (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 (ICBO) 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) 10d 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) 10d 3965 432 (NER) Am 1) USE (1) MTS12 (OR INTERCHANGABLE TIE) FOR TRUSS TO FRAME WALL NAIL VALUES: OR BEAM CONNECTION UNLESS NOTED OTHERWISE (U.N.O.) 2) USE (1) META22 (OR INTERCHANGABLE TIE) FOR TRUSS TO BLOCK WALL BASE— NATIONAL DESIGN SPECIFICATIONS CONNECTION (U.N.O.) FOR WOOD CONSTRUCTION "NAILS FROM 3 USE HUS26 (OR INTERCHANGEABLE TIE)FOR ALL JOIST HANGER CONECTIONS (UNO) TABLE 8.8c — 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) 10d 125 (1) FILLED CELL REQUIRED WITHIN 4 FT OF GIRDER TRUSSES(<7500LB DOWNLOAD) 16d 149 • — COMPLIANCE REPORT PENDING AUG 5, 2002 — CHANGE.DWO FOR ENGINEERED TRUSS DESIGN AND LAYOUT PLAN REFER TO SHOP DRAWINGS PREPARED BY 5MYTH LUMBER GO. 6363 EDGEWATER DRIVE, ORLANDO, FL. 32810 PHONE (407) 299-1522 FAX(407) 299-9153 imV991CANE 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. H q oE. azorAWwvw pa C#2 lV =4o�o a Chl?jalE." u o Wq� p�aW � V WWw wwa �; EE.,, a� ou W.�,z0V �a aWW���E•,� w =0,t� WZ Wawa oz� !o c0 fi.-4 ►r r-� M O Fw� � o� ^ N � ZO 40 �✓ x w 04 Co P4 .—I a) O Z f: Z 0 '� lid E,,, maw Z M0 W a O ►'7 H cr C\2 � O i � o rn as . a drawn by: HLJ checked by: Gp date: 8130102 II"Xil" HALF 5GALE ROOF TRU55 PLAN l REV. DATE x wzao�w0,4 � PLANT SHELF a a E U .. zo A � w�AE�w� CS w Z�E-4A n[ ca0Ax(o�'+ .4 a aoz -3 I/2" -3 I/2" ❑ ^�- ri A4H p04 q E cb v o0o VAR� IES r 5EE PLAN loFIF Q LA3�-0. 7. — — — — so Co -1 4" CMU CURB ' 61-11. 3 1/2" RECE55 W/ MARBLE d; G D >�� A B Cl A3> < A3 A Co o • way, < <A3 A3 cn Z w 4 .. c Wow 0 O N Wz� co - 5REAKFAST/FAMIL)' ROOM 5REAKFAST/5EDROOMS MASTER 5ATH � W a �, ARCH DETAILcn 50ALE: 1/4" = 1'-O" 50ALE: 1/4" = 1'-0" 50ALE: 1/4" = 1'-0" x W 50ALE: 1/4" = 1'-0," F' F+ Co O ZO tf� � E-+ CAI Z O a o � w ! ( '04 y C\2 — — _ _ RECE55�IN WALL I E m NICHE W/ 3" NICHE ELLIPSE SHELF o P� a NICHE W/ 3" ELLIPSE SHELF V-4" 41-O" I'-4" Mw E < > A3 drawn HLJ checked by: c N I C H E@ FOYER date: 5/50/02 50ALE: 1/4" = i'-O" sheet 24"x3b" FULL 5GALE Scale: II"xl7" HALF SCALE INTERIOR 4 MI%- DETAIL5 A 3 0 9 2002 TO IN atm PANS. #W OR •410 ALUM. SEX GABLE PER N.E.G. ® MAIN PSO AMP OR ZOO AMP IMW MAIN DISC. SWITCH PM NF.G. APZWRED ►O 6ROW PER N.E.G. ELEGTRI GAL RISER NOTE: I. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY w/ APPLICABLE PROVISIONS OF THE NATIONAL. ELEC. COD, LOCAL CODES, 4 THE LOCAL PONER CO. ELECTRICAL PLAN 50&r:: 1/4" = 1'-0" TZI r 0 REV. DATE H A 0H oc�wa z azoww°4 z o�"waco 0 z O ..� o �y+A7yUwOm4i.Ew., CQ WP o�oz ca a w zzoo w.Hoz w aw�ww rnaaww�oz� �UWCo d o O O d� � � M ACo r. O w Z C.)O�� 0 i! 0 �+ w= '.4 co = Z O O do E-4 maw �z x a Z o w F m �J' 1 O cn V 1 v drawn b�' HLJ checked by: Gp date: 8/30/02 sheet 24"x3b" FULL SCALE scale: I I "Al" HALF 50ALE ELECRTI(AL PLAN 0 REV. DATE WALL BEYOND — 3 1/2" CONCRETE 5LA13 (MIN. 2500 P.S.I) W/ bxb 10/10 WIRE MESH (OR W/ FIBER MESH) 3 112" CONCRETE SLAB (MIN. 2500 P.5.1) W/ ROOF 5HIN6LE5: (1) MEETS AN51/ UL 7q0, GLASS A, A5TM 03462, EXPANSION JOINT OVER b-MIL VAPOR BARRIER bx6 10/10 WIRE MESH (OR W/ FIBER MESH) 3 1/2" CONCRETE SLAB (MIN. 2500 P.5.1.) W/ UL 997/ A5TM 03161 DRIVEWAY 3" (5EE FOUNDATION PLAN FOR SLOPE) OVER 6-MIL VAPOR BARRIER OPTIONAL 2x4 bxb 10/10 WIRE MESH (OR W/ FIBER MESH) 6 OVER -MIL VAPOR BARRIER COMP. SHINGLES OVER 15# FELT (2) SECURED w/ (4) NAILS EA. (3) MEETS UL R2453 PROGRAM SLOPE TO R/W L (SEE FOUNDATION PLAN FOR SLOPE) NON -BEARING WALL TYP. (SEE FOUNDATION (FELT: A5TM D 228 TYPE 1) " i PLAN FOR SLOPE) ON 7/I6 055 OR COX SHEATHING 26 6A. GALV. FLASHING: (1) G-90 GALV. COATING �y _� .:.e--•-...- m 1 " "- 3:: is "�' _ - - -`' '� 3" PRE-EN61NEERED TRU55 ® 2411 O.G. W/ (1) META22 ® EA. TRU55 U.N.O. (2) MEETS A5TM A521 (3) REGULAR POLYESTER �.., E a o f ; - e., r�—�— ° . e / .il r, "5-2" (4) I.O/ 0.5 MILL. w/ PRIMER o pC w x z x w w - - J �- T- T 8" WIDE GONG. CURB 3� -� - _ _ - - - - L(j � �- TT" - a' -JIF� I 1 - - T� '' (SEE SHEETS FOR TRU55 PLANS) SEE ELEV. PITCH (5) MIN. THICKNESS O.OIBI IN. (6) CHROMATE TREATMENT z o vs w E W E W N - z 0 2 a go 0 8„ GLEAN GOMPAGTED TERMITE TREATED FILL 8" GLEAN COMPACTED Q• 0 w z 0 w z 8"x8" THICKENED EDGE W/ 1 #5 BAR GONT. GLEAN COMPACTED „ „ 8" 8 x8 THICKENED EDGE TERMITE TREATED FILL W/ 1 #5 BAR GONT. ALUM. DRIP � `d w C4 8"x8" THICKENED EDGE TERMITE TREATED FILL BEARING HT. w ra z w R a w A w :-" W/ 1 #5 BAR GONT. SEE ELEVATION �, � c z DOOR RECESS C OFFSET THICKENED EDGE DETAIL TICGN=D EDGE FASCIA -30 INSULATION VGARAGE 2" GYP BOARD a � En aNa;zzo 0 D FOOTING DETAIL AT C�>�1fi�AGE DOOM � 5EE a• LINTEL BLOCK vv/ 1 #5 ROD a�w Wcd 4 U a CD SCALE: 3/4" = I'-O" SCALE: 3/4" = I'-O" 2X4 OR 2X6 SUB ELEVATIONOIL FASCIA [--�r w w w R w ,_., w0,�oz CD SCALE: 3/4" = I'-0" SEE ELEVATION x w 43 0 E" VENT. ALUM. PRECAST HEADER W/ 1 #5 ROD SOFFIT 2x4 STUDS 0 I6"O.C. #2KD 5.P.F. MIN. 2x4 5TUD5 ® Ib"O.G. #2KD S.P.F. MIN. c0 mill,STUD/ 2x4 P.T. BOTTOM PLATE W/ 2x4 DBL TOP PLATE WINDOW (SEE FLOOR PLAN FOR SIZE 4 LOCATION) .� 1/2" DIA. x S" ANCHOR BOLT, TO SP4 ® 2x4 P.T. BOTTOM PLATE W/ 2x4 DBL TOP PLATE SEE ELVATIDN I u ll GONG. FILLED CELLS W/ OR EXPAN51ON ANGHOR w/ 2"x2"xi/8" WASHERS LOCATED EVERY OTHER STUD 1/2 VIA. x e,ANCHOR BOLT TO STUD/ 5P4 ® OR EXPANSION ANCHOR w/ EVERY OTHER STUD FOR FINISH I # 5 BAR VERTICAL WITHIN b" OF EACH CORNER 2"x2"xl/5" WASHERS LOCATED 0­4 co 4 32" O.G. MAX. ELSE WHERE WITHIN 6" OF EACH CORNER Q �- #5 DOWEL W/ 12" HOOK 4 25" LAP MIN. 111 ';; 3 I/2" CONCRETE SLAB (MIN. 2500 P.S.I) W/. 3 1/2 CONCRETE 5LA13 4 32" O.G. MAX. ELSE WHERE MARBLE SILL • 0 l' bxb 10/10 WIRE MESH (OR W/ FIBER MESH) (MIN. 2500 P.5.1 a Wl bx6 10/10 BOTTOM PLATE TO STUD/ 3 I/2" CONCRETE SLAB BOTTOM PLATE TO STUD/ a OVER 6-MIL VAPOR BARRIER t�1 � a (SEE FOUNDATION PLAN FOR SLOPE} W1RE MESH (OR W/ FIBERME5H) 5P4 ® EVERY OTHER 5TUD (MIN. 2500 P.5.1) W/ bxb 10/10 SP4 ®EVERY OTHER STUD WIRE MESH (OR W/ FIBERMESH) PRECAST SILL R-4.2 FOIL � 0 Q U� FINISHED GRADE ,'� OVER b-MIL VAPOR BARRIER OVER 6-MIL VAPOR BARRIER VARIESQ) A ll (SEE FOUNDATION PLAN FOR SLOPE} l #5 BAR VERTICAL IN GONG. FILLED CELL FROM •' !/2" GYP BOARD OVER 3/4" P.T. FURRING O E-, Z CIO 0_4 tf 1 ' ...� 3 :: An - - . _a_ -.: a . ° . ' e . �•-,, - _ :: �, e ,,;� - - --� - 3 :: I SLAB ® EACH DOWN CELL. :I i FLOOR 8:: G.M.U. • cn .-I ►►- �+- s• - -� I I I i 3v- - �- - = -�► °(5EE — —° . , . ��Tl I PLAN FOR FILLED CELL LOG) .4" E.., M—r MAX. AlG GHA #40 PVG MIN.)714N T I _ I - l�� r .�•��k­A7_�' I' _ ip a'i �� ',THROUGH 3 I/2" CONCRETE 5LAB (MIN. 2500 P.5.1.) W/ L. VM✓ Q+C�—' yI(SGHD. FOOli ING5 "x8" GLEAN COMPACTED - _ -I I -i 11 # DOWEL W/ 12 HOOK ;f r 4 25" LAP MIN. bx6 10/10 WIRE MESH (OR W/ FIBER MESH)I'-4" Z O ADD (1) #5 BAR w/ { fi , 4 1: CLEAN COMPACTED 1 4 FILL I6 FOOTER W/ 2 #5 BARS GONT. TERMITE TREATED FILL � I -4 :: 16"AT FOOTER IN/ r. i' I I OVER 6-MIL VAPOR BARRIER Rt � � 50" LONG ® A/C CHASE TERMITE TREATED GLEAN COMPACTED 2 #5 BARS GONT. ' H (LAP #5 BAR(5) OVER CHASE 16:: x20:: FOOTER W/ TERMITE TREATED FILL FINISH GRADE - O'-O" FIN. FL. �0-4 W AND CONNECT TO EACH CONT. 2 #5 BARS GONT. O #5 BAR UNDER CHASE) j, • � _ � CUfR5 FOOTING: DETAIL AT G,4RACzE INTERIOR BEARING WALL FTC. DETAIL OFF -SET 5EARING WALL FTC-. DETAIL __ /' a• �_� ��'_t 4_•A a � � C 1m1SCALE: 3/4" = I'-O" SCALE: 5/4" = I'-O" SCALE: 5/4" = C-0" I -4' I6"x20" FOOTER W/ GLEAN COMPACTED TERMITE TREATED FILL z r #5 FTC. W/ (2) 2 #5 BAR GONT. a � 1 1 I -'--3 1/2" GONG.-- PH II I� fr _ #5 REBAR TYP. T�FICAL S° CMU WALL SECTION GONG. FILLED CELLS W/ GD � I # 5 BAR VERTIGAL _ - - - - - - - - 5CALE: 3/4" = P-O" I� 4 _----- ❑ ❑ BENT BAR W/ 25" w O El ❑ I'-0" LAP E.W. TYP OF 2 �- COfRNEfR 5ARDETAIL ' _ ' N.T.S. ❑ ❑ O - GONG. FILLED CELLS W/ I # 5 BAR VERTICAL EXIST. ROOF SYSTEM AND ROOF STRAPPING GONG. LINTEL 2'-0" 8 " O) � L- - #FILLED � / / 100, V mff GMU COLUMN ;;h u �� GMU COLUMN , PRECAST GONG. LINTEL GONG. I ' ' #5 FILLED w/ I #5 BAR #5 DOWEL W/ 12" HOOK 111 '!l DOWEL W/ 12" HOOK III 4 25" LAP MIN. lil lii 3 1/2" CONCRETE SLAB (MIN. 2500 P.5.1.) 4 25" LAP MIN. lii ,n 3 1/2" CONCRETE SLAB (MIN. 2500 P.5.1) W/ DRILL 6" INTO EXIST. LINTEL,/ ' bxb 10/10 WIRE MESH (OR W/ FIBER MESH) 4" bx6 10/10 WIRE MESH (OR W/ FIBER MESH) UP TO I6' (NON -BEARING) USE EPDXY 4 DRIVE #5 4 BEND ,I I, OVER 6-MIL VAPOR BARRIER ' ,n OVER 6-MIL VAPOR BARRIER I #5 IN HEADER. I6' BEARING #5 VERT. 25" LAP REQ'D. ' � ~ SEE ELEVATION FOR FINISH III ,I' (5EE FOUNDATION PLAN FOR SLOPE) SEE ELEVATION FOR FINISH IfI (5EE FOUNDATION PLAN FOR SLOPE) AND IS' USE 2 BARS IN HEADER. I H--1 �pj Gt'4j� AC-zE DOOR NOTES: Ili ill i 1fi � E A D E R DETAIL I I. INSERT DOWELS VERTICAL SPLIT FACE OF BLOCK ® { AND STRAIT WHEN NO WALL - FINISHED GRADE 1{i iIl , I FINISHED GRADE III PRESENT PROP. FILLED (TYP) 1 2. 3/4" HOLE BLOW OR BRUSH 11J �t °Ili ��_.._�I�. Il I,' e'' -� 3�Ii" L - e' II I/i J,a_°ram .�—----�-- a ° e.. _ a - N.T.5. ' I GLEAN I I 3. 2 PART EPDXY -1 r/ °.' e �� / i 4 ' 1 I c a ' - �•II ° _ �� f ' 1- (. # 5 ROD IN FILLED CELL D ENGINEER APPROVED EQUAL O _ , a �,�_� • ' °= e -=-� -� _ TIED TO GONT. ROD IN FOOTER 4 LINTEL ROD \ ' �_�� ° GLEAN COMPACTED . . • III - TI GLEAN COMPACTED ABOVE (10'MIN. HOOK) ' _ - I TERMITE TREATED FILL I I —Tif_ ffT— I — - - - _- - TERMITE TREATED FILL — ll —i!f IT(.T I_ I 1 I I dI aNn by: 2'-0" T, ,— DRILL 6" INTO EXIST. FTC., EPDXYI(ERT.�215 checked by: GP 24"x24"xlb" SPREAD FOOTER 24"x24"xl6" SPREAD FOOTER LAP Qb � II date: H1 3 #5 BARS ® 6" O.C.E.W. W/ 3 #5 BARS ® 6" O.G.E.W. i-�- 311102 VKKICANE sheet 24"06" FULL 5GALE MULTIPLE COLUMN FOOTING DETAIL SINGLE COLUMN FOOTING DETAIL I' 1 �•/ W J"� � O I 1 1 � L � � T %� I L ENGINEERING (407) 774-9003 FAX: (407) 774-8477 501c:11"XIT HALF 5GALE FOUNDATION AND WALL L/ SCALE: 5/4" = I'-O" SCALE: 5/4" = 1'-0" { #5 BAR CONT. P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716 THOMAS J. ANDERSON PE# 47819 DETAILS N.T.5. THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED 'I' I AM S-I- f"� O�N J.� THE 120 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 EDITION. CDt. N.T.S. 9 REV. DATE r—= —_- i (3) 1/2" DIA. ANCHOR BOLT EMBED 4" (MIN) W/ 2"x2"x1/8" WASHERS ,� META22 META22 SPACED EQUALLY. TOP d BOTTOM BOLTS Ii PRE-ENGINEERED TRUSSES PRE-ENGINEERED TR1J55E5 WITHIN 12" OF TOP 4 BOTTOM OF WALL GONCRETE FILLED CELL ii META22 META22 � H q o F opywaWxiW W/ #5 BAR if P.T. 2X's ON MASONRY 2-2X's BELOW TRU55 ,� '•: LINTEL BLOCK W/ LINTEL BLOCK W/ ' (1) # 5 ROD (I) # 5 ROD a FOR REINFORCING SEE h 2X FRAMING W/ 8d NAILS a 16" D.G. PLAN 4 WALL 5EGTION5. 8" CONCRETE BLOCK SEE PLAN 8" GMU ' 3/16" X 3" TAPGON5 n (5) 1/2" DIA. ANCHOR BOLT EMBED ® N MAX. FROM ENDS iMI AND ®8" O/G MAX. It If 11 �_ = • -_ice � c � ,1 F15:Or, , .. ;, 5EE PLAN r i mim ..ANDa mu= 16 •N5 • E a, Ra ` M EM " o a� v E" A •-+ E-+ pz E. En 8" GMU pa I� W 4 0 V Waa2r2=1 VA 014 o z 2l v? o 4" (MINJ W/ 2 x2 xl/8 WA5HER5 q SPACED EQUALLY. TOP 4 BOTTOM BOLTS WITHIN 12 OF TOP 8 BOTTOM OF WALL. ►oI NON —LOAD SEARING � 2x4WALLASSPEC. INPLAN NON —LOAD 5ErARINCB ARCI-IED FRAMED OFENING � II 2x4 P.T. BOTTOM PLATE >"u R,�M D O fi� N f NC T UJ N M S ON fig' S E T WE E N MASONRY' w 1/2" DIA. x 8" ANCHOR BOLT COOR EXPAN51ON ANCHOR w/ NTS NTS CQ CO 2"x2"x11b" WA5HER5 LOCATED WITHIN 6" OF EACH GORNER A d 32" D.G. MAX. ELSE WHERE PRE-ENGINEERED TRUSSES a O LOAD-5EARING FRAME WALL CONNECTION TO M45ONRY WALL DETAIL �I w r l; , 1 11 ; C) � �, N CONTINUOUS 8" GONG. META22 MT512 L - *'- -I BLOGK WALL L �;- J META22 r ,, 1 GONG. FILLED CELLS W/ r 1 x W (7; �r I ;{ I (1) #5 BAR - 25" LAP MIN.I I; I [-� �,,, m INTO PILASTER CELLS 8 L J Q•+' Z � L J TIED BAGK INTO WALL LINTEL �; Z O PRE -CAST GONG. LINTEL ' _ � c HEADER LINTEL BLOCK W/ r � 1 _ � �+-1 r ,� ,__ r � 1 w/ I #5 REBAR (SEE LINTEL 5GHED.) DBL. 2X #2 S.Y.P. >^v I/2" FLITCH (1) # 5 ROD I ;-��- �- I I - (REFER TO HEADER 56HEDULE) L ;i J L 11 J L. J L— J L= -j4- It x 5EE PLAN I it 8" cMu L, J L. J L J (1) HUG HANGER ® EA. END POURED FILL CELL ; } � � 8i� 8"x8" PILASTER IX OR 2X P.T. BUCKS TYP. r -� r T~ IWNDOW OPENING 1I I� PRE CAST GONG. LINTEL 8"x1b" PILASTER w/ I #5 REBAR (SEE LINTEL SGHED) LOAD 5E A R I NG ' 1 E A TD E R TOP OF MASONRY r:...�e + I E-4 car � - _ -- -- CONNECTION TO M, 5ONR%r DF-TAIL LINTEL BLOGK I J W/ (1) #5 BAR ,��� GONG. FILLED CELLS W/ „If (1) #5 BAR - 25" LAP MIN. �I ( NTsINTO PILASTER GELL5 4 i III; 1 TIED BACK INTO WALL LINTEL IX OR 2X P.T. BUCKS TYP. CONTINUOUS _ I I MASONRY WALL ii MA50NRY PILASTER W DOOR OPENING FOR RADIAL FRAMING USE 2X4s ®8 O.G. MAX. 5PAGIN 6 GONG. FILLED CELLS W/ GONG. BLOCK WALL FILLED w/ USE (2) 2X's IN ABSENCE OF LOAD W18d NAILS ON BOTH ENDS CONNECTING I Ii (I) #5 BAR VERTICAL Il I I #5 REBAR CONT. FROM FND. BEARING WOOD OR GONGRETE HEADER ,/I6" 0.5.B. SHEATHING !! TO BOND BEAM O 9- >—P.T.2X'5FOR MA50NRY MA,50 R� FIL 45TFER THE TO MA50NIR*I JALL DETAIL — FOR FOR PERIMETER NAILING ►� INTO 5UB-STRAIGHT WINDOW f I' /� WINDOW r4ND DOOR ANC�IORING FOR MA5ONR�/ FRAME THROUGH 5HEATHIN6 WINDOW OPENING USE bd NAILS ® 12" O.G. USE Sd NAILS 12" D.G. MAX ►►�-� Ham; Q 2X P.T. BUCKS TYP. — - YV 7/Ib" D,5.B. SHEATHING PRE CAST GONG. LINTELCn h---1 N.T.S. I V--, 2X BLOCKING W/ 8d NAILS ® I6" O.G. [--� NOTE: (THESE REQUIREMENTS APPLY WHEN WINDOW/ DOOR MANUFACTURERS FASTENING METHOD 15 NOT 5PEGIFIED) �:: — TRANSITION FROM IX TO 2X P.T. BUCK FOR MA50NRY OPENINGS RADIAL FRAMING FOR W I ND OW5 GONG. BLOCK WALL FILLED w/ 1 #5 REBAR CONT. FROM FND. FT IX BUCKS FOR WINDOWS AND DOORS PT 2X BUCKS FOR WINDOWS AND DOORS TD BOND BEAM (TYP) Q (AL TERNTE) N.T.S. i(od NAILS a 2" O.G. EA. END TYP. 1) NAIL W/ .10q DIA OR HEAVIER POWER NAILS 2X HEADER TO 2X BUCKS I� drawn by: 8" O/G AND 3" MAX. FROM ENDS T(P. WITH 1) INSTALL 3/16" DIAMETER SELF TAPPING GONG. 1) I1 6'-0" MAX. { checked N GP I MIN. EMBEDMENT INTO BLOCK. ANCHORS E16HT (8) INCHES MAX. FROM ENDS TRANSITION FROM IX TO 2X P.T. BUGK FOR MASONRY OPENINGS AND 24 ON CENTER MAX. W1TH 1,'MIN. EMBED. WINDOW OPENING date. 3/I /02 2) FOR FA5TENIN6 WINDOWS AND DOORS TO SUBSTRATE INTO BLOCK. (SEE MANUFACTURERS 5PEGIFIGATION5) (1KKI C�N Shale 24"x36" FULL SCALE 2) FOR FA5TENING WINDOWS AND DOORS TO SUBSTRATE NOTE. (FOR MASONRY OPENINC75 U5E 2X BUCKS) , I I' WINDOW A L T E RN A T E W I N D O W HEADER ENGINEERING G I N E E R I N G II xl7 HALE 5GALE (5EE MANUFACTURERS SPECIFICATIONS) I.) INSTALL 3/I6" DIAMETER SELF TAPPING GONG. I N 5 I D M 5 ON R''I' O' N I NCB' (407) 774-9003 FAX: (407) 774-8477 BOX 181613 ALTAMONTE SPRINGS, FL 32718 THOMAS J. ANDERSON PE# 47819 FOUNDATION AND WALL DETA IL5 ANGHOR5 E16HT (8) INCHES MAX. FROM ENDS AND 24" ON GENTER MAX. WITH I" MIN. EMBED. N.T.S. INTO BLOCK. 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 EDITIO -A- CD2L---- 0 9 2002 V A -7/16" 0.5.13. OR G.D.X. ROOF 5HEATHIN6 1/I6" 0.5.5. OR G.D.X. ROOF 5HEATHIN6 REV. DATE i 5EE ROOF NAILING SCHEDULE 5EE ROOF NAILING 5GHEDULE I PRE-Eh1G1NEERED 2x 15# FELT 4 BLOCKING ®48" O.G. MAX I GABLE TRU55 2x4 BLOGKIN6 ® 46" O.G. MAX I FIR5T 3 TRU55 BAYS FIRST 3 TRU55 BAY5 2x4 DIAGONAL BRACING ® 46" O.G. 2x4 DIA60NAL BRAGIN6 ® 46" O.G. I 1/2" DIA. "J" ANCHOR BOLT 2x4 ® 46" O.G. iN/ A34's ib" MAX. TO 3rd. TRU55 (START DIAL. 2x4 ® 48" O.G. W/ A34's I6° MAX. TO 3rd. TRU55 (5TART DIAG. j ® 32" O.G. MAX. EMBED 4" MIN. CONNECTED TO TRU55 MAX. 2xb GONT. OR BRACIN6 6' FROM END OF TRU55) CONNECTED TO TRU55 MAX. 2xb GONT. OR BRAGIN6 6' FROM END OF TRU55) - - - W/ 2"x2"xi/8" WAEHER5 1/16" O.S.B. 2x4 CONT. U5E 4-12d NAIL5 AT GONNECTIONS DRIP EDGE DRIP EDGE 2x4 GONT. USE 4-12d NAILS AT CONNECTIONS H c a o 5HEATHiNG 2"xb" P.T. PLATE U.N.O. \ - - - - - - - - - - - - - - - -- - - w z c w Ncn ALUM. FACIA TRU55E5 ALUM. FACIA c �' A a o c VENTED SOFFIT 24" O.G. a z a Ibd NAIL5 ® 12" O.G. ( I I -� ►� - -) - VENTED SOFFIT �. �• � (TYPICAL) � o 8"'x8" LINTEL BLOCK 7/16" 0.5.5. OR G.D.X. 6ABLE 5HEATHIN6 A - - - = -- -- „ „ •� x x w o x a 7 16 O.S.B. OR C.D.X. GABLE SHEATHING I i TRUSSES FLASHING ( TIE: BEAM GONG. FILLED W/ 5d RING SHANK NA ®4" O.G. H /W 8d RING SHANK NAILS 0 4" O.C. n "H" E' H E a E-� — w/ 2 #5 DIA. RODS GONT. ON E06E5 AND 12" O.G. IN FIELD / ( i ®24 O G w A w x x i ON EDGES AND 12" O.C. IN FIELD A I A N, (TYPICAL) w � METAib ® - ( I AIRED 4 l/2" APART 2x4 MEMBERS ®24" O.G. NAILED I VAULTED TRU55E5 » i � o c a EK a W/ 25" MIN. LAP 1/2 GYP BOARD 6ABLE END TRU55 REINFORCING 2x4 MEMBERS ® 16 O.C. NAILED I i = d 24" O.G. MAX. TO TRU55 W/ 16d ® 6" O.G. I ® 24" O.G. (TYPICAL) » i o o a -- 2x4 FIRE BLOGKIN6 2x s NAILED TO VERTICAL WEB TO TRUSS W/ 16d 0 6 O.C. USE 2x6 MEMBERS WHEN H > 8 -D » » " - - - - - - - --� - - - - - - w P, pa E 4 0 U J _ _ _ _ _NAIL_2-Ibd E_A. 2x4 BLO_GK _ _ _ _ _ _ w/ Ibd NAIL5 ®6 O.G. USE 2x6 MEMBERS WHEN H > 8 -0 7m a N w W z - 4 I/2° GABLE END TRU55 3-I6d NAIL5 ®EACH p" A� w w z ELEVATION -- OUTSIDE - 2x4 KNEE WALL 24" O.G. TRUSS PER BRACE m w = o M O Ey REFER TO LE - - - - - GABLE END TRUSS w a z FOR FIN15H - .._ Ibd NAILS ®12" O.G. " (2x4 STUD MATCH VAULT) cn 16d NAILS ®12" O.C. ,� — 2xb P.T. PLATE GONT. 3-Ibd NAIL5 ®EACH E- o c) � o cn X W/ 1/2" ANCHOR BOLT5 TRU55 PER BRACE - - METAtb ALON6 GABLE TRU55 ;i 2x6 P'.T. PLATE GONT. W/ 1/2" ANCHOR BOLTS META16 ALONG GABLE TRUSS F; ® 32" O.G. W/ 4" EMBED ® 24" O.G. MAX. W/ 1-IOd NAIL5 ii ® 32" O.G. W/ 4" EMBED U.N.O. W/ 2"x2"xl/8" WASHERS " ii W/ 2 x2 x1/8 WA5HER5 I/2" GYP BOARD ® 24 O.C. MAX. W/ 7-10d NAILS OR 1/4" x 3" 6ALV. LAG BOLT5 ® 16" O.G. ,� X 0R 1/4" x 3" GALV. LAG BOLTS ® 16" O.C. LINTEL BLOCK W/ 2 #5 DIA. R005 GONT. LINTEL BLOCK W/ 2 #5 DIA. RODS CONT, __j REFER TO ELEVATIONS FOR FIN15H REFER TO ELEVATIONS FOR FINISH10 EXI5TING VERTICAL d' 6 TRU55 0E35 '" { O ti-1450NR"r WALL TO 045.E ENDWALL. DETAIL. � CEILING AT 1�IASONRNr WALL 5ECTION A -A GABLE � � A i�' VAULTED I -DETAIL AT MA50Nfi�'r WALL SCALE: N.T.5. N.T.S. SCALE: 3/4" = I'-O° SCALE: 5/4" = 1'-0" w O ,'X,' o U ee 1/I6" 0.5.8. OR G.D.X. ROOF 5HEATHIN6 7/Ib" O.S.B. OR G.D.X. ROOF 5HEATHIN6 E,,, Z W 5EE ROOF NAILING 5GHEOULE 5EE ROOF NAILING 5GHEDULE O W N MAX " h•+� G, .-{ 2x4 BLOCKING ®48 O.G. 2x4 BLOCKING ®48 O.G. MAX FIR5T 3 TRU55 BAY5 FIR5T 3 TRU55 BAY5 2x4 DIAGONAL BRACING a 48" O.G. 2x4 DIAC70NAL BRACING ® 48" O.G. W 2x4 ®48" O.G. W/ A34's 16, MAX. TO 3rd. TRU55 (5TART DIAG. 2x4 ®48" O.G. W/ A34's I6" MAX. TO 3rd. TRU55 (START DIA(5. CONNECTED TO TRU55 MAX. 2x6 CONT. OR BRA6IN6 6' FROM END OF TRU55) CONNECTED TO TRU55 MAX. 2x6 GONT. OR BRAGIN6 6' FROM END OF TRU55) O Z 2x4 GONT. USE 4-12d NAIL5 AT CONNECTIONS 2x4 GONT. U5E 4-12d NAIL5 AT GONNECTION5 Z O • LINTEL DRIP EDGE Kz N% , DRIP EDGELo EC a .. • PRECAST HEADER ALUM. FACIA \ - - - '- - ALUM. FACIA \ -` - - - - - - - - - C\2 _----- DOOR TRACK VENTED SOFFIT VENTED SOFFIT N, `� O i i x 7/16" O.S.B. OR C.D.X. GABLE SHEATHING i TRU55E5 7/16" O.S.B. OR C.D.X. GABLE SHEATHING i TRUSSES W/ 8d RING SHANK NAILS 0 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 N, (TYPICAL) ON EDGES AND 12 O.C. IN FIELD i (TYPICAL) 2 X 8 (PT) PLATE EACH GABLE END TRUSS GABLE END TRUSS oz >» W 7X 51DE OF DOOR OPENING 16d NAILS ®12,� O.C. (I) HGAIO ®48 O.G. ON TOP 16d NAILS ®12 O.C. (I) HGAID ®48„ O.G. ON TOP PLATE BEHIND GABLE TRU55 3-Ibd NAIL5 ® EACH PLATE BEHIND 6ABLE TRU55 3-Ibd NAtL5 ® EACH <C 4 12" AB-1" LG. L5TAi8's ALONG GABLE TRU55 " TRU55 PER BRACE L5TA16's ALONG 6ABLE TRU55 " TRU55 PER BRACE E- �' () / ®24" O.G. MAX. W/ 10-IOd NAIL5 DOUBLE 2x4 TOP PLATE DOUBLE 2x4 TOP PLATE ( E1/ DOOR TRACK 1/2" 6YP BOARD @ 24" O.G. MAX. W/ 10-IOd NAIL5 1/2" 6YP BOARD Y4/2" 50. WA5HER 4E NUT DBL. 2x12 BEAM w/ AT FILLED CELL REFER TO ELEVATIONS FOR FINISH JOINT IN PLYWOOD TO BE AT LEAST I'-O" BELOW OR ABOVE REFER TO ELEVATIONS FOR FINISH I/2" FLITCH PLATE ENDWALL PLATE. U5E 2"x ," BLOCKING FLAT WAYS AT JOINT. 1/16" 055 5HEATHIN6 POCKET INTO 2X4 WALL OR 2"x4" 5TUD5 ® 161 O.G. (1) PG CAPS ® BEAM TO P05T P.T. P05T (5EE FLOOR PLAN FOR 1/2" DRYWALL 51ZE, LOCATIONt $ FIN15H) i . GAIR4CE DOOM? DETAIL AT FRAME WALL. DF'Of=FED HEADER OFENING � TfRACIG MOUNT DETAIL. SCALE: 3/4" = I' -Oil SCALE: 3/4" = I'-O" N.T.S. (1) 5P4 EVERY OTHER 5TUD W/ 10-10d NAIL5 L5TA18 ® � ~ DOUBLE TOP PLATE TOP $BOTTOM ®WALL STUDS $HEADER BOTTOM OF HEADER SEE "5-2" SHEETS FOR TRU55 PLANS 8 AND CONNECTOR 5GHEDULE 5EE "5-2" SHEETS FOR TRU55 PLANS AND CONNECTOR 5GHEDULE m 7 I Izjw HEADER DOUBLE TOP PLATE (2) 2xI2 K 1/2" COX FLITCH 1/16" 056 OR GDX PLYWOOD EXTERIOR 5HEATHIN6 NAILED O W/ IOd 6ALV. ® 3" O.C. ED6E5 AND 12" O.G. FIELD 2x4 5YP OR #2 5PF ® Ib O.G. W/ (1) 5P4 EVERY OTHER 'STUD HEADER STUDS ( I ® TOP AND BOTTOM TYP. (U5E 5P6s FOR 2xb 5TUD5 $ WALL STUDS 2x4 P.T. WALL 5TUD W/ (3) 1/2" V-2 (U5E 5P6's FOR 2x(o 5TUD5 $ 5P8's FOR 2x8 5TUD5 IN LIEU ®16" O.G. DIA. ANCHOR BOLTS TO BLOCK 5P8's FOR 2x8 STUDS IN LIEU } OF 5P*E, FOR 2x4 STUDS) FULL LENGTH I I OF 5P4's FOR 2x4 5TUD5) 5TUD5 WALL 5TUD5 I--- - - - - - - —I 1/2" DIA. x 8" ANCHOR BOLT5 I w I EMBED 6" MIN. W/ 2"x2"xl/8" j WA5,HER5, LOCATED WITHIN NO CONNECTORS REQ D _ ,� � �------� drawn by: 6 OF EACH END AND 24,� v tY I O.G. MAX. EL5EWHERE ----- - - ----- checked: Gp (1) 5P4 a BOTTOM OF EVERY 2x #2 5PF (2" LARGER THAN RAFTER5) OTHER STUD 4 HEADER 5TUD5 1/2" DIA. x 8" ANCHOR BOLT IN/ (3) Ibd FOR 2X6, (4) Ibd FOR 2X6, date. 3/I/02 OR EXPAN51ON ANCHOR w/ << tiv (5) 16d FOR 2X10, (6)Ibd FOR 2XI2 CIRRI CAIY 2"x2"xl/8" WA5HERD 5 LOCATE- Sheet 24"OF FULL 5GALF 2x4 P.T. BOTTOM PLATE WITHIN 6" OF EACH CORNER ENGINEERING 5aale. IINIT HALF SGALF COMP051TE LINTEL, PRECAST LINTEL, $ 32 O.G. MAX. ELSE WHERE 2x #2 5YP RAFTER w/ 51MP50N (407) 774-9003 FAX: (407) 774-8477 ROOF 4 FRAMIN6 DETAILS OR SITE CAST CONCRETE ANCHOR BOLTS ®32" O.G. MIN. A34 ®RIDGE BOARD $PLATE P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716 2X R106E (2" LARGER THAN RAFTER5) THOMAS J. ANDERSON PE# 47819 ,��// �� }} /� I COMPOSITE LINTEL, PREGA5T LINTEL, 2x4 P.T. BOTTOM PLATE VA I I E �' FRAMING DETAIL THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED KN E E W A L. L. - EXTERIOR TO M A,5O I � fR� OR 517E GA5T CONCRETE � X T � � I ®� ���� � p WALL � O �� N I N� J-1- THE 120 MRH, 3 SECOND GUST WIND LOAD REQUIREMENTS N.T.5. OF THE FLORIDA BUILDING CODE 2001 EDITION, N.T.S. N.T.S. CD3 0 9 2002 Y 5P4 W/ 10-I0d NAILS ® EVERY OTHER — WALL STUD / (1) MT512 a EACH ROOF TRU55 TO TOP PLATE, USE 14-10d NAIL (UNLESS NOTED OTHERWISE) 1/2" DIA. x 8" ANCHOR BOLT OR EXPAN51ON ANCHOR W/ — 2"x2"xl/8" WASHER-5 LOCATED WITHIN b" OF EACH CORNER 8 32" O.G. MAX. U.N.O. PRE-ENGINEERED ROOF TRUSS PRE-ENGINEERED FLOOR J015T SEE "5-2" SHEETS FOR TRU55 PLANS ��SEE "5-2" SHEETS FOR TRU55 PLANS WALL 5TUD5 • 16" O.G. IDOUBLE TOP PLATE (1) H3 • EACH FLOOR JOIST TO TOP PLATE, USE 8-8d NAILS (UNLE55 NOTED OTHERWISE) ClOW051TE LINTEL, PRECAST LINTEL, E VERY OTHHEEROF `-- 2x4 P.T. BOTTOM PLATE OR 51TE CAST CONCRETE WALL STUD INTEF?IOR L0AD-5EARING FfRA E WALL DETAIL (1) L5TA30 W/ 22-iOd NAILS ® EVERY OTHER WALL STUD 1/2" DIA. x 8" ANCHOR 13OLl OR EXPAN51ON ANCHOR W/ 2"x2"x1/8" WA5HER5 LOGATf WITHIN 6" OF EACH CORNER s 32" O.G. MAX. U.N.O. G0MP051TE LINTEL OR 51TE GAS rv-\LL LI I Vl/ INTERIOR L04D-5EARING FRAME WALL UJ/ L0AD-5EAfRING FRAME KNEE-UJALL 45OVE N.T.S. ?x4 TOP PLATE 2x4 BOTTOM PLATE PLATE GABLE END TRUSS I bd COMMON GUN NAILS 3' FILLED EA. SIP, OPENIN( (SEE FL 1/2" EXP. ANCHOR x 8" LONG (2) 2x6 PT TOP PLATE 12" EXTENDED 13EYOW OPENING. (b FT MAX. OPENING) 5" G.MU. HALL C-rA5LE END TRU55 HEADER DETAIL IN LIEU OF 1" A&OMR*T' LINTEL NTs 2x4 BLOGKING 0 45" O.G. MAX CONTINUOUS TO END OF GABLE USE 4-12d NAILS AT CONNECTIONS 2xb OR 2x8 5TU05 24" O.G. FRAMED UP TO ROOF DECK W/ (1) 5Pb OR 5P8 ON EVERY OTHER STUD ® TOP AND 130TT0M 7/16" O.S.B. OR G.D.X. SHEATHING W/ Sd RING SHANK NAILS a 4" O.G. ON E06E5 AND 12" O.G. IN FIELD REFER TO ELEVATIONS FOR FINISH EXTERIOR 1/2" P.T. PLYWOOD OVER 2x P.T. FRAMING — W/ 8d NAILS ® 6" O.G. MIN. EACH SIDE OF JOINT (121, O.G. Typ ) '7/16" 05.5. OR G.D.X. ROOF SHEATHING 2x4 BL0GKIN6 ® 48" O.G. MAX FIRST 2 TRUSS BAYS USE 4-12d NAILS AT CONNECTIONS TRU55E5 a 24" O.G. (TYPICAL) L— 1/2" GYP BOARD VAULTED TRU55E5 2x4 FIRE BLOCKING ® 24" O.G. (TYPICAL) NAIL 2-16d EA. 2x4 BLOCK FOR 2xb WALLS USE rr 2x4 STUDS ® 24" O.G. `t (MATCH VAULT) ►t 2xb OR 2x8 P.T. PLATE CONT. W/ 1/2" ANCHOR BOLTS ® 32" O.G. W/ 4" EMBED U.N.O. W/ 2"x2"xl/8" WA5HER5 u u LINTEL BLOCK W/ 2 #5 DIA. RODS CONT. INTERIOR (1) MT516 OR EOUIV. W/ (4) TAPGONS 3/16" X 2-1/2" 0 2" O/G MIN. LINTEL i' 166ED LINTEL 6TiRr4f' DETAIL FOB: fRO0F TfRU55 TO LINTEL N.TS. PRE-ENG 1 NEERED ROOF TRUSS (VERTICAL) 2x P.T. FRAMING ANCHORED TO G.M.U. WALL 3/16 x 3 TAPGONS 4" O.G. MAX. Z6 TEXTURED GEMENTITI0U5 FINISH 1/2" P.T. PLYWOOD (HORIZ VER 2x P.T. FRAMING — 2x P.T. FRAM ® 12" O.G. W/ 12d NA L AMIN6 - 5" MIN. BOVE FINISHED GRADE CANTILEVERED COLUMN DETAIL N.7S. PRE -MANUFACTURED CHIMNEY GAP (1) SPI EVERY OTHER STUD TOP OF CHIMNEY SHALL BE A MINIMUM OF 21-0" ABOVE A POINT WITHIN 10'-0" OF THE NEAREST ROOF 2X4 #2 SYP ® 16" 0/0 GALV. FLASHING + II 1/4" DIA. FLUE W/ 2" MIN. CLEARANCE BETWEEN FLUE AND FRAM GALVANIZED FLASHING PER MANUFACTURER'S SPEC.'S 1'-4" 7/16" O.S.B. OR G.D.X. GABLE SHEATHING - IN 8d RING SHANK NAILS A 4" O.G. ON EDGES AND 12" O.G. IN FIELD 2X4 FRAMED CRICKET W/ GALVANIZED FLASHING rl (4) 16d COMMONS NAILED ® EACH END (2) 16d COMMONS END NAILED + TO VERTICAL 2X4's + + 2X4 02 SYP. BLOCKING NAIL AS 5H0NN W1 IOd NAILS PYRE FLACE CHIMNE�I' DETAIL EXTEf;RIOf;R 5ALL00N Ff'A1„IING ON N.T.S. �TTOM PLATE I" A50NfiRN"r WALL5 SETUJEEN TfRU55E5 SCALE: 5/4" 1'-0" PfVKKICANE 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. n REV.1 DATE pawn az"WN"' z cg= 0 0 a ctip,�aaE',c' 0 glKM wa� x W6 zZW rntcsA La. cn a N W �'" E- 0 U A HtH FT. �l W �O rn d' d+ d+ p- co T. • wa"t W ;4 E k N �Z� Q) O • in � 4 F4 ►= w Z 0 x a � H � drawn checked by: GP date: 3/Ii02 Sheet 24"x3b" FULL 5GALE scale: 11"Al" HALF 5GALE ROOF 4 FRAMING DETAIL5 • r • 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 VALUUES DO NOT NEED ANY FURTHER REDUCTION. 14. BOTTOM BARS MAY NOT BE USED FOR CLEAR SPANS UP TO 5-4". USE 80% OF INDICATED TABLE VALUES. IF 4 INCH BEARING IS USED, TABLE VALUES DO NOT NEED ANY FURTHER REDUCTION. MATERIALS: 1. rc PRECAST = 4,000 PSI 2. re PRESTRESSED = 6,000 PSI 3. rc 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 FLORIDA ROCK INDUSTRIES, INC. CENTRAL FLORIDA DIVISION P.D. BOX 547819 •5119 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 (k) CLEAR SPAN (fL) 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" i'-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" S-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 Q a L-7 6'-6" 5'-2" 1624 2416 4016 6609 8331 8820 8820 1624 2416 4016 6609 8820 8820 8820 L-8 7'-6" 6'-2" 1305 1877 2964 4511 5797 6906 7391 1305 1877 2964 4511 6888 7391 7391 8'-0" 6'-8" 1188 1689 2620 3893 4935 5880 6826 1188 1689 2620 3893 5733 6837 6837 L-9 8'-4" 7'-O" 1121 1584 2434 3570 4465 5320 6176 1121 1584 2434 3570 5162 6514 6514 L-10 9'-4" 1 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 244.9 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'-O" 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 w L-17 L-19 15'-4" 17'-4" 14'-0" 16'-0" 440 320 700 600 1300 1000 1900 1500 2300 1800 2720 2300 3160 2640 480 320 1000 800 1460 1240 1900 1500 2300 1800 2700 2300 3420 2640 a 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 1240 1560 1800 LINTEL and RECESS DOOR HEADER DESIGNATION 8 - 20 S L - X Field Rebar ty. and size at top & bo tom Nominal Width ( 0 = 1 #5 Top, 0 bars Bot, ) (5 = 1 #5 Top and Bot. ) Nominal Depth ( 25 = 2 #5 Top and Bot. ) S=Solid grout filled, U=Unfilled L=Lintel, R= Recess Door Header Uaffilil 8-8UL 8-8SL 8-12SL 8-16SL 8-20SL 8-24SL 8-28SL 8-32SL 8-6UR 8-6SR 8-10SR 8-1.4SR 8-18SR 8-22SR 8-26SR 8-30SR 'A" Steel 'B" Steel in b 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 Sim. RECESS DOOR HEADERS .GRAVITY LOADS (1-#5 T. & B.) MARK NO. OVERALL LENGTH (ft.) CLEAR SPAN (ft.) DOOR SIZE (ft.) 8-6§R5 8-10SR5 8-14SR5 8-18SR5 8-22SR5 8-26SR5 8-30SR5 M-2 3'-8" 2'-4" 4 2'-0" 2720 8243 18810 19543 19543 19543 19543 M-3 4'-0" 2'-8" 2'-4" 2075 6215 12105 17102 17102 17102 17102 4'-2" 2'-10" 2'-6" 1833 5533 17700 16094 16094 16094 16094 ~ M-4 4'-4 3-0 2-8„ 1632 4988 11'089 15204 15204 15204 15204 w M 4'-8" S-4" 3'-0" 1315 4155 8354 13680 13680 13680 13680 M-6 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-10 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 0, •fir% "A" Steel 4 "8' steel ^� rI 7 51W l RECESS HEADER REINFORCING SCHEDULE 8 INCH U-LINTEL Overall Length "A" Steel "B" Steel S-8" to 4'-8" 5-8" to 9'-8" --- 2 - #3 2 - #4 2 - #4 QUALITY PRECAST COMPANY LOTT'S CONCRETE PRODUCTS, INC. WEKIWA CONCRETE PRODUCTS P.O. BOX 771255 P.O. BOX 279 WINTER GARDEN, FL 34777 ZELLWOOD, FL 32798 WINDOWS, PORCH, 4 GARAGE DOORS FlRECAST LINTEL (S"XS" FILLED) PRECAST LINTEL (S"Xlro" COMPOSITE) Total Allowable Superimposed Load - Pounds per Linear Foot Mark No. Glear Span Lintel 51ze Filled (1) #5 811x8" Filled (2) #5 Filled (1) #5 T 4 B Filled (1) #5 T (2) #5 B Filled (2) #5 T 4 B (AOB G D E L-I 1'-6" 2'-10" 1845 8122 12374 125g1 1286-1 L-2 2'-2" 3'-6" 5413 5604 8485 8b80 8871 L-3 2'-8" 4'-0" 4383 4536 bbb8 7025 7175 L-4 3'-211 4'-6" 3686 3811 5772 5gO2 6033 L-5 4'-0" 5'-4" 2g06 5010 4546 464q 4153 L-6 4'-6" 5'-10" 251-7 266q 4028 4120 4212 L-1 5'-2" 6'-6" 2161 2245 3362 3460 3538 L-8 6'-2" 7'-6" 1865 14132 2g08 2g15 5042 L-q 7'-0" 8'-4" 1636 16% 2545 2601 2666 L-10 8'-O" q'-4" 1425 1476 2215 2267 23lq L-II 41'-2" 10'-6" 1236 1281 Ig18 IC136 200CI L-12 10'-0" 11'-4" 1126 1170 174g 17g0 1852 L-13 I1'-2" 12'-6" 1004 1042 1554 15gi 1628 L-14 12'-0" 13'-4" 0131 C135 1436 1473 1507 L-15 12'-8" 14'-0" 183 784 1356 138q 1421 "160 1765 13M 1446 1512 b87 681 1326 Ir?6 1467 L-18 W-08 IT-W =I 523 1133 Im I= L-19 18'-0" 141-W 406 'we 1014 IC7m 1104 L-20 161-68 W-W 516 V" a180 1011 1063 L-21 200-W 211-w 302 303 880 4113_ 04 L-M 221-8' 24'-0' 237 12" 940 IV 801 NOTE: Bold numbers represent precast lintels prestressed using (2) 7/I6" Diameter Prestressing Strands. DOORS PRECAST LINTEL (8'X&' FILLED) PRECAST LINTEL (8'X14" COMPOSITE) Total Allowable Superimposed Load - Pounds per Linear Foot Mark No. Clear Span Lintel 51ze Filled (1) #5 8"X6" Filled (2) #5 8"xb" Filled (1) #5 T 4 B Filled (1) #5 T (2) #5 B Filled (2) #5 T 4 B H G D E M-1 1'-6" 2'-10" 3g8b 3g20 g0g5 8125 6g30 M-2 2'-2" 3'-6" 2145 26gq 6261 6005 6141 M-3 2'-8" 4'-0" 221q 2182 5060 4552 44168 M-4 3'-2" 4'-6" 1564 1832 42441 4073 4110 M-5 4'-0" 5'-4" 1310 1524 3340 3201 3216 M-6 4'-6" 5-10" 1025 1056 2g51 2833 2g01 M-1 5'-2" b'-6" 622 531 2650 2538 2600 M-8 6-2" 7'-6" 524 550 2115 2031 2081 M-q 7'-0" 8'-4" 3q7 401 Iblq 1111 1730 M-10 8'-011 61'-4" 340 343 l3gb 1451 14412 M-II q'-2" 10'-6" 2q3 2% 1213 1288 12g8 M-12 10'-0" II'-4" 212 215 8q1 C154 4162 M-13 II'-2" 12'-6" 111 11 113 756 184 7q0 M-14 12'-0" 13'-4" 128 l2g 568 606 Ell FIGURE NO. 1 115W PSI GONG. FILL J (CONCRETE PLACED IN FIELD) / STD IW HOOK • EACH END OF STIRRUP MV2 1/2' LEG EXTENSION " PAST BEND. "J 9 TOP LEG BAR, I1 I 3/6' BAR. EACH LEG .. .. y • ; • �, I 1/92" STIRRUP'S a V-O" C-C a • .: , (TIED OR MELDED) 1 I BOTTOM STEEL - SEE sGHEmLE ------- 'A' BAR .A• BAR �• �• NOW, MINIMUM COVERAGE OF STEEL - IV �1. �� "N.1. 2. COW-RETE STRENGTH AT RELEASE - 3- P51 TYPICAL LINTEL SECTION P1RECA6T CONCKTE X46 Itri FIGURE NO, 3 -- "CONTINUOUS CONCRETE BLOCK "KNOCK -OUT" COURSE (F' M - 1250 M) CELLS AND V LINTEL FILLED PVCONORETE PLACED IN FIELD WOO PSI) 'U' LINTELS AS SHOM IN FIGURES NO. 1 OR NO. 2 N 05 BAR CONTINUOUS COMPOSITE LINTEL SECTION x." ILM FIGURE NO, 2 2500 PSI COW. PILL (CONCRE'fE PLACED IN FIELD) STD IOO' HOOK • EACH END OF STIRRUP MV2 V2" LEG EXTENSION PAST BEND. ("J 3/b' BAR. EACH LEb 1 I I i 1/32" sTIRRUP5 010SITIO ER5) AT h 1 4'-0' G-G AND AT b' MMTHIN 2 FEET q .. • : / OF ENDS MW OR MELDED) I 1 I BOTTOM STEEL - SEE SCHEDULE 1 -- -°--° •A'BAR 7/16' PRESTRESSED STRAND Ty. iy. NOTE, "A" BAR , �. "N. 1. MINIMUM COVERAGE OF STEEL - 13' 2. CONCRETE STRENGTH AT RELEASE - 5" 0 Psi 3. STRAND FOR PRESTRESSING TENDONS- ASTM A416 4. HINIKH PRESTRESS FORCE PRIOR TO LOSSES - 43.5K TOTAL TYPICAL LINTEL SECTION PKCAST W1 MSTIESS Rf NFORCEMENT X.U. KTS. nVKKICANE ENGINEERING (4D'1)'n4-WM PAX, (407) "4-"" F'.O. sox 16163 ALTA KWM BPRW*, FL 92716 THOMAS J. ANDIVAON ft" 4't % 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, S 9 2002 REV. I DATE 4 o�WWo 0 aaE"�z'' o a � HOW v��ooa A a�paiZ�E...0 L) A M CIA �o CD O W � � • C El o 0 El W COO' zoo ko d" r-1 z O x a r _ GP 311102 NONE LINTEL 5HEI7ULE r f T7iESE tz CIO f L �E7 2EFAUS o gun NG a�rN? �1.C.7-0 p q�CCO Op Pip t•J�.K CANC�. gA'� 'tnf1�f NRF 7n p � c�l"APRO SS OFFR ta& �� s,rry voiwrry 4E TAFRQM T 4�f�x kMir Fvl� gL. c Cite ti ry r OF THE, HEP4gR�'Rf�F:^:t 7, �f�ir SNgLL CrNE V���3 ��;•, ft RF�L;, f;n,rt' �S�I� DING .xuNREG "+iEi'I 'DN YL i/OPY Rol